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PLANTING SOIL MIXTURE: ADD SUFFICIENT PEAT OR RECYCLED YARD WASTE TO NATURAL, FERTILE FRIABLE TOPSOIL 12 PDM MEDJOOL DATE PALM PHOENIX DAGTYLIFERA 'MEDJOOL' 20" CAL 14' - 16' Gt 1®' - 12' STRAIGHT, DECOR. SOOTS GEORGIA REG. NO. 668 TYPICAL OF THE LOCALITY, TO ACHIEVE A 1:3 ORGANIC MIX. AND OTHER DEBRIS. 2. PLANT BED MULCH: PINESTRAW: GLEAN, BRIGHT, AND FREE OF WEEDS, STICKS, „ , , , - r 8 WR WASH INGTON I A PALM WASH INGTON I A ROBUSTA 14 CAL 16 - 18 OA 6 FULL, STRAIGHT,IGHt, NO 1300tS � 1 3. TREES: FLORIDA NO_ I OR BETTER_ FREE FROM INJURY, SCARRING, PESTS AND DISEASE. STRAIGHT, SINGLE LEADERS, 11 a�� ', } , NO WEAK BRANCH CROTCHES, AND WITH PROPORTIONS APPROPRIATE FOR TREE SPECIES AS DESCRIBED IN "I �;: , "` AMERICAN NURSERY GRADES 4 STANDARDS. 9 SR QUEEN PALM SYAGRIUS ROMANZOFFIANUM 14" CAL 16' GW 9' - 10' FULL CANOPY, FAT CAL. 4. SHRUBS: FLORIDA NO. 1 OR BETTER. FREE FROM INJURY, SCARING, PESTS AND DISEASE. PLANTS SHALL BE FULL AND NOT STEPPED UP WITHIN THE LAST SIX MONTHS. PLANTS SHALL HAVE PROPER SIZE AND DIMENSIONS AS 2 PDS SYLVESTER DATE PALM PHOENIX DACTYLIFERA 'SYLVESTRIS' 14" CAL 16' CT 8' - 9' STRAIGHT, DECOR. BOOTS �' __ DESCRIBED IN AMERICAN NURSERY GRADES STANDARDS. 5. SOD: BERMUDA TIF 419 OR EMPIRE ZOYSIA WHERE SPECIFIED 33 CP CABBAGE PALM SABAL PALMETTO 14" CAL . 16' CT �� - 8' FULL, STRAIGHT, BOOTLESS 6. FERTILIZER: FOR PLANT BEDS USE 8-8-8 RATIO, AND FOR LAWN AREAS USE 16-4-8 RATIO, BOTH WITH AT LEAST 250 OF THE NITROGEN IN A WATER INSOLUBLE ORGANIC FORM. �� -(. SOIL MOISTURE: SOIL ADD-MIXTURE CONSISTING OF GELATINIZED, STARCH-HYDROLIZED POLYACRYLONITRILE GRAFT 1 PR SENEGAL DATE PALM PHOENIX RECLINATA 4" CAL MIN. �' CT �� - 8' HYBRID CLUMP SPECIMAN, FULL COPOLYMER AS MANUFACTURED BY INDUSTRIAL SERVICES, INTERNATIONAL, INC. (TERRASORB) DISTRIBUTED BY ' -, i AMERICAN EXCELSIOR COMPANY, 415 NORTH SEYMOUR AVENUE, CINCINNATI, OH 45216, TELEPHONE: 11 { 1513)761- 384 OR APPROVED EQUAL. 13 QV LIVE OAK QUERCUS VIRGINIANA 4" GAL 14' - 16' �� - 8' FULL, STRAIGHT, BOOTLESS I ``' '..' U31"I I TTALS: 9 UA ALLEE' ELM ULMUS PARVIFOL IA 'EMER I I' 3" CAL 12' - 14' 6 - FULL, STRAIGHT ,; I'll' 4a 1. SHRUB AND SOD CERTIFICATES FROM GROWERS. �i ,t , ,�}, s <3-11;1+k . 2. SOIL TEST REPORT FROM COUNTY EXTENSION OFFICE FOR PH WITH RECOMMENDATIONS FOR PH ADJUSTMENT. 3 JS SOUTHERN RED CEDAR JUNIPERUS SILICICOLA 2.5" CAL 8' - 9' 6� �� FULL, STRAIGHT } 3. WRITTEN PLANT GUARANTEE FROM PALM SUPPLIER �} �. 12 NRS NELLIE STEVENS HOLLY ILEX CHINENSIS 'N.S. STEVENS' 45 GAL 8' - 10' 5' - 6' FULL TO BASE, TRIMMED =:,k,� , . I I. PERFORM ALL WORK AS SHOWN AND IN STRICT ACCORDANCE WITH SOUND HORTICULTURAL PRACTICE. 12 LIM LAV. GRAPE MYRTLE LAGERSTROMIA INDICA 'MUSKGOGEE' 30 GAL 8' - 1®� 4� - 5' FULL, STD. TRUNK `� 1� 2. ADJUST SOIL PH IN ALL PLANTING BED AREAS TO 5.0-6.0 AS RECOMMENDED BY THE SOIL TEST. USE ALUMINUM �, ` s SULFATE OR IRON SULFATE TO LOWER THE PH AND USE HYDRATED LIME OR BASIC SLAG TO RAISE THE PH. 2 RE LADY PALM RAPHIS EXGELSA 45 GA 5' - 6' 3' - 4' FULL, SPECIMAN ACCENT I_ , j,. , 1. , ,+ 1 3. PLACE 2 INCHES OF COMPOSTED PINE BARK OR PEAT IN ALL GROUND COVER BEDS AND MIX INTO THE SOIL TO A " ' DEPTH OF 6-8 INCHES. ' ' 4. PLACE PLANTS AND QUANTITIES AS INDICATED ON PLANS. 4 MB MAJESTIC BEAUTY RAPHIOLEPIS ' MAJ. BEAUTY' 65 GAL 6' - �� 5' - 6' FULL, MT. SPECIMAN ' -7, E If Ik` +�. ��e7m�,,��:;,-:t::�% �... V ; t r,_ ( 5. AFTER PLANTS ARE INSTALLED, BROADCAST 2 LBS. OF 8-8-8 FERTILIZER PER 100 SQUARE FEET OF PLANT BED. - .1 I r, ,I 1 TO EACH TREE APPLY 1 1/2 LBS. OF 8-8-8 FERTILIZER PER INCH CALIPER 2 TL TREEFORM LIGUSTRUM LIGUSTRUM JAPONICA 45 GAL 8' - lot -I' g' TREEFORM, ' CLR tRNK Fle ,' f' I' fl, i , ', 6. STAKE OR GUY TREES AS SHOWN ONLY WHEN REQUIRED TO MAINTAIN THEM IN A VERTICAL ALIGNMENT. �" w� 111 :, n'. "'ti =' 1. GUY MULTI-TRUNKED TREES WHEN REQUIRED. USE 2 OR 3 GUYS SECURELY ATTACHED TO 2'X4'X30' STAKES DRIVEN 2 CH EUROPEAN FAN PALM CHAMEROPS HUMILIS 15 GAL 3®" -36" 3' - 4' FULL, SPECIMAN ACCENT > E,€` 8. APPLY 4 INCHES OF PINESTRAW MULCH TO ALL BEDS AND WHERE SHOWN. PLANT BED FINISH GRADE TO BE 1 INCH 5 CS CRINUM LILY CRINUM SPECIES 15 GAL 36" 36" FULL, 1 111E, 1 ►F CIMAN : }"! : ,iAt),antic Bead i ` BELOW ADJACENT PAVEMENT OR LAWN. I .1 r 9. ADD SOIL MOISTURIZER AS FOLLOWS: 13 QE QUEEN EMMA LILY GRINUM ANGUStUM 'QUEEN EMMA' 30 GAL 36" 3611 ., ALL TREES: 16 OZ. EACH AS PER MANUFACTURE'S INSTRUCTIONS. e - BED PREPARATION AREAS: 18 LBS. PER 1000 SQUARE FEET TO 12" DEPTH. g GRASS/SOD AREA: I LB./200 SQUARE FEET TO 2" DEPTH. -I ZM CARDBOARD PLANT ZAMIA MARITIMA 15 GAL 2' - 3' 300 - 42" ACCENT, FROND MIN. " I AN YA D INLET AND RUN TO POSITIVE DRAINAGE DAYLIGHT. - 10. LOW AREAS SHALL BE DRAINED WITH 4 ADS P PE D R I'll11. LANDSCAPE CONTRACTOR SHALL BE AWARE OF ALL UTILITIES ABOVE AND BELOW GROUND. CALL FOR LOCATIONS AND COORDINATE WITH GENERAL CONTRACTOR I SN BIRD OF PARADISE StERLITZIA NICOLAI 15 GAL 4' - 6' 36" - 42" ACCENT 9-LEAF MIN. s 12. ALL EXISTING TREES SHALL BE LIMBED TO A HEIGHT OF 20' EXCEPT FOR MAJOR BRANCHES. ALL VINES, DEAD LIMBS, ,C '° Lll, AND DELETERIOUS MATERIAL SHALL BE REMOVED FROM TREE AND GROUNDPLANE UNDERNEATH DRIPLINE OF TREE AT 111 PM JAPANESE YEW PODOCARPUS MACROPHYLLA 15 GAL 4' - 5' 2' - 3' FULL, SINGLE LEADER _ ..__, � rt LANDSCAPE ARCHITECTS DIRECTION. , 13. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL ACCORDING TO FDOT INDEX 600, MAINTENANCE OF TRAFFIC 5 8 BMS SPECIMAN BOXWOOD BUXUS MICROPHYLLA JAPONICA 15 GAL 300 - 36° 18" - 24° CONE OR PYRAMID FORM y 9j � . GRASSING: SEAL 1. SODDNG: 155 LJ GLOSSY LIGUSTRUM LIGUSTRUM JAPONICA 5 GAL 30" IS" FULL TO BASE, FULL :}, A. LAY SOD WITHIN 3 ' HOURS OF STRIPPING FROM SOD FARM. B. LAY SOD IN STRAIGHT, (NOT CURVED) PARALLEL ROWS TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS, WITHOUT OVERLAP. STAGGER STRIPS TO 01=FSET JOINTS. WORK TOPSOIL INTO MINOR CRACKS. 1,125 11 INDIAN HAWTHORN RAPHIOLEPIS INDICA 3 GAL 18" 24" FULL, NO STEP UPS C. ROLL ENTIRE SODDED AREA WITH A 200 LB. ROLLER. m , ` D. WATER SOD IMMEDIATELY AFTER ROLLING, THEREAFTER WATER SUFFICIENTLY TO KEEP SOIL MOIST TO A DEPTH 5 SR SILVER SAW PALMETTO SERONOA REPENS 'CINERA' 15 GAL 3®" 30" FULL i#-� `, OF 4' UNTIL ESTABLISHED. 1 ry} CLEANUP: � 1,0 3 Do COONTIE PALM ZAMIA PUMILA 3 GAL I6" 16° 8-LEAF MIN. ' I. AT THE END OF EACH WORK DAY, REMOVE ALL DEBRIS RESULTING FROM THE WORK, CLEAN PAVED SURFACES, AND -_... F° ' BARRICADE ALL HAZARDS. 68 AS VARIEGATED GINGER ALPINIA SANDERAE 3 GAL 18" 18" 5 STEM MIN. 2. RESTORE DAMAGED AREAS CAUSED BY THE WORK. _ �J 30 DT VARIEGATED FLAX LILY DIANELLA TASMANICA 1 GAL 1411 18" FULL, NO STEP UPS ,, INITIAL INSPECTION AND ACCEPTANCE: `_ 1. THE WARRANTY SHALL BEGIN AFTER FINAL LANDSCAPE INSPECTION AND ACCEPTANCE. 2,430 TA DWARF ASIATIC JASMINE TRACHELOSPERMUM ASIATICUM I GAL 4" 14" FULL, 3-RUNNER MIN. 11 2. INSPECTION SHALL BE MADE BY THE OWNER OR OWNER'S REPRESENTATIVE WITHIN ONE WEEK OF WRITTEN ' `" 'f NOTIFICATION FROM THE LANDSCAPE CONTRACTOR THAT INSTALLATION IS COMPLETE. PLANTS ARE ALSO SUBJECT ff I FP CREEPING FIG FICUS PUMILA I GAL 4" 12" 4-RUNNER MIN. U lF TO INSPECTION AT ANY TIME. - L �, 1"IAINTENANCE AND WARRANTY: : 9L c 1,450 AA AGAPANTHUS AGAPATHANUS AFRICANIS I GAL 10" 10, 8 LEAF MIN. I 1. BEGIN MAINTENANCE OF LANDSCAPE WORK IMMEDIATELY AFTER EACH AREA IS PLANTED AND CONTINUE FOR THE to _ Q ," f MAINTENANCE PERIOD SPECIFIED. 545 MC MUHLY GRASS MUHLENBERGIA CAPILLARIS 1 GAL 16" 12" FULL, NO STEP UPS n Zff jj[ 2. PLANT MAINTENANCE AND WARRANTY ki ¢ O A. MAINTAIN AND GUARANTEE PLANTS FOR A MINIMUM PERIOD OF 90 DAYS AFTER INITIAL ACCEPTANCE AND UNTIL Q I 10 MUSGA I ' IG BLUE' 1 GAL 10" FULL 6-BIB MIN. f- FINAL ACCEPTANCE. 38® LM BIG BLUE LIRIOPE L R PE R B 12 B. AFTER INITIAL WATERING, WATER PLANTS AS CONDITIONS REQUIRE TO MAINTAIN HEALTHY GROWTH. 0 - n 11- ia, ?'ty:# r. C. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION, REMOVE DEAD MATERIAL, AND TIGHTEN OR REPAIR 138 AE CAST IRON PLANT ASPIDISTRA ELATIOR I GAL 12" 120 FULL, 6 LEAF MIN. 1� �/ 4 '` GUYS AND STAKES. CL I Y D. KEEP PLANT BEDS NEAT AND ATTRACTIVE DURING THE 90 DAY PERIOD WITH A MAXIMUM OF 3 WEEDINGS. -q U °' : r E. AT THE END OF THE MAINTENANCE PERIOD REMULGH BED AREAS WITH 3 INCHES OF PINESTRAW MULCH. 68 LN YELLOW LANTANA LANTANA MONTIVEDISIS 1 GAL 10" 12" 5-RUNNER MIN. 2 0 :_ V ' 11 S . I SINAL INSPECTION AND ACC PTANC�C: 11 " 0 � �C I. FINAL INSPECTION: THE LANDSCAPE CONTRACTOR WILL CONDUCT A FINAL INSPECTION WITH THE OWNER OR OWNER'S 220 OJ MONDO GRASS OPHIOPOGON JAPONICUS I GAL 6 8 FULL, 8-HIB MIN. lu REPRESENTATIVE AT THE END of EACH MAINTENANCE PERIOD SPECIFIED FOR LAWNS AND PLANT MATERIALS. NOTIFY } { ' �5 LV VARIEGATED LIRIOPE LIRIOPE MUSCARI 'VARIEGATA' I GAL � 8' 8' FULL, 8-BIB MIN � LU v �F ,, { ,# THE OWNER WITHIN 10 DAYS OF THE ANTICIPATED MEETING. 11 ',',I',,'" a v 2. PLANT MATERIALS: 3 ks# '' A. REPLACE PLANT MATERIAL NOT IN HEALTHY CONDITION OR WHICH FAILS TO MEET SPECIFICATIONS. 530 FTF FOXTAIL ASPARAGUS FERN 1 GAL 10 IS FULL, 4 STEM MIN. ,, 1 P ' a B. DECIDUOUS MATERIAL WILL BE GUARANTEED TO BREAK DORMANCY IF PLANTED IN DORMANT SEASON. ASPARAGUS 'FOXTAIL FERN' ' " _I '� i r''jI ,K�lP ' " R 3. LAWNS: 2�0 EG EVERGREEN GIANT LIRIOPE MUSCARI 'EVRGRN. GIANT' I GAL =12' 12' FULL, 6-BIB MIN.- , fil U ` y ,,r / ,. + 1 A. AT THE TIME OF FINAL INSPECTION, SODDED LAWNS WILL BE ACCEPTABLE PROVIDED A HEALTHY, WELL-ROOTED, ^ q 11'1EVEN COLORED, SMOOTH LAWN IS ESTABLISHED, FREE OF WEEDS, OPEN JOINTS AND BARE AREAS. ;. ', RPLAC1"INTS AND CONDITIONS: 302 HS YELLOW DAYLILIES HEMEROCALLIS SPP. 'LEMON YELLOW' 1 GAL 1 ' 10' FULL, 8-LEAF MIN. U � F Y: 1. REPLACEMENTS WILL BE MADE DURING THE NEXT;PLANTING PERIOD FOR THE SPECIES UNLESS THE LANDSCAPE - - CONTRACTOR AGREES TO AN EARLIER DATE. 435 sf AC ANNUAL COLOR SEASONAL MASS PLANTING 6' POT MIX ORGANICS INTO BED {- I 11 I ` 2. THERE WILL BE A ONE TIME REPLACEMENT POLICY. z - I k' 3. A REPLACEMENT WILL BE OF THE SAME SIZE AS THE ORIGINAL WITH NO ADDITIONAL SOIL ADDITIVES TO SE USED. 3,000 SOD tIFWAY BERMUDA GRASS CYNODON DACTYLON 1' X 2' TIF 419 I 4. AFTER INITIAL INSPECTION THE LANDSCAPE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT MATERIAL THAT NAS I 11 Ix13 y11 BEEN DAMAGED BY VANDALISM, FIRE, REMOVAL, RELOCATION OR OTHER ACTIVITIES BEYOND THE LANDSCAPE CONTRACTOR TO BE AWARE t r ��' CONTRACTOR'S CONTROL. „<.. 5. TRANSPLANTED ITEMS ARE NOT GUARANTEED. of POSSIBLE UTILITIES IN AREA / WHEN DIGGING ( CENTRAL LEADER 6. PLANT LOSSES DUE To ABNORMAL WEATHER coNDITIONs SUCH AS FLOODS, EXCESSIVE WIND DAMAGE, DROUGHT, �J,� f ' l: SEVERE FREEZING OR ABNORMAL RAINS WILL IN NO WAY BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR FULL CANOPY WITH - 1%) %\*, , STRAIGHT TRUNK SET PALM SO THAT BUD IS 90 DEGREES �, PERPENDICULAR TO GROUND �` �< FULL VEGETATIVE HEAD, -1' - 8' - REMOVE BROKEN FRONDS, CLEAN-UP Q FROND BASES M� , _ !U k 2" X 2" U100D TREE STAKES FOR TREES 3"+ CALIBER REMOVE ALL CONSTRUCTION 2-3/TREE IF NECESSARY FOR STABILITY �` STAKE TREE W/ 12 GA. WIRE AND UNIFORMLY CLEANED-UP BOOT SCARS t DEBRIS FROM PLANT BED NOSE 120° AROUND TREE WITH Q ON STRAIGHT TRUNK PROVIDE POSITIVE DRAINAGE " " P.T. WOOD 2 X 4 STAKES �' SHEET t1tLE FULL - 2 X 2 WOOD TREE STAKES FOR NON-HURRICANE CUT PALMS ONLY 15 - SPACE 2 - 4 CANES, 5' CLEAR TRUNK TREES 3' OR LE5S, 2-3/TREE IF Q 2' X 4' BRACING WIRED TO BURLAP k �,' SAFETY PLACING `4' PINESTRAW MULCH NECESSARY FOR STABILITY z WRAPPED TRUNK STAKE SUFFIGENTLY °, t I 4" EARTH SAUCER FOR WATEfi�21NGn TO GROUND FOR HIGH WINDS 4 EARTH SAUCER FOR WATERING '' ' BED APPLY 6° PINE STRALU MULCH LAYER APPLY 6' PINE STRAW MULCH LAYER FOR LARGE DATE PALMS USE STEEL CABLE 8 6' SOIL MIX - I/3 COMPOST, (k 36" MIN MOBILE HOME ANCHORS, MIN 3 ANCHORS EDGE INSTALL TREE AT LEVEL GRADE PLANT AT LEVEL GRADE 2/3 TOPSOIL, GRANDULAR �� `° ,i 6" SOIL MIX (1/3 COMPOST 2/3 TOP501L) PALM FERTILIZER �' - PLANTING 6" SOIL MIX (1/3 COMPOST, /- NOTES U _ ail: „ f: 4' HIGH SAUCER W/ 6' PINESTRAW �. !, �..1,. u 1 iui B;�� u 2/3 TOPSOIL) : •':r✓ : ,� ��,uuu,�u�,uu,n, I"+1�I11�1€� 1111111 , Q€ul€€u111 II 11 11 II, 11 11 11 II II,+ II II 11 virl� 1,11 111. ? �� . MULCH LAYER v ,t i+` ,+ q�aS + '' o r �i % / /\' +_ ►yid! / %�%� t ; ,{: f 7 ROTO-TILLED INTO SOIL : . ..; . c �'� �/�` ''' .t�f� / ' COMPACTED EXISTING SOIL II�������� "I"I����� � ��«`-� / ; .� ti •�, I ' 'j - �Z>? '+- Y � -' BACKFILL FREE FROM DEBRIS '� i [ ,i e ,/lam- 7t/�, !' ' b BACKFILL MIX AS SPECIFIED. TAMP AND �I E s - CONTRACTOR TO BE AWARE '�� / 1i` `/`� r TAMP AND WATER PACK TO %� a UJATER INTO PLACE COMPACTED EXISTING SOIL BACKFILL cp COMPACTED EXISTING SOIL BACKFILL !.-I t7,l�//i.. . I; ' EXISTING TOPSOIL FREE OF ODSS �EzUTILITIES IN AREA 11 �'�� �`i i REMOVE AIRPOCKETSWATER PACK SET ROOTBALL ON UNDISTURBED SOIL. 1 OF LIMEROCK AND DEBRIS DURNG (INSTALLATION MIN. 30' IA t � , TO REMOVE AIR POCKETS 4 ROOTBALL D ME ER �1 IiI ' SHRU5 / GROUNDCOVER PLANTING DETAIL - 1I 11 ., j�f NITS MULTI-TRUNK 'tR PLANTING TREE PLANTING DETAIL p D I NTs N.T.s. TRUNK PLAM PLANTING DETAIL DECEMBER 13, 2013 I' � N.T.S.1 REVISIONS I, 1 I sl 1 I 11 ; 1�.. I SCALE r � ,, ti I �4 `� , -11 � "'T lq � ' " t G "' NORTH .111111 SHEET r, . L10.3 � » I € 12 �471-1111111111 4 �,�,v�,� I I - - - � -1- __ _._ Y .V ' t ; DO NOT MEASURE DRAWINGS =0 V , NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES 4,144 PRIOR TO CONSTRUCTION. SEE GENERAL NOTES t"r II' G I > ` s 4z r zs f INLET PRESSURE GAUGE C� t= AND SAMPLE VALVE 1 ALTERNATOR CONTROLLER 0 F1 j - INLET PRESSURE GAUGE MINERAL TANK MINERAL TANK o 0 q-qqNmyn AND SAMPLE VALVE REMOTE STADER (D Lf1 F , r,¢.. ;)r \ N ON 5 40 pool, O 0 co ` — O O I w TRAP PRIME T' a; N ' : I HARD WATER INLET c o — — — o ❑ 0 0 0 ❑ ❑ o o t 1/2 CW SUPPLY o I PIPING IN WALL �,1 )� 9 Com' I ` ��r�\ ' -, L 1 LAVATORY � �t C) . � +I'�'� t 5 N rr , (i gi V Q1 BYPASS VALVE I 1/2 CW SUPPLY PROVIDE SEPARATE TRAP fftS )� o NORMALLY CLOSED `� TO FAUCET PRIMER FOR EACH DRAIN. U) o co AUTOMATIC BACKWASH CONDO UNIT MECHANICAL ROOM I N I I I FLOW CONTROLLER TRAP PRIMER EQUAL J I I SOFT WATER OUTLET i Y o °' TO ZURN Z-1022 U 0 BRINE TANK 3 1/2" SCH. 40 CPVC a °' 1/2 SCH. 40 CPVC a m 0 PIPING FROM PRIMER ESCUTCHEON PIPING FROM PRIMER Cn c, ' 7y, 1 TO AUXILIARY INLET PLATE (TYP.) j 0_0 �—•-•�"""- ' � FLOOR DRAIN TO AUXILIARY INLET m I EFITTING ON DRAIN _ I DRAIN OUTLET FLOOR DRAIN i FITTING ON DRAIN N U °° A ' FINISHED FLOOR rn N END ELEVATION FINISHED FLOOR a . 4 . 17 : , V;730 P SIDE ELEVATION " a ° 1. 2" X 2" 304 STAINLESS STEEL STRUCTURAL SQUARE TUBE. 2. CONTROL ENCLOSURE, 3. DISCHARGE HEADER SUPPORT NOTES. 4. VIBRATION ISOLATORS ATTACHED TO MOTOR BRACKET AND SYSTEM BASE 5. 304 STAINLESS STEEL SUCTION HEADER AND BRANCH PIPING 1. PROVIDE A PRE-PIPED SYSTEM WITH ALL VALVES AND EQUIPMENT TO PROVIDE: 6. 304 STAINLESS STEEL DISCHARGE HEADER AND BRANCH PIPING. T r A. CONTINUOUS SYSTEM FLOW &. PRESSURE DROP B. PEAK SYSTEM FLOW AND PRESSURE DROP' -_ fs r, C. DAILY HOURS OF WATER DEMAND {dt� S�;tj M1at! r/ D. OPERATING TEMPERATURE RANGE 3 TRAP PRIMER DETAIL 4 FLOOR DRAIN TRAP PRIMER DETAIL E. OPERATING PRESSURE RANGE (SYSTEM) 2 DOMESTIC WATER PRESSURE BOOSTER SYSTEM DETAIL F. ELECTRICAL REQUIREMENTS P4.1 g P4.1 NTS P4.1 NTS CONSULTANTS NT STRUCTURAL MCVEIGH & MANGUM fr n ENGINEERING, INC. k ilk 9133 RG SKINNER PARKWAY SINK COUNTER JACKSONVILLE, FL 32256 WATER SOFTENER SYSTEM SCHEMATIC 1 I .. .._ PH: 904.483.5200 { 3, I " P4.1 =t ,� � 1 NTS MP&FP MCVEIGH & MANGUM STUDOR ENGINEERING, INC. WAM I � . i 9133 RG SKINNER PARKWAY ui JACKSONVILLE, FL 32256 4 ' MAY EXTEND ASA PH: 904.483.5200 FLOOR CO W/ACCESS COVER. FINISHED BRASS CO PLUG WASTENENT STACK COPPER OR LEAD SLEEVE a�1".4LINE TOP OF COVER FLUSH GRADE W/COUNTER SUNK HEAD WITH FLANGE P-TRA MCVEIGH & MANGUM W/TOP OF FLOOR ELECTRICAL rp p +0t�, t ; QA4 z SAN. PIPE a z IENGINEERING, INC. o ° �j� \\�\\�\�� CHROME WALLCOVER 9133 RG SKINNER PARKWAY r ' /\��� AND SCREW JACKSONVILLE, FL 32256 z Moo NX WALL - VENT PIPE t ° -16" SQUARE CONCRETE PAD04 PH: 904.483.5200 , into! _.,` o PLUGGED TEE 4,. w ---1/8 BEND 1/8 BEND TROWEL SMOOTH AND EDGE ROOF MASTIC ' CONCRETE 4" DEEP WITH WWF WITH CLEANOUT 4" FLOOR LANDSCAPE ARCHITECT z ` ---BALANCE OF PIPING REINFORCEMENTS -r. w ;.. _ /.... / ./., - /r / EUTHENICS STUDIO SAME AS CLEANOUT i, 1650 BEACH AVENUE - I o TO GRADE WASTE LINE; FLOOR LINE T O I ATLANTIC BEACH, FL 32233 LENGTH TO SUIT I w ROOF DECK ROOF DECK PH: 904.246.6219 �--WASTE LINE PACK W/ OAKUM OR EQUAL REVISION DATE F VIVA JONI { MATERIAL TO PREVENT NOTES: CLEANOUT SHALL NOT BE 1/8 BEND IF CLEANOUT v a LOCATED IN CARPETED AREA OCCURS AT END OF LINE 118 BEND ASPHALT DRAINAGE 1) THE AIR ADMITTANCE VALVE SHALL BE LOCATED A PERMIT SET 12M113 o MINIMUM OF 4 ABOVE THE HORIZONTAL BRANCH p DRAIN OR FIXTURE DRAIN BEING VENTED. z 2) ACCESS SHALL BE PROVIDED.AT ALL AIR ADMITTANCE FLOOR CLEANOUT CLEANOUT TO GRADE BALANCE OF PIPING SAME VENT THRU ROOF DVALVES. THE VALVE SHALL BE LOCATED WITHIN A 410; AS CLEANOUT TO GRADEVENTILATED SPACE THAT ALLOWS AIR TO ENTER ' z P4.1 NTS THE VALVE. 3) THE AIR ADMITTANCE VALVE SHALL BE RATED IN I a 0 5 CLEANOUT D E T /� I L S 6 WALL CL E A N O U T DETAILS ACCORDANCE WITH THE STANDARD FOR THE SIZE OF /`� l� THE VENT TO WHICH THE VALVE IS CONNECTED. o P4.1 NTS P4.1 NTS vt w Q AIR ADMITTANCE VALVE -- DETAIL �} Z 8 4 q. oil ' � P4.1 NTS ENGINEER'S SEAL OV , Tt w p ;fit NOTE: GREASE INTERCEPTOR CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH CIRCULATOR - ALL GOVERNING CODES & AUTHORITIES. woo 0 t: TACO MODEL 009 OR EQUAL ',+ g AQUASTAT - SET 2 WAY (2) 18" DIAMETER OPENINGS 2 WAY Fyn _e FOR 110'F HW CLEANOUT WITH TRAFFIC-FRAMES AND CLEANOUT L NOTE: CHECK VALVE AT GRADE 2" VENT CAST IRON COVERS AT GRADE FINISHED 0 iw- PIPING OUTSIDE THE WATER HEATERS SHALL ® GRADE O BE INSULATED AND HEAT TRACED, HEAT TRACE SHALL BE PROVIDED BY PLUMBING �� a a j l of "° rr t , CONTRACTOR. COORDINATE HEAT TRACING h. ° ° a° O INSTANTANEOUS INSTANTANEOUS v REQUIREMENTS AND CONNECTIONS WITH _ 3 VENT GAS WATER ELECTRICAL CONTRACTOR. GAS WATER HWR. ° HEATER. HEATER. °moi CADD DWG. FILE NO. o - _ 4" INLET--- rr 3 WATER ° __., i o 4 OUTLET £ o i i SCALE " � VENTING NOTE: ��°; ° 4 PIPE ° 4" SANITARY TEE (TYP.) AS SHOWN W MANIFOLD 2 AND 3 VENT PIPING n ; 24" G .� ) rr I o ° 4.2rr u i DRAWN BY 6 a tr BELOW GRADE; INSTALL 3 GOOSENECK i0 a VENT ADJACENT TO BUILDING AS 1500-GALLON PRECAST SHOWN ON PLAN SHEETS. 112" v CONC. GREASE INTERCEPTOR } ° c rr LEGAL DESCRIPTION PRESSURE RELIEF VALVE. PRESSURE RELIEF VALVE. $ v u, INVERT NOTE: °d ° ;r %"GAS CONNECTION. "GAS CONNECTION. INLET PIPING SHALL ENTER AT CONCRETE BAFFLE _ ° DIELECTRIC DIELECTRIC 2 1/2 ABOVE THE INVERT OF w THE OUTLET PIPING. ° UNION (TYP.) �, UNION (TYP.) . e z > �- PROJECT PHASE IL J -� 'Ik w o rr BOILER DRAIN %" BALL VALVE BOILER DRAIN Y BALL VALVE N a" (TYP). N VALVE (TYP). (TYp) N VALVE (TYP). PROJECT NUMBERPERMIT SET w U Z 18-11 °' = DIRT LEI—, DIRT LEG. 0 AS SUPPLY. AS SUPPLY.' GAS SUPPLY. 10 GREASE INTERCEPTOR DIAGRAM �4.1NTSNEW CONSTRUCTION - -_ �_ �g 2013 ^J�{(fig q]/•�j 3 = CW SUPPLY. CW SUPPLY. CW SUPPLY. O ATLANTIC BEACH, FLORIDA = CHECK VALVE (TYP.) lit CHECK VALVE (TYP.) .66 p - t 't,{ o •__ o HW SUPPLY. HW SUPPLY. _ ATLANTIC BEACH � C Z o "W SUPPLY. COUNTRY CLUB E v _ r a o M cVEIGH & MANGUM PLUMBING a o ENGINEERING • INC ' 0) �� g INSTANTANEOUS GAS WATER HEATER DETAIL— 9133 so R.G. Forda3�56 DETAILS M — Ph: (904)483-5200 Fax: (904 636-6770 } CA 6330 email:mail@MeVeighMangum.corn � o P4.1 SCALE: NTS =� Eng.ofRecord: F_Yarizadeh LicenseNo.: 40287 These ma ena s are copyrightedan ro ec e un er ec ion o e rc i ec ura ors o n ro ec ion c o eco n ro ec Ions a a e P P4 . 1 //0 a' F` overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. 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I I� , �-� �i;� _ , 11 I 1- � 2 GENERAL NOTES, LEGEND & ABBREVIATIONS SP2.1 COMPETITION POOL GEOMETRY PLAN A3.20 MAIN CLUB HOUSE - BUILDING SECTION S 'B-B' & 'C-C' MO.2 MECHANICAL CALCULATIONS �­:� ,�:�,�­i r, I I I ". a� , I-, � ­,� '�­ _��Iil I I F 11 ,­,­il:­�,k; z, � ,�I­�,i"-��,�iil� ��. k, ' ' -11, , I- 1 , I . � ___ 11 I r . l�,-,'k-II � rllici,,.�''_: , I ­ 3 PRE-DEVELOPMENT DRAINAGE PLAN SP2.2 COMPETITION POOL SECTIONS 11.1­,�l , I ii - � " ,� �:��,, ! li � � I ' ', � A3.30 TOWER ENTRY, CABANA / TENNIS / FITNESS CENTER - MO.3 MECHANICAL SPECIFICATIONS l��_�;,_�', l.'-�C ,:�_ - I I � I : I 1�i��:"`Ii,:;�,,� , �; � ,l�,:,-­ " 11 V1111a,", , I, I M,.,`.;�� I, �i.... .. � I ;1� I I ,q � I ,�'i'��'_".".,"I"�_-�"�L'�""I�' ,:'..�ii "� ,�l � 11 4 POST-DEVELOPMENT DRAINAGE PLAN SP2.3 WADING POOL & WATER FEATURE SECTIONS BUILDING SECTIONS 'D-D', 'D 1 -D 1 '3 'D2-D2', 'E-El, & 'F-F' M1 .1 CLUBHOUSE MECHANICAL PLAN ii, � r-, 6;r I , i'� J­�," � l'i 'il I �"� ' � � � L, ', , , L L ,� I I i _i L 5 I!,Iht I?," I , ; - � ,� "I DEMOLITION PLAN SP3.0 ZERO ENTRY WADING POOL, & FEATURE MECHANICAL PLAN A4.1-0 MAIN CLUB HOUSE - WALL SECTION 'Al ' MI FITNESS CENTER MECHANICAL PLAN % I I -1 � I j A, '' ,� ­ I i - I , i iA4 � , ,, 1.11 ''V': I lrl � 11 , , �,!,ii,, Y I , , ' '.'' , I'- 11 il , , "i , I , '�'­ � '' -7 I'l ... , "ll 1i ,; , � ,: l'' -i� t �'I(l 1I , I 'A� C; � I � , , , � � ill; Iiiiii ,� I ]��I'i�,I I i ,� : 6 EROSION & SEDIMENT CONTROL PLAN SP3.1 COMPETITION POOL MECHANICAL PLAN A4.20 MAIN CLUB HOUSE - WALL SECTION M2.1 MECHANICAL DETAILS � ,�� I .11! I I 1 ' . I � I i I I i I _[' 't, C 4''I�� 1 ,e'i , - �_,:�,I�,,,i __ . I 1, 1,L l,'�1, ��., , I ��,,l ,il .": '11 8 EROSION & SEDIMENT CONTROL DETAILS & STORM WATER SP3.2 EQUIPMENT AREA MECHANICAL PLAN A4.30 MAIN CLUB HOUSE - WALL SECTION 'Blf M2.2 MECHANICAL DETAILS "" I Ill, : �li li �� I 14111""', -['' , . l,, 11 ilil ll,,�, I�Lj i I 'Il! ii,,��,.o ll�� ,;� POLLUTION PREVENTION PLAN SP4.0 POOL DETAILS A4.40 MAIN CLUB HOUSE - WALL SECTION '132' i� ; I 1, I � II �, 11 ,[ I ,. i� l! I 11 I ��i ,1, 'i t,I I � I � � � - 11 I ,I; , 1 lll��"( I�4­ !", . I .1 ll� I I �;,!�',j' 1 : j : V � i� ;, J � �l�lli� il�l I � ll�ll , 1 !I, � �,��, 1���I�illi,: 9-12 CENTERLINE GEOMETRY PLAN SP4.1 POOL DETAILS A4.50 MAIN CLUB HOUSE - WALL SECTION 'Cl ' . ELECTRICAL I I , t , �,,jsifl�i I I 0, ,,i!,�,� I� �! 1 I � 1 4� , I I I � � �10 I[, j; ,� 1, �il . j d � 11 I l I"l 1 31 , ,,1.jil, ,I i",1 i I ���I !I I I l j � I: �i I I!,I i ill"i I;li, I I . ,%�1 1 1 1 l�,I ! It I ,I � I �i, , i 11 �,l! J I � !��ll!� A�P� 1 i" 13 CENTERLINE GEOMETRY PLAN (PHASE 11) SP4.2 POOL DETAILS - WALL SECTION 'C2' EO.1 ELECTRICAL NOTES LEGEND & FIXTURE SCHEDULE 1 ; I � � ul � I I I! I �%;,L i , 'ill :, I li� I! !1 1 � I ili, I " ll� ' ' � A4.60 MAIN CLUB HOUSE , � 1 ­ i� ll � � T: . I I * � I 111''', ", I � 1 , I , ' ' I 11M " !�� ' l 7 (� i�, - 11 1. � � .1 . 11'V � I ! � 6 I 11[ � 1�:l I I � 6 L . I . .01 �Tll �li, : 1� '; I , 14-15 CLUBHOUSE GEOMETRY PLAN . '. �, ;1[ 1,1 . , �� I I SP4.3 COMPETITION POOL FILTRATION UNIT A4.70 CABANA / TENNIS / FITNESS CENTER - WALL SECTION 'El ' EO.2 ELECTRICAL RISER DIAGRAMS " : t �: �­l � - - i! i 1, 11 : ! ;� il I -Ili � �� I I I Ill �, il I , !� � � � � L I : 11 i � � ; 1 _ I ' ,��: i I i i � , �� I 16-18 LOT GRADING PLAN ( ll L ll� el!, ki I , 1�1' , I SP4.4 WADING POOL FILTRATION UNIT A4.80 CABANA / TENNIS / FITNESS CENTER - WALL SECTION 'F1 ' EO.3 ELECTRICAL PANEL SCHEDULES N � I ;I � I 1� ,i�eliJ l'] jr ,�, i: "', "' , , ,l , 11 iAl"I' ' I' ll I t ',�li I I �I !!, ;1- 11 �1 11 ,1"�� , � ,,I i i �[ ?i! , "I I r. I ill 1� I ,I I,1 :1 i 1, " I I �� 1:1 'I, 19-26 PAVING & DRAINAGE PLAN SP4.5 INTERACTIVE WATER FEATURE DETAILS A4.95 BRACKET & BEAM DETAILS E1 .0 ELECTRICAL SITE PLAN '' ,( ,� � ,, , v ' ' I , I V-: ,,, it '..'� ' I) '��,,�'''��11�1�1i' - 'i (' ,I� il� ; 11 F %l I �11H, , ,; I, ;I ,.,,�, , ' , I � ,�,,�� � ;� 1,, , 1 14 ­ � 6;M ll:�,' �:'i, �:_­I­ i�, ­i� ,;" 11 27 PAVING & DRAINAGE PLAN (PHASE 11) SP4.6 INTERACTIVE WATER FEATURE DETAILS A4.96 BRACKET & CORBEL DETAILS E1 .1 POWER & COMMUNICATIONS PLANS I , I I �",�"I�;l�,Iilll:�,, ), " �, � �: : ,,�T ',I , ��!, "i�; ,��i _i­ . 'I,,� , ���I�:��......�r:l��,�� ' 'I'j.�''­ � i ,i�, ,� ,��.­�'�� , ; 'il��; _ � , '' - "i ;1 � !J"' , 'I I � l I 1 1, 11,�� �i � I , , . ;,,�','�,,`V �i,:��-,,,� �,�.���)��i,-",��,���l,�,�,,.����� ,,, '-1 ki`�;,,�l - , I - ,,, - _,� 28-29 CLUBHOUSE PAVING & DRAINAGE PLAN SP5.0 COMPETITION POOL RECIRCULATION SYSTEM SCHEMATIC A5. 1 0 BUILDING WRAP DETAILS E1 .2 KITCHEN & BAR POWER PLANS ( I��8­lii­ ­,`�­, �­;, � I i��,,�, ' ' Ill ��q� 1 --t �, 11 1, � , �,2','. � , ,;i I� i, ,�­,,i, � ' :�il_ _,:ll , "'. � I , li� , � ' 0:�� 11_�i,j�',�_, �,%�_,�:�', - ,� '_' , .1 ,� ""' ' �,��-,f���,"--"�i',,-����.,,�-,I�,,,�'�;��,,-,,'�� - � ­­­_ �:_: ,tll� �_,L- ' ' I L:� � � l��./li,Y��, , 30-32 PAVING, CURBING, & DRAINAGE DETAILS SP6.0 LIFE SAFETY PLAN A6.1 0 WINDOW SCHEDULES - MAIN CLUB HOUSE, CABANA, & TENNIS / E1 .3 ELECTRICAL ROOF PLANS , l � -­ Y�mll, r"', """ :'Ikl : �_��i,',,;:'l ��� ,, ! , , � � " �i �� ��­ �,; � � I !1d"I'l-I Tr - 1�f� -­,��,z­.,, "�,` :i. i ,� �, l,iL;,,:_"il ,"i,�, �, `�` ,:�_�, ,I "I i��,,�,�-,�,,',,�`,'- ',,F-���:, , 1. I < _�� ,� l' ' ��,�,:"",�:i;����.�,",,i'-�",;,� _�,'�j ,�, �I; ,� "ZL'�,;�­ ", i_'­�:'� ­' �, , � - � 1i . ,� I I ­.: -, 11 33-53 PLAN & PROFILE SP7.0 STRUCTURAL DETAILS FITNESS CENTER E2.1 LIGHTING PLANS ,�,�,Il,� ,0�141W,, �, .", � ::,�,' 1_:.I�i , - � 1,_`�,�' lo�i _� , I 0 ", � P`,,'o��',�,,�.�V " ,; � '' . � I'", ''I'll"."il., �­,�...... ", ­' . ;� � , - " L L , ll I � i�4i:�,1 , ��, , - � � - i� ",; ;I:� i, �i`�.I�;I��i�� �­, � - I r"i, _',,6� ,,,,��,_,i­, '.11 ( I ` : � 11 I ., �, 1 -55 - vl,,'�,ll, _��,.��:� , , I 1 , , 1 : i:l�� 54 PLAND & PROFILE (PHASE 11) SP8.0 POOL & FOUNTAIN ELECTRICAL PLAN 7 DETAILS A6. 11 DOOR SCHEDULE - MAIN CLUB HOUSE lil" , ,,�,,,,, �,�i I��,,'�,,�� �Li "." ill I � I 11�L, I !"' '_ ,;" 11 I ,: " , � ' �l��i,�'�,.�!�,,� I _,�Jlj lj�',�).11,�'._ , :, ��,� ,4,� 1 " - ,l""", I,,. �,��1- �;,ill.l l-,'' i'i., , . ,� ", i i, - i , ,­�,,.,! Id I� ,I � I� �, i .�, ,� , ."11-.1111, i �, - !��:: 56 MASTER WATER & SEWER PLAN .�� I - ,i*,, f�I "', :� - :" . ,,,,,, ,I " I �� , - � , �_ .< � )"i"J,�_- ",�� ii , lil. , -: , I A6.12 DOOR SCHEDULES - CABANA & TENNIS / FITNESS CENTER PLUMBING ,,,� �.,I" li I , � � , , , "" 1'j ,� I - 1'11-'',_� 11_,',,i,� ,�� I., 1 :1.1, -- -l�� ii, ­� . _� � . , v Yr, ,- I- -,� �­,, :,���,,�,,�"'­­ 1. p , r """ ., 'I �1�,­ � . "I. -, � I, � , - - 1 �," , _­ , _,.", �, ,� � 1 57-58 CLUBHOUSE WATER & SEWER PLAN ARCHITECTURAL A6.20 WINDOW DETAILS PO. 1 PLUMBING NOTES, LEGEND, & SCHEDULES � 1��,,�, , '' I_`�,��� ''�, , i- , " "Ir'-l", " , �; 1�:�:�i " _ 11 I ��i,� "':oi,",��,, ',� �i,�-�'� 'i, ::, ; , < 1 , , �:­ I I I - I lll_'��I ­�,. _ ,�i_�, I � I . . ,i I , , I 1��­`,jlli ­�­ '�'Ili"I"'17,11'l.' ' I, � " ' ' I 1� I 1�_ 59-62 WATER & SEWER DETAILS AO.00 COVER SHEET A6.21 WINDOW & DOOR DETAILS PO.2 PLUMBING SPECIFICATIONS , , 14�11_� 'I, I : , � ,�.��'�' , ,,��_I 'i,�� I I I L � , , lt­ . � - : _- 11­ 1­1� , � � , ,,; :�, . ­_ I _ , " ",_'�d_ 1, I I - _!",,:�, ,! o 1_1_ . � ''I'. I 1 63-64 GORMAN-RUPP PUMP STATION DETAILS AO.05 ABBREVIATIONS A6.22 DOOR DETAILS P1 .1 CLUBHOUSE PLUMBING PLAN I ", � _ � ­ , � - I _� I � i�,�,�,,�""�L,�i"",;�',��,�,�"Li'�i�r""��,� ',_:_� � . 1�,`­ � '_­ I ,il -9 j'' � ., _��lv. ",". �,,,'�,-­,i,�"r',��:,,i, 'L . -1 , I � li� �l'#O :�-,-_,, ',,�,�: " ,, , `1,`1 -, �, . , ,� ;, �,�, ­,,?�� ', -__L - ,,, �, _"l �,­­!",'�',:",",' � I , - 4� � , _�,� I PRIVATE PUMP STATION PLAN & DETAILS , -- AS1 .00 SITE PLAN '11,1 _77- ,�,l, " - , 21 �_ 1 65 1 1 ,� I ,'P, I ,, I �': � , - A6.40 HANDICAPPED & MOUNTING HEIGHT DETAILS P2.1 CLUBHOUSE SANITARY PLAN I � - �,: '��:�'� , " "L �,li � I I I I ­ � 'T, � I 1, , � ;�, � � � I I I I I I - �f�i,,��"i"�I";,: i ­�', 'f�,� I , I 11 66 .__� MAINTENANCE OF TRAFFIC DETAILS A1 .05 MAIN CLUB HOUSE, CABANA, & TENNIS / FITNESS CENTER - A7.I 0 INTERIOR ELEVATIONS - MAIN CLUB HOUSE P2.2 CLUBHOUSE DOMESTIC WATER PLAN ____ , � , . , , I I � I , I � I I �� _�,�_,��1'4,�,,vi,�,,�,��, I I � . "�;,,6 1 ,��_� , - 111111......'I o. 1­1,'x�,l­! , ' 'I .� �, I I I �,11 1, I - �'!" ,;� � I � - � , - I I- , , I i�,,�I�_,i�,,l ­ I - il-�,",��ii`il ,� ,:, .��,­ , , - I 1, l:. ,"T�i, " I, I "I . CODE RESEARCH & LIFE SAFETY PLANS A7.20 INTERIOR ELEVATIONS - CABANA P2.3 FITNESS CENTER SANITARY PLAN 1'. "_ �, , �,l­�­ I l I ," I I I . , , i-I � �,i_ � i I . ,�:.l, 17. - I ; I , " - 1, I � I I - I ,� ,": ' 'i , � � I i I ; .. LANDSCAPING A1 .10 MAIN CLUB HOUSE, CABANA BATH, & TENNIS / FITNESS CENTER - A7.30 INTERIOR ELEVATIONS - TENNIS / FITNESS CENTER P2.4 FITNESS CENTER DOMESTIC WATER PLAN I ,-;,�i:,�,�,,,,. ��4,:" 1�� � i, " I �_ I I - 'I L `� - � �",�,-,��",,�'�""�",���,", , ,­� I,­'_,IiLl�,�,__,�,�'� �",�_'�j�;�,"i,! ��� � � ' L, �� �'��`� �`j�,'_,-Li I �1'1" �,��i��,,,����-"��"-:�"''-,��,�,� ,,��,,�7��, !!:,�,,� 1 - � "', ; & !­­-, 11 l--, jq',� 1��,,,-`,�..,(,,',',-" . L-1 OVERALL LANDSCAPE SITE PLAN 1/8" SCALE A8.10 MAIN CLUB HOUSE, CABANA BATH, P3.1 RISER DIAGRAMS � I , , t ,,� i � -,�11,,�!,!���I�1",j':, �I , - � _ ": �� i I Ili - - , 1, , e -, ': � - , l _I1 ,11,111' ' , "" t , " , , , , v", , _9 ,-�,���,:�""�-�-'j�iL,.,�,.'�,,'�!�.�',�,,,,,',�,., ''."lli _e- ::::: � �V C -, 11 I - - �. . I " ­j,��lyl �0_ I'll"' ' � L-2 TERRACE / FORMAL LAWN PLAN Al .1 1 ZONES 1 & 1 .1 - MAIN CLUB HOUSE - FIRST FLOOR PLANS & TENNIS / FITNESS CENTER - FINISH SCHEDULES P3.2 RISER DIAGRAMS � I pol ,;�i _ i '�6:�4��Ti­`,­_- ,,, �j ", ­��r, - - ,; �"i!ir, ,,, _ i - , ­ ­ ,� ,�",`,� � , �, �__ _�, ,- - � - -, ,�- �i,l i� i I - �, 5­11� , � , i- - , 1� ll . . - �_ -, ��,� ,�,._�, . R1 . ,I',- , I "," ,,, " - " il ' . l. , � ���,�-,,:��,:,i,�i��""�,,,,�,', ,,,��,� " ,:��"" , , ,. i ! . I , . - I X 11, - . 'I , , ''�, ,,,1, �� ,��� i, 1: K ­ .. - " 1 ,��;�,�,�, �`61�j;��:'��,"��,`��:, : V_ . m , ,, , I I �,� ,, , '' �l , ill,�", 1, _� � L � , � , -3 :,'._)� 11 ))),,���'I'�i'���:,�i,�'�'�����l' , I ' ''' I, ' ' . � L POOL TECK PLAN Al .1 2 ZONE 2 - MAIN CLUB HOUSE - FIRST FLOOR PLAN A8.20 TRIM PROFILES P3.3 RISER DIAGRAMS I , , " . '' ffl,�� 1 , I I i V . ll� , i 11 I I , 0 1�,,�it!i�'!�,,,Vlt '', I I 1! I Ij I� i I I , 1 '�' ,� ­ ,�Wl � I �; ,� 'Isi ,i� �,� ­ , , 111 - Vz li��,!,,I,l J,I', � , 'I. 2 ol �� �Tj � i �� 17 L-4 HARDSCAPE DETAILS Al .1 3 ZONE 3 & 4 - CABANA BATH, & TENNIS / FITNESS CENTER - A8.30 DECORATIVE BEAM, TRIM, & CORBEL DETAILS P3.4 RISER DIAGRAMS 1-k-u it' , i,�,:t�,',',i�i!,�,�,j�""�l�,�,� ,t,��l ,!'� ' ' ' - �' � , I � . Ili I , - I I I I . 6 1�6.� ot ���,,�: I : r �:4"'I,:S, il � �.­ ''I 1��,-�� , 1 , , 11, 11 :;� , �o �o . ,_ 'i:,; ,�, ��i ­ �,� � ��,,���,�ll"�,���"'"',�,�,,,,,,,�,�, I .. . �"L �� : ,;­�­ " 7 'l - il, �,!:,Q��i-i,', i� I � , L-5 HARDSCAPE DETAILS FIRST FLOOR PLAN 2�,4 r,';';"')�"""� ,��,���,,�,��,�l A i, : li ��:i_l�i:,� .- I liil��,,f,,'�;��, � ., L I 1. 11-.1 ��f,.. ,it ^ , �� , � , i, i�t�i� :,, ", , 6 Id, , ,:' ., A8.40 TRIM DETAILS '. i4� ­ � ��,-:, P3.5 RISER DIAGRAMS - _�Ii._�"11",I't�,��, ��,�",�',�L���,.,���i��;,�,;�,���� r, � I � . I CP I n ­ � t I W I "Ill,i;,,� 1.1'.1��;Le,".�:',�'rL V , .! ll� TliI, L-6 MASONRY FIREPLACE PLAN & DETAILS All ZONES 1 & 2 - MAIN CLUB HOUSE, CABANA, TENNIS / FITNESS CENTER - A10-.11 ZONES 1 & 1 .1 - REFLECTED CEILING PLANS P4.1 PLUMBING DETAILS I ,I' - L e '_ �,!�_ �� :1 L , ­��i�i',,�' � � � , ���I�,�', - ��,� �� 3.1� 11-1;) !iil`id `�A��! � I ,� �������;,�il-,�',�!,,�",;�',� ,;� I �� I I v 4� "��, � ��! � , - I 1 0 _�.4 pi �"I' ­ , I ,li�_0- .01 �,� !,�:,i��,,,!,�I;_, �, I ,��_,�11��'�11)�`11'1"�� -"','��"`�,-, , "" , l��`111�,, I t '. �, L-9 BAG DROP PERGOLA PLAN & DETAILS ATTIC & STORAGE PLANS A10.12 ZONE2 - REFLECTED CEILING PLANS - �11 I i­�,,,,,,-,, ". , I �:�;,_ _ , , 1 : :L I�' 7, ,l,��_��",Z.1111',�i ',,:�I , �; j',­,�",,:I��I�i,�,­­'' ''I - ", , - � �13 1, , � � '4tM r_ kA i � 1� - _ �_ Ili', _�: ,��,,�; i�i� .""!,�,:, , i� F ", I ,"� , I ��`,��:`-��...... � , Ii.i . , �:� � !, I - ,.. �,�­�!il� '' ", - ,� il 10 . ,, l, -,,, I � � T, , l,�, I , ,,,,I I "I ­�:,�,"��l " � , A1 .30 MAIN CLUB HOUSE, CABANA BATH, & TENNIS / FITNESS CENTER - A10.11 ZONES 3 & 4 - REFLECTED CEILING PLANS FIRE PROTECTION , IN", _,�411;11"',T_ L-10.1 PLANTING PLAN - SOUTH " ­�i�;2"­��, ?,�'� li�- - �eT­I, 1,1�;,;'�,,! .`,��, L , 7 l"�,;I , _��'t,;'��--�,'�-,' "il--,_' � I �� ,�i,, 61,1'1_'�Jil`1�11,lzll��, -, - I "-�:, 1, , " _ , , - I A `,�, v!l"4�!_,� I ", , , _�_Ilil �'11,1'1 I� I _,�,v 4 , ��'--� l-l" � . : I� , L-10.2 PLANTING PLAN - NORTH ROOF PLANS - 1/8" SCALE j - I'll, :�,,�l,',�",��,�i���,-�,���,., ,,�����i.-,� 1 : , :%, �, . _ - , ;! : �� ,,­ . , ` ,�,!f --� I, , � . - I . 111, 4�,,�,­,,k,l,. `,;',,,,�,�',� i , � ' ' .' ' I, FPO.1 FIRE PROTECTION CRITERIA & FLOOR PLAN I � ��'�,, ,,il��: �` :`�� "� :��,,�, o i, � , `�, ,�,,,,, :,",".F"�11,i . _�­ I - ���",,__ 1, �, ��;, _ . . - f�il,,��:­0-1 ,,,,, ' ' :� , 11 . � ­ ��­, . " 'J� - - , -10.3 PLANTING NOTES & DETAILS A2.1 0 EXTERIOR ELEVATIONS - MAIN CLUB HOUSE - EAST ELEVATION FOOD SERVICE - EQUIPMENT FPO.2 FIRE PROTECTION DETAILS & OWNER'S CERTIFICATE 1�_'�:, - _ - - � , �-�:.��' L I il _�,���_ ,, , �'��, 'r',�'F -)�,, -i� i �I' �,"'I � ,ill i � `­, �0' ' ll", -1�;i I I L'� ­ " _­ I I '", A� ,ll,��­` I I �­ ,: IL , � d ­­ I I ,;_,�,�',`,'Wli,'i U ,�, I ,,�,,�;,� I i , - 1% , '. I I l-, I �I '', , , ,­_ - .:"iil-i, �;, L-1 1 .1 IRRIGATION PLAN - SOUTH A2.20 EXTERIOR ELEVATIONS - MAIN CLUB HOUSE - NORTH & SOUTH FS 1 .10 FOOD SERVICE PLAN - KITCHEN FPO.3 FIRE PROTECTION SPECIFICATIONS ,�s'�;�`,�I�,�l;''­� 1, 1, , _ :1 �;­,�:� I � I i �­:"I i �1 ­ ,. , � 1, :::� I; � ,i,111��111'� , .1 I Ill . , 1, �", . 4 ! ,� -�,��:-- !l:��!"'i'%'__ - I - . ��� �,!I � - 1�, ,", I I 1. ,�l�,",i�-�,,,�,,-,���,, ;�:����'�,';��iii '-,,,'��,,,�:,�'i � -1 :',ci:�l r.�,t.,,,),--- -': L-1 1 .2 IRRIGATION PLAN - NORTH ,_ I �� ELEVATIONS -I , , , ­_ . ' ' . " , -o FS 1 .20 FOOD SERVICE PLAN - BAR -C Ill: �,� � , � it", I I ,i� , I - " '' M !�9�_�ii�.'"V�,,-;��`,,,`V,� I r -�,, ? - 1I I . I i% :�.- , I ,,k , � ; , _`1, I- � .1. I ;,i�11�., ,,-. " ,,, ,1 , �14',,�'('. , . I: � 1% b ,, I -'�- - , ., , -. ­ �, I� � , ;� : I , ,- 'I,, ,,�� , �, �- N I CD � : k I ,� , . � ii, � ,,,!�r , , I : . L-1 1 .3 IRRIGATION NOTES & DETAILS A2.21 EXTERIOR ELEVATIONS - TOWER ENTRY & PORTE COCHERE - � �:, _ - � '' I . " , , I ,V CN I I ll I 1. �� I'L,�,�,,A;;," . I It- offlumm , , , Al "'" ' . ,� I., . ! � �;,�ii� ,-Jw� I �i �­". I 11 � , lip,22,191M , M , ­ .1 11� ­ _,­; 1 �, � r, . " �, � 11 I I I'll 1- � L-1 2.1 LOW VOLTAGE LIGHTING PLAN - SOUTH NORTH & SOUTH ELEVATIONS IV � .. rlm" ". I�� �,:,I,�,� I �, ", j' '., . 1, I V.Wfii� ,-) T----1,,:�- -_.�17--, ill V_ ;��,��,�,�,�,� -, �p-11) � � 4� ,��i I � I . j � - _ , , - 1 li� ll I 6� " 'pol-ilitco'l 0 ,p- 6 - �.' _­ I,L"�;� �' 1! �,_,,�� � I - L_.�3 "1_9 f - --,3 �y I ir" 4 lo� I ­ - r, �, - - . I �* Op � ­. ,�, I � . I I ­ -12.2 LOW VOLTAGE LIGHTING PLAN - NORTH A230 EXTERIOR ELEVATIONS - MAIN CLUB HOUSE - WEST ELEVATION SOi.1 DESIGN CRITERIA & GENERAL NOTES 11 A .. 1��- w I 1�,i� � I I I . ,�. I 11 I � I e '' 1: 4 � . . Ir I i _1 '01 I I;! Co I " , I ! � , � G, LI) ; C3 , _ . �. . I . . .I ;, I I , X 1.0/\d I 1 6 2 wl _ L a 1000'e- 1� � , , ., I i,i L I , 11, ,il - 1 :1 ( ke i -il%i, _i , � 1 - - S1 .1 MAIN CLUB HOUSE FOUNDATION PLAN _��)" :2 � � "o `,��,,�,�,L'; , .,?��,I, � i �� :-f�,_� ' 'l: �,� ! A2.40 EXTERIOR ELEVATIONS - CABANA BATH, & TENNIS / FITNESS CENTER �`Illllli c,a^ e, L� D ir � � I - I I ,,��, , 'i,, ]'I", IL I 1� , � I .. I,--- w * �1�,, �-O " � i� � I I � �.... .-9— �. " ` - I I � , . , i'':7''��,, � I I. --.ll-I - .,'� 0 ,':,I:�� I , i . il, �., SWIMMING POOL EAST & NORTH ELEVATIONS S1 .2 MAIN CLUB HOUSE ROOF FRAMING PLAN -3 '�_ f-I- - , ,, ,,, Cer t. C, I- ,"r �,��,,:ill,dl",��_ ,,"-,�',",,��,,,,,,��,,,,,,�����L-"��(""re,�,'�� Y.-a__-���_,------ ­_ i ­: ­i�4i�j��"1`21'li' _ , - , � I,— �Ll­ ��, �: � - 1, �; e 'e, "u, .­ w 'l l� , I - lti :11 � l� .,�,i 0 ,;��� �. 1 7�, , I �� 11 . .1- "' ' . I �1� �_ , .:L1_,l.1' 4�,- - :' ' ,_ _ ... j , �, I . "," 1. l� __ - �I I , ­�, 41 I __1 I - ` 0,i, , I - " 1"", , " , -, l, ��-��,3",���!.",����,,��-",���,'�;,,,�",Y" , A2.50 EXTERIOR ELEVATIONS - CABANA BATH, & TENNIS / FITNESS CENTER - S1 .3 FITNESS CENTER FOUNDATION & ROOF FRAMING PLAN Poroillll k;OVN4 4 r r , . �, _,',� �, .11 �,�, SPO.1 INDEX, GENERAL NOTES, & EQUIPMENT LIST �Iipod 1 . 11 A I., ��­,Iil­&; 11-1 I � ­� I� _� , ­� . � 1. � I'll ,,-�, 11,i I -, I � Il . : (12) I-yt 3 f" 4 I - l,-, , `,�;`� l, 11 1, rwl 1, �_ � , ,I I �, ,,'�� , I . ,-C _ - , - , - - � � i,� 1�1'� � - I -VI `-'-,,�,��!,1,�,l�'r`-,j"',­�'!,`�,�!�ll�i - � i - -0-1\-e--. � , , � �p ,1�1 � fl,llma�', , , �',, * - ,, , ...:� .1 � i_i �� , , ", il ..� : , w I '" ,� ,L � ,i"-',1, I �-""�"" ,��l�,'� ,��,,�;��,-"���,.�,�,�-"-,T-�-,,: . .r�,,,, I f - A--i, -I\ ftll6 0 , � , �l�� , i ; _ '' SP1 .0 OVERALL SITE PLAN WEST & SOUTH ELEVATIONS S2.1 SCHEDULES & DETAILS t) r i OR tc) I 1, , 1, 1 ;� �, i""Ti i �',i, - � � 11 �1_iri�:� t&I 17) ��,'­�T.:�j. �,!�� ',i ­ ,,�, r_ 1 : , 0 c, f �_;��,�'c,_t", 2 I �. � - I � I I, I - ,�,V ,ilf. -0-.-\ 0 .k F_ " I 11 -A� o's - I . 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GYPSUM DIMENSION EXTERIOR WOOD1 PLYWOOD SHEATHING, BUILDERS MESH, CJF. CORK JOINT FILLER O.F.D. OVER-FLOW DRAIN PH: 904.246.6219 ' ' GYP. BD. GYPSUM BOARD CL. CENTERLINE OFF. OFFICE INTERIOR UL. UNDERWRITERS 2x4 PERMIT SET 12/13/13 CLG. CEILING O.H. OPPOSITE HAND INTERIOR REVISION DATE a LABORATORY 1/2" GYPSUM WALL BOARD CLO. CLOSET �"� , OPNG. OPENING 2x6 . ;I CLR. CLEAR H. HIGH O.R.D. OVERFLOW ROOF DRAIN U.N.O. UNLESS NOTED INTERIOR 4 INTERIOR WOOD STUDS _ , l I ., �i + I ", OTHERWISE 1/2" GYPSUM WALL BOARD I _ Iz C.M.U. CONCRETE MASONRY 2x10 ,I z H.B. HOSE BIBB OV.HID. OVERHEAD E<.��� UNIT USG. U.S. GYPSUM COMPANY �� `,E H.C. HOLLOW CORE OZ. OUNCE INTERIOR z COL. COLUMN HCP HANDICAPPED i I�� �' i m CONT. CONCRETE HD. HEAD INTERIOR u n x 2xs n1o CONE. CONFERENCE HDF. HIGH DENSITY FIBER P. a TILE, 1/2" GREEN BOARD, 1/2" GYPSUM WALL ' CONN. CONNECTION V. INTERIOR INTERIOR BOARD o CONSTR. CONSTRUCTION V. VINYL FABRIC WET WALL BOARD, WOOD STUD, 1/2" GYPSUM WALL HDW. HARDWARE P. 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PLYWOOD D. DEPTH WC WATER CLOSET DBL. DOUBLE HTS. HARD TROWEL, MOIST PNT. POINT WD. WOOD o CURE AND SEALER PNTD. PAINTED whl"Imp DEMO. DEMOLITION HVAC. HEATING, VENTILATING POL. POLISHED WH. WATER HEATER m DEPT. DEPARTMENT WNDW. WINDOW 4 AND AIR CONDITIONING P.O.S. POINT OF SCALE o D.F. DRINKING FOUNTAIN WP. WATERPROOF HW. HOT WATER PP. PRECAST PAVERS 1 - o DIA. DIAMETER WPMEM. WATERPROOF MEMBRANE CADD DWG. FILE NO. " DIM. DIMENSION H/C. HANDICAPPED PPMC. POLYISOBUTYLENE/ WPT. WORKING POINT o ` z,: DISP. DISPENSER POLYBU ENE WR. WATER RESISTANT ART 1 '' DISPL. DISPOSAL PR. PAIR IC COMPOUND WRGB. WATER RESISTANT SCALE UCJI DOWN . i �, GYPSUM BOARD ::A PSF. POUNDS PER SQUARE FOOT ARsAWNoB N W DP. DAMPPROOFING WS WET STACK DR. DOOR ICE ICE MAKER PT. PRESSURE TREATED WT. WEIGHT [;Mz „z I.D. INSIDE DIAMETER/ PTD. PAINTED LEGAL DESCRIPTION „ 4 T, D.S. DOWN SPOUT DIMENSION PTN. PAINTED PARTITION W/ WITH " O DTL. DETAIL W/I. WITHIN ` { ,'� z DW. DRYWALL IN. INCH PVC. POLYVINYL CHLORIDE W/O WITHOUT DWG. DRAWINGS INCAD. INCANDESCENT o INFO INFORMATION Q. 61 iI INSUL. INSULATION Y Q QTY. QUANTITY ' PROJECT PHASE - u o INT. INTERIOR YH. YARD HYDRANT PERMIT SET o I f w E. EAST G � PROJECT NUMBER w EA. EACH 18-11- w �' r ii ! l �a, 'i E.C. ELECTRICAL CONTRACTOR I, R. SRI ' ,iir I ' Ih� � ,s � z EIFS. EXTERIOR INSULATION JAN. JANITOR JBOX JUNCTION BOX R. RISER OR RADIUS fFINISH SYSTEM I �I,'Iy RB. RESILIENT BASE lit �, ;,�� a E.J. EXPANSION JOINT JC. JANITORS CLOSET NEW CONSTRUCTION 14 Ac JST. JOIST R.C.P. REFLECTED CEILING PLAN PIP=� 1'� �il �r�F' 'I II fl I "' EL. ELEVATION ATLANTIC BEACH COUNTRY CLUB i � � �� � � �+� � � I '` d`;� � � � ELEC. ELECTRICAL JT. JOINT R.D. ROOF DRAIN 1600 SELVA MARINA DR. w ATLANTIC BEACH, FLORIDA i ELEV. ELEVATOR RE: REFERENCE ATLANTIC BEACH, FL 32233-5616 RECT. RECTANGULAR EM. ENTRANCE MAT v ENCL. ENCLOSURE K. REFR. REFRIGERATOR/ 2 AREA MAP ATLANTIC BEACH o ENG. ENGINEER KD. KNOCKED DOWN REFRIGERATION Ao.oS REINF. REINFORCED Scale: N.T.S. COUNTRY CLUB 4 o EPEJF. EXPANDED KE. KITCHEN EXHAUST - O POLYETHYLENE KIT. KITCHEN J 11� REQ'D. REQUIRED t ' ` o REV. REVISION ,t '' _ ; KL. KNURLED LEVER JOINT FILLER RF. ROOF 1 REGIONAL FLORIDA STATE MAP �c`' 6 �� U ABBREVIATIONS o K.O. KNOCKOUT � RL. RELOCATED Ao.05 N Y 4 � Scale: N.T.S. �Y. RLD. ROLLING DOOR t E RM. ROOM F o I + R.O. ROUGH OPENING AO . 05 1 _ These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection ` ' RRD. RADIUS ROOF DRAIN Act of 1990. the copyright protections apply to the overall form of the structures, the arrangement and PERMIT SET 12/13113 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of RT. RESILIENT TILE these materials can result in substantial criminal and civil liability. t s y e t a s^ +k (i DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES Y f P�1 — h i N v if f 4 N Ch N M »JCD 0 I O 00 C O IL a? OLo c -N c0 i= N CCC) O 0 0 M 0) Y p)O U O ti Q ro 3 ii N LL "' x .• U) LL / - 14 r M r ' N = N �.. -O L- Cfl 1 i �p (n U1 C) C) '4"V'01 a) �- �. U) O �. a O m I— �1- N U allo N _ r Y ( � w j� Y6 kt• § Y b t 1 1 S Y � f 5 ¢ \ { } e u CONSULTANTS 0 x t STRUCTURAL MCVEIGH & MANGUM o 0o i ENGINEERING, INC. 1 , PR D 9133 RG SKINNER PARKWAY L 1 JACKSONVILLE, FL 32256 i PH: 904.483.5200 Y MP&FP LLi 1 MCVEIGH & MANGUM PROPOSED WOOD SHAKE 1 ENGINEERING, INC. & BRICK � � � � - W I OLF CART DRIV CLUB HOUSE 9133 RG SKINNER PARKWAY / 9.40' O 1 JACKSONVILLE, FL 32256 ~ 1 PH: 904.483.5200 , I: r. � U F.F.E.(MAIN CLUB HOUSE) O O t;' r Q P POSED 1-STO ELECTRICAL :IZWOO SHAKE & CK ' i i l D w 1 MCVEIGH & MANGUM C z 1 ENGINEERING, INC. Y O 9133 RG SKINNER PARKWAY r � � 0 s � CJ SED 9.40' JACKSONVILLE, FL 32256 _J t ° PORTE COCHER F.F.E.(CABANA) PH: 904.483.5200 i � _ z —J ' LANDSCAPE ARCHITECT EU yo O9.40�� F.F E.(TENNIS/FITNESSP POSE 1 "' �' � � � lr `I° �- � � �� " cLu� EUTHENICS STUDIO Z ) TENN U TS 0 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 \ — ' PH: 904.246.6219 1 �°— PROPO - T 1 0 J TENNIS SHAKE . & C \ ��1� ' REVISION DATE a! PERMIT SET 12/13/13 NIS / FITNESS CL � � ` Z Z -� • " Q w Z _+ ry Cf 1 ' o ROPOS 1 _ LL KING AREA i r z o E z ARCHITECT'S SEAL 3 O LU r- Y - t w O Q' + r�� O p r LU -�■r-�� — � r— d i C 0'Z — -r r D ()'0 1000101, U-1 O --� F'^ i C) —r '@ O CADD DWG. FILE NO. r -hiU) r— W 1 —.��� SCALE AS SHOWN 1 � O DRAWN 0 _ SITE PLAN WN BY SMZ ' 0 1 1.1 1 Scale: 1/32"= V-0" i cA r AS1.00 _ r r LEGAL DESCRIPTION LL o Ai i. o. o Z NOTE �. z � w THIS SHEET IS A GEOMETRY&REFERENCE PLAN ONLY. REFER TO PROJECT PHASE LU THE CIVIL&LANDSCAPING PLANS FOR SITE SPECIFIC DATA,BUILDING PERMIT SET PAD LOCATION,& INSTRUCTIONS. PROJECT NUMBER „ 18-11- Q r NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA 411 p Z ATLANTIC BEACH o O t COUNTRY CLUB 777, P t, , I Ivo 2 a ` � u SITE PLAN f.'Y: f. - C_- f These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection I `f Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of _ d, these materials can result in substantial criminal and civil liability. PERMIT SET � AS1 . 00 b k o. 1 r 1 �,'i .. II IY.. .... .. I. I I t.. .t. �, .., .�:�" ,. ...,+ 1' 6 t':�" •,..Y , ,.: .. 12113/13 . 1 .. .. ,. . .. ..4 .:. I l i . . JiL , 4- DO NOT MEASURE DRAWINGS GOLF PRO SHOP NO= ARCHffECT OF ANY AND AIL DISCREPANCIES MERCANTILE ....... OCCUPANCY OUT DOOR SEATING it PERMITTED - 19 PP DINING _M- 2, L PROVIDED - 19 PP 7 7- ................ OCCUPANCY PERMITTED - 47 PP Xf 24 PP PROVIDED J -........ R +1 r—N 41 SIE GOLF PRO SHOP V, ZONE 22 4 (0 COVERED 3 LID 6 ----------- i� 0) Ei 007 4 NE IM, 0 ZO CN it �11 i '__O, i; i i (y) Tlli­,Ji`�21 CY) :2 CD ........... is IV-2i _0 [771 0 00 E' 00 172 0 5 Lo 180E GRRESS IF D—Al ------------- CN C) G A > CD N PLAN co J 0 N U C) 36"DOOR NORTH 18 E 'NA C ���P A N ................. 9 �PERMI -PP U)0 0 00 4 CU X­ Pps'� -0 %\I ti GRIC OY4DE.D 0 201 x U`til, 0. kP 1 E NICAL 3 t Uj LL ij S MEW 0 04 T HI 1 RLOSI ENTRY 123A �'A "A 2, 125 q 1.14 00 C:) OFFICE 0,11 $0 �i I U) 00 HOP �4_ PRO S 6 f (1) C� GOLF F 123 CODE ANALYSIS- FBC 2007 M CN PORCH t"', C14 75 U) CO __j F008 4 ce) p......... W/2009 MODIFICATIONS C:, 4 'HALL �WERCHANDISE DINING 60) 0 STORAGE 0) Q F1 2-3 ff F--_­ CHAPTER 6-BUILDING TYPE: PATIO CU TYPE V B-UNPROTECTED SPRINKLERED" L......... r-1;07 U 'p CU 006 a I'll. I- __5 ............. J, ? �q CHAPTER 3-OCCUPANCY: 0 it I (n p , i ASSEMBLY"A2",RESTURANT Z CL 0 ....................... ca it --------------------------- AREA&HEIGHT: 6�OR H �RE.............. C14 Z (a)FIRST FLOOR: 16,662 SQ.FT 180 EGIRESS Z CN (b)ATTIC STORAGE: 1,214 SQ.FT. 00 04 0) TOTAL: 17,876 SQ.FT. OCKERS IrH I LOGGIA FOOD&BEVERAGE P2� WINDOW 4 180 EG RESS -------- F127 4 4 72"DOOR 0 F—o -] r ANCY 05 (c)BLUG HT.(2 STORIES 34"-7" BAR 72- EGR 504.2 ADDITIONAL STORY ALLOWED "BAR 1 1207 DINING P MI D 43 DETAIL OCCUPANCY REQUIREMENTS(CH.5 EAT,S 4 PRO 1 (a)6000 SF-ALLOWABLE AREA CAN BE INCREASED BY VIDED 6 PP 300%-AUTOMATIC SPRINKLER IN COMPLIANCE WITH FBC 903.3.1.1 141 LU AREA ALLOWED:18,000 SF(SEE ABOVE) ............ DRAFT LIQ STORAGE PR E, F1 29A C3 ......... ........................ VE _E MEN'S PRIVATE MECHANICAL &COOLER-,", SERVICE E_1_2_0_B­l RESTROOM FJESTR DOM MAX.OCCUPANCY (CHAPTER 10) T.1004.1.1 FIRST FLOOR PLAN-ALLOWED-PERMITTED PROVIDED-542 PPI 128 4 4 4 FOOD SERVICF_ 442 PP w w 4 ING ALL t................ .. a 7 C) CY PERMITTED/12PP PROVIDED -RFSTROOM ENRON -ROOM R 119 PP D C, PASSAG �I&Aytl w O 67PP-PERMITTED 40PP-PROVIDED-IN COMPLIANCE UL)ULLK FREEZER BEER S 1A OL; 1021-21 PE upp (b)ALLOWED-SEATING-"GRILL 1,005 SF/15 NET 36' TR)OM ED 62PA EXIT TRAVEL DISTANCE RE PROVID 0 FEET SEATING-"BAR"-30 LF/ 18"PER SEAT 114A] (c)ALLOWED S B6 LE G LOCKERS =20PP(PERMITTED) 14 PP(PROVIDED)-INCOMPLIANCE WOMEN'S qP 4B TI _j 57<DINING V- w 6 .........SHOWERS 'DINING LOGGIA--656 SF/15 NET =43PP w Ei: 4 4 HA L 4 1 (d)ALLOWED-SEATING MCVEIGH & MANGUM Eij BEVERA ES F-1-3-8 ------ (PERMITTED) 16 PROVIDED-IN COMPLIANCE RESTROOM ENGINEERING, INC. WOMEN S tRESTROOM F128A MEN'S L fD E-1-3 7 11 (e)ALLOWED-SEATING 2'DINING HALL"-1,795 SF/15 NET =1 19PP 9133 RG SKINNER PARKWAY F- .............. IN COMPLIANCE (PERMITTED)/62 PP(PROVIDED) EXIT TRAVEL DISTANCE JACKSONVILLE, FL 32256 COOLER PH: 904.483.5200 115 FEET E 1-1 (0 ALLOWED-FOYER&RECEPTION 379 SF/ 5 GROSS =75PP (PERMITTED) 75 PP PROVIDED-IN COMPLIANCE ENV- KITCI .............................. .......................... (g)ALLOWED- DINING VESTIBULE&WAITING 262 SF/15 NET 17 PE ITTED 12 ......... ............. PP(PERMITTED) 12(PROVIDED)-IN COMPLIANCE 4 P MCVEIGH & MANGUM FDC/RISER E VESTIBULE HALL WGUS PUT 4 4 4 4 4 ------ RESTROOM F 13-5 136 F 131 P IDED 12PP -ENGINEERING, INC. F132� 0- (h)ALLOWED- OFFICES 984 SF1 100 GROSS 9 PP(PERMITTED) r 7(PROVIDED)-IN COMPLIANCE 9133 RG SKINNER PARKWAY. LO ............... . .... MECHANICAL-` ............ ELECTRICAL JACKSONVILLE, FL 32256 SERVICE SERVICE ........... (g)ALLOWED- LOCKERS 1660 SF/50 GROSS 004-1 0 E 003 MC W CN I i PH: 904.483.5200 33 PP(PERMITTED) 33(PROVIDED)-IN COMPLIANCE DRYSTORAGE GALLERY HALL w .. ......... ----------- (14 ................ 580 SF/30 GROSS 1 PP(PERMITTED)I 19PP(PROVIDED)-IN LOCKERS t < 04 ME MCVEIGH & MANGUM Off4GF, AREA ------------------- (i)ALLOWED-MERCANTILE(TENNIS PROSHOPS) 425SF130GROSS WOMEN'S HANDICAP Z< WOMEN'S ENGINEERING, INC. I SHOWERS w RESTROOM 0 14 PP(PERMITTED) 14(PROVIDED)-IN COMPLIANCE 9133 RG SKINNER PARKWAY RESTROOM�/ X PERMITTED 33PP F 133 F133A E 1 ............ ------------------- ---------------- PROVIDED 33PP TABLE DELIVERY ENTRY JACKSONVILLE, FIL 32256 OFFICE LUB MANAGE14S Z C A4S T.XIA STORAGE F 002 Z FnN6 GERIS JACCOUNTING1 Z i — 0)ALLOWED-EXERCISE W/EQUIP.1288 SF/50 GROSS PH: 904.483.5200 �z FI& E 25 PP(PERMITTED) 25(PROVIDED)-IN COMPLIANCE F 165 1 F110 U, .............. (k)ALLOWED EXERCISE W/O EQUIP. 828 SF/15 GROSS 55 PP 0 STATION 72"DOOR EUTHENICS STUDIO i (PERMITTED) 55(PROVIDED)-IN COMPLIANCE 180 EGRESS LU 1650 BEACH AVENUE LANDSCAPE ARCHITECT LL 112 Z (n -- ---------- ATLANTIC BEACH, FIL 32233 Z ER 1 0 0 ---------------------- 300 PERSON THRESHOLD VOICE EVACUATION SYSTEM PH: 904.246.6219 ACT AL PROVIDED INDOOR AND OUTDOOR COVERED SPACE U Z --------------- LU PROVIDED 442 PP EXERCISE 442PP*>30OPP THE FIRE MARSHALL WILL DETERMINE FINAL Wit APPLIATION OF THE VOICE EVACUATION SYTEM REQUIRMENT. EQUIPMENT 72"DOOR BUSINESS Ss 180 EGRE PERMITTED 25PP OCCUPANCY COMPLIANCE 552 PERSON PERMITTED PERMIT SET 12/13/13 0 UAL PROVIDED INDOOR AND OUTDOOR UNCOVERED& PROVIDED 25PP COVERED SPACE (L 0 SEE SEATING TABLE PERMITTED 9PP --------------- 442 PP<542PP PROVIDED 6PP (n Z E�6i&�S ROOM w WAITING INUMBEROF EXITS&CONTINUITY(CHAPTER10)T1019.1 154 EXERCISE W/O STANDING & SITTING (3)EXITS REQUIRED PER FLOOR Z (13)PROVIDED @ MAIN CLUB EQUIPMENT SPACE OCCUPANCY (9)PROVIDED @ CABANNA&FITNESS PERMITTED 27PP M 1 1 MAIN ENTRY SF/ 5 15 PROVIDED 27PP F001A 0 EXIT ACCESS TRAVEL DISTANCE T 1016.1 250 LF-REQUIRED GROSS i (a)FIRST FLOOR-CURRENT MAX.TRAVEL DISTANCE-115 FT.- PERMITTED 92 PP WIDTH VARIES-MINIMUM 44"WIDE(COMPLIANT 225 LF>115 LF) 0 LL PR OVIDED 87 PP Z EGRESS WIDTH 1005.1 (TABLE) MAIN CLUB-828 EGRESS INCHES PROVIDED 82.INCHES REQ'D. EXERCISE W/O Z CABANNA BATH&FITNESS 504 EGRESS INCHES PROVIDED 125 INCHES REQ'D. EQUIPMENT w PERMITTED 55PP PLUMBING FIXTURE COUNT FPC TABLE 403.1 ARCHITECT'S SEAL Z . .....PROVIDED 55PP ------ FIXTURE TYPE REQUIRED PROVIDED 0 (M&W)1 PER 75 (MEN-8WC&5 URINAL) 72"DOOR (a) WC&URINALS PORTICOCHERE 542PP/75=7UNITS (WOMEN-12WC) LU 180 EGRESS (M&W)I PER 200 ................ ............ (b) LAVATORIES (MEN&WOM .............. ...... EN)11 EA. 542 PP 200 3 UNITS TENNIS LU RECEPTION PRO SHOP RESTURANT- F-15-01 (c) DRINKING FOUNTAIN 1 PER 500 NOT REQUIRED !FOUNTAINS� F160 0 40 VESTIBULE'-, VESTIB L 72"DOOR E 0 141 180 EGRESS (d) SERVICE SINK 1 REQ'D. ............... .... . ..... .... w Z ........... MEN'S P LN Z5 FUUL. CLOSET ACCESS WOM OOL 2���c , NOTES HANQAP RESTROOM IHOWEk,,� RE TROO RESTROOM F-1111 - '! ja BREEZEWAY r COURT F161 :D 1. COOKING EQUIPMENT ISOMETRIC DESIGN&SHOP F145 FO 1-0_A7l 170-10-B-1 F142 LAUNDRY ZONES 1 MAIN CLUB HOUSE r 143 LIFE SAFETY PLAN DRAWINGS SHALL BE PROVIDED BY HOOD CONTRACTOR OR 1 . 11 & 2 GROUP FITNESS LICENSED FIRE SUPPRESION CONTRACTOR PRIOR TO FINAL Scale: 1/8" V-0" 1-57 INSPECTION.FBC 426.3.4 U) 'S TEN'NfS MEN RESTROOM F 152 2. ALL FABRICS&COVERINGS TO BE IN COMPLIANCE NFPA w FLAME SPREAD. CADD DVV0. FILE NO. COVERED PO ...... .. ........ 010A 3. PROVIDE PANIC HARDWARE ON ALL EGREES DOOR(TYP.) F 0 STORAGE I MONARCH SERIES OR EQUAL. FBC 1008.1.9 DOORS TENNIS RESTROOM FO-09-1 0- RESTROOW,�`,-�-)­ MEN'S TENNIS ESTROOM, Q E 42 COVERED PORCH SCALE 4. SHOP DRAWINGS FOR THE FIRE ALARM SYSTEM SHALL BE LU W 5. SHOP DRAWINGS FOR THE FIRE HOOD EXTINGUISHING Z) SYSTEM SHALL BE SUBMITTED FOR SEPERATE PERMIT. DRAWN BY ............ LZ HAN'016AR- MECHANICAL 6. SIGNAGE POSTING OF OCCUPANT LOAD WHERE REQUIRED �011A SMZ PER FBC 1004.3. LAUNDRY STORAGE LEGAL DESCRIPTION 0 .......... EQUIPMENT SF 300 T_ GROSS ...... ........ LIGHTING U_ PERMITTED 14 PP PERMITTED 1 PP 0 PROVIDED 14 PP FLUORESCENT FIXTURE PROVIDED 1PP < DIAGONAL SHADING DENOTES LIGHT FIXTURES L EL CONNECTED TO EMERGENCY BRANCH CIRCUIT. 0 PROJECT PHASE Z Z 0 r4 EXIT LIGHT FIXTURE r3 NE 3 CABANA LIFE SAFETY PLAN TENNIS FITNESS CENTER LIFE SAFETY PLAN PERMIT SET U-1 DIRECTION ARROWS AS SHOWN(SHADED > QUADRANT INDICATES FACE(S)OF FIXTURE) Scale: 1/8" V-0" 05J Scale: 1/8" V-0" PROJECT NUMBER LU tas U) Uj FIRE ALARM DETECTION SYSTEM LIFE SAFETY MANUAL PULL STATION PHOTOELECTRIC SMOKE DETECTOR CEILING SMOKE DETECTOR IONIZATION < COMBINATION AUDIBLENISUAL AREA & OCCUPANCY CALCULATION TABLE SMOKE DETECTOR SIGNALLING UNIT HORN/FLASHING re DUCT OCCUPANCY ZONE CALCULATION & COMPARISON SMOKE DETECTOR VISUAL SIGNALLING UNIT WALL w misc. MOUNTED-FLASHING"FIRE"LIGHT TABLE SITTING misc. TABULATION (S) ONLY(NO AUDIO DEVICE) ATLANTIC BEACH, FLORIDA 0 CODE REQUIRED COUNT (D FIRE EXTINGUISHER LOCATION Q AED AUTOMATIC EXTERNAL FIRE DEPT. SEAT COUNT ONLY ATLANTIC BEACH 7) MA GROSS * DEFIBRILLATOR ACCESS �FBC CODE SECTION WAITING KITCHEN BAR GRILL DINING LOGGIA DINING HALL OFFICE MERCANTILE EXERCISE TOTAL Z INDOOR OUTDOOR TOTAL EMERGENCY BACK UP LIGHTING COUNTRY CLUB STANDING SITTING GOLFSHOP TENNIS SHOP WITH EQUIPMENT WITH NO EQUIPMENT 0 FIRE DEPT. 0 FIRE ALARM SYSTEM 19 4 25,12'716F 2 MAIN CLUB HOUSE, CABANA, ANNUNCIATOR EST.#QS1 LSRA 6 TABLE � 4LF 13 262 SF/15 200 GROSS 30LF 18" 1005 SF 7 9841100 580 /30 425 /30 1288 30* 828 25* 787 787 PP DEC 1 6 20 3 656 /7 1795/7 1660 SF 25 714 SF tj 1004.1.1 (WITH EXCEPTION 1004.2) APPLIED 21 17 12 PP 20 143 PP 93 PP 256 PP =9PP 19 PP 14 PP 42 PP 50 PP 66 PP 740 PP 47 PP NOTES & TENNIS FITNESS CENTER N CODE RESEARCH & (9 SEE ELECTRICAL PLANS FOR FURTHER LIFE SAFETY FEATURES ALTERNATE NOT PURSUED LIFE SAFETY PLANS DESIGN PROVIDED COUNT 0 -87 12 PP 42 PP 50 PP 66 PP 418 PP 442 PP PP M 0% 5 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection 14 16 PIP 62 PP 19 PID 14 PP 24 PP 442 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and Al 0 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of PERMIT SET 12113/13 these materials can result in substantial criminal and civil liability. ���j=,, Ii -- E ) �;, , , °, ___.. 11.11___ . . I I , s I ______.-.. - _. �." _ _� I 'l_�_ ! F DO NOT MEASURE DRAWINGS , 1 . 3 NOTIFY ARCHITECT OF ANY AND AI•L DISCREPANCIES 1 I 1. il ��- A2.3o �. . -__� . - ---, �., .»�,,, r _.- PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 7 I -......,,, .. 1-1111111-- )1 ) -111 t� _1111_._ ;, _ __1111 .. . __ _1_ , +$ ", _._... � ',,. w I N' E E Al [' / _1111. I ,111 1. ,.� _, e•/+ B'Jfi.%'`" 4.-0, 'I 17 10}"�. 4'-0• COL. COL. 3a:.0}. a i e1 ,,.. dL'ES.,P CG j £ t' i a, ., Ij ,1K 1. .,s r mxaawwx 319'3" I g_„�: ,J .I 9'-1 I? _ 5'-0• 12.66° L' -.,./ 8 i , �11 "� r II i �� I I `+ °.., 3 E Y�r f ,e' ...�. I y \ I 3 { :., ( E ..:£. -.,. ..11111. 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BRICK VENEER, 1"AIRSPACE,BUILDER MESH, �) , LOCKERS .. ; a I I I I I I < a 4B"LOW WALL Foo $BEVERAG� zxa EXTERIOR 314"PLYWOOD SHEATHING, xw r, ❑ vATHza"ws/s AIRCURTAIN WINDOW _ m 1 7 I o I % Lo cHJfi - o SHELFQOPOF 005 I I INTERIOR 2x8 WOOD STUD,1i2"GYPSUM WALL BOARD I .) ; � I I I a w I B * o I _ I I DIN NG I I _ SHE F=�., o I D t 1 I I I 4 I I 1 I 4'-, LOGGIA ., AIR I I WOOD SHAKES,BUILDER MESH, '-1 1 -1' ,'-1' 1 -1 F.F.E. � m I 3 I 9I 48 LOWw d-0'(9.4' H1Y I EXTERIOR 3/4"PLYWOOD SHEATHING,2x8 WOOD STUD, 6 3 1 2 I I WITH I I I I 1 I SHELF(' IF CURTAIN , 2x8 3 EXTERIOR SHELF F 3/4"PLYWOOD SHEATHING,BUILDERS MESH, r,, )l� )f�I 1 _ DR. I 1 I I SHELF=50") 2-PANS GLIDING I f EXTERIOR I I 4 I I I I I ,�1�, I I 11=6C ,STV 1 2 4 5 CH26 I d CM29 DR. G. 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B 9.ay ,, A2.20 A2.50 TILE,1!2"GREEN BOARD, 1/2"GYPSUM WALL A2.2o 3 ALJo N 1, ' a l I I I I I I �" r-s" B" INTERIOR r3 8'-1' S'sk 4', s a," 4i 7'7r LL INTERIOR BOARD,WOOD STUD, 112"GYPSUM WALL 9133 RG SKINNER PARKWAY (ABOVE)- „ �H'] a " U N I I 1 1 I I I I I I 1 1 I I I I I ww .� BEER zn4}" INTERIOR WET WALL BOARD (USE AT WET WALL ASSEMBLY) JACKSONVILLE, FL 32256 w_c. w_c. �: L - L J - COOLER FREEZER ,0 I I I I I I I I I I I I I I = I °< 1148 ,14q 904,483.5200 .4 I 1 �• s ` ' - I :9 z '�r INTERIOR 2x4 5A ¢ 1 ( , f' r WIJMEN'S cHzo cels p w DI I C V STI E o 3 DIN NG z OO z ❑ � L CKERll�S ❑ - m 4t - - -- i 3 w B o r 1 B - ❑ -��--� -��_��-- �I�-�_-� ��-�1 -L- �q r, I p �/�. ' � ;I g o 7 1 1 11 - - - w_. cH,fio ❑ � - _ - - - - -- - - -- -- -- - -- -- FT KITCHEN - - - MP&FP it ° , ;, o o cH,J I `�" II z-D" INTERIOR i I SHO ERS sn Y .� Q Fo I cHas �I T� B� �� I� i l n Ii ' jj p Hp_ 6 K Y L - J J J U I CLERE ORV/ CLERE RY/ CLERE ORY/ CLERE ORV/ LER 111 O - 12 A ME 'S WOMEN'S m D Do E Do oa I Qx=" 3 '� �zx6 6 TILE,1/2"GREEN BOARD, 1/2"GYPSUM WALL M ii I 5 RE T OOMm mRESTROOM1 F 1 I I I = - I I ( I I - I I I - a % ❑ MCVEIGH & MANGU I 1 m J 137 (- EVERAGEI,' INTERIOR INTERIOR BOARD(USE AT WET WALL ASSEMBLY)WOOD TI: :II; 3 5 6A 5 _ �^ CH,2 I I - I I _ I I L I I I I 119q I I ri`' , INTERIOR WET WALL STUD,112"GYPSUM WALL BOARD,1/2"GREEN ENGINEERING INC. I "7-1-R r�i 2x4 6A BOARD(USE AT WET WALL ASSEMBLY),TILE 9133 RG SKINNER PARKWAY - - - - - - - - en - 4 - ,,:.,,� , 4 INTERIOR I . 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JACKSONpVILLE, FL 32256 f .4 i Y 1 �� w 1 1 ❑��� p� �_ ❑ o OUTLINE MEZZANINE / i , ; PH. 904.483.5200 HP-It ­ -� MEMBERSHIP WAI ING - - - J y I r 0 - m U OFFICE -�I ECE2T Q�J A A l CH46 CHem Ua-- ABOVE) F E F.F.E. 7 3 4 I .�Jy..� i I LANDSCAPE ARCHITECT Ii m¢ .'', < 0 4 GF,4, 4 I Y° (9.A') -0•(9-a7 :w..,.e () 1 2 z - r�l - z 1 3 cH 0 Q 30 i } k { CH4J 01 CH46 A2.50 17 r (� 2 Cg 3680 C.O_3880 0 -3"' 0 0 ,� - cR,a cM,J O 7• 3'- 3•_B• 6'-z 6'-5' ' 6' 13'-' 8'-1,' - 12'-9}' 11'-2' 71'-5' >i•- 12' 1 t4• F Ez-0°] Fq o J m 3 EUTHENICS STUDIO _ 3 W N'S SHO ERS 6 - a-0•(,,,4 IR CUR N ' cfit _&: z 1. 3 ., REST OOM .RESTROOM 1 CH1 L_ f 3'-a? 5•-0 " ° I 1650 BEACH AVENUE K, - mw 1 cHs 133A � pIIIIIIIIIIIIIIIIII80 �r < \�:] H,5 DR. DR. 1_111"__. . _.1_..11....1. i ATLANTIC BEACH, FL 32233 1 Z ,`k I CLUB MANAGER'S ASST.MANAGER'S ACCOUNTING TABL DELI ERY ENTRY A LOUVERS LOWERED ORP, I PH 904.246.6219 1 ,' O .c o a OFFICE OFFICE OFFICE ST=EPGE II II I 0 002 I ' .: U F--.] cHr 2.-B. -.-9. 3'-9. z�. 7 105 106 107 cHJe - 1111... ... ......._.... .....,..". .,,. 1111 *. I ,< WruDlsru ruolsru TT . - 89- c.o_3ow 1- W.C.. w_c. a 6 c a a r I QOPNG. 24 I s ar. a a 4 a WASH �. OPE LE W/ E o-• 1 STATION 2 s 1 ) . O sno ER; Howell sH Rs ❑ \ I I ❑ I 112 I REVISION DATE i ;i t `', HP .1 I .;„ 2 1 1 ' 7( \\ I 1 6 // 4 - � � ,V 4 30 0 DVAL OFFICE � PERMIT SET 12/13/13 oz I " O ER - - 113 - - zr< ]'4" 2T4" '+ d CBM.FIXEO W/ 2 4 CSM.FI%ED W/ 2 4 CBM.FIXED W/ 2 4 CS FIXED W/ ` 1 D `" 1 ' "° WOWS. CL DRS. WDWS. ii 2450 B 2450 B HAMA 2450 B HAMA 2450 8 HAMA 1A % 'A Y 51-5" 8`2' F-2' S 6• 2 2 3 1A `� OPERA E W/ OPERABLE W! OPERABLE W/ i } I-'. O SHUTTE (BELOW) SHUTTER(BELOW) SHUTTER(BELOW) SHUTTER(BELOW) ❑ = w O \\ // = y O ❑ �SA0TT7=RS BIIGTRS SHURS I ❑ I ..___-__-__..-.�_,..�..,."....� „ t }5 2 .HUWO� T 1 --=^-.56 D I 1 I 3 w ❑-- goo 0 Q 12 n al ( o- _�_ -._ T,_ i L HP.2B P-2A ,4"- h A5 - n A6 y 3 r' 1 111 - 11 4 ,A A' -/ 3 1A w 2 4 GSM.FIXED W! 2 4 GSM.FIXED WI GABLE2 4 CS .FIXED Wl 24 4 CBM.FIXED W/I J 4 �li ""'� ,�• £ " m 2450 8 2450 B AMA - t ry �`F g I ° :, m / 24501 HAMA 24508 HAMA I COLUMN COLUMN $ - 7 rt 10" 2 6 6-G 2-6' 4'0" 7 „✓ 1�1 1. 72-�,�< )iT ( - 7 FOYER I�� 6, gHUTTE (BELOW}:_��GHUTTE (DELOa7lj� 4'-, SHUTTE (BELOW:- HUTTE (BELOW g '`� s _ F G } _ 4:_7, 5'-2}• 4'-,2• a'-1�° 5.-2'f 4'-7" 6•a? 8.S" 2. 9. ./I I\B' T 7° 5'-444' 6'-3" 11'-5" 1,'-5' 6'-2" � 4--7' �`l '�, }• 2}'S q)_7 ..._ 0 m QI 9 - 5 WDW. WDW. WDW. WDW. , r E ........,_._.._. a " y,. yM""f" wow. wow. wow. wow. wow., D ,z• }- w- v'1r ` i 1s•4-__ 20.�i" _"•. .. P S TED �', ZQ C WOW WO WDW WDW Y NQ O ! 5 8.-0. P7.-11' 7]A}" 0 t8 0' -� 35'-3' ...__._.,,..,. �[�+lyry- '11 i N f� 3 1 I j `° { 3 � LCG m a I 0'E �^ € )- �- € 3 IXERCISE SION � ---- lY11 / 16616TRA qqAI., 2-OPE °ORB 16 TRANSOM \ i s i 1 3 E ❑ .«." <� 4' 8,. s O 1� i W/1616 TRAM OPE BLE W/-16 TRANSOM 1 € v 3 F 3 7 �£P I '� " E __ 3 m CHI `? ( i I I .,_,,,.. I --,, 9 TREADMILL TREADMILL ELLIPTICAL ELLIPTICAL p,.-' "1111"` �'^' .. t e,. ., Wl2-901fi RANSOMS . j{ 3 E f -.. i i M1 A I n t' ' n w T 7 AM £ 3 ,- _1-1-"- 1 _ --_________ �� MACHINE MACHINE O ® f - - - - - - - - - - - N E s. _, I I �EATD ILL I w ° - I L - - - - '- r: } fy� - - - - - 1111 - - LE M �� Z '-0" - E 14 7" - '-1 l Q s r.sT./sr. sruD s uD s sr ./ r CUf�L 11 �• 20 0' ?3 ! Z _,+'' STUD STUD - o t �= o BREEZEWAY Y I - In 1 ZONES 1 , 1 . 1 , & 2 - MAIN CLUB HOUSE - FIRST FLOOR PLAN , ��� o �w sR � -G-L - _.. W 11 001A 20 2 I I • MACHINE • 4 1 y ARCHITECT'S SEAL 4j, ". • .- _ -_._ _Q ` r - 3. PEDISTA11 8EDISTAL •', 3_.,,,,,, _(� PE ISTAL E PEDISTAL PEDISTAI. PEDI AL -'"-� A1.10 Scale: 1/8" - 1'-0" - HIP A221 I �v`Z - ABDUCTOR r+.-� -�,i -'-� Q OPNG. } ❑ 1_4 LAT PULL -I r- ' - - - - - - L9 4 11 - - ppyy�_ - - - EXERCISE o P 00 11 t O �\% a "- 9 J 4 �' �1a".' ;Y �' t W `-. / _4. _°.,..;U� .. I., .. _._.._,iE._ _. �...., ROOM '" ,. I. 99,. ° 7 11__11_.. Y a ,....„„ ill • % ' , ❑ SEATED MA HINE aq W - '_OI 2'4' 12 0' z'4' I'-0 .,w I ., (<.~. N i I cna AP ARM CURL "' 0 �:, „✓✓ F "�/ 1 ., I POOL11 !7 Y • 11,11.., .., - 1111 ' CLTR C T 0 }Ill11 i x - - - - - - - - - - - - - - - - U fd J 1 11 i 11 D I ,�''' ❑ I 2 I w w DUMBELL WEIGHT 0 a ❑ I a TI H - a I ° BENCH BENCSEATH TRHE ly g "o" 1 "� a , I r�"N I �❑ tltltl 3 I 3 0 r . - 1 " 1 1 I I ?1 / T9 {I� -,,, , - -�L� �, , � (n ,;r�� , ' QBENCH It I I f _ "1111:... �°.. .,�" I, I�..��. 1Cnp l clJ� I... < ... I I Z,, ', ;r L....., ay'$ :�k 4 _ I -0 �. 1'� L r " _ � PRESS I 0 O � ,, I r a' Ud I DUMBELL RACK �a i , r 6E -' M1 y t y p I ¢ 5 8 6 1 4, .'.f,(n k IS ' m � a`3 4 ( -°i U I f(1RTi(S CHERE n 1 F °^ ".,, A2.50 - kR& Tr s: I - - - - - - - " _ - ✓°,. J e ! ❑ 9 T C.O. BO /I I'-' I,,b P f E 1 1D'-0• zs. t5. �.�. l E ) " _ U) :a Wow. B,_ OPNG. WDW. BREEZEWAY, _ DRS. DRS. B. "'1 1 "' 2 0 � ""� f ' _10.10• 10.10' y 5 11' "K 5 11' fi -B 8 B 0' 4 - c g 3'�` T-0r_ -112?T -4'-0' ; W .,yh • PEDISTAL PEDISTAL PEDI:TAL PEDISTAL I) 2424 SMT. ?A T T] / 6• O CADD DWG. FILE NO. ;: . . U11 f 1 urP 5 _ fftl EPT 4❑ - 5 _ pf 1 PED)ST ....'.- 1 C.O. 060 O s ,:, ,I i I 1 } e-1°p $ 4'- F e'-107, } -RECEPTION TENNIS w O p O.9 RS� -23 Rv� �'- R$` ,r-' "'I i ! S E o PE L FI ED FI ED O � `'� i € " PRO SHOP o 150 TIS - I ,.. a ;! ❑ O 1 ❑ w 3 m 7 9'- T 4'- iD'_]• 8'-6" ,4•-„• $ � I CeJ FOUN AINS 03 . 160 I. ILI d' I°' VESTIB LE " M47� m V STIBULE 3 N ]] sF z-r �" SCALE - 0 141 �� 144 1 � 1 I I I I i I 6 t AS SHOWN t. LU ,'/ - { _ ) = 4-6�' `•'�' T-1tC.0. 680 3'-1 2' S'-] C.O. 680 ] I 1 I I 0 0 - Ta 4 3" II L �1- 3d8b W c6z a LAUNDRY O DRAWN BY IS R } 0 = 143 � N'S P OL F.-BTI � 00 1 7 TRXSTATION4 I I I 4 0 Fs MZ Q ESTRO M RE TROOM - 2 BS °0 4 142 145 m I I I I TRXSTATI N 7 9 3 H \ CL OSET o 5 T +: BRE SWAY S D -a, LEGAL DESCRIPTION r Y I� -O I I GR UP I J 11 It Sz I ca F01FA ? FIT ESS 1 z 0 -�" ry--- I ' 'v v I , L II 151 II \ _ T5 roF �,, �( ;� (� � ,u aw C66 � ," I I I I I I 1 3'4• a' 9I T-9" -0� a YT � $ s LIL. 1:11:10 ° CB3 H- w O 1 I 11 MEN'S TEN 1 a 1 -1" DRS, E 4 ow cer (�. I I I I T° rz I I TR)(STATION3 mI RESTROOM rr o s ATLANTIC BEACH COUNTRY CLUB a 002 -•-�- I I I I o 152 OVERED o 5 AREAS: a DR. w DR. T L PORCH jp� ' "-I_." 010A *' �Q 4 PROJECT PHASE O o of STORAGE fr 11 VD / \ / \ �6 I a3 0 I I I I a I ZO CB1 82 w 009 r ( 3 _I RESTROOM`� ❑� I PERMIT SET CONDITIONED SPACE o �R I� ❑ g `' 3 0 0 I I " I I J WOMEN'S e U-1 1st FLOOR MAIN CLUB HOUSE: 12,211 SQ. FT. 142A _ �- I I s TRX TATfON2 1 TRX TATfON1 I I"°i TJ COVE RE NPORCH r r 3 0 0 la z PROJECT NUMBER iii I W 1st FLOOR CABANA SERVICES: 1,033 SQ. FT. 0 0 - - I ; 34 3'Ir -, ,Ia'?- z'o $ 3 0' w 1st FLOOR TENNIS/ FITNESS CENTER: 3,418 SQ. FT. ; 3 MM e\^/$ a 18-11-- *) j I ! 8 2424 SMT. 2424 SMT. 2424 SMT. 1 v 1 TOTAL 1st FLOOR CONDITIONED: 16,662 SQ. FT, f _ ATTIC STORAGE/MEZZANINE SPACE 5 7 FI D 8 6Z F W! S E B 6� OE 'S„- 41 F) D FI D FI D SH E /H MECHA�N li _ ` II Ill 011A G ip' / WDW. 1 DW ... .'' ...1... 1 . .,.�__.I _ ` / Tt * L �= II ' ATTIC 200: 1,209 SQ. FT. 1 BREEZEWAY4 i I n \ / q ____. I I o SII 111� I a STORAGE 2ooA: SQ. FT. E GD, ' -___ ________ I I 1 o: NEW CONSTRUCTION �__; :, MEZZANINE 201: 830 SQ. FT. I 0 TOTAL MECHANICAL AREAS: 2,039 SQ. FT. _ ' I _ FAUX F X _ - mop" • 1111 , ..„,--_.-.._.. _._.,_ _ , 14 X R F,HU R WAY £ 1 3 LU COVERED STRUCTURES/DECKING � " I --1111.___. FLORIDA U _1111_ '' PORTICOCHERE: 407 SQ. FT. I _-_.._-.. _ "'` ,,31, i` ', L._,.., .._p,._..I ._:__._ _"_1"__1_11 ...E c . I I 3 OPNG. d'{ BEACH, U [ k ! I 4 I ti-0`•'"" I B'6' e'-8' 6'-0,.... 5'=iP- T4i" 'Y-6' S-3' QUAL EQUAL MAIN ENTRY: 164 SQ. FT. __- _ �, I .- " E E I1 14'-7�� 10{ t E 29 E- 15'-4}' i DW 29'-4'WDW DELIVERY ENTRY: 167 SQ. FT. 111.1------- _- I _.. I i i £I I E I t „_.. ,,. ,.., 111,1. .. YY I f, v ATLANTIC BEACH r U OOL FOOD BEVERAGE SERVICE: 167 S . FT. P & Q _ I W � _ 26 ,. , o DINING PATIO: 1,166 SQ. FT. I 1 I I I I I Y I I i 11 Z COVERED PATIO: 749 SQ. FT. __.._- ___ I _ _ ____� m" COUNTRY CLUB , t i` £ ! i 1 1 a° 0 GOLF PORCH: 373 SQ. FT. I'll 1111:., . �,,.,,,,_ ' .. I '' I i f I" U a f _ TENNIS COVERED PORCH: 309 S . FT. _, . ......_...°....._...... M x ,•; -.-"",,-",_.. I,,. " ,. ``_. I ; 1 �.- 17 -- -y --� Q 4.r< T.. _ :.. .. -.1•._ °..•_ I r i- , P o TOTAL COVERED STRUCTURES/DECKING, 3,498 SQ. FT. /j ! ." i', ' _� j,_, _,y I MAIN CLUB HOUSE, 114'. p /'s / I 1 1111..._ I ( E 3' 1111^t vni f. , ° .".*," Q I I .� � I NA, & TENNIS / _ - - _ {� GABA i dJ 11111-_.. _.. �,..... x t E �\ , <"' . . , O DITI NED AREAS , ._ .............__......._..... ... ...,_.,........_.......1111 ........ ....._..._ 111.1... __�_ , , s _ o NOTE.ALL CONDITIONED/NON C N O ''.. o .._ .............�.... :: ..._ ._......,. ,..�.."......."............ ..,...._. ....,..._, 5 , x I s,t DEC1. 1 6 L1U i� I D, z ' ;, K : a' N CALCULATED TO EXTERIOR EDGES OF STUD/CMU WALLS. I w M .__„. ,' � FITNESS CENTER = ALL BALCONY/DECKING AREAS ARE CALCULATED TO THE A A0 __. _ "" °;r - ._. w OUTSIDE EDGE OF DECKING/STEPS. - ; ;" ''{,'f „ . ►� (- - ~- 1111-- FLOOR PLANS } C� , , I, a- � These materials are copyrighted and protected ander Section 1 oz of the Arehiteatural works caps fight Prateatian 3 ZONE 3 - CABANA - FIRST FLOOR PLAN 4 TENNIS / FITNESS CENTER - FIRST FLOOR PLAN °� 0 1 - PERMIT SET 12/13113 . L I I, 1 1 NIS 14iy Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and A1.10 Scale: 1/8" = 1'-0" A1.10 Scale: 1/8 = 1 -0 y ', , composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of �, i , a': !� X)._ � : these;materials can result in substantial criminal and civil liability. 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(0 E o WOMEN PRIVATE �N o I I VES IBULE Iol ❑ HALL = 6'-4" Y 11'-1�" DRAWN BY a, w FDC/RISER - - - F2F�,T � - I - �D - - F 13&- �, - I RECESS RECES 1 1 7 ti r, A1.11 Scale: 1/4" = 1'-0" Y - m cH9 "' "' I I I I I I I I I I I I 1 I I sMz fl- �'I o 1 2 J cH3 I FC--H-2]1 I J '- ,. � I I1„ I I I I I I I I I I I 4 WALL LEGEND 1 I 7Z' 4.0.. 26' 102 I �' I 6`42" �" 20'-7" C% 2III ' 8'- 2 2 2'4" _�, I 1 6 Q I I I I I I LEGAL DESCRIPTION t' � o r' CESS SYMBOL DESCRIPTION OF MATER - - - - - - - _ _ _ __ ____ RE ESS -I _ - 01- - -I� - L TYPE LOCATION WOOD SHAKES,BUILDER MESH, IAL _ e. i"I'll L I- - EXTERIOR C_O. 4080- - _ ARCHED OPENING �11 , _ -, SIN 2X8 1❑ EXTERIOR 3/4"PLYWOOD SHEATHING,2x8 WOOD STUD '; r' ~ HP_ OPNG `' I -AlINTERIOR 112"GYPSUM WALL BOARD 1 p �' " ,�._"'-'i� I ' L - - - - 13� z z � 4 4 I I 1 I 1 1 a 1 EXTERIOR WOOD PANELING,BUILDER MESH, ATLANTIC BEACH COUNTRY CLUB \ 0 - F F I j O 1 1 1 1 ❑ Io = - - 2x8 1A EXTERIOR 3/4"PLYWOOD SHEATHING,2x8 WOOD STUD AREAS: ` t i ' Q i 1 J z �N J Z 3 �10 INTERIOR 1/2"GYPSUM WALL BOARD PROJECT PHASE I I 1) m MEMB RSHIP I I I I I WAI ING Cl) �� Asa t _ m a FC-H4 EXTERIOR PERMIT SET p HP m < `�' U OFFICE \ - - FSE T1OI�1 - - AREA 1 1 o T BRICK VENEER,1"AIRSPACE,BUILDER MESH, CONDITIONED SPACE \\ 1 2 I c� \ 1 1 \ 1 C7 103_] I - I EXTERIOR 3/4"PLYWOOD SHEATHING, 1st FLOOR MAIN CLUB HOUSE: 12,211 SQ. FT. 2X8 2x8 WOOD STUD,1/2"GYPSUM WALL BOARD PROJECT NUMBER z IC INTERIOR 1st FLOOR CABANA SERVICES: 1,033 SQ• FT. 4OL 11 w 2 C._O.3680 C.O.36 0 d 1 1 I � of 0 - WOOD SHAKES,BUILDER MESH, 1st FLOOR TENNIS/FITNESS CENTER: 3,418 SQ. FT. 18-11- ` - - r I , fA 1�� 1 L 1 1�" --�\--,�- L ��H� 12'-92" 51�� 11'-2" EXTERIOR I 7' 3'-* 3'-8" 6'-2" " 6'-5' 6'- 4" 13'- 8'-11" 2 314"PLYWOOD SHEATHING,2x8 WOOD STUD, TOTAL 1st FLOOR CONDITIONED: 16,662 SQ. FT. (n o WO N'S HANDICAP U SHO ERS U I I I EXTERIOR ❑3 EXTERIOR WOOD SHAKES SHEATHING, BUILDERS MESH, 6 '' F• QO Z rn Z CH1 I - � � - - � - - j, t, . � 3 X a w REST OOM 1 bN RESTROOM wm w ATTIC/STORAGE/MEZZANINE SPACE 134 m I I - _ _ _ _ _ INTERIOR STORAGE 200A: 1,209 SQ. FT. 1 3 cHs I 133A o INTERIOR 112"GYPSUM WALL BOARD NEW CONSTRUCTION �? = m cH5 4 I I I I I 42Xs MEZZANINE 201: 830 SQ. FT. 7 k1 `'° 4 , - - °° w 2080 2 80 Q v T U o - LOUVERE LOU ERED \ 1 I I I \ CLU MANAGER'S 4 INTERIOR WOOD STUDS 1-1 11 . INTERIOR TOTAL MECHANICAL AREAS: 2,039 SQ. FT. M M = ? / o I I I 4 FFICE 2X10 1/2"GYPSUM WALL BOARD ;; `T cH8 cH7 / - A = , 7�° 105 INTERIOR COVERED STRUCTURES/DECKING ATLANTIC BEACH, FLORIDA w I 2'-8" -9' 3'-9" 2'-8" 7 t` `� I_ 3..= TUD/STU TUD/STU 8 80 - INTERIOR PORTICOCHERE. 407 SQ. FT. _ rn I- - - ❑ MAIN ENTRY: 164 SQ. FT. U ''11 W.C. W.C. Y-N / \ OPNG. C7 2Xs 5 11 � C 24 4 T. \ I ❑ INTERIOR DELIVERY ENTRY: 167 SQ. FT. ATLANTIC BEACH 24 CS T. §rN z TILE, 1/2"GREEN BOARD, 1/2"GYPSUM WALL z rv� 6 OPERABLE W/ I VV 1 I / ❑-' 1 INTERIOR €� � = BOARD,WOOD STUD,1/2"GYPSUM WALL o o - \. SHO ER HOWER \o -SH-UTTERS-ERS IN ❑ \� \ /\ ��❑ WET WALL POOL FOOD&BEVERAGE SERVICE: 167 SQ. FT. ❑ \ \ \ / I ❑ (j I m INTERIOR BOARD (USE AT WET WALL ASSEMBLY) DINING PATIO: 1,166 SQ. FT. ` ? Y . SIN - 2 1 cn \\ 1 1 \/ u~i rA i�i o 1 INTERIORzXa 5A COVERED PATIO: 749 SQ. FT. COUNTRY CLUB , z HP '' 1 ' ' \\ I 1 16'9'" I // 7�„ , 3 „ ❑ 1 co GOLF PORCH: 373 SQ. FT. 1 . { 4 ' w D2-D2 3Z $2 72 \ z / 2 z z 3 ,. O D2- 2 INTERIOR QQ -,___.�_ __,--� TENNIS COVERED PORCH: 309 SQ. FT. ZONES � CX \ A3.30 \l FO ER A3.30 Xs � TILE, 1/z'GREEN BOARD, 1 2"GYPSUM WALL 01 \ w w, I� TOTAL COVERED STRUCTURES/DECKING: 3,498 SQ. FT. " cn z / ❑ 1. \ 2 1 I - \ - - - - - - INTERIOR INTERIOR BOARD(USE AT WET WALL ASSEMBLY)WOOD 11 " - �y\ 1 0 / - - - - -� - I INTERIOR WET WALL STUD,112"GYPSUM WALL BOARD, 112"GREEN r �` NOTE:ALL CONDITIONED/NON-CONDITIONED AREAS ? ', � � 2424 CSMT.FIXED W/ 2424 CSMT. FIXED W/ 2 4 CSMT.FIXED W/ 2 4 CSMT.F XED W/ _ - - - - LJ CL 13 MAIN CLUB HOUSE - I I I I _. 1A cn \ / �n 1A - E BLE W/ zx4 6A BOARD(USE AT WET WALL ASSEMBLY),TILE v CALCULATED TO EXTERIOR EDGES OF STUD/CMU WALLS. I p; oo 2450 BAHAMA 2450 BAHAMA 2450 BAHAMA 2450 BAH MA \ / (� INTERIOR I SHUTTER (BELOW} SHUTTER (BELOW) SHUTTE (BELOW) SHUTTER ( LOW) 2 z o \\ \/ z ( o SHU ERS ALL BALCONY/DECKING AREAS ARE CALCULATED TO THE FIRST FLOOR PLANS "' S E p = Z I j \ \ / = Z W ❑ I- 1 INTERIOR \�� �- --- OUTSIDE EDGE OF DECKING/STEPS. I C-9 - - I } D1-D1 0 � ❑ m \\ / = ❑_j w m = Q D1-D1 INTI 2X4 INTERIOR WOOD STUD W/GREEN BOARD TO 60"A.F.F. by .. - - I I,r .~'i 0 1 I A3.30 cERIOR fl ❑ m Z / \\ ❑ co Z o cD _� A3.30 SHOWER WALL 1/z"GWB(ABOVE) OU 'e HP-2B HP-2A �- e i A5 1 co w / / \ \ uoi N w A5 0� u~j ❑ Al . 1 1 I1 111. These m tetia s are copyrighted an protected under Section 1U2 of the rchitectural Works CI pyright rotection I \ I I i 111 co _n I � N N z /\ o\J N N z Oo D1 PERMIT SET _ 12/13/131 I ,. 4;. I ' 'I ''r'' ,� Act of 1 9V The copyright protec ions apply to the overall form of th structures, the arrangement aid r ; composition of spaces, the materials and selections, and all other elements of the design. Unauthonzed use of 1--� ZONE 1 - MAIN CLUB HOUSE - FIRST FLOOR PLAN I these materials can result in substantial criminal and civil liability. �, A1.11 Scale: 1/4" = V-0" ., - .,.. ., I -.. �.: -. . ,. ..., . v. .... .. -'e, ,,., . , .i: .. .- a. . IJ P a ' . 1 !t;ta i L, is i t 1g +x€'r I I 'd t� r IR, V DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES y, - - PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ! • 1 € r� F` r' r ! a h i.r. � I I " ia�lit kt'9 !i 1 i �V I ! i. I{i ! y I �} rh Y , a. f 11 w [o I I ��I ��� s E 3. i t r a. i 1111.._. i ., 1 _. _ 4 } v t' � I �i p " I i 1 - f I I'+ x a - i € ZONE ..j I 1.1 �) �� s! I ZONE �ti I ZONE ZONE f. O to } 1111. , N O 4 1 I,. ZONE 3 4 CO C 5 04 k �:) ,X15 i A 7 ::. •., ,' ,L 1 E 1 F ..� ..rte M a F { z - 1. � _ _. v .__qw w � O , : ' � .. Lo f _N O 'a,\ r'ii p Z 1I ; _ ..w' �'"x 4'"""` :ot1E { . I � s I a) O 11, Cl? N N " '_�,;!',,,.�, " _�' .11 �'� _�'��- ;,�'�,,�' ' L"' ; L0) L, �­ L,I �",,�,� ,;�!:�,-��,�,#�" 11.11,sj!I,� ;, (D_��_�PANLY °' Z o f0) - !�i,I,,, �'.I I - ­ �"' _, L � . i� ,L�­ , � ,��; .T.S. _ ��; , Q x , __.1111_,..____.___. ____I— I_...___. „_.__ ___1.11.1_ .1111.-_ . _._.1111_ .11...._.. .11....._.. .,,.._.__ ...1111. / �j/ \ \ �_ -- ",iii o LL m „_. F PLAN /� \\ l i F?--j y N I t X, , NORTH __..._ .,_.___ /% { 1, /%// � \ \ '°�. \ �_ .. 1111_ _ t .. 1111_.. _ 11.11 i"f �' �k�I I' t. 1111 Y /% — \ \ w , 1 1„ E O OLn „.. ". / / / \ \;\� 11118 8Z „ i 16 20'4� `„ _ . / 1111 1111 27 11 .__..._.1.11.1.._ . __.__.._.___-_�-__ _.....11. . .4_,,,,, __.__._.w.__... ., / v T A=` IN'' I I,i } ' \� �O j v; tel/ gI'll {I ! / \ (P I I � \ \ I i' 1 Lo cn P / / \\\ � 1 ;; �4 U0 � o / \ Y o 6 a) O - ai - \\ 1 I o / i N 43 o U, i O O \ 4 F f i �-_�• I —� ;I 1 WALL LEGEND ,�° 1 1 E' N U � � ` ' 1 SYMBOL TYPE LOCATION DESCRIPTION OF MATERIALS N s11 t' E] t i i , l �� � 0 1 , EXTERIOR a) -� — — 1}' ' O� / t ` WOOD SHAKES,BUILDER MESH, �'. -, F — — — — — — — — — — i _%L"_',”,�'��'��;�:�� - � ' _�'­ '"� �,,L ; ��r", �zx8 EXTERIOR 3/4"PLYWOOD SHEATHING,2x8 WOOD STUD 1i 1111- - jL i �F r — N INTERIOR 1/2"GYPSUM WALL BOARD tP4i I 00 — — — _ — — _ � _ — _ — — _ WOOD PANELING BUILDER MESH ' I I n— n EXTERIOR 1A EXTERIOR 3/4"PLYWOOD SHEATHING,2x8 WOOD STUD } - _ _ , - - 1 - - - - - -- - - - - - - - - - - - -- _; I INTERIOR 1/2"GYPSUM WALL BOARD I A — 1 I I 1 . 111 , DRS. 13, 1111„ I£ 6, ., WDW. 10'-3 I EXTERIOR 1. BRICK VENEER,1"AIRSPACE,BUILDER MESH, �) I I C. — _ NOTE: REFER TO SHEET FS-1.10 ,# x 2❑ EXTERIOR 3/4"PLYWOOD SHEATHING, rz — — — _ _ — — 2 1I)„ 2,6,. 6.6„ 2,_6„ 4,O„ z e _ _ _ _ — — — 1 I FOR ADDITIONAL INFORMATION I 1 1 I INTERIOR 2x8 WOOD STUD,1/2"GYPSUM WALL BOARD I COLUMN COLUMN '' `E I 1 I REGARDING KITCHEN EQUIPMENT ' ( „ <_ 1 DINING EXTERIOR WOOD SHAKES,BUILDER MESH, 1,114 11, =C` ` ' " r " PATIO 1 I I I , 3/4"PLYWOOD SHEATHING,2x8 WOOD STUD, % 2xa 3 EXTERIOR 3/4"PLYWOOD SHEATHING,BUILDERS MESH, { a —_ —1111__ — __________ re I —I-1 -- (CF 11 1-1— I'�11 DRS. TTP c1 DRS. DRS. 006 DRS. DRS. I, EXTERIOR T1i I WOOD SHAKES IIt } 5'_q.. 111' 111'1 F 11'-11" 11'-11" 11'-11" - i �� ,# I.It. . IIIERIOR SIN ,� 7= _ 2 -a08�D �IIMM - wT'� [— — ❑— — _ INTERIOR 2x4 - - - - - - - e ' 2OPE BLE/1 Q, 1 ❑N FI ED iv l 2x6 CONSULTANTS 1/2"GYPSUM WALL BOARD - I III in ❑ 0 — _ I 4� INTERIOR WOOD STUDS �"`` 1 I F.F.E. L 1 w / NTERIOR 1/2"GYPSUM WALL BOARD I , ') I I � \ 0'0"(9.4' - - - - - - 2x10 STRUCTURAL - 11' = a + 11 i " - *z, }+ _, N PL �' INTERIOR MCVEIGH & MANGUM n t' C 6 I I C 7 CH8 C 9 C 10 9 4 Lo ftlt J. s t ' 1 Vit+ k. r ! N (R — — — — N INTERIOR S / 4 iI I sIIS �', ", 'a ' ; @e, a ,• L , j x �`, , , 1� Ii' , i' ATLANTIC BEACH COUNTRY CLUB } e AREAS: DO NOT MEASURE DRAWINGS i, CONDITIONED SPACE NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES ( kji j � 1st FLOOR MAIN CLUB HOUSE: 12,211 SQ. FT. PRIOR TO CONSTRUCTION. SEE GENERAL NOTES �' I`. 1st FLOOR CABANA SERVICES: 1,033 SQ. FT. WALL LEGEND INTERIOR � ! 1st FLOOR TENNIS/FITNESS CENTER: 3,418 SQ. FT. zxa "' ", INTERIOR ' TOTAL 1st FLOOR CONDITIONED: 16,662 SQ. FT. `" -- ......_ II SYMBOL TYPE LOCATION DESCRIPTION OF MATERIALS 2xs 112"GYPsuM WALL BOARD "" _ ATTIC/STORAGE/MEZZANINE SPACE 4 INTERIOR wooD sruos 44yy y ` EXTERIOR INTERIOR '� 3 E s WOOD SHAKES,BUILDER MESH, 1/2"GYPSUM WALL BOARD I I 1 ;' �2xa EXTERIOR 3/4"PLYWOOD SHEATHING,2x8 WOOD STUD �2x10 ,%' I I II , 209 SQ. FT. a.,_." .W_ I r el I I- INTERIOR 1/2"GYPSUM WALL BOARD INTERIOR I STORAGE 200A: SQ. FT. 1, I r l a �I '' I ,� EXTERIOR , '? I Z �' MEZZANINE 201: 830 SQ. FT. woOD PANELING,BUILDER MESH, INTERIOR zxa 1A EXTERIOR 3/4"PLYWOOD SHEATHING,2x8 WOOD STUD TOTAL MECHANICAL AREAS: 2,039 SQ. FT. ❑ �zxs ❑ E ' INTERIOR 1/2"GYPSUM WALL BOARD INTERIOR INTERIOR TILE, 1/2"GREEN BOARD, 1!2"GYPSUM WALL _ EXTERIOR BOARD,WOOD STUD, 1/2"GYPSUM WALL "l C,4_w) Il !,: COVERED STRUCTURES/DECKING �i'/.TITT/TT/ BRICK VENEER,1"AIRSPACE,BUILDER MESH, INTERIOR WET WALL BOARD USE AT WET WALL ASSEMBLY ZONE �'` 4 PORTICOCHERE: 407 SQ. FT. ❑ EXTERIOR 3/4"PLYWOOD SHEATHING, ( ) E ZONE xzxa 2x8 WOOD STUD,1/2"GYPSUM WALL BOARD Nr� zxa 5A z `ERIOR i ZONE ZONE MAIN ENTRY: 164 SQ. FT. INTERIOR DELIVERY ENTRY: 167 SQ. FT. ExTERIOR WOOD SHAKES,BUILDER MESH, 3I 114"a rn 3/4"PLYWOOD SHEATHING,2X8 WOOD STUD, INTERIOR ZONE ACV 04 O POOL FOOD&BEVERAGE SERVICE: 167 SQ. FT. ,zxa ❑3 EXTERIOR 2xs 6❑ TILE, 1/2"GREEN BOARD, 1/2"GYPSUM WALL 1 I- ;` ; # 3/4"PLYWOOD SHEATHING,BUILDERS MESH, ch ..., P -4 ^... 31 .11 I DINING PATIO: 1,166 SQ. FT. ExTERIOR WOOD SHAKES INTERIOR INTERIOR BOARD(USE AT WET WALL ASSEMBLY)WOOD _._z -, �) CU a COVERED PATIO: 749 SQ. FT. INTERIOR WET WALL STUD,1/2"GYPSUM WALL BOARD,112"GREEN , __.a, � '' � � M - r, a k k `-„?L i C O GOLF PORCH: 373 SQ. FT. zxa 6A BOARD(USE AT WET WALL ASSEMBLY),TILE ; err, 0 rn O Lb I INTERIOR l,,, 3- `°*, a `-:, CO TENNIS COVERED PORCH: 309 SQ. FT. I Ji,-,r � - „- N � I, p,� ? I > , o rn TOTAL COVERED STRUCTURES/DECKING: 3,498 SQ. FT. INTERIOR — �`? m �i FE IINTERIOR WOOD STUD W/GREEN BOARD TO 60"A.F.F. > c O i. E zxa SHOWER WALL 1/2"GWB ABOVE c 4 i, I NOTE:ALL CONDITIONED/NON-CONDITIONED AREAS INTERIOR ( ) KEY PLAN °� + i , i CALCULATED TO EXTERIOR EDGES OF STUD/CMU WALLS. _ =3 M ,l`. V� 1 ALL BALCONY/DECKING AREAS ARE CALCULATED TO THE Scale: N.T.S. �� +, 'L , Q OUTSIDE EDGE OF DECKING/STEPS. 7 F-F PLS ' �`= w "- W Co 11 CD A2.50 i A3.3011111111_ N LO 1 i I 1 29, SEE I i IEE I �.�H d- 0 RTH /rix � I I I 10'-0" j 15'-4Z f 27 4 T 4" 27 4" 6'-0" 2'-0" (A 00 a) C'? 'I ;__ _ .__...r_-..___._.�....._.._ ___-__ ", .....___ ...__,- _..___. . �� - 0) + (0 11�` 1 2O (A � 6 r d 1 ! I 5'-6" 8'-2" 8'-2" 5'-6" ' M WDWS DRS D rz, W WS l11 I 1-1 ;` I ____ ____.__. --._.____ I i... a i _. _._. _._... _ _.____., ______.� _____._ _____ 1-1-1-1-1_.__.____ _.. .___.1 U o ,a r� I �r - �4 + .,, i I , YC) N0) I ' I 4 1 d co bj 1 ? —2-3066 8 LIUNGS— O —2-30 L k#I�NGS — �, a I' i E; I . A - v E2 O I ' I r 2-3 DRff O N _ "11 I a P{. I ( 'ANYf I ,. . 3 'i 1 Q yam_., I +�' Ili I ED j I- ca ��� °w i = _� N — - - — — — - - - N CV U I Z !11 72' 0 00 (N t O I 1�, 1 as �� � r,,�-' t 3 �I ' 1 i� `V N11 % SE�TED 'I �'' I, ;, �, { Z 1. , 9 �''� 1 `° EXERCISE EXT NSION w + 11: :, `� (�I A ill p BIKE — �� I"�, , I ����i i : I ­ , I " I „. M 11 C V I 1 i% ) ; + p rj, N TREADMILL TREADMILL ELLIPTIC L ELLIPTICAL \ �) �� 1 _ II ; ,' MACHIN MACHINE L _L —S€AD 19 I 1 E ', $ " � E r LEG ;` - - - - - - - - - - - - - - - - - - - - - - - - - - - - CUL % � 1 + °' = < f/ I I CONSULTANTS 1117' i k Z �`` SEATED § U! ` `f ° m W ROW I o � STRUCTURAL i,i `� I MCVEIGH & MANGUM r4 { 'll, ', 1 = T 1 MACHINE r '��'' i� ! ” I� ��� NI 1 HIP ENGINEERING, INC. �`I ;3 r 9133 RG SKINNER PARKWAY i- I LLi I I ABDUCTOR I JACKSONVILLE, FL 32256 �, /• PH: 904.483.5200 11-1 co _ _ _ _ I j ' 'i > ' - - - LAT PULL - - - - - - - - - - - - - - -- - - - - - - - CID 2 MP&FP IcD 19, ,1 II If — — — I ,I11 I II , . EXERCISE M MCVEIGH & MANGUM 1 . . I, II ROOM I ° ," w - \\L - 154 I ENGINEERING, INC "" .- 9133 RG SKINNER PARKWAY vi cn ,�,�x 1 JACKSONVILLE, FL 32256 �., p __ R p XX SQ.FT. I p p D �.`� fl� I , I €' 1. v - -, 0 p w w � PH: 904.483.5200 I�' I' III I' I .._. 1 __ - l ELECTRICAL _ _ : � ° __. I_. MA HINE I of _.. -._- _�.! _ - NI SEATED MCVEIGH & MANGUM T 10 I ARM CURL 1 I ENGINEERING, INC. i 1 9133 RG SKINNER PARKWAY � POOL N M illIli ,: ,II, I w w = - - -- - - - - - - - - - - - - - - - - - - - - - I Ill: JACKSONVILLE, FL 32256 `� `D PH: 904.483.5200 It. S "s Z Z Z 0 o O °° - - - - - - - - - - - - - - -FFkA - - - - - -- - - - - - - - E-E ill 9 00 z DUMB LL WEI HT LANDSCAPE ARCHITECT ` � N N 1 A3.3o I BEN4H SEATED EUTHENICS STUDIO 4 1 91 t 0 w w Z Z TR E ~ J J BENCH 1650 BEACH AVENUE ' 1 w U U I € Z s ° g o o p ( p ATLANTIC BEACH, FL 32233 I �,. U w 1��v z (� w PH; 904.246.6219 w T g o�IL U_ �j" i H I _ I I �' BENCH I REVISION DATE 7 ° °� a / o PRES/4ZZ ) M j S I o PERMIT SET 12/13/13 L. 1 P I : j UMBELL RACK 1 c = 1 Z :L / I11 11 11 11 j w 1 h T ivHIMU 2 1 / 1- C_O. 080 — — r r Q 10'-0" 29E_3EE 15'-4f' 27'-4" — — — — 1 ` WDW. 1E OPNG. 1 WDW. \ T I 5'-11" 8'Sz 8'8z" 5'-11" BREEZEWAYr IT 6i ,i DRS. 8iE DRS. 8.8,i S. '-0" F.F E. 4 6 L ���11`_i'i,,- _­ 0 9. I) ` IV t,. l / L 11° 1 2424 SMT. M T 6 T 7 / h I 7,1_/ ;I I, z - FI ED —� FI ED / �OI — — wr;- �, i : _ ¢ c.o.soso IMm Z - — — — — — 2 98 DRS_ - — � 0 DRS— — � 9 DRS_ _ _ ¢ p 71" 8'=1 D'" 71" 9'-1�" �' 8'-101" 71" OPE BLE FI ED FI ED 150 w ill w N 2 2 2 2 _ 1N TENNIS a Z FOUN AINS `Y' o N I PRO SHOP O ARCHITECT'S SEAL S � CB3 I I I I CB3 � N ` D O O p p 71EE 21EE Iii 1.E 1EE 1E IEE 7LE ! rs i I — — — — J — I — CIO I 0 = — w Z - 2 - 7'7" - 7'� 2'-2" -62 10'-7" 8'-6" 14'-11" z `r' g' 4' 160 C) I I 1:0 ° 1 VESTIBULE I I 1 `° VE�STIB LE 2 I Ts I I ti ' . � I ,a 141 I I I I 144 ' 1 o f'' A2.50 't - NIll I I I I I N --I- , w ,/ -1 N N I I I I 3080 C. __ — C.O.3680 — — — � = _ _ _ _ BENCH ENC T8 �, O� 2 J 9EI 1111 _i1EE SEE 7'-11" 3E_1 IEE 2i iE E, 5'-7 ' 8'-22' 7 ' 1 1 1 0' ¢ 1 �. " O 1 cBz a LAUNDRY I11 I Z _ " 4 w f ,,.; r �. I I 4 o o W.C. CB5N 1 ko 4 = I I I I N z • -- "' m p 00 1 11 TRX STATION 4 I I I I 4 0 °° w 143 I .I I ,Iii, } o Mlz m MEN'S POOL M / \ a Ln N o w RESTROOM RE TROOM I I I _. o a o IU ° 4 142 _ 145 I I I I TRX STATI N 7 H P CLOSET -' w J � ¢ - BREE EWAY 3 I 161 y m 1 w Qo oO W.C. CB4 p I W 01 A I G R U P 1 I S LO KER ° \ �� i I "' z p I I FIT ESS I I 1 2 \ / N oFD v v I N I I I I U N N O o = xx SQ.FT. = 1 1 1 _ i T5 Y F. i 's o o Y N N I N I I xx S .FT. I I .� — —3�5� cn - (9.4') I w p w C68 N .., U = — _,^ 55 SEE 3,-4" z 4' z E 5'9" 2E 91" 0" EE ��nI I I N D IV w —pl—� y p` M I I I 1 CADD DWG. FILE NO. p CB3 N co ` ll — I of 1 w I I IM CT ° IT ,, � w I I I IMI = MEN S TEN 1 ,' of 1DRS. , IMI RESTROOM I N SGALE y r - o VI, I rt 19 TRX STATION 3 1 1 1 1 M p I I t ,, t w � ❑w c67 0so I I T4 152 ,_ o — I en I �`1. U 4 _ - I I I I F.F.E. M T2 I I As SHOWN `• 0 CB2 N M 1 I xx SQ.FT. J .-" (9.4') I w c� I I I 1 1 / OVERED I} z DRAWN BY } 4 DR. 1 . _.. _._, I .... I ',"" � I I I I o _ w DR PORCH I¢ I ¢ w I'll -3 0 € _ _ __ i � 3 — Of O SMZ ` Y 1 IQ a� STORAGE c s i i �-1i., 3 J o I I 010A � U °� I I I I " I tW w � � / I'ls �3� � I I I / xxxx la I I 1 LEGAL DESCRIPTION ' L "I1�„ C61 M1�o `° 009 ,E H DI A - \ H \ 111zI. 0 N I I I r F.F.E. xxsQ.FT. o I I - I -� Illp T3 _ WOMEN'S TENNIS 0 n a' 0-F I - tiL - I �: I,: = � STR O R M — w I N TRX TATI�ON 2 TRX TAT ON 1 I l 0 1 •1" ' M T 3 TE NIS I ;, ° �� 142A\ / L I I = I 1 IMI RESTROOM 1 = I I COVERE PORCH 1 , j E t r l s{ a I � yf 1 I I I 153In 1 ¢ �M1,111-11,11111111A CHANGING o a 0 0 1 I O �� -- � _ CHANGING _ I I 1 1 IEE xx S �. 1 E`;a E 1 71" T 3 Q a o I P STATION STATION c� 52" 3E�,E - 3E IEE ( 3-72' 2E OEE — — ° I xx S . FT. O o PROJECT PHASE Z NIll ilil 30 0 i�� N o I .1 I >€ w _ _3 � z F.F.E. I¢ N PERMIT SET ' _2424 ',81III 24241, I i "2424 I 1 ' 2424 SMT. 2424 SMT. 2424 SMT. / __ _ Z � 0"(9.4') 1 1 w FI ED i FA X I I PROJECT NUMBER cn _ I I 1 FI ED FLED FIXED SH E / \ ;I I H 8E , I I $E$1,E z I 18-11- ii t 5'-11° I z 511 1 MECHANI 1 i "l a �`.> c�wDw. i r�wDw _ __ _ .. _ _._ _ 1 N 011 A , 1 i I _... _ _ _ `' I \ /1 ❑ ANN g _ i I.IL ' -111.1.11- 1 l BREEZEWAYed ISI \ / 250 xxxx w 1 xx SQ.FT. I I O I � 1 ° LOGE S NEW CONSTRUCTION _ , F �,I ui I I cU-1 r s I I I U9 CD ! ; I W. I - __-____ _ __ ___.._ .___._ BENCH O M U - e 0 = _ I- I 1 I I 1 3 �� w I T 1 I I S E1 E E ATLANTIC BEACH, FLORIDA i = i (� i i A2.40 I A4 70 A3 30 - 3 a I F F ________.._., ` I_ __ _E 1 �H R �H R �H R - - - ATLANTIC BEACH -' , 'i i: — — — I30 — — — I I i I 3 - Y 11 IF I a Z ' --_ _.., - .. ,_ I I u 1 F _ - _ COUNTRY CLUB 3 t :- 4 l ° 1 , ;= I ` _.. Oi - 3 OPNG. ' I i I - 8'8" 8'8" 6'-0" �5` lu" - 7'-6" 7'-6" 5'-3" EQUAL EQUAL p <I I i i I :x ¢ __........_ I _ €` 1E, I I i 1E WDW. WDW. WDW. (t1ND'VV. . WDW. WDW. 1 ZONE 3 & 4 i 6' f _ - 10- i 29'-32 15'-48 71" _ �'. .,., - - - 26'- CAB TENNIS l E, I ' Z:j _ 29'4" 14' _ � . , ANA & TENN I O , 3 I ,i E 1 I I i +g i I 4 s E I i i .. _ j• ,.. tt=^^ I [ I 1 :I 2 j I 1 1 .........._........«,.... ._..._._..., ,,.._...._... _....,-... .... ......._...-. j 3 �._..J v_' 1 V I V FIRST FLOOR PLANS ! E F p I 3 I e E i 9 4 I {....... I` ��� Nv j e , ii l, L ?. ] w .... . .._w._. F 1 F F 6 FITNESS CENTER f i jI E, --------- I 3 i i I i I ' ° i E 1 i E # M.. ;_ I J v ._m I)'; �- These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection 3 ZONE 3 - CABANA - FIRST FLOOR PLAN 4 ZONE 4 - TENNIS / FITNESS CENTER - FIRST FLOOR PLAN 7 �, Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and A1.13 Scale: 1/4" = 1'-0" .1 A1.13 Scale: 1/4"= V-0" PERMIT SET 12/13/13 . Al 1 3 Ii it, ,ii!� �"' ;�]i �jl'i :"L ii�',�",_L�`­1_1L`i'­­ —11 ­ , composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of 4�!L, �,,j.,�- ., , ,i��-,'�',� , �,,, 1. these materials can result in substantial criminal and civil liability. f i t11 0,., Ii �I 5 C-C C2 �20 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES � cc xx .............................. E p@ °' •.. 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LL - ------- ............ P 0 COLL M > Ln00 co� �N B o U) O O CLf. ca ....____. Vi ; NWALL LEGEND SYMBOL TYPE LOCATION DESCRIPTION OF MATERIALS __–___ �, _.._._ ._.. EXTERIOR WOOD PANELING,BUILDER MESH, 2 1A EXTERIOR314"PLYWOOD SHEATHING,2x8 WOOD STUD _, 1/2"GYPSUM WALL BOARD IOR AIRSPACE,BUILDER MESH,BRICK VENEER, 1"EXTEREXTERIOR 3/4"PLYWOOD SHEATHING, INTERIOR 2x8 WOOD STUD,1/2"GYPSUM WALL BOARD 2X8 8 o WOOD SHAKES BUiDER MESH,EXTERIOR 314"PLYWOOD SHEATHING 2x8 WOOD STUD, EXTERIOR 314"PLYWOOD SHEATHING,BUILDERS MESH, > EXTERIOR WOOD SHAKES INTERIOR71177117=1.2x4 i INTERIORa€ 2x6 1/2"GYPSUM WALL BOARD _ INTERIOR WOOD STUDS INTERIOR 1/2"GYPSUM WALL BOARD 2x10 INTERIOR MCVEIGH & MANGUMINTERIORzxs ENGINEERING INC.TILE,1/2"GREEN BOARD, 1/2"GYPSUM WALLAim NTERINTERIOR Al BOARD,WOOD STUD,1/2"GYPSUM WALL 9133 RG SKINNER PARKWAY IOR WET WALLBOARD (USE AT WET WALL ASSEMBLY) JACKSONVILLE, FL 32256 4 INTERIOR PH. 904.483.5200 MP&FPINTERIOR i 2X6 GREEN BOARD, 1/2"GYPSUM WALLTILE,112 INTERIOR MCVEIGH & MANGUM BOARD(USE AT WET WALL ASSEMBLY)WOODINTERIOR ENGINEERING INC,GYPSUM WALL BOARD, 1/2"GREENS INTERIOR WET WALL STUD,1/2I SCU TLEW/ACCES LADDER 9133 RG SKINNER PARKWAY ' • 11 I i1a#x<J(c:,}1�ar<I•i{,�8.°.E a...h.. i.,p<,.<-r�'•-.."..�R,.` ,„'.—i..-�,1<;t1,krF:•.' >R 3 ��:;.<.:d .,<..,:,-.a...,.,�-;r•...6tzt8!t:t,,_.,,3.:><,,s.,.;,i}E3`Z,°.;, .£[ ,';_t>;seueaeiaz d.�:s.3az,a3da8<Y- ft)E a raa __..__._1,,„n`.,.._II.,__5°l_._”4_E,.•..�._:.,•:,,_.<�t! .•..-.__— f�{I w�x 3i c£�� rt I . "{(/i`~J'r-,j...w.9,.>..:rI"IIrtI9g#$$$SSBI8SeY<:�,•....d--a,IIEtEF.E�g9a£�astaa'l£t8``.°'�I-]}I}�33i} f...}�..,..'_'._.°✓.`a..`._..._`Y.+r,i/r.'%.t „,<.1..'E r,•8��3i�i«u.•.r-',...�fi- ..,'..;I..,.•...,._?`._ 2,.r_ .xiE,:,aax .._..,,.B.,+_. ..O.'9<.h.,,sf{I5I2a�"s��I8£IIA R`t,D( _U_y_SE A>r>T-W.£S��3s�EE,. 5 E,h�t-�FIEE# T_WIiiP,I<ftE.j$tZEi££j, A,;ti LLsj€b�t,Is;SI!i ASSEMBLAzYs.a o) ,TILE INTERIOR JACKSONVILLE, F L 3 225 6w PH 904 483 5200 W ELECTRICAL MCVEIGH MANGU M ENGINEERING, INC. 9133 RG SKINNER PARKWAY _ JACKSONVILLE, FL 32256 PH: 904.483.5200 o LANDSCAPE ARC HITECT .._., STUDIO 1650 BEACH AVENUEw t Z z ATLANTIC BEACL 32233 PH. 904.246.6219 LU Z REVISION DATE 3oA33PERMIT SET 12/13/1 D-0 ZLUZQm F- A3.30 OO Ho LU Z WW _.... + ARCHITECT'S SEAL Ow wOw __ _------------ ____. <__.,. - -----------------------------_ WD ,. ... E E A3.30 CADD DWG. FILE NO. 13 MAIN CLUB HOUSE ATTIC STORAGE PLAN&2 SCALE Scale: 1/8" = V-0" LU AS SHOWN LDRAWN BY m s MZSCRIPTI N LEGAL DESfQ AREAS: PROJECT PHASE Z CONDITIONED SPACE PERMIT SET 1st FLOOR MAIN CLUB HOUSE: 12211 SQ. FT. PROJECT NUMBER1st FLOOR CABANA SERVICES: 1,033SQ. FT. w 1st FLOOR TENNIS/FITNESS CENTER. 3,418SQ. FT. 18-11- I :i - i I I r<Cz SI/�i`c,r F.`.R...,.I'`'>£ P,..i--,£-,"`...-.."t.:`.r-:",..-'' ti'-.•-�::-si':.sIK.::` � }UUoQo_IUw—=°—�J�— TOTAL 1st FLOOR CONDITIONED: 16,662 SQ. FT. ATTIC STORAGE MEZZANINE SPACE ATTIC 200: 1,209 SQ. FT. a STORAGE 200A. SQ. FT. MEZZANINE 201: 830 SQ. FT.Lu TOTAL MECHANICAL AREAS: 2,039 SQ. FT. COVERED STRUCTURES DECKING 'L-......�.,x�..�..x..ii>: ...,,.�-o'•i,::..,.„r_,- F I{;It°,.�.-.�_,�..✓.....'.<<, .#E3 ..3,.�,�...<....,,,£-,,?,.�Cv.',.T,-:.......,-.....�,..'sa�Y,\,..i_".t�, ,,,EEI.,I.,ems;<<•`3,'{1R�3,ii � ...__.. , .....I,,. ,.�<..<>..�_w<}f£;�Ij>,�xx�€ <.<�.<._r<<°�<,.F_<.<<,....<.._....<r,,<A„<P<,~;tEiE!Ei'I,-.,..,,_.-Ii1£Ii, �1I£- II 3 'L�9i9girIr,Sk}q ' ATLANTIC NCTOIC NBESATCH FLORIDA P LORIDAP RlICOCHE E. 407 SQ. FT. MAIN ENTRY. 164 SQ. FT. DELIVERY ENTRY: 167 SQ. FT.POOL FOOD& BEVERAGE SERVICE: 167 SQ. FT. ATLANTIC BEACH DINING PATIO: 1,166 SQ. FT. Z COVERED PATIO: 749 SQ. FT. COUNTRY CLUB GOLF PORCH: 373 SQ. FT. 1E-E U TENNIS COVERED PORCH: 309 SQ. FT.TOTAL COVERED STRUCTURES DECKING: 3,498 SQ. FT. MAIN CLUB HOUSE, NOTE:ALL CONDITIONED/NON-CONDITIONED AREAS CABANA & TENNIS CALCULATED TO EXTERIOR EDGES OF STUD/CMU WALLS. FITNESS CENTER ALL BALCONY/DECKING AREAS ARE CALCULATED TO THE DEC 16 2013 J N TECABA4OUTSIDE EDGE OF DECKING/STEPS. ATTIC STORAGE AG STORAGE PLAN E PLANS3 - CILo at . Scale: 1/8 = 1 -0Scale: 1/8 = 1 -0 v These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement andPERMIT SET composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of . A1 . 20 ` these. materials can result in substantial criminal and civil liability. � J i- 1 `; } i[(pe S fr i I b t I .,_ 1. " I'tl 4 s ' - s i : 1 s , Sf sFt{ h 1y , z , - i,-,-,, " � - - \� DO NOT MEASURE DRAWINGS 1 . 7 ­ ,�� : � , / ' NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES 11 "` ' ) �- '' PRIOR TO CONSTRUCTION. SEE GENERAL NOTES DS• /<M ,> 1 T 11 .. .,......,, �._ f N £ I t I a. } s D D 31 11 i Z 3 B-B B2 r y _• 1 1 i � i 9 + r A3.10 "' A3.20 A4.40 N N 1 1 IjI SH D 1 .S. Iy, w W w r r,f E; t aaa.x.... _. €I .. y f. Y s. ......, w N.W.... ...d ..T�-�-�- £ 4 I£ I .. I 1 11 1, x.• A2.30 1 ,..•M % ,,,� i ..,..a".,.. I �� I f' o� I I D D _ .,. _ __.t m..,. \° r ..,, r �' I¢ �i II I I I / ��,q I 5D BMT I / I I ���� r 1 D.S. ) , >. rr.-, ,,..._. -1 SLOPE SLOPE 13 GUTTER I I D.S I // / If ZONE] /j , .. `,. • - - 1 w H>?.... .,,m,..,..:_. .._.., I ZONE \, 1.1 , �) w t` 1 ' \ // �, / I ZONE ZONE 11 t ) # I41S I SCU PER / i 3 z 4 � IT ' III �� ZONE N o t r 1 1( i r''' C'7 4 ��) :.,. I I , // // �� I I _ M .,r STV ,`l '( ,� I 1 i �O PR /// ''': ,°x ,, __ .k.._. ... a _..«....,a .... ._..:, i 3-`_-7 f g..,l� �� �v� zu 0 (� I I S 1£ I' I 11 1 / / k k' rl D e 1 _ O t It r� r1 �'r // ��� ..>� 'dr N O 1.0 00 /y C O 00 1 i; A I. III E t �' 7 ._. , �I �� lIi � I 1. I , I ,�� I hr I 1 ' SV CRIMP i - M (v 1.1 PERIMETER ATTIG /' I I '/ C����PLAN Y o= � r f l I I / ��� �' I I C �'i I / P / \` .T.S. , q � a x i / „;< / t � _ LL I i � ',, PLAN r �, ,� TROD f ! ` � O It Er' N I NORTH � . , I .., ..,.., .. ,.. ..,, _..... , I I 1 / �. _ - '� Z) l -,t "t I 7 ch 1I I EDGE OF BEAM I E[1GEl OF STUD WALL I •D.S.i f. (BELOW) II (BELOW) RS1009-16 BY�1 / J� ' ' N '` F - F a I N (V F V 4 B Y 'IXHAu5T0' I ' § S O { L � o c� � F t ( ' I I SLOPE - 5 PE / / _'_ 't ` I Q t r, V ��1�� T I P / / �' R IIS �4 � O W rn I3. rn 0 IM 4i JP t a fF _ - - - - - I I a) °- 4 v 11 b 050 SMT ) V L O r En E y , l i ` 3 JD.S. 3 or (1� O N II1 - - , t _ i ,.,EI D___- I 3 3p5 f 1; E EDGE OF STUD WALLS S (u ,,* ,i` � I I , ] (BELOW) 12:12 12:12 s I � cu v - � -g# - - 3 D.S. GUTTER GUTTER D. - tx I.. .• I k I 1 1 COLOR:GALVA LOME'P US'(SEE ATTACHED CHART) (BELOW)RAL BEAM T1• • � -�- N G I I I -�I I U 1, `k _ °._..._.. ..., ,_.. _ _m. .. ,_. .I 1. 1 _. ..t_x ,. 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(�: 1 I O- E O' g I KEF-1 ,I 3 f (241 � ,� �1.11� A t' I )� ( I I I rl)r�M r.:� '7I ( I °.. I - V LEY V EY I r } STRUCTURAL I IIx V LEV V LEY EY s V EY V Y VAI Y JPy EDGE OF STUD WALL t 14 p (BELOW) IT „`'° �, k o I I I I I MCVEIGH & MANGUM A3.,D0 ENGINEERING, INC. i q-A w IDG RI IDG IDG } , Al (D I I PE IME RG ATO 1 ❑D M � 9133 RG SKINNER PARKWAY 1 B ow 1 w � JACKSONVILLE, FL 32256 1yf t;) A4.10 d ly,f V LEY V LEY i V LEY VA LEY EY '. j VA EV VAL Y ? VA Y I PH: 904.483.5200 (� , § II} ' '', i ` I 9 SCUTTLEW/ALADDER + . I1. I ; 1 I o� �, ..g 4 G I 2 8 h� 1,. i 4'''. AzzO of t o� M F P P ( ). N� 3 F -+1 i I t ) I I k .y :Y f;;" -I. i G 1 W W I( .4::� I.a I - I O £ p N 4, , MCVEIGH & MANGUM C 1'x) lig t I SLOPE A y" k - - k Py ZLA ROOF ! S: � . - UTILI ARE - A-A , ENGINEERING, INC. . II� _ E , l p t 1 'g4 I ERIM TER FA IC SLOPE SLOPE I E 1 �' I I / - A3.10 (� [� I ) :It - : x _ 1 V LLE HE❑ li ED RM R EO RM R EO RM" S E RM S ED RM S D RME t � 9133 RG SKINNER PARKWAY I (BEL W) I - t r __...: .,,,,<. _.._ LE SH D ME VA LEY i . w i. �� I JACKSONVILLE, FL 32256 + ,E. SOD .H G 350❑ .H G 3 OD .HU G 3 D .HU G 0 B.HU G 30048.HU 30 DB HU 30 DB HUN A420 } 1, = F O FI D I FI D F D I D FI D FI D FI i w � E-DP� PH: 904.483.5200 , ��"11 ," � ��j"�i �'�'�,'��:"'i"," "��',""',"` I*Ui I ** ' � I E; ., DB. _._ ,� - 1- - - - I I ���� 2226, ELECTRICAL I I 2 z I 1 < {) �I U GUTTER 1 SEMCO STANDING EAM ME R f( P.) I SLOPE SLOPE 1 ki ? 2 .t t~'. ,7.>.�i COLOR:GALVALUME'LUS"(SEE T(CHE - T) I CRI KET I MCVEIGH & MANGUM PARAPET WALL ; ' ENGINEERING, INC. I: t w I I I11 " 3 I 11 I u�l 7 I I z< I I 9133 RG SKINNER PARKWAY • JACKSONVILLE, FL 32256 1 w PH: 904.483.5200 r Y a:1z 4:12 1 I I uTTERo.S. y # ,, Z SE O S D G S M M TAL OOF P. IL_J� } < 0 ¢ I G OR: AL LU 'PL 5"( EA ACT DC RT) I 4 I 1; I ' U k > G' 2428'SM °' \ P4, I I I LANDSCAPE ARCHITECT -- I __ ____. Q I .,,.,,-„„ ,.,- ,FI ED "_ _ OLOR:GALVA LUME'PLUS"(SEE ATTACHED CHART) I EDGE OF BEAM j f ._ ....._...... _. ......_ ,_.Iy )........ ......_.... .. LAT ROOF (BELOW) I 17- L .1 7 - . Z SLDPE SLOPE -= I I EUTHENICS STUDIO w 1 I 1 I I I V 1650 BEACH AVENUE V) I i Lil GUTTER I o �� GurTER I I -- f ATLANTIC BEACH, FL 32233 o �_ C1 11 2-D2 G1 PH. 904.246.6219 y. ..: 3050 MT y 2- i x e� Z • ( A330 q3 2 SLOPE SLOPE - - -... _ ... I .... P LLI DS. FIXED i e �. EDGEW)STUD WALL I �__ J } (. (BELOW) I I DEGORATNE FINIAL r r, - w i .-=wQ 1 I E REVISION DATE s • - - 'L L I Dti". D1-Di F TUD WALL O ) o' o E k4 L A3.30 A3 LL_I m Xfi SLOPE SLOPE m x -m A3.30 (BELOW)S s I .S. GUTTER 0 N � E 5: 2 -5.'2� 0 D I B B ___. ____ _...__. .. 3a5D s r_� ._ ___.�._ _--_ _. PERMIT SET 12/13/13 �, �� I - - ,,-;. a I i A4.70 A3 0 A4.30 D.S. FI D "? , � EDGE OF STUD WALL r� 1€ ( O 0-0 E I 1 (BELOW) a I A3.,D I D, I �Q w tiq Ct I I I ' 1 I I �, Il W IZ I D I I I I ,i� , �: I Y , , s I� ,�14;��­ , � �1 L ,L,�:­, L ��, ' I 11 W I I l I I I I I 1I I , �', 1,� I I�` 2i I FID ., ,u_ '__._..` I I I I �;' 1' 2428 SM "I'll B r r I 1 I ..I Ct. 35041.HU G i. Ct 1....13 I I I I I FF ( m FI ED BAH MA I I I 1 Q1 SH TER ° I I I I A3 30 t t ! O 1 04] I" �[ "I I A3.30 a A3.30 I ryryI I I 1 `i t i i tf 5 i t i f 11 1 SL�1- D SL� , I w I I z z GUTTER D.S. r f a - 4.1 - 2 1 O 1 O O 114 , �' Y 1'p I f I I , r . , Z I A221 I I A2.21 N A2.70 Z Z 2: 2 2: 2 I • d I'. I ¢ �, 1 1 1 I�I Ilii ,Vt Z 1 1 1 D I I I . D 1 101 • I. `111 ply 1 i,' r 'y I , OW I I::::4 1.11 �4� ��...,",_,,., -.- ��. I w trio o _...__.... "r,._. _ I I 1 4 I Q I I I I I I 1 k j ARCHITECT'S SEAL � � U ' I I I I I I I / �.{ I1 II - I I I I I I , I1 1 I I I I SLOPE x I I o I I I I I w 1 1 .'..I s SLOPE SLOPE I I I I I I 1 ( r F , I I I I I I I I I , � 1 1I 1, o I I I I I I I I w ,," 0 1 1 1 1 1 D_B, I, 15, } 1 �a A 1, I I I D SEMCO STANDING SEAM METAL ROOF(TYP.) tt "�V�ri 5' I 3 C OR: OAL LUI- 5'( EA AOCH DC RT) 1 3 I I COLOR:GALVALUME"PLUS'SEE ATTACHED CHART ,© ��i I Z t,, o I - - I I I I I I ': I I I I I I m I I EDGE OF BEAM I I I I I �t I I (BELOW) I I I I . ' w ` o I 164 I I I I 1 w 4 �5 I It .' ry m E-E , w I I I I I I o o A3.30 1 ' U ELOPE ELOPE CADD DWG. FILE NO. I I I I I I I =1w E 7 12 7:12 ! ` 1sL2 MAIN CLUB HOUSE - ROOF PLAN A1.30"I M f ), I 1, _,; I w F �� I SCALE o Scale: 1/8" = V-0" I 5s /� I G P {J AS SHOWN > W �od� F DRAWN BY fy I r, :tl _ m I P ,�,"�z�.� "�l�4�f L�, ," r,'� A.I , -C- "-;,� ` -11 _ } D.S. GUTTER D.S. GUTTER GUTTER D.S. Vis' A2.40 t - "� i!- I ", - �,'Ii,, SMZ - --- ,-j � I:71, ¢ -- _�72 L 'S. �� " 1- ''- -' " "- zos`oe u` - - - - - - - - - 1 EMc TAND E ETA o (n.) k _ LEGAL DESCRIPTION _., __, w .,y O , .,D 305 TAU 3 ,1 N FA XE AUX OR' VA E' "(BE A ED HAR I {j n s LO RE i E [ i `L VER Di: ' _OUV RED J 1) r f <, {„ , j > _ FIXE I 9 SH E S UTT I SH R I i U i i w "'- "_ w I Y C_,v-��--W_ _�Z_ o B I I I Of I. ATLANTIC BEACH COUNTRY CLUB s: a T o r>5 '' Q , 1 V LEV ALL j LLE VAL EY ., AREAS: PROJECT PHASE 10 7r �1 I + + wN " _ Z C Oft AL NUI G'PL S'( EA AOCH DC T) I j: ' I,�+;11` . I.r `' o - CONDITIONED SPACE \ i � .� � I 1 '. ,. �'. 'I > ? 1st FLOOR MAIN CLUB HOUSE: 12,211 SQ. FT. PERMIT SET '°, ` ;.� ', E "I"I y 11 W SLOPE w RID E RI GE IDG GDBTDM TENNIS THEME SLOPE 1st FLOOR CABANA SERVICES: 1,033 SQ. FT. PROJECT NUMBER I, i,. i l , I w I 9:12 / 1st FLOOR TENNIS/FITNESS CENTER: 3,418 SQ. FT. I> I° , �I I , - - -- - .- - -- 18-11- , ( 'SII ' I '( - TOTAL 1st FLOOR CONDITIONED. 16,662 SQ. FT. j + I_ ' CO ORM ALV LUM "PL M(S EA OCH CH RT) SL/ UPE - 7 i E' I IB 1F tl' I I 1 9:12 `E . 1 = URV DC PE ROO CU LA 3 6 6 {j ATTIC/STORAGE/MEZZANINE SPACE 11 1)x117 ( + I I( I I '. I i v C� a-_ V LEY I ALL w OUV R5. OD BA E& LL G. WL EY d i 1 I}k l 1 F 11 " k 11 t � € tiq ATTIC 200: 1,209 SQ. FT. �tLillwr I MEZZANINE 201: 830 SQ. FT. NEW CONSTRUCTION I „ ¢ �� STORAGE 20OA: SQ. FT. If " '1' I. I " 11 , 1 ,� f +I y W o� i ` iii ! rd 6 .I w tf 1 R �' i 3 E� I I i 1l !t ) , , I JZs TOTAL MECHANICAL AREAS: 2,039 SQ. FT. N 3 I ! :.1'_. �Y II� � SLOPE SLOPE I I I` t � I I � I �i �.i t � V � � s i �w � � I '' ' ( w 11 11 I 11 I 11 ' - m ATLANTIC BEACH, FLORIDA ED ORM R SH DO MER 1 �HE DOR ER S DD RME -� ( w H, COVERED STRUCTURES/DECKING - __ I .__. ..... - - - - - - - - - k PORTICOCHERE: 407 SQ. FT. 305 FAU 30 DBL. UN 'ICFA X� 050 AUX .....�I U MAIN ENTRY: 164 SQ. FT. DELIVERY ENTRY: 167 SQ. FT. = v = O.S. GUTTER O D.S. GUTTER GUTTER Ds ! POOL FOOD&BEVERAGE SERVICE: 167 SQ. FT. ATLANTIC BEACH V 1 EM ST DIN S ME R OF( P.) I COL R: VA UM 'PLO'(SE ATT CHE C T) F o I �$ DINING PATIO: ELOPE ELOPE COVERED PATIO: 1 749 SQ. FT. COUNTRY CLUB t r r - U A2.40 x4.70 A3.30 I j - �z, Z x ......>. - - - GOLF PORCH" 373 SQ. FT TENNIS COVERED PORCH: 309 SQ. FT. 1. ' � ¢ GUTTER DS• �a�ENo TOTAL COVERED STRUCTURES/DECKING: 3,498 SQ. FT. MAIN CLUB HOUSE, '� o Ds. NOTE:ALL CONDITIONED/NON-CONDITIONED AREAS CABANA, & TENNIS / `�' CALCULATED TO EXTERIOR EDGES OF STUD/CMU WALLS. FITNESS CENTER = ALL BALCONY/DECKING AREAS ARE CALCULATED TO THE I. , 3 CABANA BATH - ROOF PLAN 4 TENNIS / FITNESS CENTER - ROOF PLAN OUTSIDE EDGE OF DECKING/STEPS. ROOF PLANS 11 O A1.30 Scale: 1/8" = 1'-0" A1.30 Scale: 1/8" = V-0" 4 H U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A O ` , ''°�;' ' " Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and ■ , , a1 I ht` II ,i composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of PERMIT SET 12/13/13 . I ,I;. "� !l,,�,�� 4, r' `1 A, . these materials can result in substantial criminal and civil liability. n t_ + .. fY i•"- f .� I �,y g I 1, 11 ; I �, � �1­ 1 t J S y C-C C7 B-B B1 "' I " A3.29 A4.58 r DO NOT MEASURE DRAWINGS 2 DECORATIVE FINIAL BYEJM COPPER INC. SEMCO STANDING SEAM METAL N H '­ ,_ _- I I . I I I I 1," ,�- (MANUFACTURER TO PROVIDE SHOP DRAWINGS)- ROOF(TVP.) . . NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES { ; COLOR:GALVA LUME'PLUS' R P - - - j - - d. - - �cEEA 3T-11'(EL.43.31') PRIOR TO CONSTRUCTION. SEE GENERAL NOTES t 4 �fi , 12 12 � BUILDING RESTRICTION HEIGHT ))` ,I i) PLUMB-CUT3x6S.Y.P.RAFTER 3 5� TO R `7x SHED DORMER(CLERESTORY) 1'• ' TAILS ATTACHED TO MANUF.ROOF TRUSBES/FRPMING®24'OG. 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COLOR:BM.BEA STAR#2123-30 t ) , - .; 12 MC STA DING MET RO P 717 2 , 3 CR NJULE RO LE( S C S C.8 -992 00) E CO AN G S TAL 00 (TVP 10 C OR: AL LU 'PL LOUVERE{, LO `B19T M E AICE CST C1F2 70CAT O395 3!4' 31 'OV 1X FA AAZ K- -EO 5 TH IC C LOR GAL ALU E'P US'(EEA AC EDC ART PR UCLTE NAT - 0 W II�T IM 2 SIM. COL R. .ICMIS #21 70 ® [2 ® MAIN CLUB HOUSE QTRI WINDOW TRIM TOP OF PLATE DINING HALL NN3 4. PO EC CHE E- OF LAT ED BRICK VENEER 14-AJ-It co Y f ° COU R:B .IC MIST#212-70 C COLOR: M.ICE - (� ED BRICK VENEER 1 EA - 3 MAIN CLUB HOUSE-TOP OF PLATE (_ 'S ��) E YT POF LAT 3 PLU a-C 7x6 .V.P. FT R T M LOUNGE/GABLESIKITCHEN IR.R. -D i # 1 ,` °(�, 13'-'(EL. 3.08 TAIL ATT CHE TO U RO TR S F LNG 24' .C. C OR: M. 12'-101/4'(EL.2225') L / GOL R:B IC MIS #27 7 MAIN CLUB HOUSE- O 'D AINTED BRICK VENEE HEADER(TV'P.) KITCHEN INDOWS TOP OF%ATE OFFICESL O 1'-4' PAINTEDBRICKVE ERHEADER(TYP.) WOMEN'S INDOWS O.H. 11'-5 IA-(EL.20.113') U_ Q �) O.H. 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SEA STAR#2123-30 9133 RG SKINNER PARKWAY , Y D-D D11D1 D2-D2 AA 2 MAIN CLUB HOUSE - NORTH ELEVATION RIGHT-SIDE VIEW) JACKSONVILLE, FL 32256 I; ` z PH: 904.483.5200 L „ ,.; - O A3.30 A3 30 A3.30 A3 10 A 20 U Scale: 1/4" = 1'-0" I : LANDSCAPE ARCHITECT .i r u EUTHENICS STUDIO Z 1650 BEACH AVENUE I �' o ATLANTIC BEACH, FL 32233 _' 1 U PH: 904.246.6219 I Z F_ , F REVISION DATE 11 I ><� '` ' p PERMIT SET 12/13/13 0 0 '`'t � Z w A-A Al D2-D2 D1-D1 D D A3.10 A4.10 A3.30 A .30 A3.30 } Z k, ¢ Y 4 r f i m ii 0 I, t' p 1 SEMCO STANDING SEAM METAL ROOF(TYP.) / "- COLOR:GALVA LUME"PLUS" SEE 1 t z I ATTACHED CHART) F11 s,r ¢ Z - _ _ _ - _ _ __ _ - _ _ _ _ _ _ _ _ - _ - - - - _ _ _ _ _ _ _ _ _ f i r 1 BUILDING RESTRICTION HEIGHT . • 12 12 6 ' Q - - - - - - - - - - - - - - - - - - - - C� - �ari - - ARCHITECT'S SEAL f v 35'-0" 11 , i "` � MAIN CLUB HOUSE- s TOP OF RIDGE BLE LOUVER FRAME `" , O 30'-4 3l4"(GI �o�o' , 11e ,' O R`BI�SEA3'TAK#2T23 3U TRI NOTE: SEE SHEET A2.10 FOR I w CO OR: M. 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O �, a A A D2-D2 D11D1 D-D 4 MAIN C UB HOUSE - SOU H ELEVATION LEFT-SIDE VIEW)IL _ _ _ A .10 A3.30 A3 30 A3.30 == J MAIN CLUB HOUSE _ o A2.2o Scale: 1/4" = 1'- ' N Kc 16 2013 LJ NORTH & SOUTH ,, ` w �V } _ '- Kf° ELEVATIONS ,,, k '" o �' I:l,� 11, ` t I t ;O , ' I ;° ; These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright ProtectionA2 . 2U '(�" 1,' 11 ' PERMIT SET 12/13/13 �"�I� l 11"I' I ;i =4. Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and IIS f e ,W composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of ` x° these materials can result in substantial criminal and civil liability. 1` ' 11: I „ t I DO NOT MEASURE DRAWINGS l' NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES �x PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 3 D1 D1 D2-D2 A3.30 A3 30 A3.30 J D 2 "i, K ,^ i N O i M M (a .. 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SEA PEARL#OC 19 I These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection W W COLOR: BM. ICE MIST #2123 70 A3.2° MAIN CLUB HOUSE - WEST ELEVATION REAR VIEWPERMIT SET 12/13/13 . { h 1 , ,� ' ( Y „: Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and z z 3.2 , �,° ,� 3y composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of z 11 theae materials can result in substantial criminal and civil liability. Azso Scale: 1/4 = 1 -0 '1 1; 7 .. ,. f ' i r y , T 11 { 1 R I ), t T q..Y; �4 _� i. t - , B2 B43 C2 C-C 1,il!) 4 ,' .� A4.40 A3.70 A4.60 A3.20 �' I DO NOT MEASURE DRAWINGS 1 OH N C�TOWER L 4 — — — — — — — — —J — — — — — — NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES } — — — — — — — — — — — a — — _ — — — — BUILDING RESTRICTION HEIGHT PRIOR TO CONSTRUCTION. SEE GENERAL NOTES , z.,, Y'i1-0 °(- RIDGE � MAINCLUBHOUSE- ( b 1,'' } SHED DORMER(CLERESTORY) 5 f, TVP.TRIM i E` 1 ( $ (^`" SH CL EST RY COLOR:BM.ICE MIST M2123-70 RIDGET TOP OF RIDGE yr a a vo,79' ( P) NOTE:SEE SHEETA2.10 FOR 00 ER 1 ER OR R ORM R I RM R ORM R RM D RME BE CO AN NG ETA ROO (N ) ," ,, ) ADDITIONAL MATERIAL INFORMATION W-1 C LO :GAL AL E'P US' EE AG ED T 5 CRI PM AL MAIN CLUBHOUSE- 1 _r:,� ROO TOP OF PLATE 0 DORMERS A E 1 7 [ 11 I r � L — � ——— — - — - — — I -- — -_�::—-_ r �::_—_—__- - _ _ 25'-9'(EL 35.15') G LE UV F E L 7 •- 11 ± � COLOR:BM.GABLE 9TAR#212130om C LOR BM. EA AR 121 0 2 12 12N f ERG SS EINF RCE SEL CTE 1 1 4 A2.20 12D TRIM 1 OF CTU RT PRO GS 12 12 A2,p EP ABL MAN FAC CTU LRG 55 ORPPH#: 5 CONL IM r MANUFACTURER TO PROVED SHOP DRAWINGS D. PIA UE, 117 CHI NEV AN- C LOBM. EM T# 217 1 FIBERGLASS FACTURER TOP OVER FRP) SELECTED COLOR:BM.ICEMIST#2123-0 OR BM. EA AR# C OR BM. RS 18 Y IIII�� 3r , .• (ACCEPTABLE MANUFACTUERER.ARCHITECTURAL U FIBERGLASS CORP PHI 800-039-2000,1395 MARCONI 1 'I, G ' BLVD.COPIAGUE,NY 11726-2814 OR EQUAL. 11 COLOR:BM.SEA STAR#212130 B ND d E'. k�.i...iii..i........� 1 COLOR: 13 )1S, C TAN ING EAM ETA RO (TY ) OLOR:B # CD T ( ,� i ® CD ® ®® OL RL E' US' EE TTA ED HAR INTED-TEXLUREO 04 NLOtww to 9 M_:� �, I �� - — WINDOW TRI CK RIM OMORE BMRISEA PTOP OF PLATE DINING HALLL :HM ICE IST 123 0MAIN CLUB HOUSE- �) w 4 .,1 12'-t0 U EL 2225''Y F t�1'' }•5L _ LOUNGE/GABLES/KITCHEN/R.R.t1 5 s $, k ',' Ifl MAIN CLUB HOUSE-TOP OF PLATE_ COLOR:BM. 0 WINDOW TRIM14'-0EL2340' �I_ IST yy2170 COLOR:BM.IG ( 1 f ) O y SHED N ( 1 I t F NG VE- LL' C (iYP .H. •L H 11 11 11 11 11 11 11 I iU 1 ST ME PoS W/ - 70P O'PLS14•(OFz ) IO c •O L0 I 1'4' 1'- - 1, MAIN CLOS HOUSE- -� ' S .3, )y4 : ) WAI II 11 11 11 II III IIII 111111 11111 RI NIN V DA NGd SIGN 804-7 3 ) C e C; N 7 r y 1 •- '1 It,CS2: Itt 1f — L O ® _TRIM _ � M O J 41 -70 COLOR:BM.ICE MIST#2123 C ' i I 111111 F HADSWORTH COLUMN(TYP.OF B) d +� M s COLOR:BM.ICE MIST#2123-70 '�11 q - MED-TEXTURED-OR Z (n MBLED BRICK I �i ( S Ty LOH:BM.SEA PEARL 19 �0 a FINISHED GRADE nttclu I 1'' r U - i! 7 ,.s _ 8 BRKT. 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ICE MIST #2123-70 A3.10 w w COLOR:BM. ICE MIST #2123-70 Z z z 0 - z i H , 6 U H ARCHITECT'S SEAL Q a 3.1 MAIN CLUB HOUSE - WEST ELEVATION REAR VIEW) C2 C-C °' % U Az.3o Scale: 1/4” = 1'-0" A4.60 A3.20 � (A c� r ��,, I Z Z _ CtTOWER . O = _ —� _ _ _ — — _ = _ _ _ _ _ _ _ _ _ _ _ _ _ _ Of z z O _j _j o — — _ _ — — — — — — — — — I — — — — — — — — — — BUILDING RESTRICTION HEIGHT , g Q ¢ SHED DORMER(CLERESTORY) 35'-0" TYP. TRIM I! ; o TOP OF RIDGE - A COLOR: BM. ICE MIST #2123 70 RIDGE MAIN CLUB HOUSE- T( Ah FL p — — — — — — — — ui D 00 ORM R ' ORM R ORM R RM R D RME ( w ( NOTE: SEE SHEET A2.10 FOR I— I SE CO TAN NG AM ETA ROO (TY ) ADDITIONAL MATERIAL INFORMATION I C o d \ f LO :GAL ALU E"P US"( EE AC ED ART LU MAIN CLUB HOUSE- I 1i U CADD DWG. FILE NO. ID I 1� I I — t � — — — — — — TOP OF PLATE DORL. MERS 6) ' ' � O — — — :4K \x — — — — ­, ­ 1 I I. , '­} � � �� � �: ­ I �r�, �_� I :i�, �� ( a G BLE OUV F ME ,i C„ L. I COLOR BM. EA AR 2123- 0 4 SCALE o FI ERG ASS EIN RCE . 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N `_ fr , 1 6 2013 FITNESS CENTER r i � _ (a tQl� � EAST & NORTH ELEVATIONS 5 1.. r`. w lIL I4 ��t } N `: . ' V °`�� These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A2 .4 } ; il ' Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and M composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of �. these materials can result in substantial criminal and civil liability. I j I 11I .,. ;< I >. , _--------- - _ _ _. __ , . _ , _ SL {E i DO NOT MEASURE DRAWINGS ;I x, i•' ' NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES !, 1 PRIOR TO CONSTRUCTION. SEE GENERAL NOTES �FF �EE k f I' k, s i yk5{ LO A3.30 + A3.30 I I0)DECORATIVE FINIAL N o N N F �? 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BUILDING RESTRICTION HEIGHT 35'-0" - ARCHITECT'S SEAL Z I riv t ( HIP ROOF 4 O - - I - - - - - - - - - - - 0 - I - - - - - TOP OFRI - 29'-7 1/2"(EL.39.04') ` NOTE: SEE SHEET A2.40 FOR I U ADDITIONAL MATERIAL INFORMATION I I 12 { O w O Q I@.I ❑ I m 2 12 - - - - - 2 1 - - - - - - „ ,' 9 ( J COL R: SEA STAR#2123-30 IY@ y rl I ❑ 7 TRI 5 w A2.50 COLOR:B IC M #2123-70 A2.40 Y D , m 12 12 t i 3 0 �- EXERCISE ROOM- TENNIS/POOL CENTER- <n TOP OF RIDGE _ DORMER PLATE ❑ 20'-1"(EL.29.60') CADD DWG. FILE NO. w BLE OUV R F ME 19'-9"(EL.29.1 T) I OL : BN. SE STA #21,3-30 12 RIM n COL)R: A. IC MIS #21 3-70 SCALE p.S twn ENTER GABLE- SE CO TAN NGS AM ETA ROO (TY ) AS SHOWN ' w TOP OF PLATE. )LOR :GAL A LU E"P US"Ill TAC ED ART DRAWN BY m 14'-9"(EL.24.17') SVD SMZ EI�AC S ( •) HIP ROOF 4" I COLOR: LVA UME "PL U "(SE ATT CHE CHA T) LEGAL DESCRIPTION TOP OF PLATE. O 12'-9"(EL.22.14') TENNIS/POOL CENTER- IS/POOL CENTER- M OIL TOP�I�,_ 0'PLATE. 10'-9"O(E PLATE.20 14') 10-4-(EL. 0.14') O I I P @ 1'-4" v ti tiun� v ti vun� v ti i anti ti v v tiTnv ti u I un .. u 4tl I ron v n u1 1 11 v u n v v irk O.H. I O - - - - - - - - I - - - - - -- -- - - PROJECT PHASE o PERMIT SET w I P, > x 6 W '� ti ti ti PROJECT NUMBER t tl ' @ � �� �� \� 18-11-_ IM 1 11 1111 11 IT IL I _ LL FINISHED GRADE I I I I u I� u 14111 Q (SEE CIVIL DWGS.FOR HANDICAP C 2 U 66) NEW CONSTRUCTION �. LLi TRANSITION AREAS) \\ 2-3 80/ 303 . j11 METAL C L N L PANEL WtTAL) IS&EXERCISE CENTER- FI D (1P LE FI D OPE BLE OP /OPERABLE 1ST FIN. ER- U MAIN CLUB HOUSE-1ST FIN.F R. j - _ _ _ _ _ Pin _ I II Ill(EL.9.40') I 0'0"(EL.9.40 FwISHE GRAD ATLANTIC BEACH, FLORIDA s ,✓' .. /'. .. / .^ ... r`/,/ ��/. ....r.''%r ,,,r..r[- .r<.. , rt.... �,,,......f^/,, .,:�;d/,^%..q�i , r'r/ ',..rte...�.>„fes. 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' - - - - - - - - - - - - - - � ¢ ¢ 9133 RG SKINNER PARKWAY << t s ❑ JACKSONVILLE, FL 32256 z PH: 904.483.5200 LANDSCAPE ARCHITECT r o x`A MAIN CLUB HOUSE - BUILDING SECTION 'A-A' LOOKING WEST EUTHENICS N STUDIO � 1650 BEACH AVENUE Z A3.70 Scale: 1/4"= 1'-0" ATLANTIC BEACH, FL 32233 u_:, ,1 I PH: 904.246.6219 Z L r ?� REVISION DATE 7 t o PERMIT SET 12/13/13 0- o z N I I I Z 1 w W � J ¢ U __ PRE-ENGINEEREDSCISSOR TRUSSES(BEYOND W/ B-B 1 > ¢ 12:12 TOP CHORDPITCH&9:12 BOTTOM CHORD PITCH PRE E E =ATS(BAY m A3.10 A .30 CHORD PITC SEE U - (SEE TRUSS DWGS. FOR ADD-L. INFO.)W/SPRAY FOAM TOP H( TR SS DWGS. R ADD'L. '.' O INSULATION _ GPRnvFn nnlnnl — INFO.)W/SPRAY FOAM INSULATION(R721 @ 5.5") BUILDING RESTRICTIO HEIGHT — ) — — I — —SPRA"YEDF-ON MANUF FTRUSSES.-5:5 — — — — — — MANUFACTURED OOF TRUSSES. 5.5"APPLICATION 35'-0" e 0 'SEALECTION 500'W/'BLAZE LOK'-T.B.(SEE PRODUCT APPLICATION'SEALECTION 500'W/'B�AZE LOW-T.B. MAIN CLU�HOUSE- BULLETIN,TYP. 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FORA I I N co w N N w w w w B-B I I olo ATLANTIC BEACH, FLORIDA s U z l z A3.10 I I J J ❑ - - - - - - - - - - - - - - - - - - - - - - - - - - - ATLANTIC BEACH I [ o COUNTRY CLUB s _ U OCA 1 M/M , I A-A MAIN CLUB HOUSE - BUILDING SECTION 'A-A' LOOKING WEST - MAIN CLUB HOUSE a A3.10 Scale: 1/4"= V-0" Doti 7 6 2013 BUILDING SECTION sC 'A-A, O ' These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A3 . Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of PERMIT SET 12/13/13 I these materials can result in substantial criminal and civil liability. 4 A F I f I g I k f l? 1 J i 1!t I i �t ` { DO NOT MEASURE DRAWINGS I �� I. . _ II r NOT 'Y ARCHITECT OF MPRIOR TO CONSTRUCTION. SEE GENERAL NOTES �I � - ° i` ,,I I t ... , , ' �e� „ !; � , 11 I i, ` ' i,. wI 11 I I �r f)g 1 s r 1 I • I I 4 c1 I P [ 4` ! } S fv ,, - 1, �) i'i11 ,F1' V co i , PRE-ENGINEERED SCISSOR TRUSSES W/5:12 TOP U N CHORD PITCH&3:12 BOTTOM CHORD PITCH(SEE TRUSS RIDG DECORATIVE FINIAL BY EJM COPPER INC. Z N N ` DWGS.FOR ADD'L. INFO.)W/SPRAY FOAM INSULATION O M C`) (MANUFACTURER TO PROVIDE SHOP DRAWINGS) 1= ca I ;��) JI� BUILDING RESTRICTION LINE ' (R-21 @ 5.5')SPRAYED ON MANUFACTURED ROOF U' . o co 35'-0" TRUSSES. 5.5"APPLICATION'SEALECTION 500'W/'BLAZE w a � p 00 LOK'-T.B. 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PIAGUE, NY 11726-2814 OR EQUAL. I I TRUSSES. 5.5"APPLICATION'SEALECTION / / \ - SPRAY FOAM INSULATION(R-21 @ 5.5") I 3 i 3 1 P INEERED SCIS R TRUSSES(BE O D 'Al � I OLO :BM. SEA STAR#2123-30 I I 500'W/'BLAZE LOK'-T.B.(SEE PRODUCT I / / \ \ SPRAYED ON MANUFACTURED ROOF ,z, A2.30 A2.10 BULLETIN,TYP.W/TRUSSES) I / 1 2 T HORD PITCH :12 BOTTOM D PIT H V AI I A2.30 i �- 11 ,a i, ' ❑ ❑ I I I / ( E TRU S WGS. FOR D'L. INFO.) RAY F M 1 \ �L 12 TRUSSES. 5.5"APPLICATION'SEALECTION w F'4 INS ION R 21 5.5")SP Y D ON \ Q4 500'W/'BLAZE LOW-T.B.(SEE PRODUCT I CADD DWG. FILE NO. ., U I B ILT P MO IFIE BITU EN YST RI D IN LAT N I I / ( ( \ BULLETIN,TYP.W/TRUSSES) ❑ i NUFACTU ROOF SSSS. APPLICA I N 1 O GA ANI EDM METAL ECKI G I I 12 I I AIN CLUB HOUSE- < �{ ` w O MAIN CLUB HOUSE- 4p ALECTION 5 /'BL LOK' .(SEE PROD T ( EES RUC &S CS. OR D'L. NFO. 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I I I I I I A4.95 I I O I 8'-81/2"(EL. 18.13') - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -A - - - - - - - - - - - - - - - - - - - GOVE - -I-I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - fi - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rt - - T I- 1- a GRIL PATIO I ASST NGR. OFF. I 0_ I = I I I I I PROJECT PHASE I , € Z I w 121 007 I I I 106 I I I PERMIT SET II I I , I1 w 1 oma I IL I I I I 1. I w I I o wF,P zcn O CUST�M METAL POST W/METAL WINDOW SYSTEM I I DOOR SYSTEM SEE I DOOR SYSTEM(SEE DOOR SYSTEM(SEE I PROJECT NUMBER , ` I w I z RE EPI NAR _. o� z STRUCTURE&FABRIC AWNING (SEE SPECS. FOR ADI�'L. I I I I SPECS. FOR AD1D'L. I SPECS. FOR ADD'L. SPECS. FOR ADD'L. I 18-11 I w ' I LL w � (ADVANCED AWNING&DESIGN LLC INF10.) I I I I INFO.) I 1 INFO.) INFO.) 1 I h, i j I i I z 904-72�-5567) 1 1 I I 4"CONC.SLAB YV/FIBERMESH @ 1.5 1 FINISHED GRADIE 1 I. " i ' ,, o O FINISHED GRA�E 1 1 LBS./CU.YD.OFPONCRETE OR 6x6 (SEE CIVIL DW S.FOR 1' 1 �' R RRIER I \ / � I (SEE CIVIL DWGS. FOR HANDI P 1 1 I I W1AxW1.4 WW ON 6 MIL VAPOR BARRIER 1 HANDICAP TRANSITION AREAS) I) I, ¢ 1 I TRANSITION AREI�S) 1 I ON PREPARED GRADE I MAIN CLUB HOUSE- NEW CONSTRUCTION I, II I 11 I MAIN CLUB HOUSE-1ST FIN. FLR. MAIN CLUB HOUSE-1ST FIN.FLR. I - - I 1ST FIN. FLR. I . - - : . 0'0" EL 9 40' w - - EL i EL. .40 0 0 9.40 I i (If I 00 9 I .' ( D� FINISHED RADE I I FINI HED GRA S G S .i. I I- I 1'0" EL.8.40' 1' 0" EL.8.4 ';. v (-) ( ) (-) ( Iii :941T ( ) .� 2" EL.T.B.D. I•, i I1111i 1 I ATLANTIC BEACH, FLORIDA �,' ,g �' I COMPACTED FILLEffI� _, r' I , = SEE STRUCT. FOR ADD'L. INFO. v I ( ) I I I 11111 I ° I Q 1 I I I - 11c I I I11,11 i ATLANTIC BEACH AA I I 46t 3 ❑ I i g Y I I I A .10 ti ;.._, Z , COUNTRY CLUB ­,. 0 \ / \ / \ I� ,� i i �� l ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rf ,I , o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,, a -. BUILDING SECTIONS R s , ,:, r c-c MAIN CLUB HOUSE - BUILDING SECTION 'C-C' THRU ENTRY LOOKING SOUTH MAIN CLUB HOUSE - BUILDING SECTION 'B-B' LOOKING SOUTH � L 1 6 13 j 'B-B' & 'D-D'9 nn B-B V 11, " ` A3.20 A3.20 Scale: 1/4"= 1'-0" r �� rl'r r Scale: 1/4" = V-0" am - _e-e-� o tzl "1� '��",� -��,,-, ,�­ I I I1,1, 11 U , � -, ��', � 'I' ll ,� I .­_:� - ',.,,, I , w,� � I'' : "= These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A3 . 90 N, Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and PERMIT SET 12/13/13 1 r�". �,11� , , i'Et �` ;I - - i composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of j' these materials can result in substantial criminal and civil liability. 111{ ,' -, t `r , c i SI , . o , ' • 4" , }:, 1 l �, '' I 1: 1. @, t t ' 8 a ` DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES " PRIOR TO CONSTRUCTION. SEE GENERAL NOTES :# k' I a , i II , if r,,. p " ' ,; } RIDGE RIDGE I RIDGE I ' I, pi6v t, it F ill ,, .t yy r r 1 ; - 11 :� � , � ,� , i, �) w r11' I1 I ;, '4,' ' C C C1 C C C1 C C C1 IRI f, I,: i� .'(I I 'II� �I ' ! 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INFO.)W/SPRAY FOAM INSULATION DWG R_20R 5DD'SPRAYED ON MANUFACTURED ROOF BUILDING RESTRICTION LINE AM INSULATION Ce) M (MANUFACTURER TO PROVIDE SHOP DRAWINGS) (MANUFACTURER TO PROVIDE SHOP DRAWINGS) (R-21 @ 5.5")SPRAYED ON MANUFACTURED ROOF BUILDING RESTRICTION LINE ( @ ) I ' SEMCO STANDING SEAM METAL ROOF 1 " p co I I II I I i f 35'-0" TRUSSES. 5.5"APPLICATION'SEALECTION 500'W/'BLAZE 35'-0" TRUSSES. 5.5"APPLICATION'SEALECTION 500'W/'BLAZE 35'0" L i i ISI; u j (COLOR: GALVA LUME PLUS) OVER O p r; ,�F,I,II 't ;R: NI i rRnr.F wnT rF RHIFI n nn ENTRY TOWER PEAK LOK'-T.B.(SEE PRODUCT BULLETIN,TYP.W/TRUSSES) LOK'-T.B.(SEE PRODUCT BULLETIN,TYP.W/TRUSSES) LL rn o LO �I I� ,I {`` EIS I T� FENTRY TOWER PEAK - - - - - - - WER PEAK III ill,, I I ,I r, I ' I,, _ _ _ _ - 33'-11 3/4" EL.43.38' _ _ _ _ _ _ _ _ _ - _ _ - - - - - - ENTRY TO N � 00 fi I'� I ,, FLASHING AT DRIP EDGE ( ) 33'-11"(EL.43.31') 33' 11"(EL.43.31') "I aS p a) t d '' r ' - - - 3x6 S.Y.P.RAFTER 12 12 3 PLUMB-CUT 3x6 S.Y.P. RAFTER 12 12 3 PLUMB-CUT 3x6 S.Y.P. RAFTER No r ,it TRUSSES/F - - rnu c A�TArunnvncoTvwiAr"duFR�F p ++ M 3 PLUMB-CUT ' ft 5 �( ,I I� �� i, 11 I TAII C� ATTAI+LJC !1l1F -5 TAII C A C a „ ,T VTTTTCC VV DD - �EIDfG� �NDIIaGETAL RSO - ���,TFACHE�F6{NFAPI�)F.FSO - - �E1TAIQDI�ETAL-RO 5- `"•`� O v� FRAMING @ 24"O.C. TRUSSES/FRAMING @ 24"O.C. TRUSSES/FRAMING @ 24"O.C. �►,,,,,,I/ � p ` Iq ,c 4 (COLOR: GALVA LUME PLUS) OVER (COLOR: GALVA LUME PLUS) OVER a) COLOR:BM. ICE MIST #2123-70 COLOR:BM. ICE MIST #2123-70 COLOR:BM. ICE MIST #2123-70 A X € C GRACE WATER&ICE SHIELD. MTL C GRACE WATER&ICE SHIELD. MTL C Q FLASHING AT DRIP EDGE FLASHING AT DRIP EDGE , LL . x ENTRYTOWER TOP PLATE _ _ _ _ ENTRY TOWER TOP PLATE _ _ _ _ _ ENTRY TOWER TOP PLATE ,' 30'-0 1/2"(EL.39.44' 30'-0 1/2"(EL. 39.44') 30'-0 1/2"(EL.39.44' n = o LL , ENTRY TOWER TOP OF BEA % ENTRY TOWER TOP OF BEAM ENTRY TOWER TOP OF BEA r - N �3 3C� 03 30 29'-1"(EL.38.50) ' **.� 29'-1"(EL.38.50') Ir 12 12 29'-1"(EL.38.50) � �v"' pmt ' �6 I - " i-, � -S I '1.. a , BRACKETS(SEE SHEET A4.95 BRACKET(SEE SHEET A4.95 BRACKET(SEE SHEET A4.95 rn N "I I4 FOR ADD'L. INFO.) 4- 0 FOR ADD'L. INFO.) 417U 0 FOR ADD L. INFO.) �'� N N O.H. L o cn Qq = IM y"}, K- IF O.H. 3 O.H. O.H. 3 AILO.H. 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".`. 01 INSIDE 6x6 CEDAR FRAME(TYP.). LOUVER 1 O :;t 0 1 O - Y 9133 RG SKINNER PARKWAY T', SUPPLIER: SUNBURST SHUTTERS z WINDOW W/TRANSOM(ABOVE) Z JACKSONVILLE, FL 32256 I tY 1'0" E 1'0„ \ COLOR: BM. SEA STAR#2123-30 a- a- PH: 904.483.5200 ' # v WOOD PANEL(FIN.BD.)TO OFFSET rn OFFSET I ' I 1"`" ZPOFTAL RECEIVE WOOD SHAKES ZPORLTAL MP&FP si / 7 (TYP.FLANKING WINDOW RECESS) 10 ly t I I II I I III I III I 8 PAINTED-TEXTURED-OR-TUMBLED BRICK REC TION REC PTION MCVEIGH & MANGUM >' O WOOD PANEL(FIN. BD:)BELOW - - - - c - - 2x8 STUD WALL W/R-19 wsuL: ENGINEERING INC. COLOR:` BM SEA PEARL#OC 19 WINDOW(TYP. TOWER) ' s11 [: 2-3 8 RS. M 11 III III I PORTE COCHERE-;PEDESTAL CAP HT. • - 9133 RG SKINNER PARKWAY ID I P 2 3 L ID 1'-7 1/2"(EL. 11 PAINTED-TEXTURED-OR-TUMBLED BRICK JACKSONVILLE, FL 32256 COLOR: BM. SEA PEARL#OC 19 " PH: 904.483.5200 j : L > , NS T MS NS MAIN CLUB HOUSE-1ST FIN. FLR. MAIN CLUB HOUSE-1ST FIN. FLR. MAIN CLUB HOUSE-1ST FIN.FLR. '* U - - - - - - - - - - - - - w 0'-0"(EL.9.40') q,':.: . 0'-0"(EL.9.40') - ELECTRICAL I- ( ) - U2MCVEIGH & MANGUM �L '` ¢ 3 PAINTED-TEXTURED-OR-TUMBLED BRICK11�1111�1111F Z1111M111�oiil�lw�1111Q ENGINEERING, INC. = COLOR:BM. SEA PEARL#OC 19 ) ) 9133 RG SKINNER PARKWAY U TRUCT.F R ADD'L. INFO. STRUCT. R ADD-L. INFO. { t O 11 z 2 0" 2 0° PH: 9040483 5200 L 32256 0 �11 I I . �4 1 : . w ZC I 4 A3.0 A3.0 LANDSCAPE ARCHITECT Q 111 ,, I EUTHENICS STUDIO �, �Fi w 1650 BEACH AVENUE ri,.: , ' . ' z , ATLANTIC BEACH, FL 32233 ��i . BREEZEWAY - BUILDING SECTION 'D-D' LOOKING WEST 1-D TOWER ENTRY - BUILDING SECTION 'D1 -D1 ' LOOKING WEST 2-D2 TO ENTRY - BUILDING SECTION 'D2-D2' LOOKING WEST PH: 904.246.6219 Z D-D w �; F. I I ',, - j �, .= - �1 A3.30 Scale: 1/4" = V-0° A3.30 Scale: 1/4"= V-0" A3.30 Scale: 1/4'" = V-0° REVISION DATE 3 ce 3: p PERMIT SET 12/13/13 a 0 i FFI,R a I Z '� �` e jx. ,� W e ,t I � o WEATHER VAIN BY EJM COPPER INC. �= , (MANUFACTURER TO PROVIDE SHOP DRAWINGS) �,e >_ lel i �`�: l i Z = _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - - - _ _ _ _ �, _ _ _ - -_ _ I( �' z I p � F1 BUILDING RESTRICTION HEIGHT - / - - BUILDING RESTRICTION HEIGHT � - w - - - - 35'-0" - - - 35'-0„ r Q - - - - - - - - - - - A4.80 { I ARCHITECT'S SEAL j U E i - I � Z f Ilei r i HIP ROOF ' - - - - - - - - - - - - - - - - - - HIP ROOF - - - - I- - - I - I � _ _ _ - TOP-QC"IDGE - IOP Ol`RIDGE-�� I ,� l I. " 29'-7 1l2"(EL.39.04') rt 1 - - - 29'-7 1/2"(EL. 39.04') si' ' - - - - - - - - - - - - - - - - - - - - - - - i I 'I{ ' li 's � RIDGE ! �'�I `:II I ' w / I TENNIS/POOL CENTER- I I 'f i z RIDGE HT.J4 1 I I O 12 1 12 '12 -I - - I I 9� I 12� �1 I 26'-5 1/2"(EL.35.85') _ _ FRAMING-5.5"OPEN CELL'SEALECTION 500' _ I _ - - - - - - - - - - - - (SEE PRODUCT BULLETIN)R 21 (MIN.) I >_ _ _ _ _ _ _ _ _ _ _ 1 " I I I IGNITION BARRIER TO BE APPLIED OVER I g 4 12 5 I I SPRAY FOAM. MFG: 'BLAZE LOK'-T.B. (SEE 1 I I cn I - TECH DATA SHEET TYP.)) o A2.20 A2.40 Q I E1 1 D I 3 0 1 12 3 I A4.70 D I 11 I 'I', .I <` KERCISE ROOM- 4 14 I- DP OF RIDGE I . \_ ',, �I o )'-1"(EL.29.60') PRE-ENGINEERED ROOF TRUSSES(BEYOND)Vy/9:12 I I TENNIS/POOL CENTER- r�t I ,` "If �+. III TOP CHORD PITCH(SEE TRUSS DWGS. FOR A D'L• DOR ER LATE 5 ,I I ] I I # w ( - @ 5��) I 19'-3 (EL. 8.65') U SPRAYED ON MANUFOACTURED R OF TRUSSE 5.5" A2.40 CADD DWG. FILE NO. APPLICATION'SEALECTION 500'W/'BLAZE LO T.B.'- I // I / / \� � I I \\ \ I 0 1 / / I (SEE PRODUCT BULLETIN,TYP.W!TRUSSE ) SCALE 4,r I, a ' ' dLU 12 / / \ \ 12 \\` I / / I I �� I I \\ I �'" o I I 12 // // - - I L FRAMINGI(BEYOND) I - - \ \V 12 -� I Q I AS SHOWN N / � - - / 73/4 I 7314 �� - - �\V", --t I DRAWN BY L L:L P I 7 - _F__ - - P OFF PLATOE. I ( I / i / PRE-ENGINEERED SCISS R TRUSSES(BYOND)W/ \ I \ I Fs MZ !.,I, ­� -� / 12:12 TOP CHORD PITCH&9:12 BOTTOM C ORD PITCH F I L`, � I 2'-9"(EL.22.1T) I (SEE TRUSS DWGS.FORA D'L. INFO.)WlSf�RAY FOAM \ I LEGAL DESCRIPTION OL CENTER- 1 � / INSULATION (R-21 @ 5.5")SPRAYE ON � I I =NNIS!POOL CENTER- k g / MANUFACTURED ROOF T USSES. 5.5"ALICATION £4 I � DP OF PLATE. P OF PLATE u,, � z )'-9"(EL.20.14') 1 '-9"(EL.20.15') SEALECTION 500'W/'BL E LOK'-T.B. SE PRODUCT IV I I' i 11 F- VI 1 BULLETIN,TYID.W/TRUSSES) I I �� 11111 11111 11111 Ill Mill r �F IT .. � o O.H. I U ru n II L11 I 11 Ill rs � `i F z i I (L - - - - - - - - - - - - - - - - - W- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z- - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - �"E-N N I� E-NNIS ` o ROOM PROSHOP � COVERED PORCH o 154 160 01 I GRbUP I L PERMIT SET W = � I I FITNESS I PROJECT NUMBER 1 1 18-11- cn " I I OOR T DOO TO DOOR TO c7 - - PORTAL TO l r I TENNIS COURTS t FI D FI D FI D FI D RECEPTIO MEMS WOMEN'S , I t:, # .I 'll. 1 .. z(D LL I I I STRbO ESTRO v v v I '; I " � 'rri I I .` 6DBL. HU 6 DBL.HU I I I i l I , I � _ / // !// I p �� � ., I I I 1! t i , I '� , wL I 1 '� I N I E E N E V V TR iB°' y AIN CLUB HOUSE-1ST FlN. FLR. \ 111111111 I _ ,:f ,,;; " I. � MAIN CLUB H U E 1ST FIN. FLR. 1 I . F I i�l.i. I: ,,,.f,.. , - f 0 EL.9.40 •..... .: ( ) ( ) . . ' I w A I FINISHE GRAD 4nii 111111E41111 111111EH�jjj __= .. 4Ll� ' + _ - - - EL.8.40') ATLANTIC BEACH, FLORIDA lk�411R��Aklllw% 11111 11111 11111: Ill � ACTED FILL �111 011111 r4�I I I I_jjjjj� COMPACTED FILL I AC ILL I .11' RUCT FOR ADD L INF ( EE STRUCT FOR ADD L INF ( EE STRUCT FOR D L INF AllIN O.) 14 s o.> 1 s A o.) I Altdilifig _ _ _ ATLANTIC BEACH I I � I I ", Y M Z I a DEC 1 6 XU13 11 11 COUNTRY CLUB i11 : 6, o 7. uii q j C) V�_­­ I �� I � I I BUILDING SECTION w = F-F CABANA / TENNIS CENTER - BUILDING SECTION 'F-F' LOOKING NORTH E-E CABANA / TENNIS CENTER - BUILDING SECTION 'E-E' LOOKING NORTH 'E-E' U I A3.30 Scale: 1/4"= 1'-0" A3.30 Scale: 1/4" = V-0" 0 0 A3 . 30 1 �F5,F,1. i .. These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection : � �, '�'�"I I; IR I I i.' 'r, � ,"i �F Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and 1�1 , � , ��, . PERMIT SET 12/13/13 I , 1, „' �I composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of 14 �, �"�:"',i,�_ €: I, , these materials can result in substantial criminal and civil liability. # :� 4 I }€ ..,� :£ �,; "� 1 �, S sI -1 L 33d( , B�IOLDING RESTRICTION HEIGHT — SEMCO STANDING SEAM METAL ROOF 1 DQ NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES � s !:,w-= `11 E (COLOR: GALVA LUME PLUS) OVER GRACE WATER & PRIOR TO CONSTRUCTION. SEE GENERAL NOTES t � w �'' ICE SHIELD. MTL FLASHING AT DRIP EDGE 11 5/8" STRUCTURAL PLYWOOD 2 1 MAIN CLUB HOUSE- (SEE STRUCTURAL DRAWINGS) { ( BLE LOUVER FRAME �a �, �' f � TOP OF RIDGE , tt ,'. 30'-4 3/4"(EL. 39.79') — — — �i jv 1 >�� I UILY :C11V 1 V 1 . SEA —���\ I! L I ,r a a — — — — — — — — — — — — — — — -2 4 1 4 �.) w ", , - � ­� I 1. I WAM,O O TRI a co co ,�, CU CO OR : M . I E MI T #21 o � t O 11 %f , � 6NO LLQ 1. `I 11 . ' = M I311 - > C O O O UJM -G Y O 0 O 11 ,h ma= wm�m, 9M�=, 51����� 5m, U j�O r!" t x 3 ` -) (Xp Q X I I 1, A" LL � co r LL 11 ` . '- � e O R, I' `, 1 04., '.l' N 00 1:1 � � N I IU) co (D M � N 7 N 3 I � - 0O (nCq I +' ! I LOUVERED GABLE �I 0 � o I �4 +,. — — — — — — — — — — — — — — — — — — — — — — — — — — - M � � „ CU ai , I �, �l � ARCHITECTURAL CEDAR SHINGLE 59AA �, �� °- I I — 0 �c p 1 , RESAWN & REBUTTED W/ FACTORY FINISH I ' I ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT c IIII ,;a1 t ' '"�:' ,, ) i I I - Ll, L -L —.L L J�� _ 1 1,-. J _ _L I 1 PRE-ENGINEERED TRUSSES W/ 12: TOP CHORD PITCH r- M �N ,; I I LI 11 11 1 SEE ELEVATIONS FOR COURSING PATTERN SEE TRUSS DW S. FOR ADD'L. IN O.) W/SPRAY FO M 0 N `I� 'll` ` �` ,. COLOR : BM. SILVER MARLIN # 2139-5000 Cq ;.1 INSULAT N (R-21 @ 5.5 ) RAYED ON 1J ri MANUFACTURE ROOF TRUSSES. 5.5" APPLICATI rt ti ,� 31 1 � , r� — — —L -- I",�� , Lffl2x4 FURRING94 ,, . .' SEALECTION 50 W/ BLAZE LOK B. (SEE PRODUCT BUL ETIN, TYP. W/ T SSES) ,-�� / SHEATHING ASSEMBLY & WATERPROOF MEASURES 7 , " '' — ----rLL---tj— --fL --1-L ---- N, *CEDAR SHINGLE -RESAWN & REBUTTED WITH FACTORY FINISH �) { -i - - _n 1-i- (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) `I *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE1-1 } 5 R ` 11" L I *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" IL ' 'j , I I I I —­L STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES I1. 'T / T1.� S�� I I 11 I , �a i I 1 1 I I 1 I 1 I/V I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I11 3k �� `� � A �� I �� I U CONSULTANTS ' E' �1,40 ' I I 9 I' H ---i - ,�,. ' _ STRUCTURAL I .. ...... ­t�� �, � 1, —tj , MCVEIGH & MANGUM ENGINEERING, INC. SEMCO STANDING SEAM METAL ROOF 1 9133 RG SKINNER PARKWAY ,F,(" � � (COLOR: GALVA LUME PLUS) OVER GRACE WATER & I JACKSONVILLE, FL 32256 111 ,I ;i �I �11 � ICE SHIELD. MTL FLASHING AT DRIP EDGE PH: 904.483.5200 I I I � , � � � �j � 1 i � , �� , — — — -L — : M P&FP ��I 5/8" STRUCTURAL PLYWOOD 2 I '1114�' I - - - 1. - . . - - . (SEE STRUCTURAL DRAWINGS) MANGUM ENGINEERING, INC. 1 ,r I ,_� tt _ 9133 RG SKINNER PARKWAY 11� �I w JACKSONVILLE, FL 32256 I i r� j 1 4 I , a31 " U I IIIII °�'1' ' , I 11' I ILu NOTE: REFER TO WALL SECTIONS Bl/A4.30 ELECTRICAL & B2/A4.40 FOR ADDITIONAL INFORMATION MCVEIGH & MANGUM al II ' Vi � `,'' 'I I ENGINEERING INC. I' 1 l i' 'Ii I v ON BUILDING MATERIALS £ ~. Of �I ,I I„ ,, h' ;O V „ a 1 l 9133 RG SKINNER PARKWAY I ,„ t ,� i z a �'`'11 , l `I" __ EM O S NDI GSE M M TAL OOF YP. JACKSONVILLE, FL 32256 �£" s' r x o z 12 it"III wCO O R : ALV L U M "P L S" S EAT AC H DCH RT PH: 904.483.520° ,x .-'I U- 7 LANDSCAPE ARCHITECT L�­ ` "`�` ", '' j " � 0 / EUTHENICS STUDIO J I -i t ~ 1650 BEACH AVENUE 11 L ,�d f Z MAw CLUB HousE- ATLANTIC BEACH FL 32233 F I I � I I I I I I I I — — — — — — TOP OF PLATE @DINING HALL I I I - O 14'-0"(EL.23.40') �. `¢ J ,-` !` U PH: 904.246.6219 s w �,, 1 1 I I L.- 1 It y r REVISION DATE I MAIN CLUB HOUSE-TOP OF PLATE _' • @LOUNGE/GABLES/KITCHEN/R.R O 12'-10 1/4"(EL.22.25') PERMIT SET 12/13/13 I", , , -1� " "­ , I . 1, t�'Ll I , ] EE � -- I � o , a. I I I' Z CROWN MOULD PROFILE (S&S CRAFTSMAN INC. 800-992-WOOD) 3 1, a CATALOG #3453 3/4 X 3-1/2 OVER 1 X 6 FACIA AZEK -OR- ` �'"� " ` 1`I) " > EQUAL SYNTHETIC PRODUCT ALTERNATE - WOOD 4 5/8" GYP. BOARD TYP. �qL �, ' '1 ' > V H ( ) I'�'� `` .i a —j— COLOR : BM. ICE MIST #2123-70 I° ,11, ( I 111 } , � � m 2-2x6 TOP PLATE (SEE STRUC T. �.� 1�, iI _ w . -Ll -EL -_n -U- --j- ---1 - - --1 L -Ifl- 1-�- HARDIESOFFIT - NON VENTED SMOOTH 3 FOR ADD-L. INFO.) ,ki a, Iry1.l 1 3£. �� ,1 , �r I °C COLOR : BM. ICE MIST #2123-70 11 I;t z ' o a 't z AiLL II Ij' I ' ; �I I`. I I ,ji ` atLLL 1 L RAI BED MOULD PROFILE � i . (S&S- CATALOG #400) 1-3/16" X 5- 3/4" . 5 III ' "� II � � I� �I ; - — — — — — — — — — — tj— ji ' 1 ` '„ III (� L u I I I h ( �J LI �J �I I I (� AZ K -OR- EQUAL SYNTHETIC PRODUCT — ARCHITECTS SEAL I� "I�" i II FI` IIS . ALTERNATE - WOOD / HEADER (SEE STRUCT. FORADD'L. INFO.) e` ^ 1r.{4 311{" i d I �^ III O ■ '1---r 2 X 12 FREIZE BOARD 3 I I 2-2x6 TOP PL 1 ' 1�1a . � ¢� ` a % , w -LU —i—I -i SYNTHETIC LUMBER OR FINISH LUMBER I ' ,, i1 £ IL 1 I — — — — — — — — — — — — — — — — I — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — -- — — 1 , I I I t, 1i�A3 i , , i l o iNi „ , ARCHITECTURAL CEDAR SHINGLE 5 � Z 111'1 ��' '�1'` . , oH RESAWN & REBUTTED W/ FACTORY FINISH ♦ I Z I, a I'' ;1�� i , 00 ` , . LJfLLUL ALTERNATE- HARDIESHINGLE STRAIGHT CUT w WOMEN g I I..," I � 1, (n —iE— —1 - - --- - I SEE ELEVATIONS FOR COURSING PATTERN 1I,,,_,.-- z LOCKERS I o iL COLOR : BM. SILVER MARLIN # 2139-50 A .20 130 'L i ., ° I I I I I I I I I II III I 11 I I II III II I I I II 11 III I I I I I 1 1 1 1 1 1 III I 1 1 1 1 1 1 III II I I I ISI_ II I I I I I I I I I 2 X 6 WINDOW (OR DOOR ) HEAD 3 2 - -j "AZEK" SYNTHETIC PRODUCT -OR- EQUAL . ` --i ALTERNATE - WOOD PT KDT 2 PTD A6.20 t� 2x6 SILL PLA E F R RECESS FRRAMEWORK SEE DETAIL SHEET A X.00 FOR ADDITIONAL — L__--- I \ I INFORMATIONCOLOR : BMU --HL -- . ICE MIST #2123-70 ( 12-2x8 OPENI G BUCK TYP. CADD DWG. FILE No. 11 � N A6.20 ,� F-*x 3 g z O O t „S �` Z'$ i4 ,p�' LL 7. £ Wilj— -1iL —LLi— FIXED LOUVERED SHUTTER OVER 5/8" STRUCTURAL ALL PRODUCTS TO I o � SCALE o APPLIED ACCORDING TO MFG. GUIDELINES ' 2 � I � I I .1 — --Li— — -- - - -IL- -At---tLiL --- F ` 00 AS SHOWN 1, 11 It , ­ � D -L - 1 'L " 1 I .I \ L:' ,!! `I -11 } —Lu r = 1/2" GYP. BD. DRAWN BY�,:,. t H 1 � 4 X 4 CHAMFERED SILL 3 sMz -4i I,�i�I, ,��;""'7 �-;' " x 1 1 1 " 1 " ' ' " " ' ' ' ' " ' " " " ' I ' " 1 " " ' " ' ' " " ' " " 1 1 11 I I I " " " 1 1 1 1 " 1 1 1 1 I I I I 1 " I I I I " I I LAMINATED SYNTHETIC LUMBER OR FINISH LUMBER / LEGAL DESCRIPTION �4A 7p 1.1 4£, 'fir , 1 t 1 S U T R S 1 ' 1. „ �': z SHEATHING ASSEMBLY & WATERPROOF MEASURES 7 9 r1.11 A I E� I *CEDAR SHINGLE -RESAWN & REBUTTED WITH FACTORY FINISH U O � (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS 4" CONC. SL B / FIBERMEy8H @ 1.5 11 . I R I # 1 9 *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE °' LBS./CU.YD. F ONCRE E OR 6x6 W1.4xW .4 PROJECT PHASE 1 Z *FLUID APPLIED MEMBRANE EXOAIRE 230 BY VULKEM OVER 5/8" N.I Z 11 ( ) WWF ON 6 M L V POR B�RRIER ON PERMIT SET ' "Ll STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES PREPARED RADE / PROJECT NUMBER ji 3 1 =2 PAINTED - TEXTURED -OR- TUMBLED BRICK 8 , ,'-r!, .? w I 11 I'll i F18-11-_ 11t} t' _ — — — MAIN CLUB HOUSE-1ST FIN.FLR. _ � i � H --1 l--1 H � _ru� � � i - — — — — 0'-0" EL-9.40= a, ° a/ I I . ° . . a 4 `t. -' `` , _ FINISHED GRA E (S�E CI�/IL aa. a . s� _ k t °i i..a t , , ^ja , 1 .,"9r P C1 a a .d. . 4 a 4 d - i DWGS. FOR ADD'L. INFO.) —� A . . . .d. a W ° L NEW CONSTRUCTION .' , , / ✓- d / / / r i ,, ! f fi ! r , / d F` v' /� i/ /� ,. F / i i d I /' i' , F' i / /� .1' a i % i i J / e�.` 'i / fii s % fi j/" i' �i f Ao fis°". U / ,' ,Z 11 " " L - L �- -, `i' i �, i 'f`` ]ITI ` fi r rr , ; r'�, La , , y - _ f , , ,fi', 3 ATLANTIC BEACH, FLORIDA ... U �� � � I I I I I IT] � � ' 1 g ( F 'L. INFO.) 7 �� ATLANTIC BEACH Q "It` 0 8 PAINTED - TEXTURED -OR- TUMBL I COUNTRY CLUB 11 ,�. f M ,# U ` ' t � �' COLOR : BM . SEA PEARL #OC 19 . � ?, 1 Q - I FF ----- - --ill - WALL SECTION , o DEC 1 6 2913 ' ' Al WALL SECTION 'A1 ' 'A1 ' ?` _ Al PARTIAL ELEVATION Al ,; ':'(�Y.O­K��', A4.10 Scale: 3/4"= 1'-0" A4.10 _ 11.1 I I Scale: 3/4' — V-0" I O ( ' U "I I' PERMIT SET 12/13/13 ,1. la ""` � 1, It �� ti_ These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A4 . 1 0 �� t ,4 I `I ,i Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and I !, '' n Ij' composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of ' �" " '1; s � U these materials can result in substantial criminal and civil liability. t ., E £ l 1 .. �1 kti `. ;t .._.... - .A .:._ ,...v..,., ...., , < r. .. t 11 11. I 1.x,.1 1 i.11. . .�.I ! ..I...I1 til i k 11 1 11 I III 1011;i1 .. t. , ! "I' _ ._.�� — ___ _,_. ..-,. .,. <I. ,- �_ �L �— li :I-�, u 1 � d1 1,_�_�JI,1Li 1 1 .: s _ BUILDING RESTRICTION HEIGHT 35'-0" SEMCO STANDING SEAM METAL ROOF D c T 0 S R n SCREEPG CIEs r „ (COLOR: GALVA LUME PLUS) OVER GRACE WATER & I d PRIOR TO CO TRU N. S E NOTES ICE SHIELD. MTL FLASHING AT DRIP EDGE 5/8" STRUCTURAL PLYWOOD (SEE STRUCTURAL DRAWINGS) MAINCLUBHOUSE- t t ;; O RIDGE t 30'-4 3/4""(EL. 39.79') NV t I } Cfl LoO x N M O N M 1 (Up O cu 00 0 r LLO O LO _ opy 9p SF z. o4 O M N N > C O :' 1O 0 o M 1 U rn ru r , N a X (0 t _ O LL ft: OV 0 N 4 O N N LOUVERED GABLELL o � LO C/) (0 O LL 0,) U f M _� N ARCHITECTURAL CEDAR SHINGLE U RESAWN & REBUTTED W/ FACTORY FINISH ao r ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS FOR COURSING PATTERN I I I I I L I I �I I LI I N � COLOR : BM. SILVER MARLIN # 2139-50 ` o N SHEATHING ASSEMBLY & WATERPROOF MEASURES v 1 ' r Tapir s r I",F .1. EDAR SHINGLE -RESAWN & REBUTTED WITH FACTORY FINISH I TIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) ir h CREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUI PLIED MEMBRANE (EXOAIRE 230 BY VULKEM } OVER 5/8" It t STRUC L ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES i I I I T I I I ( I I I It u ii ii u ii ii u u i u u ii u u ilii — u ii u ii u i uii f CONSULTANTS STRUCTURAL t I, I , i,r I ai ' ``Illdli�l' UIL MCVEIGH & MANGUM I ENGINEERING, INC. II ` `` 9133 RG SKINNER PARKWAY , JACKSONVILLE, FL 32256 iIt1 , ,i I PH: 904.483.5200 r }( � � I I , { MEZZANINE MP FP jg MCVEIGH & MANGUM gniENGI.NEERING, INC. t F° I If d — {{ 11 F 9133 RG SKINNER PARKWAY .< Uj JACKSONVILLE, FL 32256 , ' t FIBERGLASS REINFORCED PLASTICT (FRP). SELECTED PH: 904.483.5200 w NOTE RE ER TO WA LS W MANUFACTURER TO PROVED SHOP DRAWINGS (ACCEPTABLE s ELECTRICAL .40 FOR ADDI ION MANUFACTUERER: ARCHITECTURAL FIBERGLASS CORP. PH#: MCVEIGH & MANGUM ON B LDI G MATERIALS 800-439-2000, 1395 MARCONI BLVD. COPIAGUE, NY 11726-2814 a SEE STRUCT. FOR ADD'L. INFO. ENGINEERING, INC. OR EQUAL. 9133 RG SKINNER PARKWAY ° ROOF SCUTTLE COLOR : BM. SEA STAR # 2123-30 JACKSONVILLE, FL 32256 Z I I PH: 904.483.5200 LANDSCAPE ARCHITECT 4 SEE STRUCT. FOR ADD L. INFO. EUTHENICS STUDIO LU O 1650 BEACH AVENUE d y a} < Z Z — — — — o x II 1 I PH: 904.246.6219 ' r Z w F- I — REVISION DATE MAIN CLUB HOUSE-TOP OF PLATE LOUNGE/GABLES!KITCHEN/R.R. O — 12'-10 114"(EL.22.25) PERMIT SET 12/13/13 I ri 7-1 0 1 3 CROWN MOULD PROFILE (S&S CRAFTSMAN INC. 800-992-WOOD) W 1 CATALOG #3453 3/4" X 3-1/2" OVER 1 X 6 FACIA AZEK -OR- � O 1 EQUAL SYNTHETIC PRODUCT ALTERNATE - WOOD Z Q I 1 COLOR : BM. ICE MIST #2123-70 1- 0C 1 1 3 HARDIESOFFIT - NON VENTED SMOOTH ifL _t __1Ld re 1 1 COLOR : BM. ICE MIST #2123-70 LL 2 ! } 1 Z —JEL ___iL Z 5 BED MOULD PROFILE ° w (S&S CATALOG #400) 1-3/16" X 5- 3/4" AZEK -OR-`'QUAL SYNTHETIC PRODUCT - - ARCHITECT'S SEAL Z ALTERNATE - WOOD ° HEADER (SEE STRUCT. FOR ADD-L. INFO.) w ° 1 3 2 X 12 FREIZE BOARD 2-2x6 TOP PLATE FOR RECESS I SYNTHETIC LUMBER OR FINISH LUMBER — — — — — — — — — — — — — — — — — — — — — — — — � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - w ° 5 ARCHITECTURAL CEDAR SHINGLE � d o RESAWN & REBUTTED W/ FACTORY FINISH 12 IM. ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT g KITCHEN ° 5/8" GYP. BOARD (TYP.) .21 SEE ELEVATIONS FOR COURSING PATTERN LL COLOR : BM. SILVER MARLIN # 2139-50 11 3 2 X 6 WINDOW (OR DOOR ) HEAD i I ' i °° o "AZEK" SYNTHETIC PRODUCT -OR- EQUAL A6.21 ALTERNATE - WOOD PT KDT 2 PTD - U 11 J SEE DEATIAL SHEET A X.00 FOR ADDITIONAL CADD DWG. FILE NO. o ° 1/2 GYP. BD. W INFORMATIONCOLOR : BM. ICE MIST #2123-70 ° 0 BEER I W - z - FIXED LOUVERED SHUTTER OVER 5/8" STRUCTURAL ALL PRODUCTS TO SCALE }` COOLER FREEZER o - b o 0o c o APPLIED ACCORDING TO MFG. GUIDELINES Uj ° 1 46 ¢ 10 IM. Fs SHOWN 1 114A W w _ A6.21 DRAWN BY " z 3 4 X 4 CHAMFERED SILL — _ _ _ [SM Z LAMINATED SYNTHETIC LUMBER OR FINISH LUMBER u u u u u LEGAL DESCRIPTION a O 2-2x6 SILL. PLATE FOR RECESS FRAMEWORK SHEATHING ASSEMBLY & WATERPROOF MEASURES 2-2x8 OPENING BUCK (TYP.) LL CEDAR SHINGLE -RESAWN & REBUTTED WITH FACTORY FINISH L ° 4" CONC. SLAB W/ FIBERMESH @ 1.5 (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) O } L M1 k +`'`'< a *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE LBS./CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 , PROJECT PHASE 4' rl WWF ON 6 MIL VAPOR BARRIER ON �� *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" PERMIT SET l o — STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES I PREPARED GRADE , > o 2 PROJECT NUMBER II Gt w 8 PAINTED - TEXTURED -OR- TUMBLED BRICK w 18-11- J_i t � � � I � AIN CLUB HOUSE-1ST FIN.FLR. 0'0"�EL.9.40') 4 da a . a FINI HED RADE (SEE CIVIL DWGS. .I• a FOR HANDICAP TRANSITION AREAS) NEW CONSTRUCTION w 4411 TFIT Iffu I Ill MIT--------------TUF TFFIF {r ,. w_ I ATLANTIC BEACH FLORIDA ( NI r tt Q -T� ATLANTIC BEACH D I -OR- TUMBLED BRICK COUNTRY CLUB t .M xf 6 , .i .. . o F7 ARL #OC 19 WALL SECTION DEC 7 6 20131 0 WALL SECTION A2 AZ PARTIAL ELEVATION 1A21 �, A2 ¢ S Scale: 3/4"= 1 0 Scale: 3/4"= V-10" .t O These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A4 . 2u ,? Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of PERMIT SET 12/13/13 III these materials can result in substantial criminal and civil liability. t '.�I.- l :ISI`I 'III I. I it,,{s ll.•III ..�: fVl"0,I...!L—_7 JJL� __— J.L -:_— .._....,.._._ ,..-. 1...._-,__].._ . ':.. .... ,: °_ :-`.r,- . •. _1 I..t'.. { I I .. _— __—_ _i .. .. _.. ,.1_ ... - ... - .. _., ... . ,.__�' _—.-J���J �-.. JI , I I S tj BUILDING RESTRICTION HEIGHT — " ; I 35'4° DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES , 11 .F I 1 i � MAIN CLUB HOUSE- + TOP OF RIDGE h _ 30'4 3/4" (EL.39.79') 3 I.' { h t alp 61� FRAMING - 5.5" OPEN CELL 'SEALECTION 500' N o N l ORMEF! N 4 ; (SEE PRODUCT BULLETIN) R-21 (MIN.) IGNITION � �, BARRIER TO BE APPLIED OVER SPRAY FOAM. MFG: o 'BLAZE LOK'-T.B. (SEE TECH DATA SHEET, TYP.) ,° 00 o C) kI i sl �. ; N M ill + u = a� N i I 5/8 STRUCTURAL PLYWOOD 1 > s o ' I,i li �fi I , i c o .. ch t z f?� tl I�q ua '* t v7 jLj' �' t ' (SEE STRUCTURAL DRAWINGS) ° I,�,� I � �4z1, SEMCO STANDING SEAM METAL ROOF 2 LLCUU, LL (COLOR: GALVA LUME PLUS) OVER GRACE WATER & rl 4 12 N ICE SHIELD. MTL FLASHING AT DRIP EDGE gj*i'2 200 a• , , {, U) co a) C? : A6.21 � N 04 � N C:, (n CO MAIN CLUB HOUSE- U �O �4 TOP OF PLATE DORMERS �C60) 9 , ivi - — — — — — 24'-11 3/4"(EL.34.38') s - c° oINC. 3 CROWN MOULD PROFILE (S&S CRAFTSMAN U l800-992-WOOD) CATALOG #3453 3/4" X3-1/2" a0 cu OVER 1 X 6 FACIA AZEK -OR- EQUAL SYNTHETIC I I N - PRODUCT ALTERNATE WOOD i i o CN „ � N 12 COLOR : BM. ICE MIST #2123-70 2 X 6 WINDOW HEAD "AZEK" SYNTHETIC 3 12 - - - - - - , PRODUCT -OR- EQUAL ALTERNATE - WOOD PT KDT 2 PTD (SEE DETAIL SHEET A X.00 FOR ADDITIONAL INFORMATION). i COLOR : BM. ICE MIST #2123-70 i �( .. I I,SSI, DORMER / CLERESTORY WINDOW ; r � l (SEE E fAMF(@ElW _ t COLOR : BM. ICE MIST #2123-70 ANDERSEN "A" SERIES DOUBLE HUNG WINDOW 6 �� I /�Iz / - - - - -- - - - CONSULTANTS I 4 X 4 CHAMFERED SILL 3 - i/ �/ i� ice/ i ♦` - - - - - y STRUCTURAL LAMINATED SYNTHETIC LUMBER OR FINISH MCVEIGH & MANGUM LUMBE I�/ / P -ENGINEEREE ENGINEERING, INC. k _ COLOR : BM. ICE MIST #212340 I I 12:12 TOP HORD 9133 RG SKINNER PARKWAY I SEE TRUS DWG JACKSONVILLE, FL 32256 2 INSULATIO (R-21 PH: 904.483.5200 - -�- i MANUFACTURED I MP&FP , 1 �/i i 'SEALECTI N 500' MCVEIGH & MANGUM r ,;, , - - - - , i BULLETIN, TYP. W ENGINEERING, INC. 9133 RG SKINNER PARKWAY / JACKSONVILLE, FL 32256 SYNTHETIC ` '''a PH: 904.483.5200 A2.10 ELECTRICAL I; MCVEIGH & MANGUM SEMCO STANDING SEAM METAL ROOF 1 12 �f a z (COLOR: GALVA LUME PLUS) OVER GRACE WATER & ENGINEERING, INC i � ICE SHIELD. MTL FLASHING AT DRIP EDGE 9133 RG SKINNER PARKWAY I I I Y JACKSONVILLE, FL 32256 i!= Z PH: 904.483.5200 I 1 5/8" STRUCTURAL PLYWOOD 2 _ ' (SEE STRUCTURAL DRAWINGS) ® N Q LANDSCAPE ARCHITECT a o Z MAIN CLUB HOUSE- / L1_I :EUTHENICS STUDIO p 140-0"0PLATE ATE @ DINING HALL — -- 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 U 3 P.T. 1x6 BIRDBOARD PH: 904.246.6219 K Z LLI 6 .Y. P. RAFT .-R COLOR : BM. ICE MIST #2123-70 1 MAIN CLUB HOUSE-TOP OF PLATE 12 _ _ _ _ _ _ -SPRAY FOAM INSULATION R-21 5.5" @LOUNGE/GABLES/KITCHEN R.R. SPRAYED ON MANUFACTURED ROOF REVISION DATE - ,5112'-10 1/4"(EL.22.25') o f TO AN U . R F TRUS 4 �� " P.T. 1x2 COLOR : BM. I I - - - .- TRU�SE�` '� APPPPPLICA�IO�SEAL�CSLO� - - - - - - - - _ - - - - - - - - - - - - - - - - PERMIT SET 12/13/13 0- MIST #2123-70 - 500' W/ 'BLAZE LOK'-T.B. (SEE PRODUCT a _ I I 4x10 DECORATIVE C MIS #212 _ — MAIN CLUB HOUSE-TOP OF PLATE @ STORAG 110 — I BULLETIN, TYP. W/ TRUSSES) NON-STRUCTURAL TRUSS BEYOND Z 12-2 (EL. DRIP EDGE I I (BEYOND) Q / MAIN CLUB HOUSE-TOP OF PLATE @ OFFICES - - - - _ 1 I 6x6 DECORATIVE 3-PIECE g 11'-5 1/4"(EL.20.83') z P.T. 2x3 FASCIA (TYP.)COLO BRACKET (BEYOND) m : BM. ICE MIST #2123-70 ' oLl Ll H I � I i CROWN MOULD PROFILE (S&S CRAFTSMAN INC. 800-992-WOOD) 3 I I I I / ° 1 CATALOG #3453 3/4" X 3-1/2" OVER 1 X 6 FACIA AZEK -OR- EQUAL SYNTHETIC PRODUCT I I a ALTERNATE - WOOD I L H T COL R : BM. I EMI T 2 2 -7 2 I I I WALL LOCATION @ x= o O C S # 1 3 0 OVE A I I LOUNGE AREA 106 w v ( �� i 1/2" GYP. BD. I I 2x6 WOOD STUD W/ ARCHITECT'S SEAL j HARDIESOFFIT - NON VENTED SMOOTH _ ` 1/2" GYP. BD. (EACH SIDE) 'I ` COLOR : BM. ICE MIST #2123-70 WALL LO ATIO� @ o I STORAG 110 Lu BED MOULD PROFILE 3 I I _ - - - - - - - - - - - - - - - - - - - - - - - - - - - 4S&S'aCATALQ�#�4Q0"--3/1 1 - - - - - - I I 2x8bP NING BUCK I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I I - - - - - - - - - - - - - - - - - - - - - - - - - - _ AZEK -OR- EQUAL SYNTHETIC PRODUCT ALTERNATE - WOOD rI I 0 I I I z 0 2 X 12 FREIZE BOARD SYNTHETIC LUMBER OR FINISH LUMBER 3 iZ g ASST. �NGR. OFF. GALLERY � DINING HALL Ai ARCHITECTURAL CEDAR SHINGLE 5 3a RESAWN REBUTTED W/ FACTORY FINISH A 20 I Z 106 104 U) 119 I o ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT I I w I I m SEE ELEVATIONS FOR COURSING PATTERN I y V I I COLOR : BM. SILVER MARLIN # 2139-50 I ( Z I D I I F I w 2 X 6 WINDOW (OR DOOR ) HEAD 3 I CARD DWG. FILE NO. o AZEK SYNTHETIC PRODUCT -OR- EQUAL 2 I LL I ' ALTERNATE - WOOD PT KDT 2 PTD A6.20 I I I SEE DETAIL SHEET A X.00 FOR ADDITIONAL INFORMATION COLOR : BM. ICE MIST #2123-70I I o WLL SCALE I I ' AS SHOWN I � w W I I :R Lu = I I DRAWN BY n n ANDERSEN A SERIES DOUBLE HUNG WINDOW 6 I L SMZ jr LII — ♦ I I F 4 X 4 CHAMFERED SILL 3 1 I ♦ I I LEGAL DESCRIPTION 0LAMINATED SYNTHETIC LUMBER OR FINISH LUMBER I A6. I I I I I ISHEATHING ASSEMBLY & WATERPROOF MEASURES 7 2x8 OPENING BUCK (TYP.) I *CEDAR SHINGLE -RESAWN & REBUT-FED WITH FACTORY FINISH I I I I I I I I (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) I I PROJECT PHASE ` I ° 1 *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE 4" CION SLA W/ FIBERME.SH @11.5 *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY ♦ _.. I LBSI/CU YD. OF CONCRETEIOR 6k W1.4xW1.4 PERMIT SET > WWF O 6 MI VAPOR BARF�IER N W VULKEM ) OVER 5/8" STRUCTURAL PROJECT NUMBER CnI PREIPA ED GRADE C.O. ���� ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES I 18-11-_ 4I MAIN CLUB HOUSE-13T FIN.FLR. I I – — — — — I 0'-0-(EL.9.40') 4 m v. d a a v d a v 4. a v' c� PAINTED - TEXTURED -OR- TUMBLED BRICK 8 4 a a a. A a4 I a. 4 v a a 14 I a' NEW CONSTRUCTION Uj - - - 4. 4. C "z , ,`, ;�, f, . I D FLd ILL ATLANTIC BEACH, FLORIDA ' ATLANTIC BEACH Ne Z COUNTRY CLUB R FINISH LUMBER, S 4 WALL SECTION N B1 PARTIAL ELEVATION 'B1 ' B1 WALL SECTION 'B1 ' � � �c� � �3 1131 ' �.,.. -0,A30 Scale: 3/4"= 1' Scale: 3/4" 1 -0" o U = These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A4 . 30Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement andPERMIT SET . 12/13/13 H' composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. k i 4 BUILDING RESTRICTION HEIGHT — — 35'-°" DO NOT MEASURE DRAWINGS { NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES a PRIOR TO CONSTRUCTION. SEE GENERAL NOTES I t k I it t - t4 MAIN CLUB HOUSE- ' . TOP OF RIDGE 30-4 3/4" (EL.39.79') FRAMING - 5.5" OPEN CELL 'SEALEGTION1500' N 0) N I (SEE PRODUCT BULLETIN) R-21 (MIN.) IGNITION co co � C BARRIER TO BE APPLIED OVER SPRAY FOAM. MFG: `° LO 0 BLAZE LOK-T.B. (SEE TECH DATA SHEE , TYP.) ° o LO co CD 1 /8" STRUCTURAL PLYWOOD > o M (SEE STRUCTURAL DRAWINGS) i i I x Q O c o Il 2 SEMCO STANDING SEAM METAL ROOF LL ' h 12 6 COLOR: GALVA LUME PLUS) OVER GRACE WATER & I -. ' Q 3 ICE SHIELD. MTL FLASHING AT DRIP EDGE s��: Ld A6.11 '� = ao o M I cn ao � I I t I a �� U C• MAIN CLUB HOUSE- I U O TOP OF PLATE DORMERS Y O a — — — — - — — — — — — — — — — — — 24'-11 3!4"(EL.34.38') — — — — — — O Q N U \ \ 1 3 CROWN MOULD PROFILE (S&S CRAFTSMAN INC. �' T o \ \ 800-992-WOOD) CATALOG #3453 3/4" X 3-1/2" 0-O \ I I \ \ I I OVER 1 X 6 FACIA AZEK -OR- EQUAL SYNTHETIC 5/8" GYP. BD\(TYP. @ CEILING) 1 1 I N U \ \ 4 PRODUCT ALTERNATE - WOOD o N \ I \\ \\ 12AlI COLOR : BM. ICE MIST #2123-70 — — — — — —� \ 12 3 2 X 6 WINDOW HEAD "AZEK" SYNTHETIC \\ \\ PRODUCT -OR- EQUAL ALTERNATE - WOOD PT — — — — — — \ = KDT 2 PTD (SEE DETAIL SHEET A X.00 FOR \ \\ — - \ \ _ ADDITIONAL INFORMATION). \ I \ \ qp w ) coo COLOR : BM. ICE MIST #2123-70 3 2x4 TRIM (BEYOND) \ \ COLOR : BM. ICE MIST #2123-70 ANDERSEN "A" SERIES DOUBLE HUNG WINDOW \ \ \ W CONSULTANTS 3 4 X 4 CHAMFERED SILL STRUCTURAL LAMINATED SYNTHETIC LUMBER OR FINISH MCVEIGH & MANGUM I PRE-ENGINEERED SCI OR RUSS S ( EYOND / �� ('UMBER 5 ENGINEERING, INC. J, 1h 12:12 TOP CHORD PITC & 9: BOTTO CHORD PITC �j Q OLOR : BM. ICE MIST #2123-70 9133 RG SKINNER PARKWAY (SEE TRUSS DWGS. F R A 'L. INFO.) W/S RAY FOAM I JACKSONVILLE, FL 32256 I INS ATI N (R-21 @ 5. ") S RAYED ON \ �I\ I a- I 2 PH: 904.483.5200 I 1C MANUFACTURE RO TRUSSES. 5 5" A PLICATION MP&FP 'SEALECTION 0' 'BLAZE LOK'-T.B. (SE PRODUCT v 0 I MCVEIGH & MANGUM I I BULLETIN, T P. / TRUSSES) 1-- ENGINEERING, INC. 9133 RG SKINNER PARKWAY I ' I4 w 3 JACKSONVILLE, FL 32256 I` wi , • ! A2.30 PH: 904.483.5200 0 ELECTRICAL 12 1 5/8 STRUCTURAL PLYWOOD MCVEIGH & MANGUM z (SEE STRUCTURAL DRAWINGS) ENGINEERING, INC. 9133 RG SKINNER PARKWAY I � � "' 'a I � '° '` Y 12 2 SEMCO STANDING SEAM METAL ROOF JACKSONVILLE, FL 32256 k ! z PH: 904.483.5200 4 (COLOR: GALVA LUME PLUS) OVER GRACE WATER & LANDSCAPE ARCHITECT o ICE SHIELD. MTL FLASHING AT DRIP EDGE Lu MAIN CLUB HOUSE- I 650 BEAEUTHECIHCAVENUEDIO -- - -- - -- - - - - - - - - - - - - - -- - ATLANTIC BEACH, FL 32233 z TOP OF PLATE DINING HALL — - O 14'4-(EL.23.40') Z MAIN CLUB HOUSE- PH: 904.246.6219 SPRAY FOAM INSULATION (R-21 @ 5.5") - — — — — — — TOP OF PLAT;@�3I4I (EL.LOGGIANG 22 88') ' SPRAYED ON MANUFACTURED ROOF REVISION DATE o TRUSSES. 5.5" APPLICATION 'SEALECTION I PERMIT SET 12/13/13 ,.` IL 500' W/ 'BLAZE LOK'-T.B. (SEE PRODUCT 3 CROWN MOULD PROFILE (S&S CRAFTSMAN INC. r BULLETIN, TYP. W/ TRUSSES) 800-992-WOOD) CATALOG #3453 3/4" X 3-1/2' OVER 1 z X 6 FACIA AZEK -OR- EQUAL SYNTHETIC PRODUCT W V-4 ALTERNATE - WOOD VERH N COLOR : BM. ICE MIST #2123-70 z } r , 0 4 HARDIESOFFIT - NON VENTED SMOOTH COLOR : BM. ICE MIST #2123-70 ' o -3/16" X Z 3 BED MOULD PROFILE (S&S CATALOG #400) 1 a 1 z 5- 3/4" } o _ AZEK -OR- EQUAL SYNTHETIC PRODUCT ALTERNATEI_ � Q ° 2x6 WOOD STUD W/ 1/2" GYP. 1313. -WOOD PERGOLA BEAM HT. (IuII uIuI IIuuIuIIuu IuIuIuu ARCHITECT'S SEAL I GYP. BD. (EACH SIDE) '-2"(EL.18.58')1/2COLOR : BM. ICE MIST #2123-70 _ I i 3 2 X 12 FREIZE BOARD SYNTHETIC LUMBER OR FINISH F LUMBER _ _ _ _ _ W COLOR : BM. ICE MIST #2123-70 _ A6.20 r, O } o �� _ _ 5 ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED W/ FACTORY FINISH g DINING HALL Il � F LOGGIA ALTERNATE- " HARDIESHINGLE STRAIGHT CUT D , 0 119 116 SEE ELEVATIONS FOR COURSING PATTERN � z COLOR : BM. SILVER MARLIN # 2139-50 3 SHEATHING ASSEMBLY & WATERPROOF MEASURESQ 11 W CEDAR SHINGLE -RESAWN & REBUTTED WITH W = A6.20 FACTORY FINISH (OPITIONAL- HARDIESHINGLE - CADD DWG. FILE NO. o STRAIGHT EDGE PANELS) ` 0 z z *RAINSCREEN "HOME SLICKER" BY BENJAMIN o w o w OBDYKE SCALE o 0o p p FLUID APPLIED MEMBRANE (EXOAIRE 230 BY AS SHOWN ` w w VULKEM ) OVER 3/4" STRUCTURAL m _ = ALL PRODUCTS TO APPLIED ACCORDING TO MFG. / DRAWN BY GUIDELINES SMz LEGAL DESCRIPTION O 4" CONC. SLAB W/ FIBERMESH @ 1.5 ANDERSEN DOOR �! LB ./CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 6 U_ WWF ON 6 MIL VAPOR BARRIER ON Q PREPARED GRADE o �� — �� 4" CONC. SLAB W/ FIBERMESH @ PROJECT PHASE o 10 1.5 LBS./CU.YD. OF CONCRETE OR PERMIT SET 6x6 W1.4xW1.4 WWF ON 6 MIL FINISHED GRADE (SEE CIVIL FIXED SPE BLE FIX[ of 1 A6.2O PROJECT NUMBER ;� �.�. 6080 1 1 VAPOR BARRIER ON PREPARED FOR HANDICAP TRANSITION 18-11 C, GRADE MAIN CLUB HOUSE 1ST FIN.FLR. � { JA _ c a d 0'0"(EL.9.40.') ° 21 d . KDININGLOGGIADEC d d' (-)0'-2"(EL.T.B.D) ,g ! I � d .. aa a dQ .� d' E CONSTRUCTION w } (Y I 4 0 .d T! O . 0 9' I r i z a ATLANTIC BEACH, FLORIDA I U a O O d e. F t. Q Q ATLANTIC BEACH YCOUNTRY CLUB a _ r -- Q DEC 16 2013 o r 4LL�z WALL SECTION N B2 B2 PARTIAL ELEVATION 82 B2 _ ;I z WALL SECTION 'B2' 0 A4.40 } a Scale: 3/4" = V-0" A4.ao Scale: 3/4" = 1'-0" O These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A4 .40 Act of 1990. The co ht rotections a I to the overall form of the structures, the arran ement andPYr•9 P PP Y 9 '� � � composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of PERMIT SET<" these materials can result in substantial criminal and civil liability. t �_ '+ 1,I at t *y y, - . . --- . -. - ._ -. - .. ... -- 4Y L h °s.. - - — — — _�� — — — — — — — (S&S CATALOG #400 1-3/16" X 5 /4" — — — — — — — - - - - AZEK -OR- EQUAL SYNTHETIC PRODUCT ALTERNATE - WOOD OT M WINGS I 3 P.T. 1x6 BIRDBOARD NO CT OF ANY ALL DIS CIES F 2 X 12 FREIZE BOARD SYNTHETIC LUMBER OR FINISH LUMBER 3 COLOR : BM. ICE MIST #2123-70 P 0 CONSTRU NOTES �- 12 I � � �9 ' " '' ., i ' I 2 X 6 WINDOW (OR DOOR ) HEAD 3 5 [:�:� �- �^� ` i +�,: I ' "AZEK" SYNTHETIC PRODUCT -OR- EQUAL s "I , �I I 'I ALTERNATE - WOOD PT KDT 2 PTD P Ij l tl j,!"` f V ,[' .,,i _ — — — — — — SEE DEATIAL SHEET A X.00 FOR ADDITIONAL INFORMATIONCOLOR : BM. ICE IST #2123-70 — — — — — — — s d t — — — 30'-0 1/2"(EL.39.44') wa k t - — — ENTRY TOWER TOP PLATE tj r !`? "'' ''` ' '" I P.T. 3"x8" BEAMCOLOR : BM. 3 �) w ICE MIST #2123-70 3 1x6 T & G CEILING I. ENTRY TOWER BEAM HT. aNv 29'-1"(EL.38.50') 4x10 DECORATIVE NON-STRUCTURAIL BEAM (BEYOND) 04 N N 3. o.. r 12 14! BRACKET W �' Io �) fco . 70 C3 m � C.a ,.,. ', — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — In — — — 7 i v — — — — — — — — — — — — — — — — — — — -_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — IL O ENTRY TOWER CLERESTOR HEA E T. - - - - - - - - - - - - 28'-01/2" EL.37.46' _ - QO , �,_ ME AL DRIP EDG� � C) N 1t 1, �+ ItI �' P.T. 1x2 3 = COLOR : BM. ICE MIST w 4'-0" ( °'° I ih +l a 2e I//,/ VZ I / ,V/// ,✓. sir .. ) m Q .. #2123-70 U OVERHANG � ' < ED�_ –1, I I r� T" I N N� � m a0 0 't r 2 " , �" ,��-,, \ // q _j C / P.T. 2x3 FASCIA (TYP.) 3 �\;`,I, I wk "i "" vi - y COLOR : BM. ICE MIST 4 #2123-70 0 U. (9 "'I NN � N II, I,I I` I �I fs I z I , f �411, M d ANDERSEN "A" SERIES DOUBLE HUNG WINDOW 6 CLERESTORY = 6 rn a U f� 1 ( I� - - - - - - - - - - - - - - - P !, , — 4 X 4 CHAMFERED SILL 3 .167 cc 0 - - - - "o,'",.IATE_!;:yli IE�I -BP FInI�zU�1/IQEo� - - - U w j L �_ C1 1 ° M r 2 X 12 FREIZE BOARD SYNTHETIC LUMBER OR FINISH LUMBER 3 1 N U e A2.10 ARCHITECTURAL CEDAR SHINGLE 5 t` � r� ' ; I RESAWN & REBUTTED W/ FACTORY FINISH h �� _ v z( ,; _ tl; L < ALTERNATE- "HARDIESHINGLE" STRAIGHT ',��,""�� 1 � I � – ,a 'r . �,'%T - ", ,�, "­'' L , � -1 - _L I U_�_L --- - -1 SEE ELEVATIONS FOR COURSING PATTERN WINDOW COLOR : BM. SILVER MARLIN # 2139-50 ' ENTRY TOWER WINDOW HEADER HT_ - - - - - - - - - - - - - - - - - - - - - - - - - - - 7______ �) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — 21'-11 3/4"(EL.31.39') d` I III I I I I 111 I I I III 1 1 1 1 1 1 I I I I II I I I I I I I I III s' w .., 11 11 I I I 11 Id 2 X 6 WINDOW (OR DOOR ) HEAD 3 I "AZEK" SYNTHETIC PRODUCT -OR- EQUAL ` �� ALTERNATE - WOOD PT KDT 2 PTD I I , <I Ill '' t .W SEE DEATIAL SHEET A X.00 FOR ADDITIONAL INFORMATIONCOLOR : BM. ICE MIST #2123-70 I I t i,i ,� ., � I. I = CONSULTANTS - - __ -LiL w t V B) 1 I' R - PAINTED I STRUCTURAL I ANDERSEN "A" SERIES DOUBLE HUNG WINDOW 6 �'� z OPENING p GYP. BD. 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IT �` I v JACKSONVILLE, FL 32256 I t ;� o PRE- GINEERED ROOF TRUSSES W/ IPH: 904.483.5200 ''I J ' Y 2x FU RING TO I , :�. r 1 - I - z 3:12 TOP CHOR PITCH _ o LANDSCAPE ARCHITECT ACCOMODATE WINDOW ILL ' , U �ITP TECOCHERE-TOP OF PLT (SEE USS DWGS. F ADD'L. INFO.) — EUTHENICS STUDIO It , 'y -- -- -- -- -- -- — - 14'-53/4" OF 23. — 1STB(E.2 .90) �,I `I} I s u 14.6.. EL.23.90' I� - I- ( ) 1/2" GYP. BD. 1650 BEACH AVENUE Z q � —Z z _ — — — — — — I I PH: 904.246.6219 I' o —a BREEZEWAY TOP of PLT -- — --- ATLANTIC BEACH, FL 32233 ;47 U — — — -- — — Z k S ., 1 'Ll REVISION DATE 2-0 PERMIT SET 12/13/13 18' 0" �• .:< . Tr O STUD STUD X I = "r, ,' I ',x� t >,$, ? �� , , L . � % % � I Yyt I, e Z wc I I S G a C _ m o K § ff '_ { IIF I o WOOD PANEL (FIN. BD.) TO RECEIVE WOOD SHAKES ♦` WINDOWS " } (TYP. FLANKING WINDOW RECESS) , z MAIN CLUB HOUSE-TRANSOM HEAD HT.(TYP.) — — — — — — — — —)` Z 1 fir�3 1t1. 1" 1 9 9 1/2 ( L.19.1 ) — — — _ — — — .IT ti 1. 2 X 6 WINDOW (OR DOOR ) HEAD �)�, o I „ 1.. "AZEK" SYNTHETIC -OR- EQUAL Q - 1 2 - 4 c�N � ,, � • •-�, U 11 5" ' I ARCHITECT'S S ALTERN FE iii, i I t OPENING SEE DEATIAL SHEET A X.00 FOR ADDITIONAL � J � INFORMATIONCOLOR : BM. ICE MIST #2123-70 k .. U ,, M - - - SIM - - - - - •_ w � I R1 I-, �^ to MAIN CLUBHOUSE-HEADER HT.(TYP.) — - - - - - - - - - - - - - - - - - - - - - - — - - — — — — — — 8 1 -- — = 1-- � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — - - — - - — 0"(EL. 7.40') x.4` 11 IL � I ANDERSEN DOOR & TRANSOM ASSEMBLY 6 w 1. Z 0 p I— ♦ I `° J o 11 "' t - Z BREEZEWAY -' w � T HERE v w ~ FOYER POR ECOC o w r > w o 4, a / \ w 001A D om °- 100 I,, i+ `} / \ 001 1 1 _� U 0 U) I Ijf k / \ N p F- �d , _ E �_ w w a 0 / \ Q CADD DWG. FILE NO. " ' i W O PRE-PAINTED VINYL LOUVERED w 3w o / \ J ,, o I SYSTEM INSIDE 6x6 CEDAR FRAME 113 wp , 6 (TYP.). LOUVER SUPPLIER: 4 0 ¢ O SCALE ' ' w SUNBURST SHUTTERS S = z As SHOWN jIi 0 : � 0 \ ( 1 COLOR : BM. SEA STAR # 2123-30 O 850 2850 DRAWN BY ­�­�' �� ,���,�'� �!��,`��" ,,,, . IW \ I I /U I I O ~ I Fsmz ;, m I _' I�i, _­ I I I p Y \ / . LEGAL DESCRIPTION o PAINTED - TEXTURED -OR- 8 BRICK I f 1 2-30 O D S. COLOR : BM. S A PEARL TUMBLED#OC 19 ,I ,I I,, ILL 111 ORTE OCHERE-PEDESTAL CAP HT. I��,ry / 1'-7 112"(EL.11.02') MV 'f jN 11 I'II ; I D I P E 1I 11 11 I I 11 1� I I I 1ftF11 11 11 j ' ♦ PROJECT PHASE i[I \ / SEE CIVIL DWGS IFOR HANDICAPPERMIT SET ' ,` , ( ' I . II 0 ( (Y8 f ' o O 0 TRANSITION AREAS) - � I F i { LLI A 1 PROJECT NUMBER NS IRAN CAMS =111 W I I F18-11- !�:, " T�IiT:4iI I ,; ­�, � w MAIN CLUB HOUSE-1ST FIN.FLR. — — M N CLUB HOUSE-1ST FIN.FLR. d — — — — — — c d ° d 4 v a c a. °d d q a a / / /// ,� _ a ,, � , , �, �: a IIIIIIIIIIIIIIII d NEW CONSTRUCTION / zi z I Q '/ / 'fir ,f� ,•' ,�`< .,. �'' ,,/// ,'j ./ ,"'" ' ,'' ,/''//i /LL , r f ,.`^ l%•/, d — t W ,�f f F /.f /,r ,/ / / // / ,/ � -------I — —4 / j + Q. Q d.. — 7 ,"L� , , Of ———FF7 , -11 gi� r r " " /j / / rr / / /,% /;// ;/Fr /; J, I Ia d a' 11 `,>'/ �`" ", // ' %/�; '`'' ' , ,r ' / % ,3 ,✓ , �a %% ' / ATLANTIC BEACH FLORIDA I T- / . Y HIM I IMH HM M I I ; Tl ' ' I - �:­1' 'T = I � � � (SEE STRUCT. F ) 20-0" a �,r _ ATLANTIC BEACH , o =1 LEEE� COUNTRY CLUB Y Z S `?: i U ,s � 1111 T - _ „k WALL SECTION 6 � � 'C1 ' }I � ; ;` c1 PARTIAL ELEVATION 'C1 ' C1 WALL SECTION 'C1 ' � C \ i' I04r` A4.50 A4.50 Scale: 3/4" = 1'-0 Scale: 3/4"= 1'-0" o I A4 . 50 '�, �, PERMIT SET 12/13/13 i U 1," ,����,��,�,' `#i ' These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection , �-, Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of z these materials can result in substantial criminal and civil liability. 1 I & P� 1. ) <",,f t 4 k '' a l i , . .._ n 4. -. M - Iii' J ,.:.6., _.-._. __�..._ _.-_� .. _.._. _ — .. _.. ..._,.. ..:. 1 .:>. .._—_ ,_— .- _.—___: ... ._-._. ': � �, r �_, ]_�`r .. .: _.. .,�...:: ,. - - ;:.,' _ ;. is k f I _ ti DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES fl yI I< 't x , 1 1 + I �I k { A' ly ft r'1 r. 4. a CO L Oo N N co i 1 C cc LO 0 co 0 LL a? O 0o O > C N O [LO CA r . 0 0 ) M O � < U 0 . X LL U) LL A N CO CN yJ N k F t UO fns U � o O aS rn , ru ai ., cn a 4 . CL m co 3 t �.0 co (r < A2.10 ,� � N e . I 9 3 t i k {i I 4 I z � I i < 1 l ��� ' CONSULTANTS I i I M ` i STRUCTURAL hl MCVEIGH & MANGUM , ENGINEERING, INC. { a I I I I t 9133 RG SKINNER PARKWAY i r3�I l ' FL 32256 u PH: 904.483.5200 I+ i MP FP X14 MCVEIGH & MANGUM 9133 RG SKINNER PARKWAY ENGINEERING, INC. JACKSONVILLE, FL 32256 w D FIBER LX'S REINFORCED PLASTICT (FRP). SELECTED PH: 904,483.5200 I o MANU CURER TO PROVED SHOP DRAWINGS UC1 (ACCEPTABLE ELECTRICAL u w - MANU C UERER: ARCHITECTURAL FIBERGLASS CORP. PH#: MCVEIGH & MANGUM Q 800-43 -2 00, 1395 MARCONI BLVD. COPIAGUE, NY 11726-2814 ENGINEERING INC. _ A . OREUAL. 9133 RG SKINNER PARKWAY BUILT-UP ODIFIED TUMEN SY EM RIGID COLOFR BM. SEA STAR # 2123-30 JACKSONVILLE, FL 32256 IN ON ON GALV IZED MET DECKING ° (SEES UCT. & SPECS. FORA L. INFO.) PH: 904.483.5200 ,� LANDSCAPE ARCHITECT I ; t ° - EUTHENICS STUDIO z MAIN CLUB HOUSE- 1650 BEACH AVENUE z — — — - _ — — -- — — — — — — — TOP OF PLATE @DINING HALL ATLANTIC BEACH, FL 32233 5 < O 14'-0"(EL.23.40.) Wrl — — — — — — — -- PH: 904.246.6219 w — — — — — — TOP OF DECK .-t H 13'-6" ' BEAM HT) - — — — — — 13'-7 314"(EL.23.04') o PERMIT SET 12/13/13 a 19 OWN ULD PROFILE (S&S CRAFTSMAN INC. 800-992-WOOD) ° 7" ATALOG # 3 3/4" X 3-1/2" OVER 1 X 6 FACIA AZEK -OR- QUAL SYNTHE PRODUCT ALTERNATE - WOOD w OLOR : BM. ICE MIS 2123-70 a w I z ARDIESOFFIT - NON VENTE OOTH CO M. ICE MIST #2123-70 ° ------------------ it. r,��i z •{ �. � { O a ' SUSPENDED CEILING 8�" i > pp z BED MOULD M%ILE T& A O #400 - " X 5- 3/ PEN WEB JOISTS 3 �`'� 3 AZEK -OR- EQUAL SYNTHETIC PRODUC NAT - D Q ARCHITECT'S SEAL e + s ❑ _ - ' ^ ~ i ♦ COLOR : BM. ICE MIST #2123-70 + z /2" GYP. BD. I COVERED PATIO BEAM HT. J* o I I 3 2 X 12 FREIZE BOARD SYNTHETIC LUMBER OR FINISH LUMBER 8'-8112"(EL. 18.13') COLOR : BM. ICE MIST #2123-70 ' a w 3 C x {I + - — — — — — — — — — — — — — — — — — — — —H-1 N-6—LE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — w 5 ARCHITECTURAL CEDAR SHINGLE = L RESAWN & REBUTTED W/ FACTORY FINISH o ry ALTERNATE- "HARDIESHINGLE" STRA GHT CUT w ♦ 9 SEE ELEVATIONS FOR COURSING PA TERN COVERED g BEVERAGES GRILLE COLOR : BM. SILVER MARLIN # 2139-5 PATIO `� 118A A .20 is ' ❑ 121 = 3 SHEATHING ASSEMBLY & WATERPROOF MEASURES 007 ❑ *CEDAR SHINGLE -RESAWN & REBUT ED WITH FACTORY FINISH7. z (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) „ - x � o — o U _ Q H *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE r p _ m = 8 *FLUID APPLIED MEMBRANE (EXOAIR 230 BY VULKEM ) OVER 0 CD U w p n CADD DWG. FILE NO. 3/4 STRUCTURAL o U) _ Op A 20 ALL PRODUCTS TO APPLIED ACCORD NG TO MFG. GUIDELINES — 2 z a a z U) ` IL z_ o CUSTOM METAL POST W/ METAL SCALE 3 2 X 6 WINDOW (OR DOOR ) HEAD I „ o "- co p STRUCTURE & FABRIC AWNING AS SHOWN w AZEK SYNTHETIC PRODUCT -OR- EQUAL (ADVANCED AWNING & DESIGN m = 7 ALTERNATE - WOOD PT KDT 2 PTD LLC 904-724-5567) DRAWN BY a SEE DEATIAL SHEET A X.00 FOR ADDITIONAL [SMZ A6.20 INFORMATIONCOLOR : BM. ICE MIST 2123-70 LEGAL DESCRIPTION 0 I� 2-2x8 OPENING BUCK ( YP.) STOREFRONT WINDOW l ° " 4" CONC. SLAB W/ FIBE MESH 1.5 ry II LBS./CU.YD. OF CONCRETE OR 6x6 W1.4x 1.4 I I PROJECT PHASE 0 4" CONC. SLAB W/ FIBERMESH @ y o WWF ON 6 MIL VAPOR BARRIERON 1.5 LBS./CU.YD. OF CONCRETE OR FINISHED GRADE 5868 PERMIT SET w PREPARED GRADE— ♦♦ _ �/ (SEE CIVIL DWGS. FOR HANDICAP PICTURE PROJECT NUMBER a w 6x6 W1.4xW1.4 WWF ON 6 MIL TRANSITION AREAS) r" I CTU RE WDW. ;. VAPOR BARRIER ON PREPARED 18-11- GRADE MAIN CLUB HOUSE-1ST FIN.FLR. _ _ vd ° d, d d v d ° ° v d a c d v a — — — — — — — — 0'0"(EL.9.40x) - - - - - - - - - - - - - - - - - -- - - - - - I T 1 � .t. � 4 . 4 d'° d '-Vd ° ° ° .v J v °•d d d d ' ° ° ° d.v FINISHED GRADE Q ° d d ° ° a d'd. d ..,d d.°. . ,d ° ° ° (-)1'-0"(EL.8.40') ° n d NEW CONSTRUCTION li O — v 40, O O _.O 4 O — O a ,'/. //` `,'` . • " ' . /'. , `/ ./ . ' � ATLANTIC BEACH, FLORIDA o o o UCT. FOR ADD'L. INFO.) d. ° a Q 4 ° d MH ATLANTIC BEACH ❑ z COUNTRY CLUB V` - U WALL SECTION i, o N fct, 62013 C2 WALL SECTION C2 c2 PARTIAL ELEVATION C2 f @ �jo� 1C2' A4.60 A4.60 Scale: 3/4" = 1'-0" Scale: 3/4" = 1'-0" ! 7 O ' A4 . 60 i, These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection 1 ; Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of ra, , these materials can result in substantial criminal and civil liability. •- r «_ it I:id i,.{^lu.. III{ .I , , . 14 .a .. - .., -.... ,... ..., .:.... ,- - ...s,.,• ter__ _":- r _._. ..... _ .... .. .. . Al- I I 1 d , b gv,= a �, y C — BUILDING RESTRICTION HEIGHT 35'-0" — — — - — — — — — — — DO NOT MEASURE DRAWINGS w NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES rr .I PRIOR TO CONSTRUCTION. SEE GENERAL NOTES HIP ROOF — — — — — — — — - — — — — — — — TOP OF RIDGE 29'-7 1/2"(EL.39.04') NV -- — — — k b LO CO 1 N O in M co O � (0 0000 � O Y , U_ O? _O U)O V- O M O N a,. > C O t O N M (nO O p a 4 �4 LL +� MAIN CLUB HOUSE-1ST FIN.FLR. `" c rLL 1j0'0"(EL.9.40,) — - — — — O Ld I I! rW N - CC s � V 0 T — — — — — — — — — — — — — — — — — — — — O O N Q I r„ 0_0 N / N M NCN U co CN FRAMING - 5.5" OPEN CELL 'SEALECTION 500' (SEE PRODUCT BULLETIN) R-21 (MIN.) IGNITION ARRIER TO BE APPLIED OVER SPRAY FOAM. MFG: E LOK'-T.B. (SEE TECH DATA SHEET, TYP.) i 1 5/8" STRUCTURAL PLYWOOD (SEE STRUCTURAL DRAWINGS) ,I i .r I;. 3 2 SEMCO STANDING SEAM METAL ROOF � : t I' t" (COLOR: GALVA LUME PLUS) OVER GRACE WATER & I �� � ' i! ��' ♦ ICE SHIELD. MTL FLASHING AT DRIP EDGE > I tl , 14 CONSULTANTS i tl l 7 6.21 STRUCTURAL MCVEIGH & MANGUM TENNIS/POOL C TER- DORME PLATE 19'-3"(E .28.65') a ENGINEERING, INC. I 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 \ „ \ 3 CROWN OULD ROFILE (S CRAFTSMAN INC. PH: 904.483.5200 I /� GIMP\. BD.(TYP. @CEILING) 800- 2-WO ) TALOG # 53 3/4" X 1/2" OVER X 6 M P&FP FACI AZEK -O QUAL SYNHETIC PR DUCT ALT RNATE MCVEIGH & MANGUM 12 WO D ENGINEERING, INC. BM. IC MIS #2123, -70- COLOR : 9133 RG SKINNER PARKWAY 5 \ I \ \ 12 ` JACKSONVILLE, FL 32256 3 2 X 6 WINDOW H AD "AZEK' SYNTHETIC PRODUCT R- A2. PH: 904.483.5200 LLI \ I \\ \ _ EQU L ALTERN E - WOOD T T 2 P D (SEE DE IL ELECTRICAL 9 O SHE A X.00 F R ADDITIO AL I OR TION). MCVEIGH & MANGUM z U ` COLOR :: BM. IC MIST #2123-70 ENGINEERING, INC. u U \ \ — — — — — — — \ W ` 9133 RG SKINNER PARKWAY o - - - - - - a { z \\ \\ 3 2X4 I M (BEYO ) JACKSONVILLE, FL 32256 0 — — - \ PH: 904.483.5200 — — — — COL R : BM. IC MIST #2123-70 ,i� ,i� o I v\ v LANDSCAPE ARCHITECT rd! i W \ FAUXLOUVEREDSHUTTER EUTHENICS STUDIO k q w _ I I \ — — — 1650 BEACH AVENUE ° I I \ 3 4 X 4 HAMFER SILL s PH: 04ATLANT1246 62BEACH, FL 32233 w �� I I v LAMI ATED SYN HETIC LU ER OR FI ISH LUMBE PRE-ENGINEERED SCISSOR TRUSSES (BEYOND) W/ I I \ 12:12 TOP CHORD PITCH & 9:12 BOTTOM CHORD PITCH I I \ REVISION DATE I 9; O (SEE TRUSS DWGS. FOR ADD'L. INFO.) W/SPRAY FOAM \ �I� I \ PERMIT SET 12/13/13 Y o INSULATION (R-21 @ 5.5") SPRAYED ON �� �� 2 MANUFACTURED ROOF TRUSSES. 5.5" APPLICATION 73/4 — Z Q 'SEALECTION 500' W/ 'BLAZE LOK'-T.B. (SEE PRODUCT } BULLETIN, TYP. W/ TRUSSES) 12 \ Z \ p \ INCL B OU E-1ST I .FLR, 2 O } 3 0 UL R IL S& F S N Z a - `' " z 3-1/ " O E 1 6 I /CZE -0 - Q L Uj 1/2" GYP. BD.(TYP. @WALLS) SY E p� P OD T E I AT D _ _ _ _ _ _ _ _ _ _ U u l l I I A hh F I I I � I- I u I I 11 u I I I I I 11 I I� I I u u I I u I LI I I I J u I I u I u u I I I I I I u I I u I L1 I I I Ll u I u ARCHITECT'S SEAL Z s i O ` I w C OR : M. ICE IS 212 -7 :L- - - — — -- -- - - - - - - - � 3 E UL R IL S& A A 0 #40 ° 1- 16' 5- 4" ' ♦ E - R Q A Y T TIC R D CUj I 0 COLOR : B I E MIST 70 o / 2 12424 SM 2 u ii u - i ii - u ii u ii u FA X ii u ii u u i u u ii u i - ii u u ii u i u ! m w FINI U B G RD U P AC z CO R : I E T .12 70 _LL I FITNESS F _ 1 A Hi E T L ED S I G Z r , O 151 CADD DWG. FILE NO. A N & R B E W/ C Y INI H C = L E AT - "H DI HI LE" T IG T C Q , w I I SCALE C) L SIL ER A IN 1 9 50 ' i ❑ IQ ♦ _ I AS SHOWN LU = 3 SH A HIN SE L & W ER O DRAWN BY m �' — — — — — ISMZ YO �11 (� - � � T 11 u I I I I u u u u u u u LEGAL DESCRIPTION 4" CONC. SLAB / FIBERMESH @ 1.5 FA INI H IT A - HA IE LBS./CU.YD. OF CONCRETE: OR 6x6 W1.4xW1.4 - RAI T E G A E S U_ / WWF ON 6 IL VAPOR BARRIER ON �` INS E N "H E IC R" B J M N PREPARED GR�DE B Y ' *F UI PPLI E RA ( X Al 2 0 B i OZ / \ L ) VE /8' LCT PROJECT PHASE > L O CT D A P I D C R IN TO PERMIT SET U / W PROJECT NUMBER 0 940 w EN IS&E ERC] E EN ER1- U) 1ST FIN.FL — — qDERSEN WINDOW — — — vd.. Q 4 v Uj NEW CONSTRUCTION ,g { V _ // / e ///,///J'' o+ ,r r,J /' ;/ / /', /r •J'' 'J' .r' ' J O/ � % ""! , ` m,✓` I LLI `I]-.L- //X j U F j / ATLANTIC BEACH, FLORIDA { RADDI = a aQ I o ATLANTIC BEACH Z COUNTRY CLUB E U `d 4 WALL SECTION E1 WALL SECTION 'E1 ' E1 PARTIAL ELEVATION E1 y FiEC 1 h 2013 A4.70 Scale: 3/4"= V-0" E 1 d O A4.70 Scale: 3/4" = 1'-0" ; ';' ��,� _ These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A4 . 70 ' v Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement andPERMIT SET 12/13/13 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of t a these materials can result in substantial criminal and civil liability. �����" _— ._. ;:: :. ::.. . . —." .. ..:__ ... _ -_—_,: ....:. J1i-_ -. ..,.::,., a::_u, _. m:•.t. .amu .. o , k' 7; DO NOT MEASURE DRAWINGS 4 NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES w sl I i , ), � �r�l .i i l+i �� �� + +f f � t P t F ; + N O N N 10 CU r O p C O K it ILO C O N O -� N p O? O M Y O O L) j O) co00 O U (y 7 N is V co p djO L it N � z 0 to "D CL 0N CU I— (a N U N + O N co 7 t: F1 p b E fi I s s i I } 4, t 4 CONSULTANTS is if I;� rs f STRUCTUF.AL it MCVEIGH & MANGUM 't� f IX ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 r i PH: 904.483.5200 1y C M P&FP IX MCVEIGH & MANGUM t ENGINEERING, 1NC. .. 9133 RG SKINNER PARKWAY IX 0 JACKSONVILLE, FL 32256 OPH: 904.483.5200 w_ 0 ELECTRICAL 0 MCVEIGH & MANGUM = 0 ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 o PH: 904.483.5200 O LANDSCAPE ARCHITECT O EUTHENICS STUDIO k w 0 1650 BEACH AVENUE o — — — — — — — tv, PH: 904.246.6219 Z �i w (Y REVISION DATE 1' tY o PERMIT SET 12/13/13 nom. 0 y Z / Q . iy 1 C w Z Q M t_ ry 10.. OVERHANG i o ` + z LLi Z LU Int ; u l �1 I I I l u I lJ I I l u l lJ u l l i �I u l l u l l lJ u l l u I LI I I I I lJ l u I I I l u u l l �1 i I U) I + ' 3�_ — — — — ——— —— — — — — ——— — — — ——— — — — — -- — — — — — — — — — — — — — — — — — — — —— — —— — — — iF1Q l5�'tt Iii �m j w if 4 � tl TENNIS I l + �. U- ,;' " g COVERED PORCH I 4 � + +fl 010 H 7> m W U CADD DWG. FILE NO. r i � LLI SCALE o AS SHOWN Ll —LL H ALU m DRAWN BY — — — — SMZ Y IJ lJll IIu I u II II ullu � ` O LEGAL DESCRIPTION + LL � i h PROJECT PHASE Z LL L Vder ■ PERMIT SET LU PROJECT NUMBER LU 0 L 'SLE 18-11- U) , , NEW CONSTRUCTION �+ Uj — — — r i i / ✓ r i i k t ✓ �d 'r n F� 2. �fr d f ✓ U W d 1- TM � s£ ,r F i� l , J 3' i _ a ATLANTIC BEACH, FLORIDA U 4ry n. 0 ATLANTIC BEACH P'lZ COUNTRY CLUB 14 fiY bf Z — (] f 0 WALL SECTION i N Fri, 1 613 F1 WALL SECTION 'F1 ' F1 PARTIAL ELEVATION 'F1 ' 'F1 ' i i A4,8o Scale: 3/4'= 1'-0" A4.80 Scale: 3/4" o These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A4 . 80Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and y composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of PERMIT SET 12/13/13 these materials can result in substantial criminal and civil liability. i I l r � e 4 z ° tE c Y DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES _ PRIOR TO CONSTRUCTION. SEE GENERAL NOTES } 1 DEPTH OF BRACKET 2 3x8 CEDAR BEAM W/ SCROLLED ENCS (EACH SIDE -SEE DETAIL A4.95 2/A4.95) CDLO g A4.95 �� �.` N O co N r 3. 34.. 3. 34.. B1 B 1�_2� CD M fCU o � .. .. DEPTH OF BRACKET A4.95 A4.95 0 co w a? o Ln 2,_10n i- I � � CV 00 N O a? rlv co > C O IF 1 � CO O ++ M ° �v ' U .. O 1 � � D � _ 6X6 6X6 64 p x A4.95 1 L CU x r, cu X n � ,f A4.95 1._/ 7%� 8 3x8 CEDAR BEAM W/ SCROLLED `. U) c ' w W w 6X8 w ENDS (EACH SIDE -SEE DETAIL H a� N co I � Y sx 0 Y U m — cfl (� 6X6 (J 6X6 O (A 2/A4.9 ) v 0 5 CU 6x6 CEDAR W/ 6x8 CROSS BRACE a O O O BRACKET (SEE STRUCT. FOR ADD'L �' a) o «� U cu = INFO. & INSTALLATION) Q o s 4 6x6 CEDAR / 6x8 CROSS BRACE 6x6 CEDAR / 6x8 CROSS BRACE U-1 BRAC ET ( EE STRUCT. FOR ADD'L. = BRAC ET ( EE STRUCT. FOR ADD'.. .i IN r INFO. & INSTALLATION) r INFO. & INSTALLATION) co N fN J CO CflY± CCM M A4.95 y x 7" oe 8" t EDGE OF BRACE/SCROLL PROFILE SCROLL PROFILE 1 '1 5�" le " 7 5_4 a 1 7 1 3 54" V-7" V-3" 4 A4.95 ROSS BRAC A4.95 ROSS BRAC I A TYPICAL BRACKET DETAIL SIDE VIEW B TYPICAL BRACKET DETAIL SIDE VIEW 61 TYPICAL BRACKET DETAIL FRONT VIEW CONSULTANTS t ` Scale: 3/4' - 1'-0' Aa 15 Scale: 3/4" = V-0' Aa 95 { Scale: 3/4"= 1'-0" 1 TYPICAL BRACKET END SCROLL (TOP) Aas5 _ STRUCTURAL AasS Scale: FULL MCVEIGH & MANGUM ENGINEERING, INC. ; 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 d ' MCVEIGH & MANGUM faI 1 s • I�= '� � r, ' �.�`I - - - _ _ ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 w ELECTRICAL MCVEIGH & MANGUM w + 15'-s" ENGINEERING, INC. U 1„ o WIDTH OF JOIST 9133 RG SKINNER PARKWAY ' Z 1'-2" HC 9040.483.5 00 L 32256 FRONT EDGE OF BEAM/FRIEZE LANDSCAPE ARCHITECT " _ 7a' _ EUTHENICS STUDIO Z SCROLL PROFILE SCROLL PROFILE/EDGE OF FRIEZE BD. 1650 BEACH AVENUE , P.T.6x8 BRACE (SEE ATLANTIC BEACH, FL 32233 h€ U STRUCT. FOR ADD'L. INFO. PH: 904.246.6219 I a - z & INSTALLATION) LU w U REVISION DATE 0 PERMIT SET 12/13/13 o U_ �Id a r J LL 0 pry BRACE FLAT Z w ( w t O i h - o' O O w CO � w Q Z '.0 d t I: rl ❑ w{ S w - 9F cr U LI] ARCHITECT'S SEAL +,. Z LL O ti U J co w P.T. 6x6 BRACE (SEE STRUCT. FOR DD'L. INFO. & INSTALLATION) o l w P.T. 3x10 BEAM (SINFO. U INSTALLATION) , � �g o w U CADD DWG. FILE NO. Z) Y 1 La1.. w SCALE a � F– Q o U =I� {� w AS SHOWN co ce) Q $ * Im O CO DRAWN BY �r O SMZ 64" 74" LEGAL DESCRIPTION o w SCROLL PROFILE SCROLL PROFILE/EDGE OF FRIEZE BD. U_ O d Y ,l' PROJECT PHASE �q Z 1., 3., x 4" 2 a CURVE FLAT PERMIT SET W PROJECT NUMBER � SCROLL PROFILE 2 TYPICAL BEAM END SCROLL 18.11__ Cn A4.95 Scale: FULL DEPTH OF BRACKET ' � I NEW CONSTRUCTION Uj D (— ATLANTIC BEACH, FLORIDA U i w 0 Q ATLANTIC BEACH i Q :N _ 0 1.1 TYPICAL BRACKET END SCROLL BOTTOM COUNTRY CLUB 1 AasS Scale: FULL I 0 BRACKET & I O DEC 1 6 2013 BEAM DETAILS o These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A4 . 95 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of PERMIT SET 12/13113 these materials can result in substantial criminal and civil liability. i a --�_— �`---1_ LL_ _ _ . , /_z,- I ,-_-' —` ,_ - --- _ _. _ _ I _ l,i l 'i_�L__LJI� L t._., . • _,- i { _ ,. _ __ :.. 1 f Y g' yt t 1 DO NOT MEASURE DRAWINGS ti NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES f PRIOR TO CONSTRUCTION. SEE GENERAL NOTES `i i i t � I Va I ' 1 1 C A4.96 A4.96 A4.96 LO 0) O I N co N 2co b O N A4.96 `0 0 0 J IL o L o rn - = M f U N 1 P.T. 12x10 BEAM (SEE STRUCT. FOR o o N M ADD'L. INFO. & INSTALLATION) '� °' v U j�O � � X CD tk Ksit / O 04 O �N Os f g+I/�S rN w — Y P.T. 3x8 BEAM (SEE ( U U cn ao w P.T. 3x8 BEAM SEE _ U I I STRUCT. FOR ADD L. INFO. — D N N STRUCT. FOR ADD'L. C19 INFO. & INSTALLATION) & INSTALLATION = � _ N co - , m I I ) SIN �N w A4.96 A4.96N w o 0 - - rn Co ai � � o m O P.T. 4x4 BRACKET P.T. 4x4 BRACKET R2=o., O O a "OVD'Lri _ (SEE STRUCT. FOR ADD'L. I ( ; T O SEE STRUCT. FOR ADD'L. U U 1 O INFO. & INSTALLATION) ca I INFO. & INSTALLATION) „ $,.LU Q o 0 Fl CNI A4.96 � 10, 1 a° N I _ 00 P.T. 6x CORBEL (SEE STRUCT. FOR 1 -8 ,f ADD'L. INFO. & INSTALLATION) °' N t{ 1 CORBEL / SCROLL 1'-112, �4 —Nor 2'-104" DEPTH OF BRACKET 4-54 4'-54° 4'-54° 1'-64 FINISH/ BR. BRACKET/BRACKET BR. BRACKET/BRACKET BR. BRACKET/BRACKET BR. BRACK T/ BRACKET FINIS f, v ' 1 .1 4 A4.96 BRACKET DETAIL TOWER SIDE VIEW C1 BRACKET DETAIL TOWER FRONT VIEW D CORBEL DETAIL CABANA / TENNIS CENTER SIDE & FRONT VIEWS CONSULTANTS x. Aass Scale: 314" = 1'-0" Aa.9s Scale: 3/4" = 1'-0" Aa.9s Scale: 3/4" = V-0" STRUCTURAL i MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY t JACKSONVILLE, FL 32256 PH: 904.483.5200 , f MP FP P.T. 3x8 BEAM (SEE STRUCT. MCVEIGH & MANGUM NG, INC.. Y; FOR ADD'L. INFO. $, _ - . INSTALLATION) 9133 RG SKINNER PARKWAY - 1Jj op z 1� 5,f JACKSONVILLE, FL 32256 00 PH: 904.483.5200 40 BEAM/END OF PROFILE I: w �;,� g ELECTRICAL MCVEIGH & MANGUM U BEAM ENGINEERING, INC. i 9133 RG SKINNER PARKWAY sf JACKSONVILLE, FL 32256 z Q PH: 904.483.5200 ry J LANDSCAPE ARCHITECT U EUTHENICS STUDIO L,i x O i Z 1650 BEACH AVENUE w ATLANTIC BEACH, FL 32233 Z 2 ih PH: 904.246.6219 F Z w �Ali � � � REVISION DATE �� = PERMIT SET 12/13/13 ry "& N a a � ❑ ❑ w O w w cn w m Z w w O w _ - J N k } P.T. 4x4 BRACKET 0 (SEE STRUCT. FOR ADD'L. INFO. U &INSTALLATION)121 1, cn 3.. 0 54 2.. " CROSS BRACE/CHAMFER END PROFILE J w Q �2 0 tp U a r Z CROSS BRACE/CHAMFER END ARCHITECT'S SEAL w P.T.4x4 CROSS BRACE W/ '- z 6'-6 3/4"RADIUS CURVE BRACKET END SCROLL TOWER TOP P.T. 12x10 BEAM (SEF_ U A4.96 Scale: FULL STRUCT. FOR ADD'L. INFO. & INSTALLATION) 5 E1 �"- 1 O , I i 'M I.�.pi i lir rl} LLI I i 0 aN g P.T.4x4 CROSS BRACE W/ 6'-6 3/4" RADIUS CURVE D 0 _ P.T.4x4 BRACKET (SEE STRUCT. FOR ADD'L. CADD DWG. FILE NO. o INFO. & INSTALLATION) m ti !L V SCALE 7 w E ..} o 2" - � 8„ AS SHOWN w - m le w J CURVES U) U FLAT w DRAWN BY 1 ` Q U U) J 0 LEGAL DESCRIPTION O U U c Iv cn � L!7 ❑ Z w P.T. 3x CORBEL W/2'-0"RADIUS r I p JO CURVE (SEE STRUCT. FOR ADD'L. MIS w INFO. & INSTALLATION) ( I PROJECT PHASE PERMIT SET w � J PROJECT NUMBER ' w O 18-11- m w Of r a 2 SCROLL CORBEL NEW CONSTRUCTION r, ui Aass Scale: FULL of I ATLANTIC BEACH, FLORIDA _ 212" 14 Q SCROLL PROFILE 1 2 U ATLANTICBEACH Z COUNTRY CLUB I 0 Q BRACKET & 3 r DEC, l 6 2013 ' 1.1 BRACKET END SCROLL TOWER BOTTOM a : �F N z� BEAM DETAILS FULL - • ' o U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A4 . 96 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and PERMI SET 12/13113 z composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. k I ,� . �,��., -_, , , � ���_� �_,�,,�.;,,'i�.1�, ,, I ,�I- a,,�_�,�:,� , Ill ,:,­,� " , , - , I__1�. ,­_`,,I�"'l I I� ��­,- V,'� � I , , I I., , � ­ � "2", �.�:"",�', I .1,I -��,�, :,,,t1,,, ,�:�"'�l­lb't - - ,,, - , � � -, 2 1�,,�s, �; 7�I,lf�_s:, � � I i,_,�AI-i�, �.I "�I- " I I 'l j� -�� -,i t ��I I -I,,,�_,t"I 1,�'t,,, I 1, ,,,"�,,,V,;���.,."',I�,,� I "il".�,I'll, ,, "t"i"'A'.�t-,"',,,MP,,,�1� �, l,t,I, ­.m It , lik,t I . �,""���'i :,, I.1. ,�""I',," , _`,"'�,'�t i:1� ; I "�,;,,,I I�i!,,, I ��t �r,�­', ,;�,�,,';,'�k�.!� : URE DRAWINGS I 'I",_I', .,�'�,��­ , � I — ,� i ,��L �:lq � 1�1;11 11 NOTIff ARCHITECT OF ANY AND ALL DISCREPANCIES "I" ,!, I 1�,1, ,-i,, ,� i;�j - -I�,' , q,j� � i "' I I, " PRIOR TO CONSTRUCTION. SEE GENERAL NOTES �� : , I I I I 1_1 11 r, I �I�.1 1, "I'l� I � � ,tI .1111_­­� 11 �,,'z, ��,:`I��'- 1, 1,il, �,�:�,,., � I � I � 1,�' - I � ..� ��,�i ,t_ ,,��;,: , I ;I �t�l,,- ,, . I i- - � , -I .1 ­. lrl'l�', I . e ,� it, A,,: ;,! �: t� �,:�, ,, I i -�:� �%! �,",l�!',,-i�"i� . I - . I i 1 1, �!!.,I �`,"­ It I I �,­,I �i�_� _.�z :ji ­,:��'i- I . 1 ��,,��_'­­. F=7==l 1 i_11, __ _ .1, I I �?��". �­,�,, "It_�7� , "'p, - - I I - I . � - �,���;:"�,,,,.,,,j:;�;i."�'�:', I 1 .­ , �� , ", . - ,�:f�,�,!:�,��i�""­�� ­ ,� �F:��i �� 1,�: , -,,,�', ,,,,,,, " "I"-, � "­oi; _,' -,,,," , , 1 7i'� �,��_"�_ �,��!,,' �: I ,_ �,�'�­_; 'jw­� I ��_' ,� :­' 1Y,", - - . �e, - � w'�; "il- I , - ' I - - i,,�', : I _�, !,,� t,�4�,t� ,, ,�"i I - L� - , , t,,,, 4�s I" , �, ; ,,�� 1, 4�111 ,i. , �', I.0 !­,­��­ i � - , o;3� j­,,,�­��,�'';,�j �) W , �� E�.,,Z! 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"�­ � - - I ------------_1-___,_________-=— : �� ikk, ,I',',- ,I :J- - ,I , , � 111.1, it,, _A:� F­,,iI Q Ld "t I . 11 , ,�� :,�',,�!!,�-,�,: ,�q ir 11 w .. j I", I I'k���i�!, , : i ­ .� 00 C) I') - ,,,t�, �� - ; ,� lqt I ��1,_ � .�L I - � : _.It = ,;t ,;t _�,1� '­� , i - I �e�, ,l 1 0_,,�"! , , i I ­­_ M 1", ,� �, ,�,`,��i , I (n 00 W . �- � __i:,�.,O�i ,� t 0) - (0 ,_�,, " , '' -, 6 C,i '5 N - , � ,�, I I It, 1'i�:,­,t�i`�,,�:";, INS"T.I.I.L LAAW T, ION GUIDELINES .! STEP 7 "" __ It- ­_­ � 1�­� . " I -;,i _ — j, ­�­­'l " C) (f) (P "__��"�' � . ;. I 1.­��,­'. � � � 1� . I .� C13 i� A Cut DuPont-nexwrar at least 12"longer than width of rough opening sill I[S), 't � : �'i I� �, I��rf, X,:- 1. ` 1, I C-) '4 0 �-l, ­ ­ IT-lor DuP Ont- Flashing Systems- with integral flanged windows it­--��, ;��,�I,f4Wll ,i, �f!�l�': j?"-1, � � � _�'_� � I . do) � �, . I 1�1 B',Remove first piece of release paper,cover horizontal sill by aligning inside edge of sill,and,adhere into rough opening eaross �4 '"" _�e C) _" , , I . L_ M 4 it P., � ,,, il:-,�:. lil � Z Ll�, "_, `� '1�L -inside edge of sill. W 0 � , ,�;�',�,'jr�',";"1�14 - &I I ,�., , �gill and up iambs(min.60, Cover horizontal sill by aligning flexwrap,,edge with ru 6 i 11,, ­'� i'r,Io,,,1,1,,,,� I I � , a- , �,� , 11 I -' - -resistive barrier is installed. .. 0_2 I , 11, �'�­�� - AFTER weather t�,' 11� :, , ,!, ; I I I, , 11�,, � �i, I -I a 2:' a) — 4-- Ili "I. ' ' I �N ST A, L L A T1 D IN C N move second release paper. 1. "I" 'L'�, - --11, . I U � 0 M 0 1� - , ,� " w,",� ,, 1. , , , En EF -0 ""j, I ,_ , � I I I 1; , ", 7 , 1 1 �< a) [' ��" , "�", ,It-,% DuPont-FlexWrap`and DuPont,StraightFlastv"'are highly engineered flashing tapes designed to be compatible with I 0 a) t4v ,., ' - I I r '. i I , , �, �, .r- � ," , , i - I " -, , 11 I M - � "� - - � " I Tyvekt"Weatherization Systems products.for optimal vveather-resi&tive protection,we su ggest you use Tyvekll^ I - r I L I 1- cu � � I ,1.- � I ) V -'StuccoWrape or Tyvle,0,Commatecial'Wrapt,DuPont,Tyveklr Tape,and Tyvek*,,Wrap Caps. 04 C) ", � ,,. , - ",__ _. G U I D' El IN E � P4 C', 1:1 1". 1�1 11� I 11 . . .1 HomeWrapQ,Tyvak,'t "; ,,, � I I I I :1-1 I I _� 1,I CN NT I I , , 1-, I - - ,_ 00 I ,l��;:,�,,�­ 1-1..- -­­­ 0 04 1, . , -tl�,. I - a) .1, I - I "' � _ AV, _�_ , I_:� , , . I I . ­*��, 1�6-- It, _­� ". �­_ -<� I � I, I� . I ,,,.4�,,��,! , I.,- 0 ,­_ �...... . I I 11�__ I I &N I .- W!!!! - I . , - 5"^1;i ,W9, 4 - _� �� I ­� I I 001 _ � ��, GENERAL INSTRUCTIONS: I so I" �w 1�'�I "I'll", ,_­_­ 01 W .1� I'le it' �10Q___ I .- 'Wror .1 I ��"' ,�_ � . .I ito .iII , , , ow-,", 4�11.001 _ ,I- "_";.", I '''' 'A `6 VEA-11, AL WAL"(S-Z . go 'i _ L�jj,��' _ �.. WR Pt - DuPont,FlexWrap,,and StraightFlash-should be installed Oil - DO NOT STRETCH OuPonr�Flexwrap-WHEN INSTALLING. .,ii, I " ,�L I I I 11,11 ­ 'WOW 4;10 �"it�o4t"` . .11-! 4W, -, - --I'' �, I. i*.V.WV ', iIi , _i_ . 1� _"" 0, , ,P,� 14 , ,," "" I ',moisture,dirt, - DuFlont,,l FlexWra p�-performs best when installed at I 41PT P4 1 1 _ I , ,_ , clean,dry surfaces.Wipe surfaces to rernow 01000 ,�. !1i��� lx�,,;:I�',� � �, I I f�2'' I�, ,� 11 1. grea aw 11-1 ,,,, ,`,,,,_,_ � �, , �_ ,I - I�1 i�i_,:�tli�" I I .1 ,. se and other debris that could interfere with adhesion. tern peratures above 40'F(4*4 � ,'' � - . po", I IV V, \ I ,"� ' ' ' I I .I "I'. 11 I ,t" ,_ i ��, _1I_ �.,�t, , � � a I , , �, �') ,, t I I entire surface for a good bond. , For additional guidelines and suggested caulks,please call #,?_'0t' It' .- i'll 'i I .Apply pressure along lile-le" e I'Vot, . " I I I , ,�,,-,o� "I I II *f, zl�l I ,�L, ,� I ­ - 09' Stool,.,W,?'l 1 N I �'J', ' __�� _-(`l'_ 1 &1 . Remove all wrinkles arid bubbles by smoothing surface and 1-800-44-TYVEK(800-448-9835). *ff.,W,AV1 f'01- W I ' I -� � . .. I". .1 I I , ,. . ;"'__��L��i'�,i' �111 I I �&,iv �� ..��, ,�"'_��;�,� �- 11 10�­ -y" I I -- I I ��:i ,, I repositioning as necessary. ,,_,,,I,Iv,, 1y1V,;­Ir I "', I "I","'.." I le��,, ",� f���! I I � , - - I ty ,t lill�7 : :4 �I ,�L­' '­-��_ __'� I " t#�� I ,V, -,,, I I �� Aw j"04 It -- � I _ 11 - , i I :. � I I a -4 .,J&,3 wo __ '�, ` ", V, 1%, �� , '. I I �- .I ., -;,ka,',',�-1, I �klll'­�11'_"Ix-_ � I T ,"t 1*14"F tolladt porn0r,,. .11 �N,, I APR ,_ " "", _11-111 , �, _�` �, I - ,,�1'�'§T_ I � ., � 1�' , - , � , I I , - F� , , � , I I , -- � - , �i,", I I I k", , , mirtinluf!l _#t,I, �"2-�'i I i" � �! ; 11 lt�,� I ,0:61 I I 11�11��,r� F �,Z'�\�1' I4, i lealinno,WlItwit I 11 , I (I. I _ I �, I . X �� 11 _:_�, - 1 111. 'I', , - -- ,";,- �, � � I I I 11 I I 11 , ron, ,,do I.,,,,,-1 N 1, 'Ili , _ I ,- �ll. .�_, . , I —_ _______________ -_ t le � I , -_ I I, I � I I I . i � ____ I I� I �;"_�; _1 I - ,,., It. I;, : oripo iyatta(tto I i 4 � - , I � , , ' 'I � I ft;Ap '�vvjth I I � I ,,ror I i - "'lot" I - 1� ,, ," ;: � N 01, 1- i t, N. 11 a I I _ _ i . - I wl�;voio, , I ,ply Wtap I I wtoi,,, i - :" . I - � , - imso,nir I I �51 ,_- I I 1, � ,�using p1ho4ives: I j 1___`-` I I d. ,. " ��It .. !I I - "I'll, , - ;gcqqye� surface tip1ttmu fj�t I . i�_ I �, 11 1: ��. 'y STEP 6 'It" ,, , . , . � . .----- �--.-.-".-....---;.-..�.�.�-.-"�-�.�-�--�--- , � , ­ I . 0 � �:, I 11 I V - � 'I,"i r 't" i . 1 1 I 11 1�. I I 'M de, . ,"I I I - . I I 1� '. I 11 withpol"ure I I I "'; stril- ., I . I � I 1 - I I I I I � �, �I , ., I V ,,CAL pp0m I ­ I I I - -RESISTIVE BARRIER FOR WINDOW OR DOOR INSTALLATION: � . . I i , I.. I I I I 1 -7 1. � :, 11 I .eIWdmR#c:ci,r]atiix�basO. PREPARE WEATHER I I I li .-IJ ,� � i 11 11�:1 �7 �- I , � t_ 11- ____ 4 "I I 11 I ": , I :I I I I I 1. , 1 N'Y'4 1 1 1 1 - l, _:,�S:� I " ." 41 1 0� ,, I ' -N I I .- � I ,;� 11 I A 1n:vert" I ''" ' I 11 - el", i ,Ica"'stnog'spa cold ...... ��! 1- �" -1 I ''I'll I . I I ,t , ,. , 11 .1 ­ ,"..'t'1.2. 1, I A. Make a modified"I-Cut'in the weather-resistive barrier by cutting straight across.the top of the window frame,fram the center Ii; .., I i , I L, 11 I I I . ; . I I . 'ap , � I I � . ll I � , I I 11', !,Vs,,, , - rciXimotgy 4' at!- or(see A). ­ -,,;', � I ­ , 4pp " 1� I - �;, , �i 1� `,I,�� / I I � I cut straight down about two-thirds of the way then angling the cut to each corn �I I I I I 11 4- �, " - ," �. I =j 1". -41 "I 11 I I ,*-,N 11 Fo`_ , . I ,� ,� ,.� . - �� 1: N, I 1114it I . Ois'vof�tigdoft6, �I �� ,,�,�.:",: 11 I I� I . , lk� *I . , , ,�, I r, 1r.. I �X', _1� , I I I'll, - -I, , 1" . = � I I -I '.': � .sheathing or traming members and allow head flashing installation.Head flashing *IK!! I I I 'r A, 1 -2i, - ' 0 - tall`1-800-44.-- 1 r;a - - I I I I . 10, - -a&g., ,; �, .1 I I �'I''i�� �� -, It , dolo'o, ' ' b, - I �,,i � I _Z_ 'l-i"11.1, ",­­ , B.Cut a flap above the rough opening to expose ` � I I " 11� ,:I ­ -hould adhere to exposed sheathing or framing members. . It � i,11 , , , ,�i I ,, " 11__�_ I � .,�� 11�4�4 1 � fts�,Vos Ill I 4 V,,��,� 'I", , Q I , , �." s L. 1. I I � ,,��,,"rii�,,i,,,.-�� � ,� I I I ' r"' - � .1 It, ;­­ ­ 11 %-, I I V -Use clar,ding I I ,�,� I ,- . - TY EK' j ., I . :� � . �- %N11 I 1. , ., 'an DuPont-F1oxWfaplg at bottom corners onto face of walL A, Apply contin uous bead of caulk to wall or back side of MCVEIGH & MANGUM I , T.11 - P", . � - , , . V Fold side and bottom flaps into rough opening and secure. Flip head flap up arid temporarily secure. .k F 11� , i 7 -_ I " HINGLE­StucCoWrap,* I I I%Al, ,� ;�J a sfav�e'.irs'a s,�pejrrn I - .1, I ;IK,,��,� ," 11 _anent: I t I I I 1: : I ,�, oftrbar I 11,v I I 4 , window mounting flange across iambs and head,butleave ENGINEERING, INC. ''I I � , �, I 1��­ I , I I I , B. Firmly press sill flashing to ensure full adhesion. .1 ": , *od,qe,ofw�,9p_' - � 1_11� ,:, ;; I I .it eansiolf.atr4ichment. I . � � 11 I � 1.� ;.",. ,e,1, NJ , , 11 I I I I f, I . I I � . ,, I .., lk-,, N, 'I 1, , ,� I I , I bott I I ' i ,. :, "' I � I ,i se,reed for ftoliket.�'Irinili Wate 11, Xv� . I I --0-------�-�­�_�.......�......I�I�....I__­�....­­_]I C SECURE FANNED EOGES.WITH MECHANICAL FASTENERS. .. om sill flange uncaulked. 9133 RG SKINNER PARKWAY I , , � 1-1 -_ " "I"', I � 1. - _ . � 1. ,,, I--I . . - ,TOM SILL FLANGE. '�� , 00pa aw"t� I I .�;'N . '32256 , , ';(' k, � ;!,� , �)�!_ ,�' I - `% I " 'L I I - -I I­ I ,0 It* - ��,�,�,, ,�� , 1,11- 1 I'll I,�, i , (i.e.CapNaits,staples,screws,etc.) JACKSONVILLE, FIL 11��,�' ,;�',I�',�,1,1�',���I� .� i I - . , '11�11 1;::%l ... I I W� or 8�00 NOT APPLY CALILKACROSS BOT I I , ,�" , I I, , , , , , *' 'llt4"I I '. I I �­ I 11 go ,,�, - PH: 904.483.5200 - .' 'I �14 V�e I � ;�l I I �. I I � �,,`1'44� .i I I I I,,;,,, " I r f;w�_,.vt­ 1 1 d-i", I 1 7 1, I i leakage I I>S11 ��, I 4� , � ­ "I'll" -I ,, � 'I,) , Formaximoma"i I 16"IN L,�� N '1 I I ,�. , - I IV I ",­`% ;V; .. I A :4 im,!IIIIIIIIIIIIIII IF Itl - " - i�-" . I - '�) 11 l ,--'e�� i rja,46iot li�sea,Imm p wo, ,I � , - �', . I ( 41 140 � ,; I � ,, �l,�,-,_I .1 1 ,1. 'N" I I I . I . � I I t!I ,,�' ___ 11 4 , 11 . . I I -__ - ,� I MP&FP I 1,�� It I j;& I "I - I �1. ' b, " , irecpy ove , I -I- � , I ,I,- ,I ,,'�I , T4 , ` � 1, r ! 5 - '00 ­7:7�1 . � I � � ��'�,,,,,� I ti�;v � . � -;,�k I I I - I I I 6A J�Wkep I I 1 I �_ - J, 1 , � I.", t � I ! , ,-�,�, � ,tt ,. -NI,,IV .1-Ti. "I -, . ,[",-t" ; 14, - I . 4- 1 1 1 i, � - . I ,,, jt.; ��, �, I­ I I - __ MCVEIGH & MANGUM -, , � .�cre'6d.060!` ` IV 'k, , "It �� . V*_� I ,: (ulk ri%0.010 I ofoil,d I llodkw�iodo -. � . I I . f�_,k, 'L I I � . 'S Iti, , :1 I : - I .— ­­ ,_,_ 10-11" � I . I I 11. -, vind I - 1 4��..1.11 " , I 'IN ,oVvs�OAd�do 0, ,,,,� w- $ ,� I � - I I I I , ," �i�_, I k"N I ,qrp,�, ppol , ,, . , N- , 't, ., ,,, � � I : C'�_� ___- T A01, �, , � , , �I � . h M, . I ,,,,, ,� I'll ,,;" . . -I wif s�bottpmrpWoy ,li;, � I I I , . I . � � � - - � I � I � . . . .. I _\ "i, " ,� , � , ' ` I � 11 .01 I . . , I ENGINEERING, INC. �i � ' i i � 11, I ". .1, ., I 4, ki-, , , . I ,horizonfAll I', , It ­-P"I1 "It" , :1 5��W, . .n__,-___`- � .., . . . _�� � - 1, I I .I �, 1,_���, I q - - I I ____1 I ��. -N -09"V -y . i�� I : W-aw, _� . I"l-I" - � 1;, , ; � �1 ,� k ; . I I� I - . . ik�. .%,,.�',s ,,,, - I �_L - '. � 1. .. . I , I I I , I � 4or : 9133 RG SKINNER PARKWAY : " ��_­� �, � � __-, 7- ___ , , I . - I - , � , I , .4 . ,_, I I I 'V_ is� V� � I I t�� iR�- I I -1 " 11 11 � � � I I __1 I �� I I � - I uj I �". .- ��­ 1 `­ -_­_ I ,,, ,!�v " i STEP 3A I I I '11�_, �­ � 0 W V, i I I '��, JACKSONVILLE, FL 32256 1 i � I �, I - I � !� I . �_ � I I � . � I ry I .. .1. - - N2124 - I � r 01� 1111,� " - '"II-oo", ; I;� _1�k� D,,, PC - ,_!-5i� - . � � � -,�,I D ._ , �__ :�." . a 7 ",­ � 7> �_ W ," � 00' PH: 904.483.5200 1 ­ ' i I __ to I . � I i , � , . se'o ,,, - .,-i I - - ­,,, ­ T�� * , , -1, �_ ur,'�,T.�yokv.w.oaiii.qr,rDg'islivq,-!Jqr.�tv.!:, 1, I ,ow 'itt I "'Wof I W.N,PC � �,i:-i . 1 I , I I 0 1 ,i, 1, I ,; �, 40!" 13�_,,'. 4*,!%_1. I 0 owl��__� � , 00 It, , 4 . I -, —" ____111' 11 , I I � I , -- - ,,- 57 F� _..--- 00"",-, , ��., I I . .7.,­� - ;�1'_4I W "ZZ41orry icams.tudlincAlvittl I , I 01 � * , L' .I11(I - I - ,W;. i C I -1; I , I , _­­ , , , Ir W- 1- - , "'T., I ",� - . I ell ,l"`I",.­ ELECTRICAL "," � , � I .. . � , , I I I - I �- - bou'lifisulate'd hJ-1thifigbdard-bit' .. �,,_ 0_1� I , i ,oa -.V "'O"', �i�� 'It:,���, , ever , 'ert A , I .."I", / ,ii,0111� 1�t,'�I ,�� - Y' , ., 11 , / _1 -- `tv , i I':, "I�'_ -1 _r ! I i. I " 0 Om ­ .%:, I ;;;;�4 � - 1* ,��, w ,s da I �-� �:��";�ill I I I - - 'C " I&W I , �,:, ,;�_ ­ I ­ 0, ioiie of 4041 swo ,t,"V. 6 IL I � I I I I - I� I - I viwi- I .0 "1.� I � -A-0 MCVEIGH & MANGUM I . I �, I � () ' � ,! 11, -1 0, , i I 11 � I e_enor gypsum' Irio5rd,0§44br.ge h�od,dr 1 1 .. Ai .and letwer top platiqs�,W,ith 1, '0 ''I I I 1. I , �4 ry . .I.. ;P10- : I I 1 )d ' I '', ", . I . -1 I'll , , � 4;��, , ' ,,,, mj ,,;. � 5 , , , , - , 3',;7o"', , ` _," I - - , I _.., 1,�: 7 - 1, 11 - we � 1, 11 11 < ,Wi,&-4eadnai s sucha"a" .11 I I � . 'q, ot Irl .. I ,,,".,"Ati- - " �, piaso:w � , , , ,,t- I , I T ,tkO,A est,practic �111* , I I ­�, 1;C...... I ,,o "..I,' . I I I , is.ab , ", t1v 0 ,,t' ENGINEERING, INC. I :: 1, , �­�­- 11, - : 31 41 1 , I . , ";, . � I : , I &'I, I ", ' S:,ir ), , � , I ,yv , ,;V ii ,,,, - 11, T_ I 11, , 0 , , dii I I A. 1, i . 1, ­ I 0 ' v '-p§0r, Tillp, '.P,,,c,ovv , I" , It k allf-4oilr6"1011'soants I P",* 114" ­ 9133 RG SKINNER PARKWAY _� I .1 'I" , 11 . 7) TV I ..I ,� - I I -�, I " - I I I � 11 1, _Wdb:sf6p1es*it1. , oo"­ 16M.- _� I " 11 - 7'",�', 0 as cucq� - I , ,,a a-tt�­; its.6. a8ers a04 1 04 ,__ , � !YW Ior, - JACKSONVILLE, FL 32256 1 X, ,, - , , III, - , . 11 I �, 'a a jols " e ,� I '�r�I "�', 1 I i' .� I �1. . . I - W"Poe " I 'I, ��,�, "I L' ' It ­ I " � 4 ji"�'_;­i_­ , y n, n al 6 d it i� 1 FOR RECTANGULAR WINDOWS FOR.ROUNDTOP WINDOWS ," �Z� 0O.- '4jol'o."O'O." .� ,,,�_ I J6, Z rS [i�c�h i6i"trip cr,owrt.cao so 'Uq�, , i raI[QVer1qptwritth,7!c 41111, �,I, " I � ­ , I I , ,. , I " � 0.0 ._,,,-,, PH: 904.483.5200 1 " _ _____ 4�k - , , /i -I 1, I ; l- " ,��_, 41* -1, I I "t, ,, 0 0"po"AtP411 0 I ape. , , - i ___ ,,,Il`W­ A . 11 yvek, � , - -A ��, - ' ' -Ri 145 4'� ltli;i, , of I � , .: �� - "", .... ,, I , , 11 I , � I � ,,; , , ­­,It 1 ';,�_, '��el_ �iti-,-,�� , ,l, I � I IC - - -11 - W ,",,"-I ""I 0 ___ "t'"/ � LANDSCAPE ARCHITECT 1,I-­_ ," - 0, ,,0t--,,­t�' , . -I �,tl,,-, .I,, LL I ,, , I , ,,, i, � V 1. "I Tl�H�W� , ,, " ," Repair an accid'ento, (tears',.1 � � MI I �., I I IV , - Wi , 1. . �,I �­_ . 0 , I . , I izm,�MIIW, 11 I I l, 11 �Z ,I"I",' , I � 1-- I I 'daii)a�,o,,'o,r,,,P.Qiietro!iQns,',, 1 5 0, I I EUTHENICS STUDIO � -4, , - : 11 I- i�:! � 1"-�I_;�, 1 , ! I 1 ill", 0,6 qnt,.,tItTy sk-'T ' 9. I ;, .- 1650 BEACH AVENUE , - � :,,, ,- , Z - , ", - �tt�,� I I . 1, with P I ,,"�,,,., , ­� � ,M ap . . f. il W ,..v , t , 00 , I i I 0- I _:ill e - U) QM :L___�_ I I W . � � � z , k Z . � -______j -, ���" I I - I- - . I ATLANTIC BEACH, FIL 32233 ­ ?, I i 1 . , 0 , I e��S,4:�y .4 In le. i - I i 5 Ir , � , fe , _­ - 5 12 . I , � I � I * T () Tb�.m1rac � ic .� , PH: 904.246.6219 1 � � I .11 I I �1-1 Z I ��; ,:1 I I 1 . i, I Lu . I I , � i- I � 11 I I � �_ - i,,,,,,, 1-- !, � . � �� �,� _ -� 1i . i;I�, A "I � I - . I -��--, ­*,:, �I- � ,� , E � , I�, � �cl�!, I - I ,� REVISION DATE �,�-.1", ' `� ' 3: ,q "I', _ -_''4 � �""�, .j I - _,i, �,;,j,�,,I�� I , � � t I i��,,�,, �� - :� I iP, 1 i"_ ,, '. _ � of I '. PERMIT SET 12/13/13 1 , " ; � _i , ,,,,-,, I, � 0 5t. 11 11. 11,111,1111, 11 ­­­� 1, -­­�­lt-,��t,t­ _, -f�- FOR RECTANGULAR WINDOWS: I �,I ��--�,�r�,;,���=�����,-���-�,�,-�,��m--��� -11 I-.1-111, '7-7�7n��t',"',­��'�t�t"Zi��_.t:­",,;­t,�'".��t.��, �, '­��­ 't: �0t,41 '� ,-:I! - .I I ; ,:! ,i—V,.-a 6 I � ,��Ir­�� "t,' I :�,,-t,,,t,il,,,-,."i I :,� : ; -_�t� , - , W .% � e I � I ,,,,� ­,��I - .� FOR ROUNOTOP WINDOWS: ;, I .- I. , tt4,0 �C�wcit�,� 4:,fJ',,,QJUTI5 ,; N�QTE .,,,,, � I I I� . , 11 �11� 1-1�- 11 I 'll , � I � -1 - -I,-, i�11- I I , " 1. I � . 1, . � ­ - I,11 0 1 ,o� , V! I CL "�� ivt�bo.,7,7�,,6 "' 9VX9,y1X-,0,i, �,-1 I a �� � " ���:vk�NoAi4fir�s`i �4#t -1, : - ­� � 'i', t, n;7 Z! I I I I -____-­ I­,___'__­­ - -.""Y'��,"�"i,­-,'­­,I;_il t�, 11. ��,". � . I I I'll- - 1, ." '' ��, �, , , 84 e 1. I . . . I � it, I I " , I I , . I l' ' : I Ilf, I 1, , , f i, � I I I , I �:�; � I I "I: 111. I'll, , , , - .1,-,1, .� � I I . 11 11 �� , , I ­� I � � I �I I ­­......1111-1-1-- I ' 101 1% _; . ip, 11 I 1 1�14 _ �t 6 � , " - � � n i I I I � I ' � STEP �� - K 1 p ,I I - ­­ e ,� , '_-I-_-- 1-1 ­­­I'l I��,� 1 -MY I'll I II I "I'llo ,t , -, if � 114n, C h ad,abeiti I W 1,1-1_1 I U) "'N I I I I I 11 .. :,�. �,, 1-11 - I - Z & tristall window/door according to manufa ctutrer's instructions.(illustration A) .- N ,1 ":� I �.......... " 77!71 , ­ 1. - 11 - 1�, A I�. 11 I 1. . _­ " " 11-1-111.11 ,:,I:,� ,, < , I , I I I I �_­_­ I I I � I " I'll I - �,',- I , 1" A. Cut head flashing at'least-1 �tilonger than the arc length(H) Secure outer edges of head flashing using methapival � __ - - I c ------------_"' ""' " 11 . I -1111- I I I", _11. - I I . ,,,r ,2 1 11111 I ­ $ I --,,A I - - .. ':'�4 t� ,�� W 5.. Quttwo pieces of DuPont',Straightflash-or Flex.Wrap,,for jamb flashing extending I"above window.head flange and below I'll Tlfe6ill t T j,Qj._� I - , �; I �,P;�E-,`,, t',f"IC, NS � 1�, �; ., ­ I I ­­ .­­ 11 I., I I - . I � , :Z, oi� I I 11 I I 41 r, il 'I', � 11 �oi "I I I ­­ . il,", I,_� I �rl,:. '4 "I- .." � 2 . 11 . � fasteners, (eg.CapNails,staples,screws etcI.. , -�-,�.-,Omif,,ja��'O's,��,�,�t�qo�g,�go,�i�t:�,�i��', 004jr!�v,�(.'j , A,','.9#��O$Pqq,� �:�k:�lrq ,' L �� ��-,,: "��i,'�'_�j , -top window, �,;,L _ _ _� � .,of round. I'! " '. bottom edge otsill flashing.Rernovereleaso paperand press tightly along.sides of whid,ow frame,(illusbalion a), � ... . Jv� ,q -1, I t -i­� � , . `, x"t, '' , - �� '­,I : , I 0, Remove both refiJasepa r I In 0 11 �, AtIon., 11 �4� ji�,��:r-,f6iii�"-6,,,;, ,,, ' , " , " Z ," 1, I ­ ni" I gl�ro"arf-tel's I I ,I'�- I -111 . I � " ,i� 7q �­, "i, I , I to ff�: I - M . It "", " 1,1119i_......_M,v rM, , I '� ,�, -,It�� , _1111"R1.11 _­, ­ - ­,"', - , vl� �!�1 ": �: � Cuta piece of DuPonr,StraiqhtFlash,�or Flex`Wrapm for head flashing,which extends bey�end outer edges of iamb flashings.Remove 'i� 11� 1 �P'I;q.q4l�_ i l��,� ,( - . , , I V ­1'1�" 4i ,*4"'I, I I 't, > � , I ' � �'t " A ,, pe i And install to cut for ar u d �,­� I C I ,, ""' IiNl'l j,,i_,,�,�i,!',I,,q',,I-� -:t . �, � ,, ' � �,�ll.11161,14­ �A%i# I , : � � �_" 'I,,�,,.-�,� 1: I op t '' ,;�, ........ � ;, - � 11 I I I'll,I 111.11 1.11 11 6g...... ".,,, �_ , , I l-, ,,�; . :, 11 _Addip ., , , - _ ' _d t� -,_At,-_�,�! �_�- 4, -, >_ release paper and install completely covering mounting flange and adhering to exposed sheathing or framing members.(illustration Q �, '.of window,covering emire mounting flange and L� I �,i , ,�,,��, jq�,y�t�' "" --;", . i - 'o ff#.c , � , , *, �, � 'ght ,.4, ' '�'g""�,,�t,�,�"i'�,�,y�,,��!, mrx#�__ �, 11�1.1,1,11­ I"! t ,t;,,­q_T� ,,, ,�,��, "I M � tn� - Rx" ,49;, v, , I � ­ I,��;', - . . Ohering to expose qheathiqg or training rnember&Head ",, ", ,;,��Nliy_q, I ,� ," ., M� .1 �� w- I'll, .1 � � i �,t, I I , oitetotp"thegsontrib �IevlifgtgafitTllbflh , 'a 0 I r sista nte ot,Ul t, � 1.11 (-_,'t�4sfguib�l�bll�lbflth ,r, - ", , , W i. nZU 1, ,V�qq ,, !9f,, .1 I.,", ,"Yl I �1"(4,1iiguid,�b"'.4fill , ,�_ � ,Upuajapjq�y .�_w qfgt0'b'pb','.qfq1 I , ,, 51 'flashing should overlap ,hings at I east 6'. 11 ,K 0 �, I _ - t� _1 _ � , :, , 0 _jamb�.fias -i�,� � Oyr _,,,*),*§4 ,M�V, I I 1-,11 l' ' 'I'' - 11 01 �00 mi,Tm,k ,J;qqg0'V40rQ4f,0M,,,o 4j, I ,, I - I 00-1 � lU 11 6 11.11,111 ,10, ----l- I , ; *--;;QoF,0qt7,Fj I 1�1 I I : r 3 . - ". ", 4ht:,QUF0qt7,III �, � �E " _1__'Z__1 I I IV", ___­ "I.".­­. ­­,a'611,--t--, �111­1­­­r, �,_,­­�­ ;11,1--6 M����l-s,!9mt��)�!,�F,,�)�i:itii����,�9��!�."Y�,l�.�,.,�v�1,�,?"!,Ig,,",,�,j I �� F, ,�. , 17, _� I W � I je,", _i� .I . "I I'�if,,O�,!,����le.?�,�qrpp�rAlI , tralght �esn,,--a,(.,P"Mape�,�ot-�,:Psyn u1j;fQ I _;--i'll, "`� ,,, , M9 Sif�.ighuilasW.1 I i r - - e'l I 11.1.116-111 .11 1- 11.1 ,;, , ,I�N ,,jrt�tio,�,:�'4qgEi§W'd,l�f;�l�g, qvwt lbw$' ; l ". I I " '90I,�UqT,�rt, ­!,�'.,,�4'0f*-�'y -I tr ,qttiFq 14, . i � r, - r_-w!li,��, � I gm7z%tt , � ".111clowsj ; , � P , " i ,,/- ;�4y,�'?�,,!,Y�It# !,�#"'�tp, 1"o'r, 11""6__ . -1 _�__ I __ , , , , , ­� , -ligol,�l,��,R",;I"Y,qtl�),P,l� . t _­," s4f:�,,,,,,4'-' _,­,:,,tf,�,­,,iZ_i, :: � I I � � `(�� -,��,� � " _n 11 �'-'I", I I �00*,"(Vip,;�,5 ,00r_�§ �,m I � I ,�, 0 1 1 �� --- ­- ---- --I 0 ,I, ?7 i I 11" , W, / . ,R)"400*4 , li�9��,�,t'i'�!,I����,u�,ir,;i'§�j]� ,,','4't,,r�e,q,"t-t,���'i'K,P,Ii��,9,�,,��� I . I I,, "a ',q0MkkQ1Pq'.j',q �,On,kqft1#P9q��Ajo#00.00rtqpjkygolff��", iiqg��; >_ 9 --,;� I Z- -,I 1, I.. . " , I - LL I " " 03P __-I--- ".. _,< - ti"lM, t�� - -I 1� '01:01,fia � , _,M:NF40ij�i , - I I ,. _Q`4,�q I:1 I I � . - , -­�,�C,: - _,�I 'T.v7w,�;��,11 - . 111--b-1 . '11111" I :.� �. Z I "- --- , Dpl�� __�$ �4 il* � eni"ralle; I a Xre,r to!",S;%te du]Iqqi�,4 P I#,0006 Iftspit 111ate r 1 als-a f1d j, I � - I - �- l�;R,hf!N��"", (q) I i . . .1 I I 1, I � - . ", I i� � - :1I-- " !1,0,�� u 4 ,,,, : ''I - < ,I � �il .1 I zW9,; I e - _. --- 11�---I - t�� ­ I I � : ... - _�_,"m­ cr�'151`1 'I,,011 11c, i�l ­.- 1 41 �I I � I -- "t, I �, I t ­,, ,, Z I � �:___ ", - 11 -1 11-.. INSTALLATION TIP! I 11 -1 1!9 Itk il-I m, -1 I -I , - ""'��L'' ' - -�,, _)� �, 11)6" . ' ' � � , I I ,_ - I . I � "�� � . "6. "in; ,i . , , o I - . � , J, I � ... ��'�,_�111 ,Fyv;�-­ N � �� .,:.- 1 1 ;,; ,,, ,�� it 0 1 � -r- - 1� ____ - n, ,�,�i, ,, , ,, l,it 1 I W I .. . 1� 1"ll __ � I ll,�,;; "I". . . I" - � - �` I ­.,:... .. 6 1.11 i �_r � � : 1, J � ` , I,It;­­­,�­ ,7! �,� ,I!;,.t, "i " - ""' -----' III, I ,�,� . , :11,1-1 jFA77 ,. 11 e',�:tIl, � .. ARCHITECT'S SEAL I ...... - . - - ?11�Ri J........._,,_, 'It............�0'_�";_�;;, ,I I U : - ­� `_` I __� 11 I "M ___ `�2'�;_1�1'1_ _-�; I ­,, 1110-- I . � I .1 11� ,, �_ %, -'11---'-1--, "" �........."'i I 'i, ,� I 1,1- i ,.; ,,- "", I t _,_.,,�`Nt ,�,_ ill I , , " "', , "io't�st� -, ,_kOl , ,!,`,`�i� , , � _dw--' I,--- Remove short lengths ---7 - lillllltl��, 1.I—— I i _�F_Ilt­ ,d,- 7 "I �--------777�`77�1_,�1_7�11­�__ ______ , A,- ,a , f ,� ,, ,,,- ,�, F t `_ , -, ",- - - ",- . , ",t I :t�,� ,, i; ;�� I I ,�"\ "'" U, �'11'1 ase papers,begin :.i ,-, ,. - i �iojvjirq, ,ploqeo,� ",- �, � "I � P1 Z I -,,,�4I,�� �,�� im ___V1 � �11 ��"_,_'_" I �I�- . I W, Z,�N�. ma 11� r I i ,I,,,� 7) a Oil, n mirtim im _�- -�ii 1, p ,i� tw� I *� I I I -_ 11111(l , � � �:11 � . I I t��..----.,� t II'Dup , ,; '4410,�,'4�o,-j4��b,w6�,,�Th��,ijito�', INit � -"I"11 , . ­`_ , 01 � - I— 1-li I - -­­ _1111"� i __ ". &O X& I Ile -,"'O , li-1-1- -1 � ,M'111 �­Ir"- WC, C installation,then repeat ;1111 J.".11-1-1 ! It I wt rI.1- " 91 , : I-'rill, l", - 2 I— 10 "I" --� - f . , -._ Pill - I - 104 -i , , _� , ._ 1.1 1�� , , I 'o __�__ , I I , �."., ,OtV4 � __il �,' - �� I, - �, jj�.I 4,.- _,_�, - � -, N -; - J "_,W 060001-- ­I I 11.16.1,-.11.1- � �,,1, - """, we overlat 4� _,�_ , �_*� _­_ 1�: 3 2 t, - I - ; � I . 1i " , - - '� `_141"'k,"'I"',',�� .�'I'j�,� ,4* __ . . " ��,,,f� 1. , !11 ` ,bw;ij�ii'i� i�'qhl � ­,,, - "',, ----- - 1. ,,, _ - � �� "_v3,11 , f "ce k , -1-,,�­,',Xle- -- , - - , "' - - I - - 0 wr '1- __,,� I -,,-- - -, n, �. 5 � l- ,_ _ , ­­,"", - _g i ow*' -v . � . I I , I 11 . �,.'�,S�,`>R;i�,_��,, � ; 11 11 - _�� I " . Z11 terfAl, i44`�` � U. -, ­­ , , ,.; 1 4p, ��,', 3%��,,Z�,,t',�&,�,` � ., until installation is ,.- """ �I....I 1 lt�,- 1_11"l-, 11.11­­.­,­­­­ -1, '' 5�75,� . - �11 �'111 _ ,,,I�,�,-­ "' , � �I 0 1 - - ­� I '. ,0 �, �1' ; � _��_,? 1-1; ­­­', ";6 lr� It ` 'n , ....... � `­;_ , "' "' I-- "" , ,6,, A?_ � I � ---� - �, �`R �­- - ��,ptjt*kt*�,l��,.�"i,:�.:,��,, , � k: � :, , :""!�� Z"t;­Z;'- -L - '­---1-1. -_­ �­'��' ; - t�!��4q"YP�7r;WM#RT19M , ,, ,I �_­_11-11,1-M, �, 4404RW ': I I � _�i complete� 111,r_5.__�11��", I i,; . , " . ,1, W !, �"'-. � -- � -1- - � 01- - 'i"i . - 4ff-, ,,,, ,!� . I um' :A6�....... ,, _11iI, 11 r0iia, I - �_ �'_` �__�� �, �_,I 11 -.1 '.,I ov, � __ ,I I, I I, 4 IMFLlt1Y,AN,VA$�, ' i �, U) " - _ I � , �'­ , M,9,!P�tpl:�p�e,;Ing!p,!I��,�,K�,9�:�tt7),q,pt�,��,pg�,94,Z"",,��T,�, ppl"W�Ap��AA��5, 11 ! � , � i 1Z W�� (k-) �� 10 i- - i�! �_Ili. ,`_,_,�� I I .-;.- ,I ­ � : � 1 : I'- �,;�,;_',I . �� 3: r', ��11,. _______1,P ,,, , 4taidor-P'taou'rmon uUr,0f1t.VV1tt�T,qP;aQe�'qa ec,u,�'Wilille,r(al'at�"Pil,�f,4 RMANCC ­TRE�P.Rdbu ,OR " � , lI , �­ __ t, '_ I ,,, �, 1, ii*� 1.1.111,-I­ ,.1. ,,,,,,'1,j1&or­,­­_ , 11 1� I I __ ��'. !�� , -1 , ,07:9,P - , , 0-1 �__. -,-"-,-,, __� 1� ­ � �' I -1 , ,, , � 4�ell 1. � -I - - "I I �11 I �, I -11-111,11-1l.-II.".1-11,111,1111,�'ll,�'ll""I�,�Ill""."'�.......­ AjrART1cuLAR�U.3E:ThisWf b dl,��'otmr$.'i I I _ , 11 .," � � - - -, _­�­­­­­ ", , , , I� I I I I IMQM4�199,1� XAV n_9 ".W.,e_u5e , _- 0 ,��_ I I �"�; I ,--- � , ­ , I ?"t, . � , �- :I W I 4;�_.Iel _,�� I "', ri-a�'I'L_ -7----71- ---'-"-,.---"--'-'-,-------'�-�...�......_', -I....-1---l- - - . z - �id __��4_�_�- - 1. , , 7�' ,7?.�;� �,7 , I 5 z .1 � -Z - ,��ylir"it�9��,�llf,�t�i�t������1,19��, R00da-A, 1_r Ii, IR - , �� _r Z� - - -, � ___-, ­�,-- I -W X R Ittl N,G, 6n r;w ,Q ,P �p % � I `­ )��,, -,,- 1 001 1-1- 11 0-, we 1� , �, -�,,--=�_i - ; -'' �"", I �`' I - _�,i�l� �� � 1.11 I ­ii;�t, ,�­ I z , I � I � , , i- � 'O ., *W,tIt" -"i "', 1,-6 . rl_� , � _-, ,l"i . ­ ,� I , 11- -I F � �_,_5_1 , I ,_�I., 11 11 ` I � I I I I I,t,�, 0 , -- -",�,�!ip",r�,�p�!;fj�,�.h,,�,9�d''E�p�,t,p#,U�,,�o, � � I , , I 1�"'',�_,,�"!p , - "A �,�g­ . I TYV07�, (,�� -ttyPji06q*h*gJf) 4[49, ;k, A ", ( ,"Ply. _ !, , I �" �` __ ,,,,-, 11- 11, , , � , """a",11-11111" I , - - "I I I I 11 ,. " I I , -, , ­OoI�Ioeiw:t, � , '.. 119 11 1-1 ��' Ojkod,.Oii�"j',ii,,,".Ooj��q.ii, � 1, �', - ,,, ) of a !� I oi�I '..-Ie Ibioa� 'it, ll . 11,N I i "I �q ,�4�qio �1001!)�Pp,��,,��,,�19,,,,, r 1 1 1 Ii ,'' .. -- I, -1;1-1-11,­�,­­­ ,___ "'"", " I , . I 11, ! �­ , 1, -�itkjaf,X'��V3,0 f0II104 t0j:0$1,of ipr_�"_( 't1i0o � , - i�!I "K,":i"-,�� 0 � '?, I �� f� O"""'" 1;�two,wffi#-Jir's ,r�jfjo,jrjqo,ffi((�,�' I ­� lb . 1. "I ,,, - ' 11 I I. I , � ll�i Vi�I'It3t­�,, 0 i.- , ­ ?r% �i�-,,A�6�e7,,tii,",Il���,9,��!4iel"4,,I��y�,�4y,�6119��',�6q � �,,,, �:' r_� � , 11 0 I- ­ 11 " :, , 4���,tra-"#I� , , ,J,4e� ; �, Ill , �. .- _,eI:t�,� I , ,��,j �� , I �� -- -- ----------- -_ - -----____ . Wi-�dai44J4,j,j _ j4t,�j4j,'�,q#�[,, - : I ;. v�e,f � -A iw� . �, 1-1 �O IaI -------------------- : .11 Oi:4,'A%i,�s - * I , ,,',-t, >_ It,,,4 1, �ii 11111 IN= -------------------------- -_ _____ --_ III '&?2.,,��),Oz, ,, � "ol"', I 11 �,,� .� �� avo�', ,", '­ , ----------------- __ ______ . ­ ....... " 11 . �. ,� �_,�,_;�,-_ ---------------- !ill ,1 '.aly,-,�'�Ty,,Y*�!AIJOIPPA%iolk!,� ,�,- "- � I � --11 � ",� � :-1 ------____-_ ------- ------- � N�0,0�,!i4 � ,� 1� 1� 1401, M I- I 11 ,�i '', 1 ,--l"'." , ' '. ,", , " . " �,����- �. ; 1, i � - i , e , _i� 1`11 I I", 0 0 . I - I 1 2 " I ��, .1 11 I , �Z - ,,�'p,�!,i��,,,,���i,u�i�!����,,Ot,,,�"T"��7-,Tog, , I �, , (n �� ,t", I I .I 'XT 'R"`,0a'9i1h0K7§q,'.F' I , 1� ��7 ; n, .": r4turq'o,�yyp, ­� '�I '� I 'It � �n� A, Flip down tipper flap.of yveather-resistive barrier so it lays flat across head flashing. I ,'. ,'� , ,,,� I I Ir,� 6 1�1, I M, , I I � �, . no fa1W4VQiiy tro&,'�iIhi,:P,o1hf,6f I I , - �,� ___------�, I =� 1�61'"" , , . � � r q �, - � �,:� I . 11, 1, 'Ir 11 �, ; . ---------------------- 1111111111111111111111 �4 I e ', ,S�k_ ;;�� 11- - � I � �1` - �"!i Ell Tape along all:cuts�j ., a r;roq th DuPontla TyvekI&Tape. . I �� ,�' , d �111 vit' th r-rosistivebarrieranda, �s head of the window wi 1�t. "I � . I i� 11 1-1,11 _9 I . . - W I � ,'� ''I -11'': I I ,:i" � � - I - ,,I 11 ; 1-- MIZM�- b IIIIIIIIIIIIIIIIIIIIIIIII I ` I '­....� 1,11 �_. e_ i6,, I i I I t�, , , '' -0 ­­­­­ ,�� .11 . , a : � n I " , ,, I I I I I I C, C, ulk(using backer,rodif neqessarylto seal rear of winclow/doorfname toins!6 of rough opening across bottom'anda, t:okie,rr,�ttf , , #16 t4lairrWea's"e,pap"'T" si 1 � 1, I I "�; , ;1 I I - ", I 11 I - I Co " I Caulk(using backer rod itnecessaryl t seal rear of window/ _�' ,minimum of 12"tip the side n.�thd b ck edge: 't �o,d4p,q,�,,flqm.gv,!��t,-Ot�4��,,#�pgr"�!"rpqt, !��Wq" ,� ". � ,,,� I Z:) I , , I I �I'l�y,!,�'�w'�',�iiia,8iia,iotii�f�iti����"'d� " I "' � 4 11 WtV, " I 1 J6A ,i ,; I 11 � I� -f esistive barrier so it lays "I I I . r ,E140 down upper flap of weather - oj� a �� --4 -1 � 1i ,A �. I ,o I _ ,s,to form a back dam.To air seal around the window opening,caulk completely arou'd .. . a :�_ �;r#��p9g!d,ppt,',0,0,A I .1 �' . � I ­ 11., , - , � . , il, I.,­ . : �1 1, I ­ . I `�,iiji'&,sr ','4 �1 1�I , , R flat across head flashing. door frame to inside of rough opening across bottom and a fl� of the wind i""it,�,mo,o,i4i4l'i��,Oi�0"iif,,0400ii , W46016,ith yitilf,f,� ',J�jrfodlro�-�, I -,­' I I � ;� ,'��", 1�_ -1 ,� �''i, : F_ I- 1- ovv pe(IOWter. .1,11, ;..........1"; "I , 11 �, I - _ I - I . 11 ,l) � I - - " iorO�q"LviIi,!114,il",�"soq�,�'ti�i,��,)�"I)iio�",ri�,,�,i��'�' i";;`"' '' - 'A" l­�4, � I I .I �­��""i,�ti,;�I�g',-",-�:�, U) �"11 .1 �!,.. ....�,, "'J"', ",, iio.��,,�,ii��t�l:$'�,�#!g!it,.I�;,`�,,4 - 1, . �� 1, ,� "I - ,�;� " " I , ", ,, -,, , , . 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L � I 4 ,� �', PROJECT NUMBER � I t� � 'i ;, z �,` �_ �, , W " I 1,� � : � -1 "I ,,� A — Z� �'V I ,_ I ,�:�, (1) I , 11 � �-1, I Lu 1 lit", �l, 18-11- . ,:,�t'11, -11 I- of I � I I 1:i. I _­ I -1 F 1. �� 11,1��, I, (n I ;� ' � ,�, ,'' , �_ I 1�'�, �,��'!.,, � Z: , - � , , ,-,, ` �� :, , ,l�"�,�,N:��,� (D I- I 11 I , L � , ,;�,,_ , ,�,,�' � � � 0� � � ," I., , 1� I , iit�� ,f _,�,ifi�t��,�%`, - _j I , . � t� , I ", -��', , ��, - � , ,_ I'll 'I I 6,-, I" I�,!,-, ���, I �, tl-1- ,_e_�� '�­ � I,'",�, _1K il. � 'i� < - 'i" , � :11 ll I � ",I � , ,' ' -It, - , , !- I�­ -11 I �� -1 I I ­,- 1- uj — � _Ib�� 1, "I I ":�, ��Z�,�11 . Z": 11 I 0� i 1� ,� � Z) � �-,_ t, — ,, . ,.­ ' 'I � � r . I-1 y, ''. 0 Z , ., W I . I , I I .1� 11 , I I i , I. . I-- ATLANTIC BEACH, FLORIDA _:11 - I . = I , , - I I I 0 1. , I 1�� ,,-,,�,_- , re I',- �1� t ,:,k .� _ < . : �'-, , �� , M: I 1, ,-- ,, , : I- ", t,11 � '. �11 .!��," � � I - _�,, , ,t � 0 I ',,'I,e��� , ,� , ,, ,"__,,�� I I 7) ATLANTIC BEACH "I" i - I 1�1, ­�,, I 11, 0 1 , ' 11:. 1 I I t, ,� 11- V 1�� ­ ' ", �r -1 �t � Z -_ COUNTRY CLUB I 1, I -1 - I __ I --, 41 _,,� " 11 �­ I I I �� ­ - 0 i,Il� I '­,��',�,�­ L - 0� -, I 111�-.- � `:'��d��T ,- () I I—- I— ----I _j C_ � - �,� ­�-i,�,' , I i ! ll��,,' , ��,j'i",IIj�.,j��,',', _ t , _ I r �, , . 6 � � FiCK 1 6 2913 tj-, I ," ,,�,,,;_�;,!:,;�l,' ,_;�, , - "�, .:� L- q_] ,,,�,_i ,i,I , , - I'VI , , '�iy 1q_ BUILDING WRAP I I I-;" , ,,�,_,�, C) I i I Z_i, 1%'� - "t",�:,�,�' -',_,,,�,�1_, 0 _/_ 0�, I ,I , � " a ,"tt" "--_7 " t� N " I,.I �!�- 11 - �, I �I, I��­ .­�,;�,,, �_ � , _� ------ 1��,­ " ,I- i _r - ____ DETAILS I I ��, 11��, __1 i , ,�!��,1�1, -� I ­11�1 — �11`1_�, 0 . "'I'llnil'--i 1- 1`1 . i-I­,4e ' ' R I I fY ,,��tj',­�'�11 >_ I �,,� , %,-,!lit,4,,__�',, c 11 "Ill '_'ro�, _�_ "i Q_ I _ , � � J, �7��,,, 0 ��,i :,_�:� : ,__, �, �­ I P_`� , I i () I I I - I , , �L; 11 i- 1 �'­� � L, I ,: I ��, , ' ' ;, � I I .. ��'�', t, , 14- These materials are copyrighted and protected under Section 102 of the Ardiitectural Works Copyright Protection 11 I , " , � , - �A,v ,-r ?1, ,I ,,,, '-� ,; I - tI.Iq " I , I � o I � 1!�, I I - , , , " .1 � � I I � , ') '1� " ,,t�, _i,' � � �I, I ,�, ,F Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and A5 . 1 0 1 t`�, ,�,,'rIY' 4i_ 0 � 1-- , I- � . I _ _ .1 . .� I �, _ ,�,,_ '' ,; t,� composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of I l�� �",,, _­(.j. � l PERMIT SET 12113/13 . - , ��IiIrl_lltl� 1, ,,, , , _­ I . I 'll , r'', ­i� � : � ,,, . _,,�; W these materials can result in substantial criminal and civil liability. , , '_ " � 1 � '' I .,".", . ,%, � ,��N, I I__ " � I �� ,�,!_,�� �: ."_�� I '., I , - � � " � .1 -�'t I '!� - - .4', . Ti,_ _I_ , I ""'' I ,", iI���l::":,""11 I � V � ,�,V I I I �.,-, - I - I ,I 11,�,v � . , ", ,� ::.1� I � � I 1-, � 1. � I� -1-1. I 11- I I - I - I I - . ­ I I I I 11 I I -- I - 11 ,,"' - I . -1 I- -I, � ­­ � I "I - I -, � - z_ , , , -�"-, I LL� t I I l, t I � ­, ,--L-,_i!l_ZL)_. It, / -1 I � I I - . I � , I ­­­ I � 1 I � : I I I _� - 1C, , I I �, c­jlilly l, 11_i�,�� " 11 - I I - � - - 11 � . 111- I I - - . - -1 ''I -- ,'____ , , ,_ - -L-1 k_�%I___ ,IS-1-I'll - 11 � _ �_­_ I 1_L___l_ . ­­­ �' 11 I It - ­ �` - � c� 1,j I I I__j-1 - - - - '-It� - i'l , -, ' 11, , ""i_;i-,it� [�, , I I . C�v -_ I � _1­1�11 . - � - nl� �t, I I - �� � . A t 1 � i; i� U, ,'t,�HJ_ i [11 I � : e W, W. ip s [ DO NOT MEASURE DRAWINGS t , r PRIOR TO CORN SUCTION. SEE GENERAL NOTES y d � WINDOW TYPES WINDOW SCHEDULE fl: 4 4 5 CLUB HOUSE G SIZE FRAME HRWR. DETAILS � N o BEIM cV w TYPE QUANTITY LOCATION (RM. #) REMARKS Cq m M G WT. HT. TYPE GROUP HEAD JAMB SILL o ` MRS `o o`no cu o 2/A6.20 1/A6.20 ANDERSEN 2-2850 DBL. HUNGS FIXED W/2-2816 U- rn o A5 2 FOYER (100) 2'-8" 5'-0" � 15/A6.21 � Cr) �o � � i SIM. SIM. TRANSOMS (ABOVE) PANELING (ABOVE/BELOW) "" 6 N 04 RECEPTION (101) 2'-4" 2'-4" 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) 0 rn co 3 'i V MEMBERSHIP OFFICE (102) T-0" 6'-0" ANDERSEN DOUBLE HUNG (OPERABLE) x � ' � cxoLL Q LL I'j Al A2 A3 C 1 WAITING AREA(103) 2'-4" 2'-4" ANDERSEN CASEMENT (FIXED) ; N L q1 ao 0 I I• °.F q ten. d "Y" 1 CLUB MANAGERS OFFICE (105) 2'-6" 6'-0" ANDERSEN DOUBLE HUNG (OPERABLE) ) rn Il,r r i O U) r OA 1 CLUB MANAGER'S OFFICE (105) T-0" 6'-0" ANDERSEN DOUBLE HUNG (OPERABLE) U o o ai 0) f cu CU ai A 1 ASST. MANAGER'S OFFICE (106) 3'-0" 6'-0" ANDERSEN DOUBLE HUNG (OPERABLE) °- •• a .� DOUBLE HUNG WINDOW DOUBLE HUNG WINDOW DOUBLE HUNG WINDOW DOUBLE HUNG WINDOW O co ' k W H TIER �' O OA /S U �S Al ANDERSEN A SERIES O DORMER/ CLERESTORY q3 W/ BAHAMA SHUTTER W ANDERSEN A SERIES ANDERSEN 'A' SERIES ANDERSEN 'A' SERIES O 1 ACCOUNTING OFFICE (107) 3'-0" 6'-0" ANDERSEN DOUBLE HUNG (OPERABLE) O a r' 3/A6.20 2/A6.20 1/A6.20 ANDERSEN OVAL WINDOW (FIXED) N v 1 TABLE STORAGE (110) 3'-0" 4'-0" V I SIM. SIM. SIM. 0) N C2 2 WASH STATION (112) 2'-4" 2'-4" 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/2450 BAHAMA SIM. SIM. SIM. SHUTTER (BELOW) C2O 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/2450 BAHAMA 2 CHEF S OFFICE (113) 2-4 2-4 - SIM. SIM. SIM. SHUTTER (BELOW) OE 1 FOOD SERVICE (115) 5'-0" 3'-6" 6/A6.20 5/A6.20 4/A6.20 2-PANEL SLIDING WINDOW (OPERABLE) SIM. SIM. SIM. {, OC 1 HANDICAP RESTROOM (111A) 2'-4" 2'-4" 6/A6.20 5/A6.20 4/A6.20 ANDERSEN CASEMENT (FIXED) C B� 2 GRILL (121) 3'-0" 4'-0" _ 3/A6.20 2/A6.20 1/A6.20 ANDERSEN OVAL WINDOW (FIXED)f " �N O O y SIM. SIM. SIM. M MD r O6 GRILL (121) 5'-8" 6'-8" 9/A6.20 8/A6.20 7/A6.20 ANDERSEN PICTURE WINDOW OW CASEMENT WINDOW O 3/A6.20 2/A6.20 1/A6.20 CONSULTANTS C 2 GOLF PRO SHOP (122) 3'-0" 8'-0" ANDERSEN CASEMENT (FIXED) �C ANDERSEN 'A' SERIES SIM. SIM. SIM. _ C3 1 GOLF PRO SHOP (122) 3'-0" T-0" 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 3030 CSMT. OPERABLE STRUCTURAL SIM. SIM. PANEL (BELOW)W/ SHUTTERS MCVEIGH & MANGUM € �� CC�oMENS LOCKERS (127) 3-0" 31-0"3-0 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 3030 CSMT. OPERABLE ENGINEERING, INC. 3 2 ' ' t _ SIM. SIM. PANEL (BELOW)W/SHUTTERS 9133 RG SKINNER PARKWAY "`° P OC 3 WOMEN'S LOCKERS (130) 3'-0" 3'-0" 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) oo JACKSONVILLE, FL 32256 a PH: 904.483.5200 w 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/2450 BAHAMA 1 WOMEN'S RESTROOM (133) 2'-4" 2'-4" MP&FP OgME SIM. SIM. SIM. SHUTTER (BELOW) MCVEIGH & r `I 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/2450 BAHAMA C2 1 HANDICAP RESTROOM (133A) , 2'-4" 2'-4" ENG NEERI G, INC.MANGUM I - SIM. SIM. SIM. SHUTTER (BELOW) 9133 RG SKINNER PARKWAY C2 2 WOMEN'S SHOWERS (134) 2'-4" 2'-4" 6/A6.20 5/A6.20 4lA6.20 ANDERSEN 2424 CSMT. FIXED W/2450 BAHAMA JACKSONVILLE, FL 32256 O i ❑ A4 SIM. SIM. SIM. SHUTTER BELOW O ( ) PH: 904.483.5200 t , w c . I _ A5 ELECTRICAL i 4 LEGEND NOTES MCVEIGH & MANGUM Jru41 U 2- DOUBLE HUNG WINDOWS DOUBLE HUNG WINDOW OVAL WINDOW CASEMENT WINDOW ENGINEERING, INC. ANDERSEN 'A' SERIES A5 W/TRANSOMS & PANELS OB ANDERSEN 'A' SERIES C1 CLERESTORY 9133 RG SKINNER PARKWAY '` i, z ANDERSEN 'A' SERIES ANDERSEN 'A' SERIES 1. ALL STOREFRONT GLASS TO BE KAWNEER SERIES 401 W/ SOLEX 4" GLASS, IMPACT. HURRICANE JACKSONVILLE, FL 32256 0 O WINDOW TAG PROTECTION PER STORM SHIELD SYSTEM, FLORIDA PRODUCT APPROVAL NUMBER FL6317 - PH: 904.483.5200 REFER TO SHOP DRAWINGS FOR WINDOW AND STORM SHIELD SPECS AND INSTALLATION. ALL LANDSCAPE ARCHITECT DOORS TO BE TRIFAB 451 W/190/350 FL APPROVAL #7237.2 . z EUTHENICS STUDIO 1650 BEACH AVENUE W z 2. ALL OPENINGS ON WINDOWS TO BE FIELD MEASURED &VERIFIED PRIOR TO ORDERING. ATLANTIC BEACH, FL 32233 o t , , v PH: 904.246.6219 SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE qt � O REVISION DATE CV i O M _ PERMIT SET 12/13/13 d N `� Mrd 2-PANEL SLIDING WINDOW c E WINDOW SCHEDULE z OR - wO �Icv _ - - o I?> O Oi , ` Q CABANA BATH N E , O elf € ; SIZEFRAME HRWR. DETAILS {$[ z C2 c3 O MARK QUANTITY LOCATION (RM. #) REMARKS Q WT. HT. TYPE GROUP HEAD JAMB SILL I a C 1 VESTIBULE (141) 2'-4" 2'-4" 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) ARCHITECT'S SEAL 0 O O z �C 11/2 HANDICAP RESTROOM (142A) 2'-4" 2'-4" o CASEMENT WINDOW CASEMENT WINDOW PICTURE WINDOW CASEMENT WINDOW ANDERSEN CASEMENT (FIXED) W C2 W/ BAHAMA SHUTTER (BELOW) C3 W/WOOD PANEL (BELOW) Op ANDERSEN 'A' SERIES O W/WOOD PANEL (BELOW) C - " 2'-4" ANDERSEN CASEMENT FIXED U) ANDERSEN 'A' SERIES ANDERSEN 'A' SERIES ANDERSEN 'A' SERIES 21/2 HANDICAP RESTROOM 145A O ( ) 2' 4 (FIXED) r 1 w �� r 2 VESTIBULE (144) 2'-4 21-411 ANDERSEN CASEMENT (FIXED) o LEGEND NOTES00, O LEGEND NOTES 1. ALL STOREFRONT GLASS TO BE KAWNEER SERIES 401 W/SOLEX 4" GLASS, IMPACT. HURRICANE � WINDOW TAG' # PROTECTION PER STORM SHIELD SYSTEM, FLORIDA PRODUCT APPROVAL NUMBER FL6317 - 'i r o REFER TO SHOP DRAWINGS FOR WINDOW AND STORM SHIELD SPECS AND INSTALLATION. ALL 1. ALL STOREFRONT GLASS TO BE KAWNEER SERIES 401 W/ SOLEX 1" GLASS, IMPACT. HURRICANE ( R i WINDOW TAG a !; ❑ DOORS TO BE TRIFAB 451 W/190/350 FL APPROVAL#7237.2 # PROTECTION PER STORM SHIELD SYSTEM, FLORIDA PRODUCT APPROVAL NUMBER FL6317 - ` 4 I' REFER TO SHOP DRAWINGS FOR WINDOW AND STORM SHIELD SPECS AND INSTALLATION. ALL ) 2. ALL OPENINGS ON WINDOWS TO BE FIELD MEASURED &VERIFIED PRIOR TO ORDERING. DOORS TO BE TRIFAB 451 W/190/350 FL APPROVAL #7237.2 , o 2. ALL OPENINGS ON WINDOWS TO BE FIELD MEASURED&VERIFIED PRIOR TO ORDERING. j SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE CADD DWG. FILE NO. .. SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE W SCALE Uj ASSHOWN o w CIJ } DRAWN BY WINDOW SCHEDULE SMZ Y } O LEGAL DESCRIPTION TENNIS / FITNESS CENTER I o G, F ID_ SIZE DETAILS PROJECT PHASE O MARK QUANTITY LOCATION (RM. #) FRAME HRWR. REMARKS PERMIT SET I z w WT. HT. TYPE GROUP HEAD JAMB SILL I i W PROJECT NUMBER a OC 6 GROUP FITNESS (151) 2'-4" 2'-4" 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) 18-11- ` Al 2 TENNIS PRO SHOP (160) 3'-0" 5'-0" ANDERSEN DOUBLE HUNG (OPERABLE) 4 EXERCISE ROOM (154) 2'-4" 2'-4" ANDERSEN CASEMENT (FIXED) NEW CONSTRUCTION ry A4 3 EXERCISE ROOM (154) 3'-0" 5'-0" _ ANDERSEN 2-3050 DOUBLE HUNGS (OPERABLE) w ' ' k z ATLANTIC BEACH, FLORIDA LEGEND NOTES J' s ATLANTIC BEACH o z �} 0 p 1. ALL STOREFRONT GLASS TO BE KAWNEER SERIES 401 W/ SOLEX-1" GLASS, IMPACT. HURRICANE COUNTRY CLUB v O WINDOW TAG PROTECTION PER STORM SHIELD SYSTEM, FLORIDA PRODUCT APPROVAL NUMBER FL6317 -- { REFER TO SHOP DRAWINGS FOR WINDOW AND STORM SHIELD SPECS AND INSTALLATION. ALL I DOORS TO BE TRIFAB 451 W/190/350 FL APPROVAL #7237.2 DEC 6 201 WINDOW Z wee- 2. ALL OPENINGS ON WINDOWS TO BE FIELD MEASURED &VERIFIED PRIOR TO ORDERING. - SCHEDULES c� o SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE s These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and PERMIT SET - A6 . 1 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of e 12/1311 these materials can result in substantial criminal and civil liability. 41 s V ,; t F ! s DOOR TYPES DOOR SCHEDULE DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES EXTERIOR CLUB HOUSE 'CH ' SIZEDETAILS FRAME HDWR. x J DOOR TYPE LOCATION REMARKS �,N # WT. HT. TYPE GROUP HEAD JAMB SILL CH 1 CAD FOYER (100) 6'-0" 8'-0" 20/A6.21 19/A6.21 18/A6.21 ANDERSEN 2-3080 DOORS OPERABLE W/2-3016 TRANSOMS 4� & FLANKING 1680 SIDELITES W/ 1616 TRANSOMS GOLF PORCH (008) 3r-0" 8�-0n C) y 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) �i 10N N OR CH3 cu GOLF PORCH (008) 3'-0" 8'-0" 26/A6.21 25/A6.21 24/A6.21 ANDERSEN DR. UNIT (OPERABLE) � C�D_ GOLF PRO SHOP 122 �i 00 0 CH3A C�D ( ) 3'-0" 8'-0" 26/A6.21 25/A6.21 24/A6.21 ANDERSEN DR. UNIT (OPERABLE) - 'i S No SIN °z 23/A6.21 22/A6.21 21/A6.21 o roi GOLF PRO SHOP (122) 6'-0" 8'-0" ANDERSEN 2-3080 DR. UNIT (OPERABLE) � (�H4) SIM. SIM. SIM. .. rn COVERED PATIO 007 5 0 V-011 23/A6.21 22/A6.21 21/A6.21 ANDERSEN 2-3080 DR. UNIT OPERABLE ti tt, - i ( ) - (OPERABLE) � a x O r 04 DINING PATIO 006 6'-0" 8'-0" ANDERSEN 3-3080 DR. UNIT 2 OPERABLE / 1 FIXED '/ fir SHAKE BRICK CH6 =B2 ( ) - ( ) � '' 00 0 CAD ut CONDITION C= CONDITION B1 U) 00 co DINING PATIO 006 6'-0" 8'-0" ANDERSEN 3-3080 DR. UNIT 2 OPERABLE / 1 FIXED) I � CH7 B2 ( ) ( ) 't J DOUBLE DOOR ASSEMBLY W/TRANSOMS & SIDELITES SINGLE DOOR DOUBLE DOOR ASSEMBLY L C° ANDERSEN 'A' SERIES ANDERSEN 'A' SERIES " O © 61 ANDERSEN A SERIES CH8 B2 DINING PATIO (006) 6 0 81-011 ANDERSEN 3-3080 DR. UNIT (2 OPERABLE / 1 FIXED) - Y o S rn WOOD PANEL DOORS 0' 0 DINING PATIO 006 6'-0" 8'-0" ANDERSEN 3-3080 DR. UNIT 2 OPERABLE / 1 FIXED d ai a ) ( ) _ �� 0 0 0 M CH10 B2 DINING PATIO (006) 6'-0" 8'-0" ANDERSEN 3-3080 DR. UNIT (2 OPERABLE / 1 FIXED) co 0 � tt N U CH 1 1 B2 KITCHEN (111) 6'-0" 8'-0" - 26/A6.21 25/A6.21 24/A6.21 ANDERSEN 3-3080 DR. UNIT (2 OPERABLE / 1 FIXED) N X00 0 � CN CH 12 OD WINDOW (05) 3'-6" 8'-0" 2 SIM 21 25/A6.21 M.21 2 S M21 HOLLOW CORE METAL DOOR k.. CDD DELIVERY ENTRY 002 3'-0" 8'-0" 23/A6.21 22/A6.21 21/A6.21 HOLLOW CORE METAL DOOR CH13 ( ) SIM. SIM. SIM. CH14 CD)_ DELIVERY ENTRY (002) 3'-0" 8'-0" 23/A6.21 22/A6.21 21/A6.21 HOLLOW CORE METAL DOOR r SIM. SIM. SIM. OR CH15 COD DELIVERY ENTRY (002) 3'-6" 8'-0" _ 26/A6.21 25/A6.21 24/A6.21 HOLLOW CORE METAL DOOR , SIM. SIM. SIM. F�11 G2 MEMBERSHIP OFFICE {102) 5'-0" 8'-0" 29/A6.21 28/A6.21 27/A6.21 CH2 �E VESTIBULE (135) 3'-0" 8'-0" CONSULTANTS CH3 �E REOSTROOM (32)PRIVATEENS 3-0 8-011 11 r SHAKE BRICK STRUCTURAL CONDITION CONDITION L��] WOMENS SHOWERS (134) 2'-0" 8'-0" MCVEIGH & MANGUM C B2CCD I s CH5 �E WOMENS SHOWERS (134) 2'-0" 8'-0° ENGINEERING, INC. 9133 RG SKINNER PARKWAY TRIPLE DOOR ASSEMBLY DOUBLE DOOR ASSEMBLY W/SIDELITES HANDICAP RESTROOM 29/A6.21 28/A6.21 JACKSONVILLE, FL 32256 CH6 G 3'-0" 5'-0" N /A WOOD LOUVERED DOOR - TOP OF DOOR 6'-6"A.F.F. PH: 904.483.5200 ' 62 ANDERSEN 'A' SERIES - _ , (133A) O C�D ANDERSEN 'A' SERIES SIM. SIM. @ CH7 © WOMENS 29/A6.21 28/A6.21 MP&FP RESTROOM (133) 2'-0" 5'-0" - SIM. SIM. N /A WOOD LOUVERED DOOR - TOP OF DOOR @ 6'-6"A.F.F. MCVEIGH & MANGUM 2'-0" 5'-0„ @ 6'-6"'A F NG, INC. WOMENS 29/A6.21 28/A6 21 CH8 © RESTROOM (133) SIM. SIM. N /A WOOD LOUVERED DOOR - TOP OF DOOR F 9131 RG SKINNER PARKWAY t , ui JACKSONVILLE, FL 32256 CH9 LEI FDC/RISER (131) 31-011 81-011 - 29/A6.21 28/A6.21 27/A6.21 PH: 904.483.5200 CH10 LEA WOMENS RESTROOM (137) 3'-0" 8'-0" _ 29/A6.21 28/A6.21 27/A6.21 ELECTRICAL 'd = MCVEIGH & MANGUM CH11 © WOMENS RESTROOM (137) 2'-0" 5'-0" 29/A6.21 28/A6.21 N /A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-113" A.F.F. ENGINEERING, INC. SI Sim. 11 9133 RG SKINNER PARKWAY q ti tf I U OR CH 12 © WOMENS RESTROOM (137) 2'-0" 5'-0" WOOD LOUVERED DOOR - TOP OF DOOR @ 6'-6" A.F.F. JACKSONVILLE, FL 32256 Z PH: 904.483.5200 T ° CH13 G WOMENS RESTROOM (137) 2'-0" 5'-0" WOOD LOUVERED DOOR - TOP OF DOOR @ 6'-6" A.F.F. LANDSCAPE ARCHITECT U r � l o HANDICAP RESTROOM EUTHENICS STUDIO W CH 14 © (137A) 3'-0" 5'-0" WOOD LOUVERED DOOR - TOP OF DOOR @ 6'-6"A.F.F. 1650 BEACH AVENUE Z ATLANTIC BEACH, FL 32233 U CH15 CES MENS RESTROOM (138) 3'-0" 8'-0" 29/A6.21 28/A6.21 27/A6.21 PH: 904.246.6219 Z HANDICAP RESTROOM 29/A6.21 28/A6.21 SHAKE BRICK CH16 © (101) 2'-0" 5'-0" _ SI SIMN /'4 WOOD LOUVERED DOOR - TOP OF DOOR @ 6'-6"A.F.F. REVISION DATE CONDITION CONDITION U ° CH 17 G HANDICAP RESTROOM 3'-0" 5'-0" WOOD LOUVERED DOOR - TOP OF DOOR @ 6'-6" A.F.F. PERMIT SET 12/13/13 °_ SINGLE DOOR DOUBLE DOOR ASSEMBLY MENS PRIVATE f CDD METAL D1 METAL CH 18 G 3'-0" 5'-0" WOOD LOUVERED DOOR - TOP OF DOOR @ 6'-6"A.F.F. Z RESTROOM (128) ECH19 G MENS PRIVATE 2'-0" 5'-0" WOOD LOUVERED DOOR - TOP OF DOOR @ 6'-6"A.F.F. RESTROOM (128) - INTERIOR MENS PRIVATE 2'-0" 5'-0" - WOOD LOUVERED DOOR - TOP OF DOOR @ 6'-6"A.F.F. m RESTROOM (128) CH21 E�:] PRIVATE VESTIBULE (129) 3'-0" 8'-0" 29/A6.21 28/A6.21 27/A6.21 0 k Z CH22 �E MECH. ROOM (129A) 3'-0" 8'-0" Z HALL (126) 3'-0" 8'-0" MENS ENTRY 125 " F q ARCHITECT'S SEAL ( ) 3-0 8-o CH24 E1 GOLF PRO SHOP (122) 6'-0" 8'-0" Uj CH25 �E PRO SHOP OFFICE (123) 3'-0" 8'-0" w ° CH26 =J PRO SHOP OFFICE (123) 31-011 81-011 0 o CH27 E1 GOLF PRO SHOP (122) 3'-0" 8'-0" o CH28 =E2 DRAFT MECH. (1208) 3'-6" 8'-0" o �E E1 E2 E3 0 CH29 E2 LIQUOR STRG. & 3'_0" 8'-0" ZD 0 0 COOLER (120A) PANELED DOUBLE PANELED POCKET DOUBLE POCKET DOORS TRIFOLD LOUVERED DOOR LIQUOR STRG. & o E DOOR E1 DOOR ASSEMBLY E2 DOOR E3 WOOD F WOOD CH30 COOLER (120A) 4'-0" 8'-0" WOOD LOUVERED BIFOLD DOORS -2-2080 (4 PANELS) z o WOOD WOOD WOOD a ° w CH31 F1 DINING LOGGIA (116) 6'-0" 8'-0" WOOD LOUVERED FOLDING DOORS - 2-3080 CADD DWG. FILE NO. U D ..,P af CH32 E:(::] DINING LOGGIA (116) 9'-0" 8'-0" WOOD LOUVERED FOLDING DOORS - 3-3080 SCALE n C° OPEN CH33 DINING LOGGIA (116) 9'-0" 8'-0" WOOD LOUVERED FOLDING DOORS - 3-3080 AS SHOWN D {t w CH34 �F DINING LOGGIA (116) 9'-0" 8'-0" WOOD LOUVERED FOLDING DOORS - 3-3080 DRAWN BY q SMZ DINING LOGGIA 116 Y CH35 F1 ( ) 6'-0" 8'-0" WOOD LOUVERED FOLDING DOORS - 3-3080 LEGAL DESCRIPTION 0 J, O O CH36 DINING LOGGIA (116) 3'-0" 8'-0" FULL SWING DOOR = OD Q`� CH37 E HANDICAP RESTROOM 3'-0" 8'-0" i,i � (111A) P q o CH38 LEI OFFICE (113) 3'-0" 8'-0" - PROJECT PHASE Z PERMIT SET w OPEN CH39 �E HALL (109) 3'-0" 8'-0" FULL SWING DOOR � w PROJECT NUMBER w CH40 E1 HALL (109) 6'-0" 8'-0" 18-11- w F1 � = a ,- CH41 �E GALLERY (104) 3'-0" 8'-0" 4 ` BIFOLD LOUVERED DOOR LOUVERED BIFOLD Q F1 WOOD © DOOR LOUVERED DOOR CH42 EEI ACCOUNTING OFFICE (107) 3'-0" 8'-0" NEW CONSTRUCTION Uj WOOD WOOD ASST. MANAGERS OFFICE (106)Uj 3'-0" 8'-0" ' z LEGEND NOTES CH44 E CLUB MANAGERS 3'-0" 8'-0" ATLANTIC BEACH, FLORIDA OFFICE (105) CH45 GALLERY (104) 3'-0" 8'-0" - ATLANTIC BEACH ❑ C#D EXTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET 3. SEE EXTERIOR ELEVATION AND MANUFACTURER Y Z IN BRUSHED STAINLESS ON ALL RESTROOM DOORS SHOP DRAWINGS FOR ADDITIONAL INFORMATION CH46 E3 DINING HALL (119) 6'-0" 10'-0" 2 - 3'-0" x 10'-0" POCKET DOORS COUNTRY CLUB r� 0 U INTERIOR DOOR TAG 2, ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3. Q LEGEND NOTES DOOR SCHEDULE r�� 6 2913 SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE MAIN CLUB HOUSE 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET 3. SEE EXTERIOR ELEVATION AND MANUFACTURER a # EXTERIOR DOOR TAG 0/0 ° IN BRUSHED STAINLESS ON ALL RESTROOM DOORS SHOP DRAWINGS FOR ADDITIONAL INFORMATION I These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection ® INTERIOR DOOR TAG A6 . 11 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3.Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and 2/13/1 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of +' these materials can result in substantial criminal and civil liability. SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE tq ., ., LL - / a 4 € i n �• ' FY DO NOT MEASURE DRAWINGS { ' DOOR TYPES DOOR SCHEDULE NOTIARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES � EXTERIOR r� . � CABANA BATH 'CB' r` ' SIZEDETAILS DOOR TYPE LOCATION FRAME HDWR. REMARKS * WT. HT. TYPE GROUP HEAD JAMB SILL SIN # 23/A6.21 22/A6.21 21/A6.21 i ME MEE M11 ME CB1 C(D STORAGE (009) 3'-0" 8'-0" SI SI SI HOLLOW CORE METAL DOOR . 5CD N rn d - LAUNDRY (143) 6'-0" 8'-0" HOLLOW CORE METAL DOORS - 2-3080 M NCCB2) co cu P; OR COOI VESTIBULE (141) 3'-0" 8'-0" HOLLOW CORE METAL DOOR `o ado o r _0 00 u u - M LL a? O LO VESTIBULE (144) 3-0 8-0 HOLLOW CORE METAL DOOR •� � = o (�44) C 0 M U HANDICAP 29/A6.21 28/A6.21 U CB1 © RESTROOM (145A) 3'-0" 5'-0° SIM. SIM. N /A � x Q WOMENS POOL 21_011 511_011 t1,q:1 o u , E*1 E:�:] RESTROOM (145) N CB3 G WOMENS POOL 21.0,1 511.011 v 0 SHAKE BRICK D O RESTROOM D (145) � NY i .If� iI coo) 26 C�DCONDITION C�:) CONDITION 61 „ c� �, i WOMENS POOL CB4 G 21-011 511-011 o DOUBLE DOOR ASSEMBLY W/TRANSOMS & SIDELITES SINGLE DOOR DOUBLE DOOR ASSEMBLY RESTROOM (145) U cY, Nt I ANDERSEN 'A' SERIES ANDERSEN 'A' SERIES ANDERSEN 'A' SERIESFC�] WOMENS POOL „ „- „ ,� o rn F j CAD C�) B 1 E�:] RESTROOM (145) 2-0 5 0 { - WOOD PANEL DOORS HANDICAP a CB6 G RESTROOM (142A) 3'-0" 5'-0" Q o O E�] MENS POOL 21.0„ 511.0„ o L RESTROOM (142) 0404 U I ? ; MENS POOL rn N C] Q CB$ © RESTROOM (142) 2 0 5"-T P rMki MEN LEGEND NOTES C#D EXTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET 3. SEE EXTERIOR ELEVATION AND MANUFACTURER IN BRUSHED STAINLESS ON ALL RESTROOM DOORS SHOP DRAWINGS FOR ADDITIONAL INFORMATION i OR }r{ i ® INTERIOR DOOR TAG 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3. SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE CONSULTANTS STRUCTURAL i SHAKE BRICK DOOR SCHEDULE MCVEIGH & MANGUM r CONDITION =B2 CONDITION C�D ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 TRIPLE DOOR ASSEMBLY DOUBLE DOOR ASSEMBLY W/SIDELITESPH: 904.483.5200 4 B2 ANDERSEN 'A' SERIES C�D TENNIS 'T' ANDERSEN 'A' SERIES MP&FP MCVEIGH & MANGUM C SIZE FRAME HDWR. DETAILS 9133 G SKIN ER PARKWAY „I ;� w - DOOR TYPE LOCATION REMARKS JACKsoNVILLE, FL 32256 III1,`; # WT. HT. TYPE GROUP HEAD JAMB SILL PH: 904.483.5200 j C�D COD TENNIS PRO SHOP (160) 6'-0" 3"-0" 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) ELECTRICAL MENS TENNIS MCVEIGH & MANGUM i it i = C�:) CB) RESTROOM (152) 3-0 811-011 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) ENGINEERING, INC. U 9133 RG SKINNER PARKWAY WOMENS TENNIS JACKSONVILLE, FL 32256 3'-0" 8"-0" 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) Z OR RESTROOM (153) PH: 904.483.5200 0 23/A6.21 22/A6.21 21/A6.21 I 3 CT4D C�D MECHANICAL (011A) 3'-0" 8"-0" HOLLOW CORE METAL DOOR LANDSCAPE ARCHITECT SIM. SIM. SIM. 0 EUTHENICS STUDIO Z T5 B1 GROUP FITNESS (151) 6'-0" 8"-0" 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (FIXED) 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 Z k o C�) GROUP FITNESS (151) 6'-0" 8"-0" ANDERSEN DR. UNIT (FIXED) PH: 904.246.6219 Z w GROUP FITNESS 151 6'-0" 8"-0" ANDERSEN DR. UNIT FIXED REVISION DATE � SHAKE BRICK Cff) f31 ( ) (FIXED) CONDITION CONDITION PERMIT SET 12/13/13 - Tg g1 RECEPTION (150) 6'-0" 8"-0" ANDERSEN DR. UNIT (OPERABLE) 0 _ SINGLE DOOR DOUBLE DOOR ASSEMBLY EXERCISE ROOM 154 6'-0" 8"-0" ANDERSEN DR. UNIT FIXED Z METAL D1 METAL T9 B1 ( ) (FIXED) i CDD 0 I ! T10 COD EXERCISE ROOM (154) 6'-0" 8"-0" ANDERSEN DR. UNIT (OPERABLE) .� } INTERIOR T11 61 EXERCISE ROOM (154) 6'-0" 811 ANDERSEN DR. UNIT (FIXED) T12COD EXERCISE ROOM (154) 6'-0" 8"-0" ANDERSEN DR. UNIT (OPERABLE) 1 ' ° WOMENS TENNIS 29/A6.21 28/A6.21 Q L�] E�:] RESTROOM (153) 2-0 5"41 SIM. SIM. N /A WOOD LOUVERED DOOR - TOP OF DOOR @ 6'-6" A.F.F. a K' z HANDICAP , „- „ 29/A6.21 28/A6.21 ,- „ o E�:] L�J RESTROOM (1536) 3-011 5 0 SIM. SIM. N /A WOOD LOUVERED DOOR - TOP OF DOOR @ 6 6 A.F.F. a ' WOMENS TENNIS ,- „ „- 29/A6.21 28/A6.21 27/A6.21 y Z ARCHITECT'S SEAL T3 E RESTROOM (153) 3 0 8 0 SIM. SIM. SIM. MENS TENNIS 29/A6.21 28/A6.21 27/A6.21 o T4 �E RESTROOM (152) 3'-0" 8"-0" SIM. SIM. SIM. T5 G HANDICAP 3'-0" 5"-0" 29/A6.21 28/A6.21 N /A WOOD LOUVERED DOOR - TOP OF DOOR @ 6'-6" A.F.F. 4 _ w RESTROOM (152B) SIM. SIM. k wrr O T6 �E GROUP FITNESS (151) 3'-0" 8"-0" 29/A6.21 28/A6.21 27/A6.21 SIM. SIM. SIM. rr � ',,�l T7 EO::] TENNIS PRO SHOP (160) 6'-0" 8"-0" 29/A6.21 28/A6.21 27/A6.21 To rr g SIM. SIM. SIM. n T8 �E CLOSET (161) 3'-0" 8"-0" 29/A6.21 28/A6.21 27/A6.21 r o SIM. SIM. SIM. 0 E1 E2 E3 �F LEGEND NOTES PANELED DOUBLE PANELED POCKET DOUBLE POCKET DOORS TRIFOLD LOUVERED DOOR o x� DOOR E1 DOOR ASSEMBLY E2 DOOR E3 WOOD WOOD f+ U WOOD WOOD WOOD CADD DWG. FILE NO. ° j ` # EXTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET 3. SEE EXTERIOR ELEVATION AND MANUFACTURER o O IN BRUSHED STAINLESS ON ALL RESTROOM DOORS SHOP DRAWINGS FOR ADDITIONAL INFORMATION O 4"- V w # INTERIOR DOOR TAG SCALE 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3. o AS SHOWN i CO OPEN SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE DRAWN BY k : r w ry m x Y LEGAL DESCRIPTION O f D - - z O O n n a 41_{ PROJECT PHASE t 3-v 4=ttO ` D PERMIT SET w OPEN PROJECT NUMBER LU 18-11-_ I- F1 © 0 !r y{ { BIFOLD LOUVERED DOOR LOUVERED BIFOLD t ars ' Q NEW CONSTRUCTION F1 WOOD ui G DOOR H LOUVERED DOOR WOOD WOOD Uj Is U ATLANTIC BEACH, FLORIDA LEGEND NOTES = ATLANTIC BEACH a, z EXTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET 3. SEE EXTERIOR ELEVATION AND MANUFACTURER COUNTRY CLUB Y r � IN BRUSHED STAINLESS ON ALL RESTROOM DOORS SHOP DRAWINGS FOR ADDITIONAL INFORMATION ® INTERIOR DOOR TAG 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3. DOOR SCHEDULES DEC 1 6 2013 SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE CABANA & TENNIS / t Q., v�o• FITNESS CENTER 0 r5 ", These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A6 . 12 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and ' composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of PERMIT SET 12/13/13 , r r, ,these materials can result in substantial criminal and civil liability. ��i �, ,� 1 ' 0 - I a �F 5 ;' i. , � I� I � DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES If PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 4� IItS r E .. 1 ,: , I Ifi s ,. iE # , ,n F Z I— "i �_,,� '11, �) I .` i, "t ri �T,4 1l; i �, i O c� O CN ��) 04 a N N co M (0 O co r, I -1 1 . 11 NOTE: FLUID APPLIED'ROLL-ON' MEMB ]NE NOTE: FLUIDAPPLIED'ROLL-ON' MEMBRANE NOTE: FLUID APPLIED 'ROLL-ON' MEMBRANE u- N E: 00 COMPATIBLE W/ALL METERIALS USED.7 COMPATIBLE W/ALL METERIALS USED. COMPATIBLE W/ALL METERIALS USED. m � rn „ ARCHITECTURAL CEDAR SHINGLE RESAWN & MATERIAL DIRECTLY APPLIED TO SHEAT •> ',llh` REBUTTED W/FACTORY FINISH"ALTERNATE- PAINTED BRICK VENEER MATERIAL DIRECTLY APPLIED TO SHEATHING MATERIAL DIRECTLY APPLIED TO SHEATHING ❑ M i KiY: "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS COLOR: BM. SEA PEARL#OC 19 8 0 rn � 4 ' I . `' FOR COURSING PATTERN COLOR: BM. SILVER 5 ARCHITECTURAL CEDAR SHINGLE RESAWN &REBUTTED C) :'w +�„° �� , ,`' MARLIN#2139-50 5 BRICK TIES @ 24”O.C. W/FACTORY FINISH "ALTERNATE-"HARDIESHINGLE" "I Imo:— Q 2.67 SQ. FT. PER TIE o I ITRAIGHT CUT SEE ELEVATIONS FOR COURSING � i + I, 11 s " (MAX.( ) I� � u � ti I It �� , I SHEATHING ASSEMBLY&WATERPROOF MEASURESF V_ I PATTERN COLOR : BM. SILVER MARLIN#2139-50 �- ";'' j'l i '`': ' I I *CEDAR SHINGLE-RESAWIJ &REBUTTED W/ SHEATHING ASSEMBLY&WATERPROOF MEASURES �:� I W/ ���, m L6 d' �� �'� I r I *CEDAR SHINGLE -RESAWN& REBUTTED W/ �` "� ' °O ' , FACTORY FINISH (OPITIONAL-HARDIESHINGLE- 3/4" PLYWOOD SHEATHING 3/4" PLYWOOD SHEATHING 3/4" PLYWOOD SHEATHING 7 SHEATHING ASSEMBLY&WATERPROOF MEASURES � V' I, } ,I ,' STRAIGHT EDGE PANELS)*RAINSCREEN "HOME 1 FACTORY FINISH (OPITIONAL-HARDIESHINGLE- 1 *CEDAR SHINGLE-RESAWN &REBUTTED W/ FACTORY °' cci ' e�l - SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED 1/2"GWB STRAIGHT EDGE PANELS)*RAINSCREEN "HOME 1/2"GWB 1/2 GWB FINISH (OPITIONAL- HARDIESHINGLE-STRAIGHT EDGE o cn (9 �__ , , , MEMBRANE(EXOAIRE 230 BY VULKEM )OVER 5/8" SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED PANELS)*RAINSCREEN "HOME SLICKER"BY BENJAMIN �4U o STRUCTURAL ALL PRODUCTS TO APPLIED 2x8 STUD WALL W/ MEMBRANE (EXOAIRE 230 BY VULKEM )OVER 5/8" OBDYKE*FLUID APPLIED MEMBRANE EXOAIRE 230 BY � o 6 rn E f - 2x8 STUD WALL W/ 2x8 STUD WALL W/ ACCORDING TO MFG. GUIDELINES 7 2 2 2 12 R-19 INSUL. (SEE SPECS. STRUCTURAL ALL PRODUCTS TO APPLIED R-19 INSUL. SEE SPECS. R-19 INSUL. SEE SPECS. VULKEM )OVER 5/8" STRUCTURAL ALL PRODUCTS TO M °' co 4i • ) ACCORDING TO MFG. GUIDELINES 7 / \ 2 2 2 2 ( ) ( ) 2 Z 2 2 APPLIED ACCORDING TO MFG. GUIDELINES a ai a 1X FURRING HEADER(SEE STRUCT. DWGS. III HEADER(SEE STRUCT. DWGS. HEADER(SEE STRUCT. DWGS. n EF CU O L> ,t E MTL. FLASHING FOR ADD-L. INFO.) FOR ADD-L. INFO.) 6 m O MTL FLASHING 6 FOR ADD L. INFO.) 1X FURRING " P4 cu r` I :. METAL ANGLE W/LAG BOLTS MTL. FLASHING cel U CAULKING 2 (SEE STRUCT. DWGS) 2 04 14 04 i,- '� , �'l _, L� I . . 0 2 X 6 WINDOW HEAD 6 6 6 6V CAULKINGy DRYLIN MASTIC TAPE (ADHESIVE PRIMER OVER 6 6 6 6 :. : 6 6 6 6 "AZEK" SYNTHETIC PRODUCT-OR-EQUAL SHEATHING PRIOR TO TAPE 2 X 6 WINDOW HEAD ALTERNATE#1 -WOOD PT. KDT 2 PTD. N WINDOW HEAD TRIM N 0D `� 00 "AZEK" SYNTHETIC PRODUCT-OR-EQUAL P4 ALTERNATE#2-'ANDERSEN EXTREME TRIM'SYSTEM WINDOW HEAD TRIM WINDOW HEAD TRIM COLOR: BM. ICE MIST #2123-70 (SEE SHEET A8.20 FOR (SEE SHEET A8.20 FOR (SEE SHEET A8.20 FOR ALTERNATE#1-WOOD PT. KDT 2 PTD. <, �' `� `° ADD-L. INFO. CAULK W/BACKER ROD ci N X ALTERNATE#2-'ANDERSEN EXTREME TRIM'SYSTEM E ) ADD'L. INFO.) ADD'L. INFO.) N` �I+ 6 Z_�Vx 616BRICK MOULD 6 COLOR: BM. ICE MIST #2123-70 z �'11, ,III�:�Y4�i" 9 " �. "P� _. �x ", ,r a Q WOOD JAMB 2x BLOCKING WOOD JAMB WOOD JAMB SIN z Q I,, r, I 'E�� — 2x BLOCKING EXTENSION 2x BLOCKING Q I 1, + C7 W a- EXTENSION EXTENSION a w I ° "��'II, I'� I ? HAND-PAINTED VULCUM OVER c7 -j i' z o HAND-PAINTED VULCUM OVERX TRIM (BEYOND) WINDOW FINS TRIM (BEYOND) TRIM (BEYOND) VULCUM CAULKING PRIOR TO J Z o w w W Z) WINDOW FINS O U N 0w WINDOW UNIT INSTALLATION OF WINDOW N o a = r � . ,, , VULCUM CAULKING PRIOR TO WINDOW UNIT ANDERSEN WINDOW W OU cn = _ W _ U = VULCUM CAULKING TOl__� SEE SCHEDULE FOR TYP. INSTALLATION OF WINDOW C7 CONSULTANTS (SEE SCHEDULE FOR TYP.) APW 5868 A-SERIES W ' i" � INSTALLATION OF WINDOW ! ( ) (SEE SCHEDULE FOR TYP.) O d, O 1. 11 , z 11 o � � � o � NOTE: VULCUM CAULK ALL , NOTE: VULCUM CAULK ALL NOTE: VULCUM CAULK ALL z § STRUCTURAL ," w FINS @CORNERS,TYP. FINS @ CORNERS, TYP. CORNERS, TYP. w MCVEIGH & MANGUM c w ENGINEERING INC. 9133 RG SKINNER PARKWAY I JACKSONVILLE, FL 32256 I5r + t i ; , � y y i PH: 904.483.5200 3 WINDOW HEAD DETAIL SHAKES TYPICAL 6 WINDOW HEAD DETAIL BRICK VENEER TYPICAL 9 STOREFRONT HEAD DETAIL @ SHAKES (TYPICAL) MP&FP As.2o Scale: 3" = 1'-0" As.20 - Scale: 3 - 1 0 As.2o Scale: 3" = 1'-0" MCVEIGH & MANGUM .. a . . _ _ -- . - - - - - NG, INC. 1i . 11,I I 9131 RG SKINNER PARKWAY 0 JACKSONVILLE, FL 32256 I,°.• ' � ARCHITECTURAL CEDAR SHINGLE RESAWN & PH: 904.483.5200 w REBUTTED W/FACTORY FINISH"ALTERNATE- Y I I w; 'I U "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS 5 ARCHITECTURAL CEDAR SHINGLE RESAWN &REBUTTED ELECTRICAL �I r+'L� I"I E �,, I', I , ! , FOR COURSING PATTERN COLOR: BM. SILVER I PAINTED BRICK VENEER W/FACTORY FINISH "ALTERNATE-"HARDIESHINGLE" MCVEIGH & MANGUM jt; , = MARLIN#2139-50 5 COLOR : BM. SEA PEARL#OC 19 8 STRAIGHT CUT SEE ELEVATIONS FOR COURSING ENGINEERING, INC. I nW p 1,.�,1 r . 141 iq I I' " ,• j r. I t�I�EII, I.,_ ,„`II,�� . ❑ SHEATHING ASSEMBLY&WATERPROOF MEA PATTERN COLOR : BM. SILVER MARLIN#2139-50 BRICK TIES @ 24"O.C. 9133 RG SKINNER PARKWAY Z *CEDAR SHINGLE-RESAWN &REBUTTED W/ (MAX. 2.67 SQ. FT. PER TIE) 7 SHEATHING ASSEMBLY&WATERPROOF MEASURES JACKSONVILLE, FL 32256 1 *CEDAR SHINGLE-RESAWN &REBUTTED W/ FACTORY PH: 904.483.5200 11, ;." i 0 FACTORY FINISH (OPITIONAL-HARDIESHINGLE- 1 11 STRAIGHT EDGE PANELS)*RAINSCREEN "HOME SHEATHING ASSEMBLY&WATERPROOF MEASURES FINISH OPITIONAL- HARDIESHINGLE-STRAIGHT EDGE LANDSCAPE ARCHITECT 11, ;, ;.; w 3/4 PLYWOOD SHEATHING - 3/4" PLYWOOD SHEATHING 3/4" PLYWOOD SHEATHING o SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED *CEDAR SHINGLE-RESAWN& REBUTTED W/ PANELS)*RAINSCREEN "HOME SLICKER"BY BENJAMIN Z MEMBRANE (EXOAIRE 230 BY VULKEM )OVER 5/8" FACTORY FINISH OPITIONAL-HARDIESHINGLE- OBDYKE*FLUID APPLIED MEMBRANE EXOAIRE 230 BY EUTHENICS STUDIO U) STRUCTURAL ALL PRODUCTS TO APPLIED 1/2 GWB STRAIGHT EDGE PANELS *RAINSCREEN "HOME 1/2" GWB 1/2"GWB ( - 1650 BEACH AVENUE VULKEM ) OVER 5/8"STRUCTURAL ALL PRODUCTS TO ATLANTIC BEACH, FL 32233 ACCORDING TO MFG. GUIDELINES 7 2x8 STUD WALL W/ 2x8 STUD WALL W/ 2x8 STUD WALL W/ APPLIED ACCORDING TO MFG. GUIDELINES PH: 904.246.6219 " o SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED z R-19 INSUL7 . SEE SPECS. MEMBRANE (EXOAIRE 230 BY VULKEM )OVER 5/8" r z ? w ( ) R-19 INSUL. (SEE SPECS.) R-19 INSUL. (SEE SPECS.) -- 6 �, STRUCTURAL ALL PRODUCTS TO APPLIED / IN 6 ACCORDING TO MFG. GUIDELINES 7 2x4 TRIM 2 JAMB(SEE STRUCT. DWGS. JAMB (SEE STRUCT. DWGS. JAMS(SEE STRUCT. DWGS. 2 2x4 TRIM REVISION DATE FOR ADD'L. INFO.) FOR ADD'L. INFO.) FOR ADD-L. INFO.) 00 o SILL(BELOW) 1111 IN DRYLIN MASTIC TAPE `� 00 N SILL (BELOW) PERMIT SET 12/13/13 (ADHESIVE PRIMER p N N 1 co INTERIOR WINDOW TRIM OVER SHEATHING PRIOR cv ao INTERIOR WINDOW TRIM INTERIOR WINDOW TRIM cv co X 4 Z MASTI T PE (SEE SHEET A8.20) _ (SEE SHEET A8.20 4 ' ¢ z ) (SEE SHEET A8.20) Of MASTIC TAPE w z z z CAULKING W/BACKER g Q 2x BLOCKING AS RE D. g ANDERSEN WINDOW Z Z g a ROD I 2x LOCKING AS REQ'D. ¢ APW 5868 A-SERIES g N z a WOOD JAMB W a I WOOD JAMB 0 a r ¢ HAND-PAINTED VULCUM O ER I I C7 I 1 (SEE SCHEDULE FOR TYP.) C7 w w I I EXTENSION c• w I IVU CUM CAULKING PRIOR TO ::� m z J J WINDOW INS 1 � BRICK MOULD I I EXTENSION W O w z I�i o 1 Iii ii WINDOW STOOL(BELOW) w 1V o i i iii H;r,td, i WINDOW STOOL BELOW ( INS ALLATION OF WINDOW -' zI w ( ) WINDOW STOOL BELOW N o z o 1 11 11 I a = w BRICK SILL(BELOW) I 1 11 11 I _ aw = , L' I a- z z VULCUM CAULKING PRIG TO I 111 11 I O U U = i I 1 n 11 I O cU W U INSTALLATION OF WIND W J111 11 1 WINDOW UNIT z. U w U I I 1 11 11 1 WINDOW UNIT w U 00 O Z 2 O I II n l L7 fA 1 1 I II I I ` z 0 i iii ii i (SEE SCHEDULE FOR TYP.) OD o i iii i (SEE SCHEDULE FOR TYP.) N �¢ j � cn = cn 11 I 11 I ' +' u , � I ,�­ ¢ O � 0 I � z ❑ u p OOp �Z _:�,L�i�i',,Vii, ), z _ z NOTE: VULCUM CAULK ALL z NOTE:.VULCUM CAULK ALL z_ z_ .r I ❑ � w NOTE: VULCUM CAULK ALL '% w w w FINS @ CORNERS,TYP. W w INS CORNERS, TYP. 11 U F @ CORNERS, TYP. w Z ARCHITECT'S SEAL O \ ry I w y y y _' 2 WINDOW JAMB DETAIL SHAKES TYPICAL 5 WINDOW JAMB DETAIL BRICK VENEER TYPICAL s STOREFRONT JAMB DETAIL SHAKES TYPICAL w i, xr, = As.2o Scale: 3" = V-0" As.2o Scale: 3"= V-0" As.2o r � ` Scale: - - 4 ',+ i + Q r I f s r, w 1 {s tr >_ 9E 'R ❑ d F— M O i m 1,11 L c r" z J Z g Z 1 0 0 (L a a a - w O w TRIM (BE I w J VULCUM BETWEEN SILL& TRIM BEYOND w �� ��` , , �� 1 U BRICK VENEER BEYOND I STUD WALL ( ) C7 w cADo DWG. FILE No. t z �i ❑ z w 1 VULCUM BETWEEN SILL& z w ( ) 111 VULCUM BETWEEN SILL& p w o ww SECONDARY 2x4 i i STUD WALL z ❑ N �w Iiii I STUD WALL N z o = 1 ul w cn s BRICK MOULD BEYOND 1 3 SECONDARY 2x4 w w w o- = w CHAMFERED SILL I a. _ (BEYOND) 1 TRIM (BEYOND) _ a U 1 w U 1111 I CHAMFERED SILL w rl = U BLOCKING (TO MATCH i i TRIM (BEYOND) O 1111 1 TRIM (BEYOND) BLOCKING TO MATCH 2 U O U SCALE o C7 9 � PRIMARY 3 1 I r 9 � CAULKING 1n1 i ANDERSEN WINDOW ( z w p ) 1 1 U 1111 PRIMARY ' cwn O� o ❑ 1 1 WINDOW UNIT g O " O 111 1 APW 5868 A-SERIES ) U_ O � � AS SHOWN 1 1 11 . _ O p ❑ 111 1 WINDOW UNIT p O I 11 ❑ Of z_ z 4 X 4 CHAMFERED SILL 1 I SEE SCHEDULE FOR TYP. 0 z z_ BRICK SILL 1111 1 (SEE SCHEDULE FOR TYP.) z O ❑ m 1 ( ) SEE SCHEDULE FOR TYP. 'S IZ — 1111 1 ( ) 3 4 X 4 CHAMFERED SILL z DRAWN BY LAMINATED SYNTHETIC I 1 S � IIu 1 LAMINATED SYNTHETIC � � ' } w w 1 1 w DRYLIN MASTIC TAPE 1111 I WOOD SILL/STOOL w N w LUMBER OR FINISH 1 WOOD SILL/STOOL w w 1111 WOOD SILL/STOOL LUMBER OR FINISH w w SMZ lILI U -- LUMBER W/DRIP EDGE 3 (ADHESIVE PRIMER OVER 1111 LUMBER N!/DRIP EDGE 1 OPE VLZ INTERIOR WINDOW TRIM _ SHEATHING PRIOR TO °11 INTERIOR WINDOW TRIM INTERIOR WINDOW TRIM `sL� LEGAL DESCRIPTION ❑ g�0 N x (SEE SHEET A8.20) N (SEE SHEET A8.20) (SEE SHEET A8.20) x OPE DRYLIN MASTIC TAPE(ADHESIVE PRIMER HOUSEWRAP OVER DRYLIN MASTIC TAPE (ADHESIVE PRIMER U_ OVER SHEATHING PRIOR TO TAPE) 4 SHEATHING (TAPE FROM OVER SHEATHING PRIOR TO TAPE) 1- `� °O FINISH TO HOUSE WRAP) `� a0 co '1U14'111 f a HOUSEWRAP OVER SHEATHING (TAPE FROM SILL PLATE (SEE STRUCT. SILL PLATE (SEE STRUCT. SILL PLATE(SEE STRUCT. HOUSEWRAP OVER SHEATHING (TAPE FROM t= I '."` FINISH TO HOUSE WRAP) N % ao DWGS. FOR ADD'L. INFO. 4 N w DWGS. FOR ADD'L. INFO. DWGS. FOR ADD'L. INFO. c.1 0o FINISH TO HOUSE WRAP O ) ) ) 4 ) PROJECT PHASE 4 PAINTED BRICK VENEER ... ARCHITECTURAL CEDAR SHINGLE RESAWN & 1/2"GWB COLOR: BM. SEA PEARL#OC 19 gn 1/2"GWB 1/2"GWB .: ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED PERMIT SET `/ W/FACTORY FINISH "ALTERNATE-"HARDIESHINGLE" REBUTTED W/FACTORY FINISH"ALTERNATE- 2x8 STUD WALL W/ BRICK TIES 24 O.C. 2x8 STUD WALL W/ 2x8 STUD WALL W/ STRAIGHT CUT SEE ELEVATIONS FOR COURSING I,,` - W " PROJECT NUMBER w "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS R-19 INSUL. (SEE SPECS.) (MAX. 2.67 SQ. F PER TIE) R-19 INSUL. (SEE SPECS.) R-19 INSUL. (SEE SPECS.) PATTERN COLOR : BM. SILVER MARLIN #2139-50 18-11- FOR COURSING PATTERN COLOR: BM. SILVER MARLIN#2139-50 5 i,;, 3/4" PLYWOOD SHEATHING SHEATHING ASSEMBLY&WATERPROOF MEASURES 3/4" PLYWOOD SHEATHING 3/4" PLYWOOD SHEATHING 7 SHEATHING ASSEMBLY&WATERPROOF MEASURES t: ,+ .;; w *CEDAR SHINGLE-RESAWN & REBUTTED W/ FACTORY *CEDAR SHINGLE-RESAWN &REBUTTED W/ FACTORY 't SHEATHING ASSEMBLY&WATERPROOF MEA FINISH OPITIONAL HARDIESHINGLE-STRAIGHT EDGE ` ° y *CEDAR SHINGLE-RESAWN &REBUTTED W/ ( FINISH (OPITIONAL- HARDIESHINGLE-STRAIGHT EDGE ¢ NOTE: VULCUM CAULK ALL PANELS)*RAINSCREEN "HOME SLICKER"BY BENJAMIN NOTE: VULCUM CAULK ALL NOTE: VULCUM CAULK ALL PANELS)*RAINSCREEN "HOME SLICKER"BY BENJAMIN ;Is+,¢ , 1. w FACTORY FINISH (OPITIONAL-HARDIESHINGLE- FINS @CORNERS, TYP. OBDYKE*FLUID APPLIED MEMBRANE (EXOAIRE 230 BY FINS @CORNERS,TYP. CORNERS, TYP. OBDYKE*FLUID APPLIED MEMBRANE EXOAIRE 230 BY NEW CONSTRUCTION E •` rr STRAIGHT EDGE PANELS RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED VULKEM )OVER 5!8" STRUCTURAL ALL PRODUCTS TO VULKEM )OVER 5/8"STRUCTURAL ALL PRODUCTS TO U w MEMBRANE (EXOAIRE 230 BY VULKEM )OVER 5/8" ! APPLIED ACCORDING TO MFG.GUIDELINES 7 APPLIED ACCORDING TO MFG. GUIDELINES STRUCTURAL ALL PRODUCTS TO APPLIED ATLANTIC BEACH, FLORIDA 1 �(� 6jL!LELM 7 SHAKES TYPICAL 4 WINDOW SILL DETAIL BRICK VENEER TYPICAL 7 STOREFRONT SILL DETAIL SHAKES (TYPICAL) . - z As.2o = I Scale: 3" 1'-0" As.2o Scale: 3" = 1'-0" As.zo Scale: 3"= 1'-0" AT LA N T I C B EAC H ❑ COUNTRY CLUB sF z o 10, IFwq ,•I I'll Q DEC 1 6 2013 , WINDOW I _FYa.( 11 °--- DETAILS " i i 1 I av 0- �' U � ,} 1 I II. i ;I _ These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection ' i ��,1's (; ' � j p N Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and 1, " ,� , IliA6 . 20 ,'I;"'° ' 'i" composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of i ! PERMIT SET 12/13/13 . s , r these materials can result in substantial criminal and civil liability. _ v - - --- — - -- -- - , _ , . a e lilt 1 :a`z.,, a I Ile i ,I I x ' it€ , j ." 11 1. 'f� •y... IP'u' Ii, DO NOT MEASURE DRAWINGS `,� , `�N''` AND ALL DISCREPANCIES NOTE: FLUID APPLIED'ROLL-ON' MEMBRANE NOTE: FLUID AP LM�PW�� O . SEE GENERAL NOTES COMPATIBLE W/ALL METERIALS USED. COMPATIBLE W/ ARCHITECTURAL CEDAR SHINGLE RESAWN & MATERIAL DIRECTLY APPLIED TO SHEATHING ARCHITECTURAL CEDAR SHINGLE RESAWN & MATERIAL DIRECTLY APPLIED TO SHEATHING 4,� REBUTTED W/FACTORY FINISH"ALTERNATE- REBUTTED W/FACTORY FINISH "ALTERNATE- 1 "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS "HARDIESHINGLE" STRAIGHT CUT SEE FOR COURSING PATTERN COLOR: BM. SILVER ELEVATIONS FOR COURSING PATTERN COLOR: MARLIN#2139-50 5 BM. SILVER MARLIN#2139-50 5 <l, j, I f I Er , 1, ',,, rG, 11,i SHEATHING ASSEMBLY&WATERPROOF MEASURES SHEATHING ASSEMBLY&WATERPROOF • r' '� ; '�l r *CEDAR SHINGLE-RESAWN &REBUTTED W/ MEASURES , G , I FACTORY FINISH (OPITIONAL- HARDIESHINGLE- 1 3/4" PLYWOOD SHEATHING *CEDAR SHINGLE -RESAWN&REBUTTED W/ 1 3/4" PLYWOOD STRAIGHT EDGE PANELS)*RAINSCREEN "HOME FACTORY FINISH (OPITIONAL- HARDIESHINGLE SHEATHING SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED 1/2"GWB -STRAIGHT EDGE PANELS)*RAINSCREEN MEMBRANE(EXOAIRE 230 BY VULKEM )OVER 5/8 ... �) " "HOME SLICKER" BY BENJAMIN OBDYKE*FLUID 1/2"GWB NOTE: FLUID APPLIED'ROLL-ON' MEMBRANE m STRUCTURAL ALL PRODUCTS TO APPLIED 2x8 STUD WALL W/ APPLIED MEMBRANE (EXOAIRE 230 BY VULKEMLo COMPAI"IBLE W/ALL METERIALS USED. ACCORDING TO MFG. GUIDELINES(D- 2 2 2 2 R-19 INSUL. (SEE SPECS.) )OVER 5/8" STRUCTURAL ALL PRODUCTS TO 2 2 2 2 2x8 STUD WALL W/ N o MATERIAL DIRECTLY APPLIED TO SHEATHING APPLIED ACCORDING TO MFG. GUIDELINES 7 R-19 INSUL. (SEE �`� M `' cu �) FRAMING-5.5"OPEN CELL'SEALECTION 500 HEADER(SEE STRUCT. DWGS. SPECS.) o 1X FURRING 6 FOR ADD-L. INFO.) 1X FURRING g o 00 -a (SEE PRODUCT BULLETIN) R-21 (MIN.) IGNITION BARRIER TO BE LL rn o NOTE: FLUID APPLIED 'ROLL-ON' MEMBRANE HEADER(SEE STRUCT. oo ( � APPLIED OVER SPRAY FOAM. MFG: 'BLAZE LOK'-T.B. (SEE TECH MTL, 11 . FLASHING MTL. FLASHING " aS o w rn COMPATIBLE W/ALL METERIALS USED. DWGS. FOR ADD L. DATA SHEET,TYP.) 2 2 = m m c�i MATERIAL DIRECTLY APPLIED TO SHEATHING INFO.) > ' S o CAULKING CAULKING o N Co 5/8"STRUCTURAL PLYWOOD 6 6 6 6 6 6 6 6 Y o I ARCHITECTURAL CEDAR SHINGLE RESAWN& REBUTTED (SEE STRUCTURAL DRAWINGS) 2 2 X 6 WINDOW HEAD 2 X 6 WINDOW HEAD D M W/FACTORY FINISH "ALTERNATE-"HARDIESHINGLE" „ .. {` qtr �r' x Q AZEK SYNTHETIC PRODUCT-OR-EQUAL �" 00 - "AZEK" SYNTHETIC PRODUCT-OR- EQUAL N v° ,�: , Co x STRAIGHT CUT SEE ELEVATIONS FOR COURSING TRANSOM HEAD TRIM TRANSOM HEAD TRIM 1f: w � co els,` SEMCO STANDING SEAM METAL ROOF ALTERNATE#1 -WOOD PT. KDT 2 PTD. ALTERNATE#1 -WOOD PT. KDT 2 PTD. y PATTERN COLOR : BM. SILVER MARLIN#2139-50 5 (SEE SHEET A8.20 FOR (SEE SHEET A8.20 FOR I a i ilal, ,,t . (COLOR: GALVA LUME PLUS) OVER GRACE WATER& ICE SHIELD. 1 ALTERNATE#2- ANDERSEN EXTREME TRIM SYSTEM N N co ALTERNATE#2- ANDERSEN EXTREME TRIM SYSTEM N N cfl �,��,.-• N ADD-L. INFO.) ADD-L. INFO.) I=t {'rail,' m L `t �"; , COLOR: BM. ICE MIST #2123-70 COLOR : BM. ICE MIST #2123-70 t;, '' �' a0 0 � I 12 6 6 I �;i 1, ,; SHEATHING ASSEMBLY&WATERPROOF MEASURES 3/4" PLYWOOD ch I `, .{ *CEDAR SHINGLE-RESAWN &REBUTTED W/ FACTORY 1 SHEATHING 3 z _ MASTIC TAPE z _ MASTIC TAPE c rn .2 (6 i FINISH (OPITIONAL- HARDIESHINGLE-STRAIGHT EDGE g z 7-= WOOD JAMB g z I WOOD JAMB H*�i 2 C) cn MTL FLASHING @ DRIP EDGE (f ,, I PANELS)*RAINSCREEN "HOME SLICKER"BY BENJAMIN � � 2x BLOCKING ■ - g 2x BLOCKING ■� - ij o? � 1/2"GWB EXTENSION EXTENSION OBDYKE*FLUID APPLIED MEMBRANE(EXOAIRE 230 BY S S z -i a z -j a �4 Y o m 0) .,, - - wHAND-PAINTED VULCUM OVER TRIM BEYOND cuCu VULKEM OVER 5/8" STRUCTURAL ALL PRODUCTS TO ❑ wHAND-PAINTED VULCUM OVER TRIM BEYOND ❑ °' Cu 2 2 2 2 2x8 STUD WALL W/ z ❑ � ( ) z ❑ � (BEYOND) w - APPLIED ACCORDING TO MFG. GUIDELINES 7 ° w w w TRANSOM FINS w w w TRANSOM FINS o- •� k}? R-19 INSUL. (SEE ° ° a- z N ❑ 0- Z ai � ' ' CROWN MOULD PROFILE S&S CRAFTSMAN O U w TRANSOM UNIT O U N ❑w TRANSOM UNIT U) � O SPECS.) ( cn v� '- 1XFURRING g INC. 800-992-WOOD)CATALOG #3453 3/4"X 2 = w U VULCUM CAULKING PRIOR TO (SEE SCHEDULE FOR TYP.) _ w U VULCUM CAULKING PRIOR TO (SEE SCHEDULE a p 3-1/2"OVER 1 X 6 FACIA AZEK-OR-EQUAL 0 � 2 U) INSTALLATION OF TRANSOM o 0 2 U) INSTALLATION OF TRANSOM FOR TYP.) HEADER(SEE STRUCT. p p O p N U t MTL. FLASHING SYNTHETIC PRODUCT ALTERNATE-WOOD DWGS. FOR ADD'L. 0f z_ w O Ir z_ u- O0 2 INFO.) COLOR: BM. ICE MIST #2123-70 3 8 a a NOTE: VULCUM CAULK ALL § z NOTE: VULCUM CAULK ALL 04 CAULKING f 6 6 6 6 w FINS @CORNERS,TYP. w FINS @CORNERS, TYP. Y I 2 X 6 WINDOW HEAD"AZEK" SYNTHETIC w w 2 X 6 WINDOW HEAD PRODUCT-OR- EQUAL ALTERNATE-WOOD PT w w _� : �, "AZEK" SYNTHETIC PRODUCT-OR-EQUAL N CO ` KDT 2 PTD (SEE DETAIL SHEET A X.00 FOR11 °' "' 6 1. 518 GYP. BD. ,; ALTERNATE#1 -WOOD PT. KDT 2 PTD. ADDITIONAL INFORMATION). COLOR: BM. ICE y y v v 11 ALTERNATE#2-'ANDERSEN EXTREME TRIM 'SYSTEM N N c� MIST #2123-70 3 HE DER(SEE STRUCT. COLOR: BM. ICE MIST #2123-70 6 DW S. FORADD INFO.) �) z MASTIC TAPE N co SHEATHING ASSEMBLY&WATERPROOF 7 MEASURES I \ g 2x BLOCKING *CEDAR SHINGLE -RESAWN &REBUTTED W/ 1/2"GWB W FACTORY FINISH (OPITIONAL- HARDIESHINGLE TRANSOM UNIT TRANSOM UNIT `,, `• O TRIM BEYOND ,� 1 '' z -' -STRAIGHT EDGE PANELSI*RAINSCREEN ( ) (SEE SCHEDULE FOR TYP.) (SEE SCHEDULE I 1`L� �,j 1, � !i � z o VULCUM CAULKING PRIOR TO I � * FOR TYP.) "HOME SLICKER" BY BENJAMIN OBDYKE FLUID , - w w INSTALLATION OF SHUTTER 3/4"PLYWOOD TRIM (BEYOND) '( O U APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM SHEATHING TRIM (BEYOND) �' 1 _ FAUX SHUTTER ASSEMBLY )OVER 5/8' STRUCTURAL ALL PRODUCTS TOA I I TLL Y � I; I (9 � - APPLIED ACCORDING TO MFG. GUIDELINES -- - TRIM (BEYOND) WOOD JAMB TRIM (BEYOND) `s ❑ O EXTENSION WOOD JAMB CONSULTANTS � z EXTENSION € § NOTE: VULCUM CAULK ALL ANDERSEN "A" SERIES DOUBLE HUNG 6 STRUCTURAL ` w FINS @CORNERS, TYP. WINDOW 2 2 MCVEIGH & MANGUM ' w N (O N (O 4 ' s . °i ,t 2x AS NEEDED TRIM 2x AS NEEDED TRIM ENGINEERING, INC. N (n N (� 9133 RG SKINNER PARKWAY 4 4 JACKSONVILLE, FL 32256 �., , � I I � , ­ L v 1. % PH: 904.483.5200 . ", -- z ., 12 FAUX SHUTTER HEAD DETAIL @ SHAKES (TYPICAL 14 FAUX SHUTTER HEAD DETAIL as DORMER (TYPICAL) Q Z Q Z MP&FP a Q TRIM BEYOND WOOD JAMB -' Q WOOD JAMB j `: A6.21 Scale: 3" = 1'-0" As.21 Scale: 3" = 1'-0" ( ) w TRIM (BEYOND) 11 -L L5- EXTENSION n EXTENSION MCVEIGH & MANGUM w w P'x,`. = NOTE: VULCUM CAULK ALL TRIM (BEYOND) NOTE: VULCUM CAULK ALL TRIM (BEYOND) ENGINEERING, INC. - - z 0 ❑ FINS @ CORNERS,TYP. z o FINS @CORNERS, TYP. 9133 RG SKINNER PARKWAY w i w 0 N U w C) N U DOOR UNIT PH: 9040483 5200 L 32256 z = w i WINDOW/DOOR UNIT z = w v a0 � � U) (SEE SCHEDULE FOR TYP.) a (SEE SCHEDULE � I w p w 00 w FOR TYP.) = p � o = p O ELECTRICAL = ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED i i C.9 ❑ O 0 ❑ Q O < �11 0 W/FACTORY FINISH "ALTERNATE-"HARDIESHINGLE" i ❑ ❑_ ❑ 1 Ix ❑ MCVEIGH & MANGUM Q STRAIGHT CUT SEE ELEVATIONS FOR COURSING i i x w � w ENGINEERING, INC. "`,�. .� (; � s v PATTERN COLOR : BM. SILVER MARLIN#2139-50 5 i i ❑ O ❑ O 9133 RG SKINNER PARKWAY 1� E ANDERSEN "A" SERIES DOUBLE i i z ❑ z ❑ til 0 z z_ JACKSONVILLE, FL 32256 9 , Y SHEATHING ASSEMBLY&WATERPROOF MEASURES HUNG WINDOW i i t �it r' z w w 'S PH: 904.483.5200 o *CEDAR SHINGLE-RESAWN &REBUTTED W/ FACTORY 1 w w w w 4 X 4 CHAMFERED SILL 3 cn w v� w FINISH (OPITIONAL-HARDIESHINGLE-STRAIGHT EDGE 3/4"PLYWOOD LAMINATED SYNTHETIC LUMBER i � (n LANDSCAPE ARCHITECT ti ` ;,,{ o PANELS)*RAINSCREEN "HOME SLICKER"BY BENJAMIN SHEATHING OR FINISH LUMBER W/DRIP EDGE I 1 :' z OBDYKE*FLUID APPLIED MEMBRANE (EXOAIRE 230 BYv v �L EUTHENICS STUDIO s ' VULKEM )OVER 5/8"STRUCTURAL ALL PRODUCTS TO 1/2"GWB 4 TRIM 1650 BEACH AVENUE z APPLIED ACCORDING TO MFG. GUIDELINES 7 MTL. FLASHING Q, I„ ATLANTIC BEACH, FL 32233 F° 1. o s:, z 2x8 STUD WALL W/ 5/8"STRUCTURAL PLYWOOD 2 SILL(SEE STRUCT. PH: 904.246.6219 �6� N co R-19 INSUL. (SEE (SEE STRUCTURAL DRAWINGS °' "' DWGS. FOR ADD'L. 2x4 TRIM 2 SPECS.) ) INFO.) 17 20 REVISION DATE SEMCO STANDING SEAM METAL 1 TRANSOM HEAD / SILL DETAIL TYPICAL WINDOW / DOOR UNITS TRANSOM HEAD DETAIL FOYER DOOM p SILL(BELOW) 1. N HEADER(SEE ROOF COLOR: GALVA LUME 1/2"GWB As.21 As.21 PERMIT SET 12/13/13 ( Scale: 3" = 1 -0" Scale: 3" = 1'-0" STRUCT. DWGS. FOR PLUS) OVER GRACE WATER& I =r 0 4 N N (D ADD'L INFO.) ICE SHIELD, i ' ,, r; � MASTIC T PE z N w ARCHITECTURAL CEDAR SHINGLE RESAWN & ARCHITECTURAL CEDAR SHINGLE RESAWN & z / Q 2x BLOCKING AS RE 'D. REBUTTED W/FACTORY FINISH "ALTERNATE- REBUTTED W/FACTORY FINISH "ALTERNATE- „ "HARDIESHINGLE"� y aI. HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS HARDIESHINGLE STRAIGHT CUT SEE ELEVATIONS O w VULCUM CAULKING PRIG TO FOR COURSING PATTERN COLOR: BM. SILVER FOR COURSING PATTERN COLOR: BM. SILVER m z D INSTALLATION OF SHUT ER J MARLIN#2139-50 5 MARLIN#2139-50&-\ 1 - � Z ❑ 7\ '.1� ,;":��,` 2 a = FAUX SHUTTER ASSEM LY SHEATHING ASSEMBLY&WATERPROOF MEA SHEATHING ASSEMBLY&WATERPROOF MEA :. O U *CEDAR SHINGLE-RESAWN & REBUTTED W/ *CEDAR SHINGLE-RESAWN &REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE- 1 FACTORY FINISH (OPITIONAL-HARDIESHINGLE- 1I. z ❑ OL STRAIGHT EDGE PANELS)*RAINSCREEN "HOME STRAIGHT EDGE PANELS *RAINSCREEN "HOME ,` '3 3/4" PLYWOOD ) 3/4" PLYWOOD SHEATHIN Q Z SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED z NOTE: VULCUM CAULK ALL SHEATHING �. ❑ � NOTE: VULCUM CAULK ALL MEMBRANE(EXOAIRE 230 BY VULKEM )OVER 5/8" - MEMBRANE(EXOAIRE 230 BY VULKEM )OVER 5/8" 1/2"GWB w FINS @CORNERS, TYP. FINS CORNERS, TYP. ] STRUCTURAL ALL PRODUCTS TO APPLIED STRUCTURAL ALL PRODUCTS TO APPLIED @ 1/2' GWB ARCHITECT'S SEAL f z w ACCORDING TO MFG. GUIDELINES 7 ACCORDING TO MFG. GUIDELINES 7 2x8 STUD WALL W/ D 2x8 STUD WALL W/ � R-19 INSUL. (SEE SPECS.) 11� s' g �6� N a0 R-19 INSUL. (SEE SPECS.) 6 N Co `; _ 0 v 2x4 TRIM 2 2x4 TRIM 2 JAMB(SEE STRUCT. DWG N 00 JAMB(SEE STRUCT. N 00 FOR ADD'L. INFO.) R 11 FAUX SHUTTER JAMB DETAIL SHAKES TYPICAL 13 WINDOW SILL DETAIL DORMER TYPICAL SILL(BELOW) DWGS. FORADD'L. INFO.) SILL(BELOW) III --, 1-1 I w A6.21 Scale: 3"= V-0" A6.21 Scale: 3" = V-0" N N co INTERIOR DOOR TRIM N N (o INTERIOR DOOR TRIM MASTIC TAPE 4 4 (SEE SHEET A8.20) (SEE SHEET A8.20) MASTIC TAPE O ¢ Q 2x BLOCKING AS REQ'D. : r 2x BLOCKING AS REQ'D. � '� �. a ° WOOD JAMB °- ° WOOD JAMB t: o c7 w w HAND-PAINTED VULCUM OVER EXTENSION O w wHAND-PAINTED VULCUM OVER EXTENSION z WINDOW FINS z WINDOW FINS t , ; w z ❑ N ❑ DOOR THRESHOLD (BELOW) z ❑ N ❑ DOOR THRESHOLD 4 ~ d = = VULCUM CAULKING PRIOR TO a_ z = VULCUM CAULKING PRIOR TO (BELOW) w Z O= W 2 U) INSTALLATION OF DOOR DOOR UNIT O U) 2 U) INSTALLATION OF DOOR p � � (SEE SCHEDULE FOR TYP.) DOOR UNIT L 11 ll U) g =O O❑ O❑ \ :) O❑ u O❑ (SEE SCHEDULE FOR W z z NOTE: VULCUM CAULK ALL z z NOTE: VULCUM CAULK ALL TYP.) ' z FAUX SHUTTER ASSEMBLY VULCUM BETWEEN FINS CORNERS,TYP. �' FINS CORNERS, TYP. CADD DWG. FILE NO. SILL&STUD WALL w,N\ w @ w w @ o Y � F � ­ ,,� .... x " ,!, , a O U SECONDARY 2x4 y f I .r, "; . ., _ CHAMFERED SILL BLOCKING SCALE 11 -1.­ ,��­ ­ I I , - , , , o j o (TO MATCH PRIMARY) 3 v y16 DOOR JAMB DETAIL 19 DOOR JAMB DETAIL AS SHOWN ❑z_ 4 X 4 HAMPERED SILL A6.21 Scale: 3"= 1'-0" As.21 Scale: 3"= 1'-0" I � \ CHAMFERED DRAWN BY _ [O '� "i� � s LAMINATED SYNTHETIC w LUMBER OR FINISH SMZ I ' ll I :, x 1, 1%f I L 1. ,Ir I cn LUMBER W/DRIP EDGE 3 LEGAL DESCRIPTION z,,. „�,�, o „a , 5�0 1` I . ,` N X N (D I'", > ,,r, `' � DRYLIN MASTIC TAPE (ADHESIVE PRIMER 9�,`' I'�, I' '' u OVER SHEATHING PRIOR TO TAPE) SILL PLATE(SEE I , ' l I- 4 N 00 . STRUCT. DWGS. FOR NOTE: VULCUM CAULK ALL II , ,, a ,,,(i '. I41 a HOUSEWRAP OVER SHEATHING (TAPE FROM ADD'L. INFO.) 1,1, 11FINISH TO HOUSE WRAP N _ FINS CORNERS,TYP. _ I ,I 'j ) @It+ PROJECT PHASE Z 1/2"GWB Z Z t 4 z Q DOOR TRIM z Q PERMIT SET o ARCHITECTURAL CEDAR SHINGLE RESAWN&REBUTTED DOOR ASSEMBLY(SEE SPECS.) I, w g a (BEYOND) a NOTE: VULCUM CAULK LL DOOR TRIM t, , � ;I > W/FACTORY FINISH"ALTERNATE-"HARDIESHINGLE" 2x8 STUD WALL W/ °- � a FINS CORNERS, TYP. (BEYOND) PROJECT NUMBER C9 w WHITE FINISHED ALUMINUM C7 - w @ ) w STRAIGHT CUT SEE ELEVATIONS FOR COURSING R-19 INSUL. (SEE w w z -� w NO E: DETAIL PENDING REGARDING z J w w PATTERN COLOR: BM. SILVER MARLIN#2139-50 5 SPECS.) z N Z N F18-11- 1 �, ❑ ❑ ALUMINUM .i--- ;,,��i 1�� "i� �'�,: �'� " �, �!Ir �,, w ❑ cn w 5/4 P.T. WOOD BUCK(TO BE VIN L W/INTERNAL DRAINS OR w ❑ cn w Cn i° = SHEATHING ASSEMBLY&WATERPROOF MEASURES 3/4" PLYWOOD p = U INCLUDED IN M.O. COPPER FABRICATED DOOR PAN. _ U THRESHOLD *CEDAR SHINGLE-RESAWN & REBUTTED W/ FACTORY SHEATHING � FLASHING BED OF J FINISH (OPITIONAL-HARDIESHINGLE-STRAIGHT EDGE ❑ 0 ❑ u O DOOR ASSEMBLY(SEE SPE S.) SEALANT Q PANELS)*RAINSCREEN "HOME SLICKER"BY BENJAMIN NOTE: VULCUM CAULK ALL O O O SLOPED SILL W/RETURN 'DOG O O 0 NEW CONSTRUCTION o ❑ EARS' p ❑ WHITE FINISHED ALUMINUM FINISHED ui OBDYKE*FLUID APPLIED MEMBRANE (EXOAIRE 230 BY FINS @ CORNERS,TYP. w w VULKEM )OVER 5/8"STRUCTURAL ALL PRODUCTS TO FLOOR v APPLIED ACCORDING TO MFG. GUIDELINES 7 N - VULCUM (2)BEADS @ CONC. cwnv - VULCUM BEADS@ 11 w aLl FLOOR DD CONC. FL OR71 1 ATLANTIC BEACH, FLORIDA liv,' � � 10 FAUX SHUTTER SILL DETAIL SHAKES TYPICAL o F r, z ' a ATLANTIC BEACH U p G— a p CONC. SLAB a = As.z1 Scale: 3"= 1'-0" a SLOP CoI B/WOOD CONDITION a (SEE ST�FZI�T. FOR Q o p . . p. Q (SEE STR CT. FOR ADD'L. INFO.) . . .p. ADD'L. INF 7 7.1 COUNTRY CLUB - 1�:, : � .1� 11, � I I ­­ 0 - ," I . . IQ o a - . o a ' � L 11 I L IL ­ .. I " � 0 I I -11 ",.11• Q APPLY ASPHAULTIC ROLL-ON NOTE: ALL THRESHOLDS TO MPLY APPLY ASPHAULTIC ROLL-ON NOTE: ALL THRESHOLDS TO COM . ; - o MATERIAL DIRECTLY TO CONC. WITH ADA REQUIRMENTS MATERIAL DIRECTLY TO CONC. WITH ADA REQUIRMENTS . WINDOW & DOOR DEC 1 6 2013 DETAILS �� nnnR TI-IRF'-q"nl n nPTA11 /,Az nnr)P TWPPgHni n nFTA11 r, , /, ;� ks ' z f„ — x 11". P' DO NOT MEASURE DRAWINGS ' ' NOTIff ARCHITECT OF ANY AND ALL DISCREPANCIES illPRIOR TO CONSTRUCTION. SEE GENERAL NOTES f i, b 5 �; tI t ii la �; ,� — �•: rtl`a •i`,,^ , v.. .,, @- ,1�' k �)I 1� NOTE: FLUID APPLIED'ROLL-ON' MEMBRANE NOTE: FLUID APPLIED'ROLL-ON' MEMBRANE COMPATIBLE W/ALL METERIALS USED. I COMPATIBLE W/ALL METERIALS USED. w �n ARCHITECTURAL CEDAR SHINGLE RESAWN & 94 0' rn MATERIAL DIRECTLY APPLIED TO SHEATHING PAINTED BRICK VENEER MATERIAL DIRECTLY APPLIED TO SHEATHING N o REBUTTED W/FACTORY FINISH "ALTERNATE- c•� 1 COLOR: BM. SEA PEARL#OC 19 8 c� "HARDIESHINGLE' STRAIGHT CUT SEE ELEVATIONS ' ' I' it, FOR COURSING PATTERN COLOR: BM. SILVER - Inco i` �� �� � � �, ��) r I _ ' , BRICK TIES 24"O.C. o 00 MARLIN#2139-50 5 @ O I 0 LO I I (MAX.2.67 SQ. FT. PER TIE) W N i '11,11�li if "g r,1, �i SHEATHING ASSEMBLY&WATERPROOF MEASURES : * SHEATHING ASSEMBLY&WATERPROOF MEASURES > c o +iiF '� a �� I. �' _ ,� CEDAR SHINGLE-RESAWN &REBUTTED W/ - c o � CO I� �,��!��' �'�� "1 ' �':r •R FACTORY FINISH (OPITIONAL-HARDIESHINGLE- 3/4" PLYWOOD CEDAR SHINGLE-RESAWN &REBUTTED W/ .. 3/4"PLYWOOD SHEATHING v°, °� in �r ,�i� "'�'4� " . - + �� t �' J�}�, STRAIGHT EDGE PANELS)*RAINSCREEN "HOME 1 SHEATHING FACTORY FINISH (OPITIONAL-HARDIESHINGLE- M fi i " STRAIGHT EDGE PANELS)*RAINSCREEN "HOME , ' x Q �}R ,' I'), I SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED 1/2' GWB � � MEMBRANE(EXOAIRE 230 BY VULKEM )OVER 5/8" 1/2"GWB SLICKER" BY BENJAMIN OBDYKE"FLUID APPLIED i`��. U) LL ,� ( ) 2x8 STUD WALL W/ �Y 11 MEMBRANE EXOAIRE 230 BY VULKEM OVER 5/8" '" " o ,�� ' �' , : STRUCTURAL ALL PRODUCTS TO APPLIED 2x8 STUD WALL W/ R-19 INSUL. SEE SPECS. Iii �"41 'l STRUCTURAL ALL PRODUCTS TO APPLIED 1 ' ui W „I ACCORDING TO MFG. GUIDELINES 7 2 2 2 2 2 2 2 2 ( ) t� � «= o0 0 Lo �i ^�;� 'r, iR ACCORDING TO MFG. GUIDELINES 7 = = � �'ai,l, > ! ,� SPECS.) (SEE ( CT DWGS 2 2 2 CO rn W co R 19 INS ,I , S. HEADER SEE STRU F Rf r , 1X FURRING MTL. FLASHING N N E, la 6 FOR ADD L. INF ) c2i o U) co O. HEADER(SEE STRUCT. �4 � 04 o I MTL. FLASHING DWGS. FOR ADD'L. METAL ANGLE W/LAG BOLTS ,d o rn , 2 I (SEE STRUCT. DWGS.) c`v °) �, NFO.) ' M 45 CAULKING:;�� ) a11 d 6 6 6 6 DRYLIN MASTIC TAPE (ADHESIVE PRIMER OVER 6 6 V6 6 �' - 2 X 6 WINDOW HEAD SHEATHING PRIOR TO TAPE DOOR HEADER(SEE STRUCT.) Q O ` O AZEK" SYNTHETIC PRODUCT-OR- EQUAL `� TRANSOM HEAD TRIM077� N co DOOR HEAD TRIM (SEE 6 6 6 •: ALTERNATE#1 -WOOD PT. KDT 2 PTD. (SEE SHEET A8.20 FOR SHEET A8.20 FOR cel U ` ALTERNATE#2-'ANDERSEN EXTREME TRIM'SYSTEM N N (D CAULK W/BACKER ROD N N m N m0 11 COLOR : BM. ICE MIST #2123 70 6 ADD'L00 . INFO.) ADD'L/ ... , . . INFO.) _,,r o N ' z MASTIC TAPE c BRICK MOULD t` _ Q — Z w a 2x BLOCKING WOOD JAMB 2x BLOCKING WOOD JAMB z Q EXTENSION EXTENSION TRIM (BEYOND) a a- P4 (9 a 4' Z wHAND-PAINTED VULCUM OVER HAND-PAINTED VULCUM OVER TRIM (BEYOND) I w Z ❑ WINDOW FINS 1-1 ' ', I. w w TRIM BEYOND TRIM BEYOND O U N o TRANSOM FINS ( ) It' DOOR UNIT ( ) �� W z i = DOOR UNIT VULCUM CAULKING PRIOR TO DOOR UNIT w z z U t i �) = w U VULCUM CAULKING PRIOR TO (SEE SCHEDULE FOR TYP.) N U w Co c9 INSTALLATION OF DOORZ SEE SCHEDULE FOR TYP. a 2 U) INSTALLATION OF DOOR (SEE SCHEDULE FOR ( ) cn O � w � = O ,. oo 9 � TYP.) � o op I I � z Imo 11 11 I Z NOTE: VULCUM CAULK ALL NOTE: VULCUM CAULK A ❑ ❑ , w FINS @CORNERS, TYPE FINS @ CORNERS, TYP. I r` O 5� , r w O ���i �� Z Z , j CONSULTANTS W W �� R �'� n `� STRUCTURAL y MCVEIGH & MANGUM ,�: "� _ � y y ENGINEERING, INC. '_1 'll 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 . PH: 904.483.5200 ,I,' 23 DOOR HEAD DETAIL WOOD SHAKES 26 DOOR HEAD DETAIL @ BRICK VENEER 29 DOOR HEAD DETAIL (INTERIOR) MP&FP as.2z Scale: 3" = 1'-0" as.2z Scale: 3" = 1'-0" as.z2 Scale: 3"= 1'-0' MCVEIGH & MANGUM i� ° " x z . _ NG,INC. ��:., ENGINEERING,ERI - . _ 9133 RG SKINNER PARKWAY ui ARCHITECTURAL CEDAR SHINGLE RESAWN & JACKSONVILLE, FL 32256 r REBUTTED W/FACTORY FINISH 'ALTERNATE- 4 PH: 904.483.5200 I U "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS ELECTRICAL FOR COURSING PATTERN COLOR: BM. SILVER PAINTED BRICK 1vENEER j �° y U MARLIN#2139-50 5 - COLOR : BM. SEA PEARL#OC 19 8 1 MCVEIGH & MANGUM I' . SHEATHING ASSEMBLY&WATERPROOFMEA BRICK TIES @ 247\ "O.C. ENGINEERING, INC. , �1,, (,'�_11��j( �L,I I`n CEDAR SHINGLE-RESAWN & EBUTTED W/ (MAX. 2.67 SQ. FT. PER TIE) , fl 9133 RG SKINNER PARKWAY ' � ilk, 1 �� JACKSONVILLE, FL 32256 cl : J Y FACTORY FINISH (OPITIONAL- HAR IESHINGLE- z STRAIGHT EDGE PANELS *RAINS REEN "HOME SHEATHING ASSEMBLY&WATERPROOF MEASURES PH: 904.483.5200 O ) 3/4" PLYWOOD 3/4"PLYWOOD SHEATHING U SLICKER" BY BENJAMIN OBDYKE*F UID APPLIED SHEATHING *CEDAR SHINGLE-RESAWN & REBUTTED W/ LANDSCAPE ARCHITECT p ' ,4 o MEMBRANE (EXOAIRE 230 BY VULKE )OVER 5/8" FACTORY FINISH (OPITIONAL- HARDIESHINGLE- 1/2"GWB r } ! � � STRUCTURAL ALL PRODUCT TO APPLIED 1/2"GWB STRAIGHT EDGE PANELS)*RAINSCREEN "HOME DOOR JAMB (SEE STRUCT.) EUTHENICS STUDIO -°� y ° i, w ACCORDING TO MFG GUIDELINES 7 SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED 2x8 STUD WALL W/ N �° 1650 BEACH AVENUE 'i IE I �';�r­ 0 2x8 STUD WALL W/ MEMBRANE (EXOAIRE 230 BY VULKEM )OVER 5/8" R-19 INSUL. (SEE SPECS.) ATLANTIC BEACH, FL 32233 ` > U 6 oo ` R-19 INSUL. (SEE STRUCTURAL ALL PRODUCTS TO APPLIED N �`� N PH: 904.246.6219 I 1,6 4. � 2x4 TRIM 2 SPECS.) ACCORDING TO MFG. GUIDELINES 7 JAMB (SEE STRUCT. DWGS. FOR ADD'L. INFO.) 4 ILL(BELOW) N JAMB (SEE STRUCT. DRYLIN MASTIC TAPE — `� CO _ Z REVISION DATE DWGS. FOR ADD'L. (ADHESIVE PRIMER z Q O N N OVER SHEATHING PRIOR_� N co INTERIOR DOOR TRIM a_ a INFO. PERMIT SET 12/13/13 o MASTIC TAPE 4 INTERIOR DOOR TRIM (SEE SHEET A8.20) a W W J ' � (SEE SHEET A8.20) z DOOR UNIT ' '' � z Z Z CAULKING W/BACKER SEE SCHEDULE FOR TYP. ❑ o ❑w „ � � , z Q Q 2x LOCKING AS REQ'D. Q ( ) z ;I , a Q _j J � ROD W 2 IL a- WOOD JAMB o w a WOOD JAMB W WHAND-PAINTED VULCUM OVER EXTENSION z w BRICK MOULD EXTENSION a0 Of z z _j WINDOW FINS z p —' Lu O " � }': >_ Z N p DOOR THRESHOLD w w N p DOOR THRESHOLD (BELOW) o = o M d = = VULCUM CAULKING PRIOR TO (BELOW) O U _ LL 0 07 0 o g INSTALLATION OF DOOR DOOR UNIT � o � g � DOOR UNIT ❑ p Q co \ (SEE SCHEDULE FOR TYP.) O ❑ Z �`i�41 `' a ❑O O W O (SEE SCHEDULE FOR z U_ O z - t,, R ,, ;' ,` r W o z TYP-) z S I j 'i11 I z NOTE: VULCUM CAULK ALL A NOTE: VULCUM CAULK ALL w dlLU w l I % �I l z w w FINS @CORNERS, TYP. W w @ cwn ,. 11 ��, •❑ W w W FINS CORNERS, TYP. �', w 1I 11 }�33h l � i'h Illi SII ,I'` �. Q �. ARCHITECT'S SEAL �} I li I':1 !� 'A U y y r iG 1 _� I 11 I( 11y y R !: �;I, '1 1 i 2 y y � I {( � I , 2 I ' Q ,} �v U , a�a a ,, J 11 5;. W r, i `� 22 DOOR JAMB DETAIL WOOD SHAKES 25 DOOR JAMB DETAIL BRICK VENEER 28 DOOR JAMB DETAIL INTERIOR +� " �` } t '%` ,` r' x = as.22 Scale: 3" = 1'-0" as.22' Scale: 3" = 1'-0" as.22 Scale: 3"= 1'-0" ei t I1. y - ' t I F I , O '�''t 1 i ' ?„ 0.' 01„ [: p 4 R. G t , W O r... W H ZD - w -- I- €' ,", t t '•'' I O s � e ��� ' U CADD DWG. FILE NO. I 4. °l; NOTE: VULCUM CAU SCALE NOTE: VULCUM CAULK ALL FINS @ CORNERS, T P. _ FINS @CORNERS, TYP. DOOR ASSEMBLY AS SHOWN _ W '" , I `n z z DOOR TRIM g (SEE SP CS.) jj� } Q gDOOR ASSEMBLY(SEE SPECS.) DOOR TRIM z _ DRAWN BY Q Z _: + , a (BEYOND) _ (BEYOND) DOOR TRIM a SMZ �, -.�� 4, , 1'I . ill CD a W WHITE FINISHED ALUMINUM o a W WHITE FINI 'HED r, "I ' Y Z W W J ALUMINUM (BEYOND) w W LEGAL DESCRIPTION BEYOND a 111�1 I o z w NO E: DETAIL PENDING REGARDING _j NOT : DETAI PENDING REGARDING N '` �' z ❑ N ❑ VIN L W/INTERNAL DRAINS OR w p ca ❑ VIN L W/INT RNAL DRAINS OR ALUMINUM W o a cn w ❑ w 5/4 P.T.WOOD BUCK(TO BE w 5/4 P.T.WOOD BUC ' TO = a- W w = a W W ( THRESHOLD W z a W 4 � p M 2 v INCLUDED IN M.O. CO PER FABRICATED DOOR PAN. = COP ER FAB ICATED DOOR PAN. O = U BE INCLUDED I 2 U O = i o = FLASHING = FLASHING BED OF SEALANT ry _ W O j W DOOR ASSEMBLY W O ❑ a O p O SLOPED SILL W/RETURN 'DOG O O p (SEE SPECS.) p O O a O p SLOPED SILL W/ RE 'URN ❑ O ❑ EARS' ❑ W 'DOG ARS' FINISHED FLOOR W W PROJECT PHASE r z w w uwi w F7PERMIT SET - �z� R ' � VULCUM (2) BEADS @ CONC- VULCUM (2)BEA )S @ 9 i 11 > FLOOR , CONC. F OR PROJECT NUMBER _.,, -t �f� V" I F`. flt W t ,3 Z- I �' Uj �I �I p ° p 18-11- H a V_ 'i � a a V SLOP p a V gLOPE a � � CONC. SLAB ° p 0 p a COtV . B/WOOD CONDITION p a CON SLABV/ D CONDITION p d ($EE STRUCT.FOR p, a Q (SEE STR CT. FOR ADD'L. INFO.) p, (SEETRUCT. FO ADD-L. INFO.) ADD'L. INFO.) °. J Q �. ° ° NEW CONSTRUCTION w 4 V Q P _ a V Q ^ 1 I Ir'. ,I, , 1 Cr APPLY ASPHAULTIC ROLL-ON NOTE: ALL THRESHOLDS TO MPLY APPLY ASPHAULTIC ROLL-ON NOTE: ALL THRESHOLDS TO MPLY NOTE: TALL THRESHOLDS TO COMPLY s ;I. MATERIAL DIRECTLY TO CONC. WITH ADA REQUIRMENTS MATERIAL DIRECTLY TO CONC. WITH ADA REQUIRMENTS WITH ADA REQUIRMENTS ATLANTIC BEACH, FLORIDA r ; , i j �` ' 21 DOOR THRESHOLD DETAIL WOOL) SHAKES 24 DOOR THRESHOLD DETAIL @BRICK VENEER 27 DOOR THRESHOLD DETAIL INTERIOR „ , �� Q = x6.22 as.22 as.22 I ATLANTIC BEACH U Scale: 3" = 1'-0" Scale: 3"= 1'-0" Scale: 3"= 1'-0' f = ` z COUNTRY CLUB } p U 0 - ii, O { � � ah a tai ,, 3 s fF �— = DOOR DETAILS 11 � T!t ;, DEC 1 6 2013 Yo P �_e a o T& I IThese materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Ab . 22 I t v� I ` Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and '. ,, , ti � � �* composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use ofI PERMIT SET 12/13/131 z ,t these materials can result in substantial criminal and civil liability. , E ,t �. , _ �I b DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES E i s i LO CF) O N O N N O co C00 co O co > ch C O N O cu 1 c U) co (h I. N 7 N U II I U � o fi t r Q) u 4 a EL 2 DOOR HANDLE ai coO CLO m a % THERMOSTATCU C3' E'2� cU t N U co z; rn N SWITCH N 0 WALL OUTLET LZ 16" Q Q CARD C° READE 0 LO M `p I co o — Jfi f DOORWAYS SIGNAGE DETAIL CONSULTANTS s u STRUCTURAL MCVEIGH & ENGINEERING, INC.MANGUM 9133 RG SKINNER PARKWAY 10" 42" 36" 6" JACKSONVILLE, FL 32256 PH: 904.483.5200 1 1 2" GRAB BARS GRAB BARS M P&FP 15" MIN MCVEIGH & MANGUM I ENGINEERING, INC. 9133 RG SKINNER PARKWAY Uj JACKSONVILLE, FL 32256 PH: 904.483.5200 D w ELECTRICAL af MCVEIGH & MANGUM !, v � - Q `Y' ENGINEERING, INC. Z p w o o ! (V 9133 RG SKINNER PARKWAY I Y o ti ��, JACKSONVILLE, FL 32256 o 41, PH: 904.483.5200 LANDSCAPE ARCHITECT ' TOILE / GRAB 18" URINAL BABY CHANGE EUTHENICS STUDIO 1650 BEACH AVENUE Z BARS HOLD STATION Z ATLANTIC BEACH, FL 32233 PH: 904.246.6219 h ° w 0 'I LL 21 REVISION DATE PERMIT SET 12113/13 o 36" MAX. n .I U W X W X W ! Z m Q m Q m 11 w o � F _ �t W W W } o z z o 0 0 0 Z ~ g c i v~i a } O O ( C9 W W \LW ,• 2 ° SOAP TOILET TISSUE DISPENSER PARTITION—MOUNTED PAPER TOWEL } Z DISPENSER TOILET TISSUE DISPENSER Q Uj L U ARCHITECT'S SEAL O U w U 2 0 17" MIN. IH g 0 0 c Q I o 0 � X I 1 m 8" IQ U_ rl€ 4 0 V+ N I t CADD DWG. FILE NO. 0 O l .. w LAVATORY MIRROR ROBE HOOK FIRE EXTINGUISHER SCALE w �r w CABINET AS SHOWN w FBC 200 7 ADA CHAPTER 11 REQUIREMENTS DRAWN BY a rn SMz LEGAL DESCRIPTION O IL O PROJECT PHASE Z o PERMIT SET } w PROJECT NUMBER LU 1 � 18-11- J NEW CONSTRUCTION q J u H U w ATLANTIC BEACH, FLORIDA 6 U Q o ATLANTIC BEACH Y Z COUNTRY CLUB 1 HANDICAPPED & .� DEC 1 6 2013 MOUNTING HEIGHT Yo4CC..smQ DETAILS U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection �� Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement andPERMIT SET 12/13/13 , r composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of . 40 these materials can result in substantial criminal and civil liability. _41, �r, i, ,.. :: �.: '.a•�. � f 1 � J ;'Y" u . i-ak, .. r ,. - c..„_ . n =, w t �� .. .�... � ��i _._ I ' r , DO NOT MEASURE DlAWINGS � NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES NOTES!i I—,r 1 S 1. SEE SHEET A6.40 FOR MOUNTING LOCATIONS I, Y 2. SEE INTERIOR DESIGN DRAWINGS"HUGO'S INTERIORS"FOR DETAILED INTERIOR SPECIFICATIONS t'R1 k 1. p Ch N M xt s p N s _ O 0LO0 IL0� OED N N00 O LL Cn > Ch O 0O p MC p � O U p CU x a X U) LCL Z{ x r4 PAINTED GYP. BD. ZPAINTED GYP.BD. ZPAINTED GYP.BD. ZPAINTED GYP.BD. ' - N N N � O U) (P U o C', ai 1 Y p N p o- 1n 70 0-0 m N 0 k c° CN a 0) N hf K i t h -j k 1 ; • CONSULTANTS BOTTOM OF BEAM ot BOTTOM OF BEAM 13'-2 1/4"(22.56) 13'-2 1/4"(22.58') qr STRUCTURAL f rs i,akltj r'I i,' MCVEIGH & MANGUM ,P ENGINEERING, INC. �` x,£ 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY `i� ui JACKSONVILLE, FL 32256 - - - PH: 904.483.5200 D i N l G ALL D I N I G ALL ELECTRICAL MCVEIGH & MANGUM a ENGINEERING, INC. j 119 11 9133 RG SKINNER PARKWAY { ❑ JACKSONVILLE, FL 32256 " z PH: 904.483.5200 I LANDSCAPE ARCHITECT L EUTHENICS STUDIO Z 1650 BEACH AVENUE z — OORS T /� — /� — OORS T -IL — ATLANTIC BEACH, FL 32233 O _ DINING DINING _ ! U �/ V STIBUL �/ V STIBUL PH: 904.246.6219 jmi r , REVISION DATE PERMIT SET 12/13/13 0 1 ¢ I w + _ I TOP OF FINISHED FLOOR TOP OF FINISHED FLOOR k = 0'-0"(9.40) 0'-0-(9.40') I, O j Ow a 1 MAIN CLUB HOUSE - DINING HALL LOOKING SOUTH 2 MAIN CLUP HOUSE - DINING HALL LOOKING SOUTH Z ,p�, , l �'I' ❑ Az•10 Scale: 1/2" = 1'-0" ALTERNATE#1 A7.10 Scale: 1/2"= 1'-0" ALTERNATE#2 w ARCHITECT'S SEAL U_ 4 Z 1 f t O w 0.' w t v � F f O r Q — FINISHED CEILING — — FINISHED CEILING OL Q 11'4"(20.73') w ' H 1 ! s ❑ w U CADD DWG- FILE NO. rU.1SCALE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LPAINTED GYP. BD. AS SHOWN ❑ ;t w M DRAWN BY SMZ Y SHOWER WOMEN'S WOMEN'S PRIVATE WOMEN'SATE GLEAL DESCRIPTION w o SHOWERS RESTROOM RSTROM 134 132 132 H /PAINT D P.BID PAINTED GYP.BD. A7.10 2 IRROR I, 111 ! Q PORTAL TO ZPORTAL TO PROJECT PHASE } I Z WOMEN'S WOMEN'S SHOWERS7 I RESTROOM PERMIT SET zy, u 90 w f] f' PROJECT NUMBER w { W 7 18-11- I ,. I z I' c� NEW CONSTRUCTION uj TOP OF FINISHED FLOOR e E z [ £ a TOP OF FINISHED FLOOR 0'-0'(9.40') 0'-0"(9.40') _ � ATLANTIC BEACH, FLORIDA re t' 2 MAIN CLUB HOUSE - WOMEN'S PRIVATE RESTROOM LOOKING SOUTH 3 MAIN CLU HOUSE - WOMEN'S PRIVATE RESTROOM LOOKING EAST ATLANTIC BEACH Q A�.10 Scale: 1/2"= 1'-0" A7.10 Scale: 1/2"= 1'-0" Z COUNTRY CLUB U 1 x ❑ ¢ INTERIOR CD " ELEVATIONS DEC 16 2013 ' a Yo fog O 'r fiThese materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A7 . 1 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and r composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of PERMIT SET 12/13113 Z` these materials can result in substantial criminal and civil liability. pqr f 3 • , :. a .. -,,, , S4 Ir ` Y �. I ^`k i „-. DO NOT MEASURE DRAWINGS FINIS- - HED CEILING NOTIFYARCHITECTOFANY AND ALL DISCREPANCIES _ HCEILNG TTO CONSTR V CTION. SEE GENERAL Fi0TE5 •` ISED (20'15') w M.z° PAINTED GYP.BD. GYP.BD. PAINTED GYP.BD.ZPAIN"EDNOTES 7 "I t i - 1. SEE SHEET A6.40 FOR MOUNTING LOCATIONS — — — — — — — — — — — — — — — — — — — DETAILED INTERIOR SPECIFICATIONS 1 9 a tx { t 7 5 MEN'S PO0 HANDICAP N EN'S POOL i W.C. N �. 1 VESTIBULE RESTROOM RESTROOM M M Zcv 141 14 142A o o A7.20 7 PAINTED GYP.BD. 6 A7.20 4 ZPAINTED GYP. BD. IL rn _p L0 co is ANO � O — co N N Z FOUNTAINS � `� O PORTAL TO COUNTERTOP YC) o URINAL URINAL W/SINKS `�..I� U Z3a) cu U) L.L I � .. elf :r ; 11ra x O co pC \ \ V (A o0 (D LM L N 04 7 N r ` t _ _ 1 r - , 5 - g ( I ' " a I I TOP OF FINISHED FLOOR "/" \ ) � a TOP OF FINISHED FLOOR a' i e �\yam/j V i 0'-0'(9.40') O a) 4 CABANA - MEN'S POOL RESTROOM LOOKING NO r5 CABANA - MEN'S POOL RESTROOM (LOOKING WEST) N # A7.zo Scale: 1/2"= V-0" A7.zo Scale: 1/2" = V-0" N `,may FINISHED CEILING11d FINISHED CEILING FINISHED CEILING Z .; ... �.r . s t k r Z Z < r PAINTED GYP-BD- PAIN ED GYP. BD. PAINTED GYP. BD- J -- — — — - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - -- -- - - - - - - - -- - -- - - - -- - - -- - - -- - - - - - - - - - - - -- - - - -- - - - -- - -- - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - CONSULTANTS I MEN'S 1100.. HANDICAP h EN'S POOL W.C. HANDICAP STRUCTURAL VESTIBULE RESTR O RESTROOM RESTROOM MCVEIGH & MANGUM 141 14 142Aq ol,p 142A ENGINEERING, INC. A7.20 7 6 A7:20 4 j 9133 RG SKINNER PARKWAY ZPAINTED GYP. BD. ZPAINTED GYP.BD!0- . ZPAINTED GYP. BD. JACKSONVILLE, FL 32256 HANDICAP PH: 904.483.5200 • r �I J�^ i' ! ; ZPORTAL TO COUNTERTOP MIRROR M P&FP FOUNTAINS URINAL URINAL W/SINKSWATFR �I ANGUM _ �> _ ENGINEERING, 9133 RG SKINNER PARKWAY I !� w JACKSONVILLE, FL 32256 I D \ \ PH: 904.483.5200 U ELECTRICAL MCVEIGH & MANGUM a ENGINEERING, INC. _ _ � (°9 � g r I � 1�-a� `—; � � �£� 9133 RG SKINNER PARKWAY 8 4 4 9 I : II i ( # P TOP OF FINISHED FLOOR `i 4 i TOP OF FINISHED FLOOR ( . c i s : TOP OF FINISHED FLOOR — ` JACKSONVILLE F 32256 Z a'-o'(9AU) 0'-0"(9.40') 0'-0"(9.40') PH: 904.483.5200 L hh r 0 U LANDSCAPE ARCHITECT 6 0 CABANA - MEN'S POOL RESTROOM LOOKING SOUTH 7 CABANA - MEN'S POOL RESTROOM LOOKING EAST $ CABANA - MEN'S POOL HANDICAP RESTROOM LOOKING EAST ' I ( ) EUTHENICS STUDIO k " w A7.20 Scale: 1/2" = V-0" A7.zo Scale: 1/2" = V-0" A7-zo Scale: 1/2"= T-0" 1650 BEACH AVENUE Z ATLANTIC BEACH, FL 32233 PH: 904.246.6219 Z w F- F_ 1 — FINISHED CEILING-\ FINISHED CEILING 10-9•(zo.15') — REVISION DATE a PERMIT SET 12/13/13 'ti 0- 0 UZPAINTED GYP.BID'7 7 PAINTED GYP. BD. ZPAINTED GYP. BD. ZPAINTED GYP. BD. ` w Z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —, — — — — — — — — — — — - -- — — — — — — — — — — — — — i.tk " v Q J a t" J O Off WOMEN'S POOL HAN ICAP W.C. WOMEN'S P L Q VES IBUL RESTROOM RES 00 RESTROO Z 145 145 w Q ARCHITECT'S SEAL I � 10 A7.20 12 ZPAINTED GYP.BD- 1 A7.20 9 ,I Z MIRROR PORTAL TO s> VESTIBULE U w W U O D LU f i $ 3 f q 6 3 2 1 E i ot s a @ $ ) t I TOP OF FINISHED TOP OF FINISHED FLOOR D CL) J CABANA - WOMEN'S POOL RESTROOM LOOKING NORTH 10 CABANA - WOMEN'S POOL RESTROOM LOOKING WEST o g A7.zo Scale: 1/2" = 1'-0" A7.zo Scale: 1/2" = 1'-0" . U CADD DWG- FILE NO. 0 � SCALE a FINISHED CEILING FINISHED CEILING _ w 11 10'-9"20.15') — — — 1a-s"(zo.1s) — — AS SHOWN I U) Z) w ZDRAWN BY + a CO ' } ISMZ a PAINTED GYP.BID ZPAINTED GYP-BD. ZPAINTED GYP. BD. LEGAL DESCRIPTION O 7 r - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LL O c: F- d 0 PROJECT PHASE o HANDICAP W EN'S OL WO EN'S POOL i W.C. HANDICAP PERMIT SET > Z RESTROOM R TRO VESTIBULE R T RESTROOM PROJECT NUMBER w 145A 145 144 1 145A 18-11- PAINTED GYP. BD. 7.20 1 9 A7.20 11 PAINTED GYP.BD. ZPAINTED GYP. BD. F- C7 HANDICAP PORTAL TO MIRROR 7 7 Q FouNTAws NEW CONSTRUCTION LLI U w ATLANTIC BEACH, FLORIDA ATLANTIC BEACH x Z COUNTRY CLUB O TOP OF FINISHED FLOOR I I i t E z 3 i TOP OF FINISHED FLOOR @} 4 DEC 1 6 201 CD INTERIOR � 11 CABANA - WOMEN'S POOL RESTROOM LOOKING SOUTH 12 CABANA - WOMEN'S POOL RESTROOM LOOKING EAST 13 CABANA - WOMEN'S POOL RESTROOM LOOKING EAST ELEVATIONS A7.2o Scale: 1/2" = V-0" A7.2o Scale: 1/2" = V-0" A7.2o Scale: 1/2"= V-0" s � � I O II o U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A7 . 20 c I r= Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and fall other elements of the design. Unauthorized use of ' PERMIT SET 12/13/13 I these materials can result in substantial criminal and civi liability. .. ., , . .. ... _,... ._. ,.. - _. _..- -- ._ .. ... d ,_ .• ..... ...... .. - - , ..,. .., , , I. °I IMI;" Il ul .. r. - ,-:. - 1-_ ,. .. ..::< ....,.. ,,, f:_,. ,._•- ::_`_ __.--_—__ _. - _ -- .c_' _ _ .—__ _.,., - _ .,..- -__. _... re r- -___ — - ___ _i t, __-., e,..e_,. --___-- - ____—_ --- . - _<.,. ll: 1 I ._ 1. al. .L.L .. ...... ._ .. J,_.. 1 _,. __a z-_,._. - _— ...- I, I (. I DO NOT MEASURE DRAWINGS 'f FINISHED CEILING ot FINISHED CEILING NOTIFY ARCHITECT OF ANY AND AIL DISCREPANCIES *, 10'-9"(20.,5') — — — — — — 10'-9"(20.15') PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 4 r PAINTED GYP. BD. PAINTED GYP BID ZPAINTED GYP. BID ZPAINTED GYP.BD. NOTES 7 7 f ill. . II la :t 1)I pol l yl�', 1. SEE SHEET A6.40 FOR MOUNTING LOCATIONS - - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — _ 2. SEE INTERIOR DESIGN DRAWINGS HUGOSINTERIORS FOR \ DETAILED INTERIOR SPECIFICATIONS t I k \ MEWS TE IS \ o LO i A t `{ URINAL RE TRO M N N O O co 152 \ foo O \ LO 152 � o A7.3o 14 15 A7.3 \ LL C? o LO N W ZPORTAL TO PORTAL TO > c o s° MIRROR MIRRO \ � = f"? � N m o rn DOOR TO c O � M SHOWER URINALCY OVERED PORCH Y o ILL� I QNQ Q n n kC U) J_ 0 00 C) LO - � / U) � M �j rr/=^3 N I I / L 0 U) I I M i� U o , f I J C) a� rn J s L O U � s � � ..... ,....- _.5--- _...-._... ,.�,w.. y _x.r............. ,x,,, �,_ ;--"_ f0 n� � j g3 1 5 g f... TOP OF FINISHED FLOORIJ ) ) i TOP OF FINISHED FLOOR 1 0'-G-(9.4 0') — — — — — 0'-0•(9-40') - ( / X141/ U ca 0 a0 a) 15 TENNIS / FITNESS CENTER - MEN'S RESTROOM LOOKING WEST 14 TENNIS / FITNESS CENTER - MEN'S RESTROOM (LOOKING NORTH) N 0 Az.3o Scale: 1/2" = 1'-0" A7.30 "1 k� f, Scale: 1/2"= 1'-0" rn N FINISHED CEILING -- FINISHED ILINGOL ,0'-x•(20.,5') L ZPAINTED GYP.BID ZPAIN ED GYP. BD. ZPAINTED GYP. BD. 7 Zr1J � � _ PAINTED GYP.BD. - - - -- - / - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - — 1— - - - - — - - - - -- - - - - - - - - - - - - - - - 3% , % CONSULTANTS x WO EN'S NNIS W.C. STRUCTURAL R STRO M \ MCVEIGH & MANGUM 153 ENGINEERING, INC. / A7.30 6 17 A7.30 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 ff PH: 904.483.5200 r _ DOOR TO PORTAL TO MP&FP Z'a, f \ OVERED PORCH SHOWER MCVEIGH & MANGUM ENGINEERING, INC. ' \ 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 D \\ PH: 904.483.5200 (, w \ ELECTRICAL K I \ MCVEIGH & MANGUM T_ ENGINEERING, INC. - W....,,.. w. ,. . .x,. ,.. .•. W .� ..,,�. - _...._-._ .,,. -.... _....;., .-_.._ 9133 RG SKINNER PARKWAY TOP OF FINISHED FLOOR e i ; r i ? 4 £ I I TOP OF FINISHED FLOOR _ 0'-0"(9-40') _ z H�9040.483 5 00 L 32256 :f I O 'I tY 0 TENNIS / FITNESS CENTER - WOMEN'S TENNIS RESTROOM LOOKING NORTH 16 TENNIS / FITNESS CENTER - WOMEN'S TENNIS RESTROOM LOOKING EAST) LANDSCAPE ARCHITECT i ' I ° 17 ) EUTHENICS STUDIO Z A7.30 Scale: 1/2" = 1'-0" A7.30 Scale: 1/2"= 1'-0" 1650 BEACH AVENUE Z ATLANTIC BEACH, FL 32233 U PH: 904.246.6219 Z F— y REVISION DATE p PERMIT SET 12/13/13 p U) LU 0 u k � O LL + Z Q Z 4 ARCHITECT'S SEAL A s U O U e � 2 �. O j NI O t tl s } I> o w m h - � s; U) 0 0 �. U CADD DWG. FILE NO. D R" ) 0 h LU f t � SCALE AS SHOWN P � w • �.. w _ m DRAWN BY SMZ 41 Y LEGAL DESCRIPTION r !Y U LL I PROJECT PHASE Z o PERMIT SET > of PROJECT NUMBER ,• w 1 ' U 18-11- t ? # O 7 I J NEW CONSTRUCTION I W 1 U LU ATLANTIC BEACH FLORIDA f 0f - U ATLANTIC BEACH o COUNTRY CLUB 7 V1 o INTERIOR DEC 16 203 ELEVATIONS Y:sC� a � ' } O These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A .. I ?I Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and Y 0 PERMIT SET 12/13/13 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of �tll kthese materials can result in substantial criminal and civil liability. t t� S - tl e t DO NOT MEASURE DRAWINGS V 7 NOTIFY ARCHITECT OF ANY AND ALL DISC A C PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ................................itI...........IIIII............ .... ..I....... 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"', PH: 904.483.5200 .... ....... itItELL MP&FP tMCVEIGH & MANGUM P 6r ILL ENGINEERING, I N C J, I I �6 t I I -9133 RG SKINNER PARKWAY PH: 904.483,5200 ELE TRICAL w MCVEIGH & MANGUM u to ENGINEERING, I N C. ITE M a ture,C' n, C escr.and D n 2/ ' 2/ 9133 RG SKINNER PARKWAY JACKSONVILLE, FIL 32256 IF L01-1 R 1,"G, PH: 904.483.5200 Z 0 ........... LANDSCAPE ARCHITECT N at t to M Ot A I d a 79.101 d ,5A 0 EUTHENICS STUDIO Z 1650 BEACH AVENUE t' M 0 h a w.k 8,00-554n 6,63 7 H a rm 0 n i C.,Me,00400 B.eigf!,'Ha(.mony U)Z ATLANTIC BEACH, FIL 32233 CLI 0 PH: 904.246.6219 Z 4 '57 T rn a W LU �S I ............. re C REVISION DAT E PERMIT SET 12/13/13 ............0 4 '4 n, H a w00 1 2 0.7,44 1�4,'Te 0413 H 9 eter,9 4�0,j 0 ILAI3, lto'V istar. onala 'a k 'gi *W o a ng, ting f�, M porate. r U t 'O �9 Z 'y' n 'n;g n 0k,III T W> r e -0.( V,$007 e n Z h "!�,�, ,a WWO I k 0 Y.!1,4 Ir 0 A ry '4q�r C �e............0 a.n r T ijje�r _WP x 24"G ro ut P ro.spec,,5, j "r k 0.0 I '44 0 J�OF Cje" Wet� $Q' t,-3 nCe A57MC,050- ,he Mi�Pt< 'Q,�p J� obi I OT "''5,9 ;W IFT k Z 3, W- M,_ , .��6 6 �A r C w Wr y Or eram I 'ARCH ITECT'S SEAL or 00 V e GOO P e t"o 0 III WA 'TILE SMNrE' IL w t0 0 0S olla WTj T-i I 0 x n0 Wgtr�6 ...... 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LEGAL 1)E S C R I PT I 0 N --5 -14 1:4 W4 lr�ppj�f P jili P Igo F T mi�l P e.,a dex ftaote 0 ............ j,6 f(6 r I C� 4 7,Ph I Ij I _5, 04 Maple�_5�roo, ,4'14r 46 W(:,5 P a P E S ASTMI 1 4 Cla,5,5'r A .................0 WC6, Ij Pj TB U F,o t,Mit"slkfn6fs, ry PROJECT PHASE 0 PERMIT SET LU tiC 'Al 1-jr W- ('p 1, PROJECT NUMBER y Nj* tot'n,,:e. st, -to> wo 0), ,n r,,r,or w aZe�r 21,3 ;7� 5,Q r 8e 6ja mi[n,U)Uj ------ 18-11- M"d r -:k6 a lH r C, H C IAin,2 I 4 2�6 P4 C qlarn< Ojr ,7 ,trt,'; W 0,,e r,n �0,Moo hjt' U-1 ..............r ......­Z)U.1 ATLANTIC BEACH, FLORIDA Iry ATLANTIC BEACH COUNTRY CLUB Z 0 0 FINISH DEC 1 6 2013 Y.tt0 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A8 . 1 0 IEEI P6 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and PERMIT SET 12/13/13 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of hese materials can resul t in substantial crimin al and civil habil ity.t v u. P ^111 3 11 x 211 �J } 4 2 4 4 ' DO NOT MEASURE DRAWINGS f NOTIFY ARCEMCT OF ANY AND AIL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES s } r i1 SSI-1854 3l4"x 5-13/16" ACEILING MATERIAL v _ as.2o Scale: SCALE: FULL SCALE CjT MM CD �}t 4 - ' SSI-485 SSI-485 SSI-437 N N M 1-1/2" x 4-15/16" 1-1/2" x 4-15/16" 1%6' x 4-15/16" LO 0o OO : - I , ILN o � CD � C� > M C O C i O :«• Ch Y O U j�CY) � X LL Cc s LL it , II i r' I i •,�_� CO O 00 B CORNICE ASSEMBLY C CROWN & OVER DOOR 81o =s C14 M ascn .2o Scale: SCALE: FULL SCALE as.2o Scale: SCALE: FULL SCALE U o t , L 0 U f M LL a U S4S U �' °�' i6O ,,. En 5/4" x 9 1/4" n O a� Y 4 • ,, 611611 2 co I f 0, lo P4CORNICE ASSEMBLY A A8.20 SSI-769 la I Scale: SCALE: FULL SCALE SSI-1701 MODIFIED 1-1/16" x SPEC." 1-7/16" x 2-1/16" bf � 1-1/96 Ix SPEC.' - 13..4 2 A SILL & NOSING MATERIAL CONSULTANTS r as.2o Scale: SCALE: FULL SCALE _ a ST.�UCTURAL MCVEIGH & S4S ENGINEERINGANGCUM VARIES _ I` r- ZO IN 9133 RG SKINNER PARKWAY ch JACKSONVILLE, FL 32256 PH: 904.483.5200 SSI-769 MODIFIED MP&FP 1-7/16" x 2-1/16" �IN MCVEIGH & MANGUM ENGINEERING, INC. SSI-3286 9133 RG SKINNER PARKWAY MODIFIED JACKSONVILLE, FL 32256 ui 11/16" x 3-1/2" S4S PH: 904.483.5200 5/4" x 3 1/2' ELECTRICAL w MCVEIGH & MANGUM VARIES A WINDOW SILL & APRON SSI-3286 na.zo Scale: SCALE: FULL SCALE SSI-3657 91331 G SKINNER PARKWAY r fkf ql i U 4 I , i o MODIFIED �� Z 11/16"x 3-1/2" 3/4" x 1-1/4" JACKSONVILLE, FL 32256 PH: 904.483.5200 NOTE: TRIM SUB-CONTRACTOR TO PROVIDE LANDSCAPE ARCHITECT LL ASSEMBLIES (LIMITED) IN EACH ROOM FOR APPROVAL EUTHENICS STUDIO Z FURNITURE-GRADE PLYWOOD - 1650 BEACH AVENUE rf x Z a 3/8" oo ATLANTIC BEACH, FL 32233 Ili m O U PH: 904.246.6219 Z 5/4"x 9 1/4" REVISION DATE o A MISC. STICKING FOR STILES & RAILS A CHAIR RAIL PERMIT SET 12/13/13 a as.2o Scale: SCALE: FULL SCALE na.2o Scale: SCALE: FULL SCALE ° A CASING B CASING Z as.2o Scale: SCALE: FULL SCALE as.2o Scale: SCALE; FULL SCALE w 54 1 } e �4 f Z Q I 3 m ! O ( 1 J ay4 ° U_ milt Z SSI-3657w t ARCHITECT'S SEAL 3/4" x 1-1/4" Z ' CUSTOM PLINTH A MISC. PANEL MOULD A WALL BOARD O HEIGHT - 9-3/8 as.2o Scale: SCALE: FULL SCALE as.2o Scale: SCALE: FULL SCALE w cn t e r w 3'-0" 31-011 0 0 � g M A PLINTH "A" 20 Scale: SCALE: FULL SCALE m \ I o I o U \ CADD DWG. FILE NO. SCALE o \ AS SHOWN uwi ,. m BASE \ DRAWN BY \ ' Q SSI-396 \ snnz (MODIFIED) \\ LEGAL DESCRIPTION 1" x 9-1/4" LL \ \ ° U*)Of o \ o \ a in BASE a0 / 00 / PROJECT PHASE �e { u ° SSI-0308 / / PERMIT SET w 3/4" x 5-1/8" w W PROJECT NUMBER18-11- G�= a / NEW CONSTRUCTION D ATLANTIC BEACH, FLORIDA � 1/2 x 13/16�� 1/2 x 13/16�� ATLANTIC BEALH X WINDOW TRIM DETAIL ' COUNTRY CLUB B BASEBOARD A$�20 Scale: N.T.S. / 0 BASEBOARD ll' Z A U Aa.2o Scale: SCALE: FULL SCALE na.2o Scale: SCALE: FULL SCALE / / DEC 1 6 2010 _. b V i TRIM z. p N Yo NOTE: REFER TO SHEETS A6.11 & ADDTIONALWI DOW & DOOR TYPES. FOR x HAIR RAIL DETAIL 2 PANELED INTERI R DOOR 3 LOUVERED INTERIOR DOOR PROFILES C O o as.2o Scale: N.T.S. As.zo Scale: N.T.S. As.2o Scale: N.T.S. \\X U A8 . 20 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and F f composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. „ , 3 z li s k e DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES I . PRIOR TO CONSTRUCTION. SEE GENERAL NOTES E + gg { r p I tr. S 9 ' LO 0) r ' N O ( co N D O M L0 0 co IL a? 0 � I P N p O LL O w } " M C O > - - O p Cl) CO U O ZO U O ( ca ` LL CqO J /.• 7 00 d �•�s: r a M NC co q I m U � o d 0) 0 rn U (0 0 L Q O (D NCNU CN FINISH / FINISH I { OUTSIDE FRAME / OUTSIDE FRAME f } , i {i i4 �fj-1i t 2 CONSULTANTS STRUCTURAL ,11 I i I MCVEIGH & MANGUM ojit I1 I .. I 9133 RG SKINNER PARKWAY SSI-1854 JACKSONVILLE, FL 32256 II 3/4" x 5-13/16" PH: 904.483.5200 If, MP&FP MCVEIGH & MANGUM ENGINEERING, INC. Of ' t , ` p' < - JACKSONVILLE, FL 32256 } 9133 RG SKINNER PARKWAY <. u.i PH: 904.483.5200 ELECTRICAL J = 4 4 MCVEIGH & MANGUM � z ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 904.483.5200PHo LANDSCAPE ARCHITECT EUTHENICS STUDIO ,. 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 Z PH: 904.246.6219 t U i. Z +r REVISION DATE PERMIT SET 12/13/13 21 kM Z _� w W T W I , } m { 3 1 I Q t E i t t Z - ARCHITECT'S SEAL 2 2 Z r �. Z I.. 1x FACING MATERIAL F U) Uj } ( 2 (t y 44p q 0 1( t N 1{ � 5: 4"1 y r,. FRAMED DOWN BEAM 0 _ I 4 4 CADD DWG. FILE NO. w , 1 � 0 SCALE 7 _ af BEAM BEAD AS SHOWN o SSI-3666 w (n DRAWN BY L� U-1 SMZ ` y tiE h m Q LEGAL DESCRIPTION r' Y B1 BEAM PROFILE o B BEAM SECTION V € Scale. N.T.S. PROJECT PHASE A8.30 Scale: N.T.S. PERMIT SET x � I s " 'fw PROJECT NUMBER > 18-11- (n w f— i 2 r I � if NEW CONSTRUCTION I, a E w w ATLANTIC BEACH, FLORIDA I Irk � ATLANTIC BEACH D r O , t t € I >> Y COUNTRY CLUB € k Z _ o 0 i DECORATIVE t. o DEC 1 6 2013 0 BEAM DETAILS Yu - °� These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection t l T = Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and PERMIT SET 121 3/13 , A8 . 30 ' 3 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. t 1 A fiRld 1111 IC 1. ,I II1111_.I f II R1 PI... _. , tt r Nr i k F DO NOT MEASURE DRAWINGS NOTIFY ARCHMCT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES r k t g 3 7 � e t I yl ti � r LO N O N (0 co O a � O In_ O co N LL co a? 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PERMIT SET 12/13/13 :7, DO NOT MEASURE DRAWINGS A�1, NOTIff ARCEMCT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRU TI SEE RAL OTES J` 0 0 j6 0 0 0 0 ZONE r"I 2 ZONE ZONE 3 4 LO C14 a) C) ZONE C14 Cf) ce) CU C) CU 00 U- C� 0 LO CN FL 00 r C) CO C� C) C11 0 KEY PLAN (D G) Z) Iq U :3 CY) Scale: N.T.S. x LL U) U PLAN i� C14 L6 -,t NORTH 00 C:) L0 U) co :tf co C14 C) C/) 0 0) 0 U T 0 Cn tt-- -0 CL 0 'xj� Y CU 4 .......... 0 ............. ................. ........... 00 ------- CF) C14 Z ur: H E N E Q-11�`,,I P 1 M E N T, 2 ------�m KI U nz.DUKE F VOOEL 'RE �p 0; MARK ---------- RE .......... ................. -S ................. .......... ...... q> j My, !2 RF,$TRQ"Q1'M" .. ........... FFE' KON Au 97, F(* 2� Jt� P ts WID1 �A, ........... Im-M 4 D, 'S`B EVERV-NQJ4, SH TABL YE F ................... .......... ANDOW �j W, :W T;W_M -PFF`� CONSULTANTS `2018 �,3� 49 WAI I�JT P E$ A =',JTQP�Qf� ................ STRUCTURAL PC 7 C FZ. 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PROJECT PHASE 3 Z PERMIT SET MBREVVIATION tEGEND < K LL ---------- 0 EM PROJECT NUMBER w U) w W E%IPME101,0P RIER 18 F A` A`A A N V� 242A 4 FIX R F-1 �6m ii A 2424 Mm 0" M g J In HUTE rr -L QW), HUTT BE tk0t"�(BEILOW p < .... .. Uj LU ANIJ ATLANTIC BEACH, FLORIDA < 0Q.OIRErp�Tj Pl",�,R"r:j' 'W-�11'M MAWINW ATLANTIC BEACH % Q 0 �y -PLA NT 0,H41- Z COUNTRY CLUB d FOOD SERVICE PLAN CD DEC 1 6 2013 04 4 KITCHEN ry 0 These materials are copyrighted and protected under Section 1102 of the Architectural Works Copyright Protection ZONE 4 Act of 1990. The copyright protections apply to the overall to" of the structures, the arrangement and F S 1 10 Z composition of spaces, the materials and selections, all 6thbr elemen and ts of the design. Unauthorized use of PERMIT SET 12/13113 jhes& materials can result in substantial criminal and civil lia6il�lfi. � II II I;� i lf a. r 11 I j V At S" i - a Dd NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES f. I PRIOR TO CONSTRUCTION. 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"_. �. :.. , :. .. ,.may, F; . .,. d - . ,...E :.: If ... .,� ,ra t : ,^-- E., -;1 r € N E t 4 - "I r.1rrr)! :,rlrlrrlrr".�.rlr.rllrl�r.�,rrrrr,rr�rrr�rI�­­­­­­­ , �e� LANDSCAPE ARCHITECT ' U , o :bE a� �., .. EUTHENICS STUDIO __ { 1 , � tI U J Z11" t Qr: _ _ _ ,_ _ _ . u o t r i ti ' fit{ I."• ,. , � p y' ' v + � rs . I r DO NOT MEASURE DRAWINGS rF r � ., PRIOR TO CONSTRUCTION. SEE GENERAL NOTES NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES r `� _) , '',s$k f', #r '' '€ , F STRUCTURAL ABBREVIATIONS DESIGN CRITERIA I �;. t ` ?, "`_`' ' # NUMBER OR POUND FB FLAT BAR R OR RAD RADIUS DESIGN PER 2010 FLORIDA BUILDING CODE, UNLESS OTHERWISE NOTED. WOOD WOOD TRUSSES �. 0 ROUND OR DIAMETER FD FLOOR DRAIN RD ROUND LIVE LOADS: CLIPS, CONNECTIONS, HANGERS, HOLD-DOWNS, ETC. SHOWN ON THESE DRAWINGS ARE SIMPSON TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, DESIGN, ` ;ri:"' ROOFS AND CANOPIES: (REDUCIBLE) 20 PSF STRONG-TIE CONNECTORS, UON. FASTENERS OF OTHER MANUFACTURERS MAY BE SUBSTITUTED WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. SHOP DRAWINGS AND I :, I A 0 SQUARE FDN FOUNDATION REF REFERENCE �{ y ATTIC FLOOR . 80 PSF PROVIDED THE LOAD VALUES OF THE SUBSTITUTED FASTENER FOR GROUP 11 WOOD SPECIES EQUALS CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. TRUSS ,,![,", a ti 'Yir'' ,. ' I & AND FF FINISH FLOOR REINF REINFORCEMENT) OR EXCEEDS THE SPECIFIED FASTENER. MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH I" DEAD LOADS: ARCHITECT'S DRAWINGS. �r si i "J y r it ` t�, . , " � FLR FLOOR REQ REQUIRE ® AT ATTIC FLOOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF NAILING OF ALL MEMBERS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. SEE CODE FOR af}11' `'a ' 'I r ' ALUM ALUMINUM FTG FOOTING REQ'D REQUIRED ROOF 20 PSF TABLE. ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE DESIGN � , CONCEPT ONLY FOR ROOF CONFIGURATION. i AR ANCHOR ROD FS FAR SIDE RET RETAINING ALL SLEEPERS AND SILLS SHALL BE MADE OF PRESSURE TREATED WOOD. `V WIND LOADS: I t ,, TRUSSES SHALL BE DESIGNED FABRICATED AND ERECTED IN ACCORDANCE WITH ANSI/TP11 "NATIONAL `�' M I REV REVISION ULTIMATE WIND SPEED: ASCE 7-10 129 MPH `, ARCH ARCHITECTURE ( ) / DESIGN STANDARDS FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION". � 0 t= _, GA GAGE FOR STRAPPING AND STUDS AT WALL OPENINGS SEE DETAIL 2 S2.2 NOMINAL WIND SPEED: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 MPH o 00 I ASSY ASSEMBLY GALV GALVANIZED SCHED SCHEDULE MEAN ROOF HEIGHT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 FT uL4? o ` RISK CATERGORY . II SILL PL TE BOLT AND ANCHOR BOLT WASHERS SHALL BE x2 x2 AT BEARING LOCATIONS WITH R00 SS DE m o u A F TRU SIGN CRITERIA t.,. ' , B/ BOTTOM OF GC GENERAL CONTRACTOR SECT SECTION UPLIFT. LIVE LOAD ................................................................. SEE DESIGN CRITERIA THIS SHEET - r. aS N . WIND EXPOSURE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C DEAD LOAD - .................................................................... 10 PSF TOP CHORD c E ''i7 l'r BETWN BETWEEN SIM SIMILAR ENCLOSURE CLASSIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ENCLOSED t9 r � o ( if r HGT HEIGHT INTERNAL PRESSURE COEFFICIENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f 0.18 ROOF SHEATHING SHALL BE %2 MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 32/16 SPAN 10 PSF BOTTOM CHORD V Y 0 o s " !'1 ' , eft , ! BOT BOTTOM ZONTAL SPEC SPECIFICATION DIRECTIONALITY FACTOR (Kd) . . . . RATING. HOWEVER, /s" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 24/16 SPAN RATING MIN DEAD LOAD (FOR UPLIFT)-STANDING SEAM METAL .... 7 PSF _ �'� SHAPE FACTORS . PER CODE MAY BE USED FOR ASPHALT SHINGLED OR STANDING SEAM METAL ROOFS. WIND UPLIFT .......................................................................... PER CODE `�r\>) j " •` 1 ,.: = HORIZ HORI �' � .� ,�� BM BEAM SQ SQUARE rTl `� a f HSA HEADED STUD ANCHOR E a�` _ W o , ; s , ly BLDG BUILDING STD STANDARD THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT RESISTANT FLOOR SHEATHING SHALL BE 22" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 48/24 SPAN BRACE BOTTOM CHORD AS REQUIRED FOR WIND UPLIFT. = . ,' ,L:,j HT HEIGHT RATING OR APA RATED STRUD-I-FLOOR, EXPOSURE 1 WITH 24" OC SPAN RATING. GLAZING IS NOT REQUIRED. v v d- �/ (� N ao 0 BPL BASE PLATE STIFF STIFFENER COORDINATE TRUSS LOCATIONS/CONFIGURATION WITH PLUMBING WALLS AND HVAC EQUIPMENT SO AS TO �, t ! � #. IF INSIDE FACE �> AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENT DUCTS STACKS °' t,r BRG BEARING STL STEEL CONCRETE (DESIGN PER CURRENT EDITION ACI 318) ROOF AND FLOOR DECKING SHALL BE NAILED WITH 8d NAILS AT /6 & Y2 DECK AND 10d NAILS AT ' ►� a� N N ,�, 3 INFO INFORMATION SLAB ON GRADE . . F C= 3000 PSI 3 �> >� ES, ETC. GENERAL CONTRACTOR SHALL ENSURE TRUSS C i o cn ,,, STR STRAIGHT & /4 DECK. SPACE NAILS AT 6 AT SUPPORTED EDGES OF DECK (4 AT EXTERIOR WALLS) PIP !q° ' r It l ! C TO C CENTER TO CENTER INT INTERIOR FOOTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F'C= 3000 PSI �> CONFIGURATION ACCOMODATES ALL EQUIPMENT, DUCTS, ET tU o AND 12 SPACING AT INTERMEDIATE SUPPORTS. AT GABLE ENDS, NAIL ROOF DECK AT 4 AT PANEL ,� o ai M ALL OTHER CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F'C- 3000 PSI >� L rn 3 ;1 STRUCT STRUCTURAL EDGES AND AT 6 AT INTERMEDIATE SUPPORTS FOR A DISTANCE OF 10-0 FROM THE END WALL. c� , ;; CANT CANTILEVER TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE WITH RECOMMENDED DESIGN I L JST JOIST SYM SYMMETRICAL ALL REINFORCING STEEL ASTM A615 GRADE 60. REINFORCING STEEL SHOWN ON THESE SPECIFICATIONS FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (TPI-DSB) 6 :, CJ CONSTRUCTION JOINT DRAWINGS TO BE WELDED SHALL BE ASTM A706 AND WELD►NG SHALL BE IN ACCORDANCE WITH WALL SHEATHING SHALL BE /ls MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 24/16 SPAN AND "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE (n � t Al, y",., ,,.:, CL CENTER LINE JT JOINT T&B TOP AND BOTTOM AWS D1.4. RATING. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY FOR FLEXIBLE WALL FINISHES. CONNECTED WOOD TRUSSES" (TPI-HIB). INSTALL ALL WEB BRACING REQUIRED BY THE TRUSS DESIGNER. { €4Ik I p LB POUND PLYWOOD SHEATHING MUST BE ORIENTED HORIZONTALLY FOR BRITTLE WALL FINISHES (STUCCO) TEMPORARY BOTTOM CHORD AND WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM `_ _ r , {tl , ' CLR CLEAR T TOP OF ALL WELDED WIRE FABRIC ASTM A185. UNLESS 5-PLY/5-LAYER MINIMUM 15/32" PLYWOOD IS USED. N U * ',,k + i5 it LG LONG / CHORD BRACING SHALL NOT EXCEED 10 SPACING FOR TRUSSES WHERE NO SHEATHING IS ATTACHED TO _. ' ° " `' { ` CMU CONCRETE MASONRY UNIT T U PANEL TILT-UP PANEL " THE TRUSS BOTTOM CHORD OR WITH TRUSS BOTTOM FILLER. PROVIDE 2x4 LATERAL BRACING ® 36" `V / CONCRETE MASONRY (DESIGN PER CURRENT EDITION ACI 530) NON SHEAR WALL WOOD WALL SHEATHING SHALL BE FASTENED TO BLOCKING & STUDS w 8d ® 6 I,� I i. . LLH LONG LEG HORIZONTAL / UNDER PIGGYBACK TRUSSES. ALL BRACING SHALL BE NAILED WITH 2-16D NAILS TO TRUSSES. COL COLUMN TE THICKENED EDGE COMPRESSIVE STRENGTH. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F M= 1500 PSI OC AT PANEL EDGES AND AT 12" OC AT INTERMEDIATE SUPPORTS. FOR NAILING REQUIREMENTS AT �/ t ; _ F� : , LLV LONG LEG VERTICAL SHEAR WALLS, SEE SHEAR WALL SCHEDULE. CONC CONCRETE THK THICK AT TRUSSES REQUIRING WEB BRACING, PROVIDE 2x4 DIAGONAL BRACE APPROX 45 DEGREES ® 20' ��''' LSH LONG SIDE HORIZONTAL STRUCTURAL STEEL (DESIGN PER CURRENT EDITION AISC, UNLESS OTHERWISE NOTED ( ) e CONN CONNECTION THRD THREADED (UON) MATERIALS SHALL BE AS FOLLOWS: SHEAR WALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING WALLS OR PROVIDE DETAIL MAXIMUM SPACING. NAIL ONE END OF DIAGONAL TO WEB OF TRUSS AT ROOF, NAIL MIDDLE OF _„;, LSV LONG SIDE VERTICAL W-SHAPES . ASTM 992, Fy=50 KSI DIAGONAL TO TRUSS WEB AT LATERAL BRACING LOCATION AND THE OTHER END OF DIAGONAL TO ,:. r.: CONST CONSTRUCTION TRANSV TRANSVERSE 3/S2.2. OTHER SHAPES & PLATES . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A36, Fy=36 KSI BOTTOM OF WEB AT THIRD TRUSS. �, + Ia; '� ' MANUF MANUFACTURER HSS SQUARE & RECTANGULAR SHAPES . . . . . . . . . ASTM A500 GRADE B F 46 KSI CONT CONTINUOUS TS THICKENED SLAB PROVIDE A MINIMUM OF 2 STUDS UNDER BEAMS OR GIRDER TRUSSES CARRYING ROOF LOADS AT r`a G 'i I ; I WELDING ELECTRODES . . . . . . . . . . . . . . . . . . . . . . . . AWS A5.1 OR A5.5 SERIES E70 BEAMS WIDER THAN 3Y", TRIPLE TRUSS GIRDERS AND AT ALL CORNERS PROVIDE MINIMUM OF 3 1 ,�s� CONTR CONTRACTION MAT'L MATERIAL TYP TYPICAL Yah ASTM A325 SUPPLEMENTARY NOTES I � 3 HIGH-STRENGTH BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STUDS FULL HEIGHT. ii i1,,[ � :k'� ','; CTR CENTER MAX MAXIMUM ANCHOR RODS GRADE 36 ASTM F1554 PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES ' UON UNLESS OTHERWISE NOTED / sE' ' 'e ''`'''i�rr'';!�I �i,' I,i'`' •, �"I , ! MECHANICAL WELDED STUDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A108 ALL HEADERS AND BEAMS SHALL BE FASTENED TOGETHER PER DETAIL 10 S2.1. HEADERS ARE AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THE STRUCTURE SHOULD NOT ty �,ll f r ,I1 �, kl I !r CTR'D CENTERED MECH DEFORMED BARS . . . . . . . . . . . . . . . . . . . . BELOW PLATE, UON. fry ii`'; " '. "4 '"' �, MINIMUM VER VERIFY WELDABLE BARS ASTM A496 BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE ', ,5 MIN ASTM A706 WITH THE CONTRACT DOCUMENTS. I .I,I,I ,kll,,,' I ` DBA DEFORMED BAR ANCHOR PAINT & PROTECT"ION . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • SSPC PAINT 25 ALL BUILT-UP COLUMNS AND STUDS SHALL BE FASTENED TOGETHER PER DETAIL 8/S2.1. [,� ,bell .' I I' Y � ' I DEFL DEFLECTION MISC MISCELLANEOUS VERT VERTICAL I ' ' 1, II 'F !' 1 , CONSULTANTS rxn i,: � r' OPEN WEB STEEL JOIST (DESIGN PER CURRENT EDITION SJI WITH AN ALLOWABLE MCVEIGH & MANGUM ENGINEERING, INC OR ANY OF ITS EMPLOYEES SHALL NOT HAVE CONTROL OR BE hh W/ WITH FOR SPLICES IN TOP PLATES, SEE DETAIL 9/S2.1. RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES OR SEQUENCES FOR THE STRUCTURAL P �,'1' ` �, , i DET DETAIL NIC NOT IN CONTRACT TENSILE STRESS OF 30,000 PSI) ia,r ,.I 4 DIAG DIAGONAL W/0 WITHOUT ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR ii, ;, , ' NO NUMBER TIMBER [DESIGN PER CODE SECTION 2301.2 (ALLOWABLE STRESS OR LRFD DESIGN) LVL SHALL BE MICROLLAM 1.9E BY "TRUS JOIST" OR EQUAL, PSL SHALL BE PARALLAM 2.0E BY THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT MCVEIGH & MANGUM }' h WS WATER STOP AND CURRENT EDITION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION] TRUS JOIST OR EQUAL, AND LSL SHALL BE TIMBERSTRAND 1.5E BY TRUSS JOIST OR EQUAL. DOCUMENTS. ENGINEERING, INC. r; , DIA DIAMETER NTS NOT TO SCALE N0. 2 SOUTHERN PINE Y �r r STRUCTURAL LUMBER. 9133 RG SKINNER PARKWA ' DIFF DIFFERENT NS NEAR SIDE WWF WELDED WIRE FABRIC STRESS GRADE: SOUTHERN PINE NO. 2 OR ENGINEER APPROVED EQUAL. ALL DESIGN VALUES ARE VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. JACKSONVILLE, FL 32256 DIM DIMENSION UNDER NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE. SYP MAY BE SUBSTITUTED FOR' PH: 904.483.5200 ! ` " ! OC ON CENTER SOIL BEARING (DESIGN MAXIMUM) . 2500 PSF SPF. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, DO DITTO GENERAL SYMBOLS SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. MP&FP 1 ' OD OUTSIDE DIAMETER s F DWG DRAWING PRESSURE-TREAT LUMBER IN ACCORDANCE WITH THE MANUAL OF RECOMMENDED PRACTICE OF THE MCVEIGH & MANGUM OF OUTSIDE FACE PLAN, SECTION OR DETAIL N0. GENERAL NOTES AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA). ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL ENGINEERING, INC. F f ; EA EACH 0 0 OUT TO OUT SHEET NUMBER FOUNDATIONS T WITH PRESSURE TREATED LUMBER SHALL BE MADE OF TYPE WORK AFFECTED. 9133 RG SKINNER PARKWAY ALL FASTENERS AND NAILS IN CONTAC ` `4 EF EACH FACE , \ ' ,. u; OPNG OPENING 304 OR TYPE 316 STAINLESS STEEL UNLESS THE LUMBER IS TREATED WITH CCA-C OR SBX (DOT), JACKSONVILLE, FL 32256 4 rx II, , , IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OR UNSUITABLE SOIL, THE BUT NOT SBX (DOT) WITH SODIUM SILICATE (NgS102). COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF EACH BUILDING COMPONENT NOT DESIGNED BY THE PH: 904.483.5200 y,�' r'T s EJ EXPANSION JOINT OPP OPPOSITE NORTH ARROW ENGINEER SHALL BE NOTIFIED. DESIGN TEAM OF RECORD AND NOT SPECIFIED ON THE PROJECT CONSTRUCTION DOCUMENTS SHALL BE � ," !u U N ' r, w EL ELEVATION UNLESS OTHERWISE NOTED, USE THE FOLLOWING MINIMUM GRADE OF LUMBER FOR FRAMING. SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA AND SHALL ELECTRICAL 'iF s = CONCRETE FRAMING MINIMUM GRADE BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION MCVEIGH & MANGUM :I PERP PERPENDICULAR G r , ELEC ELECTRICAL SILL ON FOUNDATION WALLS OR NO. 3 SYP ENGINEERING, INC. Q PL PLATE 1 KEYED NOTE TO PLAN UNLESS OTHERWISE NOTED (UON) ON THE DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO 1 _ ELEV ELEVATOR ���� SLAB ON GRADE r 9133 RG SKINNER PARKWAY J ,; , BE AS FOLLOWS: ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTORS SHOP DRAWING STAMP � . I `; { E `' o ENGR ENGINEER PNL PANEL FOOTINGS ....................................................................................................................... 3" JOIST RAFTERS & HEADERS N0. 2 SYP OR HAVE BEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT REVIEW. H 904 483 5200 32256 S JACKSONVILLE, FL I PREFAB PREFABRICATED SLABS ON GRADE ...................................................................................... 2 FROM TOP ' Y o EQ EQUAL �1 FOUNDATION TYPE 1r PSF POUNDS PER SQUARE FOOT PLATES, CAPS & BUCKS N0. 2 SYP CHANGES TO THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS OR REQUESTED IN ,, I ��° ry + ��` ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES I f,l EQUIP EQUIPMENT WRITING. THE CONTRACTOR IS LIABLE FOR ANY DEVIATIONS UNLESS REVIEWED AND ACKNOWLEDGED BY _. o IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING LANDSCAPE ARCHITECT I 1 _` z EXIST EXISTING PSI POUNDS PER SQUARE INCH STUDS SEE SCHEDULE THE ENGINEER. SHOP DRAWING SUBMITTALS SHALL ONLY BE CHECKED FOR CONFORMANCE WITH THE REVISION NUMBER THE PLACING OF THE CONCRETE. DESIGN CONCEPT AND THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS. EUTHENICS STUDIO .', x t °, " `'`. ;� z EXP EXPANSION QTY QUANTITY POSTS & COLUMNS (INCLUDE ALL N0. 2 SYP 1650 BEACH AVENUE t ° UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: �RTICAL MEMBERS SPECIFICALLY ATLANTIC BEACH, FL 32233 0 EXT EXTERIOR WELDED WIRE FABRIC ........................................... WIRE SPACING PLUS 6 PH: 904.246.6219 , Ir FOOTING STEP REINFORCING BARS .............................................. 40 BAR DIAMETERS CALLED OUT, I.E. 3 - 2x4) SPECIFICATIONS z w EW EACH WAY ' ` ' k, CONNECT OVER FRAMING (SUCH AS VALLEY TRUSSES) TO MAIN ROOF FRAMING BELOW WITH SIMPSON CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. "SPECIFICA110NS FOR �� . STEEL VTC2 WITH 4-10d NAILS INTO TRUSS AND 5-10d x 1Y2" NAILS INTO OVERFRAMING OR 1Ya"x16 ga STRUCTURAL CONCRETE FOR BUILDINGS" (LATEST EDITION). EXCEPT AS MODIFIED BY THE REVISION DATE �u i$4'ui'} y l n -.. Sll I_ O COMPONENT c CLAD D I N G NOMINAL TWIST STRAP ® 48" MAX W/4-10d NAILS EACH END OF STRAP. REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN PERMIT SET 12/13/13 , '' r i a ALL BOLTS SHALL BE SNUG TIGHT (AS DEFINED BY AISC) UON. INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE TESTING. WIND PRESSURES PSF a POST BASE AND CAPS FOR 4x4 AND 6x6 POST SHALL BE SIMPSON CB OR CBQ SERIES AT BASE ' �' °°' � _ _ _ _ UNLESS OTHERWISE NOTED, BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE AS r y _ _ _ _ _ - - _ _ _ AND CC OR CCQ SERIES AT CAP. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATIONS ` 1 R I ,' Z ROOF F30 20 3o SHOWN IN DETAIL 6/S2.2. FOR MASONRY STRUCTURES - ACI 530.1/ASCE 6" (LATEST EDITION), EXCEPT AS MODIFIED BY " Q 3 I JOIST HANGERS SHALL BE SIMPSON SERIES LUS, LION. REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN ` e ' '. ZONE 10 SF 50 SF 100 SF _ 3 2 MINIMUM SIZE OF ALL FILLET WELDS SHALL CONFORM TO SECTION J2 AISC SPECIFICATIONS EVEN INDEPENDENT TESTING LABORATORY TO PERFORM MASONRY TESTING. " Y z I I OR STRUCTURAL DRAWINGS. THOUGH SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL, HANGERS FOR GLULAM BEAMS HUNG FROM OTHER BEAMS SHALL BE HU212-2 MAX. 5 , 'i, {. m ALL ZONES +22.0 +20.6 +20.0 ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF AISC Ito 2 I s "it ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL CONVENTIONAL FASTENING AND STRAPPING HAVE BEEN SHOWN ON THESE DRAWINGS TO RESIST WIND "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS", AISC "CODE OF STANDARD PRACTICE FOR STEEL I`I+ 1I `!' :r; _ ' `,` ° 1 -24.0 -21.2 -20.0 2 DRAWINGS, BUT NOT SIZED, SHALL BE A MINIMUM OF: LOADING. AN ALTERNATE SYSTEM USING FULL HEIGHT BOLTED RODS, CABLES, ETC. (SUCH AS BUILDINGS AND BRIDGES", AND AWS D1.1" "STRUCTURAL WELDING CODE", EXCEPT AS MODIFIED BY THE `, t `i�y I 4 f'' o I QUICK-TIE). MAY BE SUBMITTED AS AN ALTERNATE. SUBMIT DETAILED SHOP DRAWINGS AND REQUIREMENTS OF THE CONTRACT DOCUMENTS. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE {II"` r' ' ' i1.I 30 2 20Iis 2-12 CALCULATIONS SIGNED AND SEALED BY A REGISTERED ENGINEER FOR APPROVAL PRIOR TO AT THE JOB SITE DURING TIMES OF INSPECTION. 1r,I Ir" , e �. , , 2 -28.1 -25.3 -24.0 '�` �5 ; I("IH k,�i ! ''Ir= '' �I I � z o 30 2 2 3/s 2-12 FABRICATION. THE SUBMITTAL SHALL ADDRESS THE FOLLOWING: k I, I ,,,, r , ¢' 3 -28.1 -25.3 -24.0 THE TOP PLATE MUST BE CONSIDERED AS TWO SEPARATE MEMBERS FOR BOLTED CONNECTIONS SHALL BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RESEARCH COUNCIL �, � "jt'' ,, o TRANSFERRING UPLIFT FORCES TO THE ALTERNATE SYSTEM, UNLESS IT " I,i I ' I 10 & 20 -40.7 -37.9 -36.7 20 o ALL STEEL JOISTS SHALL BE DESIGNED FOR THE WIND UPLIFT SHOWN. THE ROWS OF BRIDGING IS NAILED TOGETHER TO ACT AS ONE MEMBER LE. vQ It CALCULATION REQUIRED . ON STRUCTURAL CONNECTIONS SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 r a I 2 I SHALL BE INCREASED AS REQUIRED FOR UPLIFT. SINCE A Kd FACTOR OF 0.85 HAS BEEN USED, NO - ( / ) BOLTS". ENGINEER'S SEAL WOOD WALL SHEATHING MAY BE USED TO TRANSFER THE UPLIFT FORCES PROVIDED `; z 30 -40.7 -37.9 -36.7 I INCREASE IN ALLOWABLE STRESS IS PERMITTED. ADDITIONAL NAILING IS PROVIDED AT THE TOP PLATE (SEE SSTD 10-97 BY SBCCI STEEL JOIST AND JOIST GIRDERS WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST f ' ij 1 I 3 2 3 I FOR ACCEPTABLE TABLES). NAIL SPACING AT SHEARWALLS WILL NEED TO BE EDITIONS SOF THE��STEEL JOIST INSTITUTE (SJI) "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, 2 I rj WALLS z , !. INCREASED. SHEARWALLS WITH 3 EDGE NAILING MAY NOT BE USED TO TRANSFER K-SERIES AND STANDARD SPECIFICATIONS FOR JOIST GIRDERS . �30 20 3o FASTENERS ' W ZONE 10 SF 100 SF 500 SF - UPLIFT FORCES, SINCE NAILING CAN NOT BE INCREASED. EXPANSION BOLTS SHALL BE HILTI KWIK BOLT 3, SIMPSON STRONG-TIE STRONG-BOLT2 OR - GYPSUM BOARD WALL SHEATHING (EXCEPT AT GYPBOARD SHEARWALLS) MAY BE BOLTED AND WELDED CONNECTIONS: THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT ki. ; w OVERHANGS APPROVED EQUAL, UON. EMBEDMENT DEPTH INTO CONCRETE OR SOLID GROUTED MASONRY SHALL BE USED TO TRANSFER UPLIFT FORCES PROVIDED SPECIAL NAILING IS PROVIDED. TESTING LABORATORY TO INSURE THAT ALL FASTENERS AND WELDS ARE INSTALLED IN ACCORDANCE l "t . HOWN , : . _ +24.0 +20.4 +17.9 ROOF PLAN (GENERIC BUILDINGS (CANOPIES, ETC) ' , 4 AT LEAST 7 TIMES THE BOLT DIAMETER. CLEAN HOLE AND INSTALL PER MANUFACTURERS PRINTED - IF WALL SHEATHING IS USED TO TRANSFER UPLIFT THE HURRICANE CLIPS SHALL WITH THE SPECIFICATIONS. A VISUAL INSPECTION SHALL BE MADE OF ALL WELDED AND BOLTED y= 3°t t o -26.1 -22.5 -20.0 BE INSTALLED UNDER THE SHEATHING AND ON THE SAME SIDE OF THE WALL . CONNECTIONS. IN ADDITION, A MINIMUM OF 10% OF ALL HIGH STRENGTH BOLTS SHALL BE CHECKED INSTRUCTIONS. 4 0 5P 4P - SHEARWALL SILL ANCHOR BOLT SPACING MUST BE PER THE SHEARWALL SCHEDULE. FOR PROPER TENSION AND A MINIMUM OF 10% OF ALL FULL PENETRATION WELDS SHALL BE CHECKED 0 +24.0 +20.4 +17.9 . t a+,. f' w 5 -.. PARAPET ADHESIVE ANCHORING (EPDXY) FOR CONCRETE SHALL BE HILTI HIT-HY 200 CARTRIDGE SYSTEM, HOWEVER, EACH BOLT FOR THE ALTERNATE SYSTEM MAY REPLACE ONE SCHEDULED BY ULTRASONIC TESTING. ADDITIONAL BOLTS AND WELDS MAY BE TESTED AT THE OPT10N OF THE �' r -32.2 -25.0 -20.0 TESTING LAB REPRESENTATIVE. DEFECTIVE BOLTS OR WELDS SHALL BE REMOVED AND REPLACED AT NO t I ct '��\ ���� SIMPSON STRONG-TIE AT-XP OR APPROVED EQUAL, UON. EMBEDMENT DEPTH SHALL BE AT LEAST ANCHOR BOLT. 5P 12 TIMES THE INSERT DIAMETER, UON. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED - SHEARWALL HOEDOWNS AND FLOOR TO FLOOR STRAPPING AT END POSTS MUST BE ADDITIONAL COST TO THE OWNER. �; L ROOFTOP EQUIPMENT ' o BY MANUFACTURER. THE HOLE SHALL BE CLEANED PER MANUFACTURERS RECOMMENDATIONS BY PROVIDED AS SCHEDULED UNLESS AN ICC REPORT OR OTHER TESTING IS PROVIDED �_ J". G OUT WITH WIRE BOTTLE BRUSH AND BLOWN OUT WITH AIR USING A COMPRESSOR WITH A SHOWING THAT LATERAL SHEARWALL DEFLECTION IS WITHIN ACCEPTABLE LIMITS. METAL DECK WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STEEL ,r ;., w VERTICAL PRESSURE = + - ???? PSF i� / " BRUSHIN / / - CABLE SYSTEMS MUST BE PRE-TENSIONED TO RESIST UPLIFT LOADING. SUBMIT DECK INSTITUTE (SDI) SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK", "SDI SPECIFICATIONS f ! FUNCTIONAL OIL TRAP (EXCEPT WHERE PERMITTED WHEN USING A HILTI SAFE SET HIT Z ANCHOR ' . i ; �' TENSIONING PROCEDURE FOR APPROVAL. AND COMMENTARY FOR COMPOSITE STEEL FLOOR DECK", "SDI SPECIFICATIONS AND COMMENTARY FOR . HORIZONTAL PRESSURE = +/- ???? PSF � / \ ROD OR HILTI HOLLOWN DRILL BIT W/ VACUUM). INSTALLATION SHALL BE IN ACCORDANCE WITH - TRUSSES AND CONVENTIONAL FRAMING WILL BE FASTENED WITH CONVENTIONAL j // / \ MANUFACTURER'S PRINITED INSTRUCTIONS AND PERFORMED BY AN INSTALLER TRAINED BY THE NON-COMPOSITE FLOOR DECK", AND "SDI CODE OF RECOMMENDED STANDARD PRACTICE FOR COMPOSITE `a` , { " !.,' o NOTES: / `- FASTENERS AS SHOWN ON THESE DRAWINGS, UNLESS AN ALTERNATE PROCEDURE DECK, FORM DECK AND ROOF DECK CONSTRUCTION". I / \ MANUFACTURER. IS SUBMITTED FOR APPROVAL. 0 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT --' s , �, r w % // i' - - RODS OR CABLES SHALL BE TIED OFF AT EACH FLOOR. IF NOT, END POSTS =,: 0 (SF) TRIBUTARY AREA SHOWN. FOR OTHER / % ADHESIVE ANCHORING EPDXY FOR MASONRY SHALL BE HILTI HIT HY 70 CARTRIDGE SYSTEM OR FOOTING AND SLAB SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF CADD DWG. FILE NO. o LINEARLY INTERPOLATE -� % / `,\ ( ) r TRIBUTARY AREAS, \ SPECIFIED AT THE GROUND FLOOR SHALL BE' USED FULL HEIGHT. THE GEOTECHNICAL REPORT FOR THE PROJECT PREPARED BY ELLIS AND ASSOCIATES, INC. (DATED ',s k ; x _! I, o APPROVED EQUAL, UON. EMBEDMENT DEPTH INTO SOLID GROUTED MASONRY SHALL BE AT LEAST 9 r , , kI a BETWEEN VALUES SHOWN ABOVE. . i w DING. '� �\ TIMES THE INSERT DIAMETER, UON. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY AUGUST 23, 2013), AND SHALL BE IN COMPLIANCE WITH �1 ui 2) POSITIVE PRESSURES ACT TOWARD THE BUIL / \ \ MANUFACTURER. HOLES SHALL NOT BE PLACED WITHIN 1" OF A VERTICAL MORTAR JOINT. CLEAN APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING JURISDICTION. SCALE , o NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 5 4 O HOLE AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND PERFORMED 3) SEE DIAGRAMS FOR LOCATION OF ZONES. �� BY AN INSTALLER TRAINED BY THE MANUFACTURER. A GEOTECHNICAL TESTING AND INSPECTION FIRM SHALL BE EMPLOYED TO PERFORM A SOIL SURVEY FOR AS SHOWN W 4) PRESSURES SHOWN ARE NOMINAL WIND PRESSURES. //'G OO �'� �. `� SATISFACTORY SOIL MATERIALS, SAMPLING AND TESTING FOR QUALITY CONTROL AS PER THE il, ?" MULTIPLY BY 1.67 FOR ULTIMATE WIND PRESSURES. \i /�/ \ SCREW ANCHORS SHALL BE HILTI KWIK HUS-EZ, SIMPSON STRONG-TIE TITEN HD OR APPROVED RECOMMENDATIONS OF THE GEOTECHNICAL REPORT FOR THIS PROJECT. ALL EARTHWORK OPERATIONS DRAWN BY ..;z Q %,!' 5 EQUAL, UON. EMBEDMENT IN CONCRETE OR SOLID GROUTED MASONRY SHALL BE AT LEAST 9 TIMES SHALL BE PERFORMED TO THE SATISFACTION OF THE GEOTECHNICAL TESTING FIRM. HK \ 5 j Y ' / '� \` THE BOLT DIAMETER. CLEAN HOLE AND INSTALL PER MANUFACTURER'S PRINTED INSTRUCTIONS. LEGAL DESCRIPTION r� , 0 a=10 -0 j �, r �� t, �, �' ° p � �.� + , /\ POWER ACTUATED FASTENERS PAF SHALL BE 0.157" DIAMETER HILTI X-U, SIMPSON STRONG-TIE \\ PDPA OR EQUAL, UON. EMBED MIN 1-1/4" INTO CONCRETE AND CMU. DO NOT PLACE WITHIN 1" OF o it q��sa I , , ' o CMU MORTAR JOINT. PAF SHALL COMPLETELY PENETRATE STRUCTURAL STEEL. "t � _ ; ` , . Q WALLS GENERIC BUILDING SHQWN� � � d PROJECT PHASE 1 y '.•i o PERMIT SET o p \� - `'` t, W 1 WIND 1 R E U R E D I A G R A I 1 PROJECT NUMBER §� ' t S0.1 SCALE: NTS 18-11-_ � f lr , = "_ � ,. � �a t , Q �c� i � �0�3 NEW CONSTRUCTION U ATLANTIC BEACH, FLORIDA ' _ k Int 3 "' .'k Q � _ ATLANTIC BEACH U x 1 3 COUNTRY CLUB �' M CVEIGH MANGUM ,'` ,, a ENGINEERING • INC DESIGN CRITERIA t N o I, ? ;; it � Jacksonville, Florida 32256 9133 R.G. Skinner Parkway Ph: (904)483-5200 Fax: (904)636-6770 GENERAL NOTE S I �;- �� CA 6330 email: mail@McVeighMangum.com : Eng.of Record: Wayne D.Mangum License No.: 40178 I,f a t7 ° g U t , ) t Fifa s'1' N � rk , ! = SO . 1 i These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright „ ' , ' ". . protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other ," ,,' r elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. . r k£ ,,, i { u �, �i'. k a ,r y , `r a ,, _ ..xe( , 4 . , ,,, E ' r r., �.. r a d"ABY All �.` '�I I_ N \ : '# s .. q . w 1 '- �� • _ r` rn i s1 �, 3 DO NOT MEASURE DRAWINGS 4. 'TS t K t# `I ; PRIOR TONOTIFY RCONSTRUCTION. EE GENERAL NOTES CIES v,�, n 0o , ii t rn , 3. 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I � I I 1 I i S YS3*1 5,5�'S I I N I I MCVEIGH & MANGUM T: L, . fir', I l -- - --- --- �� 1 ------- ------- ----�D - ------- --------- ---------- --------- -------- I I 4.0 �SS�� i ,._�..� rJ I 4.0 ENGINEERING, INC. 1 I S E -� _ _ - _ _ _ - - - - - 133 RG SKINNER PARKWAY --- t-- , - - _ --- - - -- - - -- - - - -=_ -_ - ' I-_ - - - - - 6 _ - -- --- i JACKSONVILLE, FL 3225 _ / i 3.0 r 3 0 -------------------- --------------------- I S3.1 ! I L ------ 5�� 1� PH: 904.483.5200 I" o I11 L I i I I I I I I I �`�' I I I r I0 ho MP&FP -- ___I I I I _ oO MCVEIGH & MANGUM t I 4.0 I I ��y� I I ENGINEERING, INC. C- ` 1 I � � I 3A, , t , 1 -- ► _ - - q' ` i I . i I y ;,� 9133 RG SKINNER PARKWAY U I I I ( � I I I I 4.0 Sc�� JACKSONVILLE, FL 32256 � - - - - - ' - - - .- - - - " - - - - - - - - - - - - - - - - - - - - - - - - U 2 -i- 1 ( ( - -i - PH: 904.483.5200 w 4 CONCRETE SLAB ON GRADE W F 53.1 I \ 1 I i I ELECTRICAL _ I " I / L I I 1, I6x6 - W1.4 x W1.4 ON VAPOR } I` a I I I I 11 JF Hi ! I I I I BARRIER AND (COMPACTED SUBGRADIE 1 ( I I II 2 MCVEIGH & MANGUM = I / , I S3.1 ENGINEERING, INC. T SLAB EL 1 '-0» TYP UON I o I ( ; I I �' ! 1 !� ( A I '� 9133 RG SKINNER PARKWAY - L Is i i y I cn 3 i . . I I I I 4 0 `�S`����� I I 11 PH: 9040483L5 00 L 32256 �, Y II F � -� ' : i I 3 � z Z 1 I I �; ij \ / 1 .11 ° I4 - - - r- _�I 4 ? I 4.o LANDSCAPE ARCHITECT I 11 11 W i �,,\ I i I I - EUTHENICS STUDIO I S3.1 ---- 11 � ° NUE I i z------I 1 1 I 1 � yR v --- --- ------ --- ------ -------11 --- -- - I ----------- ---------------- --------------------- I ca5 ATLANTA 1650 IC BEACCH H, FL 32233 , , �7­�-�:�­ , SWI i;' z - --- -fi --- -Z I PH 904.246.6219 �_� . 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BOTTOM REINF TOP REINF t 1) FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET S0.1 TYPE LENGTH WIDTH DEPTH REMARKS ,,,l I - - LONG WAY SHORT WAY LONG WAY SHORT WAY �- II - - - � 12� 556�6� j J t 56�6� . -� 2) THIS FOUNDATION LAYOUT ASSUMES TRUSSES ARE FRAMED AS SHOWN 3.0 3'-0" 3'-0" 1'-0" 4-#5 4-#5 - - - S HEREIN. THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER AND O N # G F 2 ln GENERAL CONTRACTOR OF ANY ADDITIONAL BEARING REQUIREMENTS PRIOR TO 4.0 4'-0» 4'-0" 1'-0" 5-#5 5-#5 - - - t i -_', FOUNDATION CONSTRUCTION. -11 ,, I - ° ifl SW 5.0 5'-0» 5'-0" 1'-0" 6-#5 6-#5 - - - o I I I 3) DENOTES SHEARWALL PER SCHEDULE 2/S2.1 SEE PLAN FOR 0 00 SHEARWALL LOCATIONS. SEE ARCH FOR PLAN DIMENSIONS. CADD DWG. FILE NO. ° 4) FOR ELEVATIONS AND WALL SECTIONS, SEE ARCHITECTURAL. VERIFY ALL 6 ,, 0- 4i w DIMENSIONS WITH ARCHITECTURAL. F I �,� 5.0 I 5.0 � tt s -I I- -I 5) DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF STUD WALL scALE ,F `� "I _�,_�',;�_, ��",;�',� , �_-- - AS SHOWN +' m - z - - - - 6) T/FTG EL FOR ISOLATED COLUMN FOOTINGS IS 98-6 w �� : � 5566 + J �556X6X L- --F- _J DRAWN K N BY �'` 7) FOR REINFORCEMENT AT FOOTING CORNERS, SEE DETAIL 11/S3.1. t ,. I =�� � 18-6 11 ' O '� LEGAL DESCRIPTION ' - 8) FOR PIPE PENETRATIONS AT FOOTINGS, SEE DETAIL 10/S3.1. 4 S O9 2'-6"x2'-6" THK THICKENED SLAB FOOTING W/3-#5 EW BOT. ° BOTTOM OF FOOTING SHALL BE 18" BELOW FINISHED GRADE. D_ 10 SHEARWALL SHEATHING SHALL BE CONTINUOUS THROUGH WALL ° INTERSECTIONS OR PROVIDE DETAIL 3/S2.2. PROJECT PHASE f I o w PERMIT SET ' i; > 11) 2-#4 x3'-0" LG CTR'D IN SLAB TYP AT ALL RE-ENTRANT CORNERS Lu AND WHERE SHOWN. f C O PROJECT NUMBER W z O EXTEND FOOTING AND REINFORCE W/#5®12" EW BOT AS REQUIRED 18-11- TO SUPPORT CURVED ARCHITECTURAL WALL. SEE ARCH. t _ _ J 13) VERIFY ALL DIMENSIONS SHOWN W/ARCH PRIOR TO FABRICATION , �'' L OR CONSTRUCTION. SEE ARCH FOR DIMENSIONS NOT SHOWN. h u �/ ' �cl, 1 2013 �� r. NEW CONSTRUCTION 11 ATLANTIC BEACH, FLORIDA ;I o) Q - _ 3 ° ATLANTIC BEACH Y Z COUNTRY CLUB t gi tN y q N O r11 !Y ,. M U '� ° G, M Q MCVEIGH & MANGUM ' . r- ENGINEERING • INC MAIN CLUB HOUSE N N a ; t = 9133 R.G. Skinner Parkway FOUNDATION + , a� O Jacksonville, Florida 32256 � i s M � Ph: (904)483-5200 Fax: (904)636-6770 PLAN \ 0- I- CA 6330 email:mail@McVeighMangum.com Eng.of Record: Wayne D.Mangum License No.: 40178 d. \ O t i, N T! These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright 4 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other S ., { _elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. „ .41[[ 1. €y , s A -, , R ,. 'i Q� .4+ y.. 4 I {.,I 1 i' r el' _r .. _ J ,i r. { 111. � 1 $'i', tc (i"rj ' (31 �" 1'.� DO NO'S MEASURE DRAWINGS `" NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES Cn PRIOR TO CONSTRUCTION. SEE GENERAL NOTES I i ! s, .- to I _, ( _� P � I o „ `� n ,I' r 0 1 .1 / 3 ZONE B ! v i 1+' I i � v �t ,l; 5 1`11 i!.i s. I r +}r ; i� \`� i �r; v i , � ' ,, C I \ \ �11 Sg & \-\ �\ ` . \ �T .`///`/j£ bI V I w U I O f N V j<. t : / \ - LO s `� �Y O j •4 �/\j ZONE A ��) N o C It , ti HSS5x5xY, TUBE BEAM co € s v TYP AT CURVED WALL / \ o OF GRILL o ao p j J ,,i _ - ', L1 O O � p ;s i O �/� NO LL O t x �, ti :', / N N t j - c� > 4 c o C) '� M o �I 3 N0) = 4 �. S4.1 a°, z j , ; ��,/ I' co Q w -_ Jr�_ SIM ��� \� w �° 11 11 � . ,r ' ! `'l z � U) I. r �( i - ! 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R TR SS �i I I I I: I I �, I Q _ z w �,,, ., W = _ f �2 L_ I_ �_.__ I I' I �f � I N 14 a I >_ I _2..._ .. " 1 2 2 - -2 12 - 12 2 2 2 I ) S4.1 3 M Z - - - - - _,4 �j i I- > - i �/� , / A - IRGS& - - - - I . i 1, i.. m - - - - I i •�J -."-�/ __ ° I I I I I I - - - - - i I I I I I �! j_____t-,, I I GIR ER 71 (� I I I I I I 4 t INSIDE FACE OF 0 1 ;,; - - - - r I I I I I� I I I I I I I I I l I I I I I I I S4. I I I I I I I' l I I I I' I I I I I I _ _ _ _ _ - WALL STUD _ �.. j �` ( ! �, Q S4.1 _ _ _ _ _ L J - - - - _ - 14 PRE-ENGINEERED WOOD ROOF I ", Z ! I ` : ! -- - -- 12 19 i W12x1 - - - - - - TRUSSES ® 2'-0" OC �;: - - W _ t 4 I _ _ _ _ ' - - - - - - - iINSIDE FACE 'T' Q i J I GIR ER TRUSS F WALL STUD - , v f - a: s ,IL o;, - - -- , - € - - ENGINEER'S SEAL x , Z eI f M ` r , t - �" - vv1, i - - - i - - - - - - - x1U 5 I I j; -- -- _ - - 4 .�.... -- .. E 5 .�� vV �' ® ; I 5 \ / S 2 zl` =:::�,__ - [__F__� 7 S4.1 (, ( W I _ a � __. I O I I I I I 5 `3,# x,`MSa `I ° I i 'i S4.1 p 2 ( �I "', - , } / , - ! � .11 S1.2 -__j J ;F.- i i. -......_ - I.� ���Yi,-"',�+-�,, 't 0-L-OROOF FRAMING PLAN i ! � i ' ri*"� SIM i ,,i,,�,� UPRE-ENGINEERED WOOD ROOF TRUSSES ' 12,;�I I � , : z 1. - o ! !: r- �i _ _ S1.2 SCALE: 1/8" = 1'-0" S2.1 o p ® 2'-0" OC (TYP. UON) - - - - In ' ,N I �1 - - - - � r j i PLAN NOTES: , i: ri �, } - v j - - I, I{I o I i 1) ROOF FRAMING TO BE PRE-ENGINEERED WOOD ROOF TRUSSES ® 24" O.C. _ €r... i W } I __ - 2" -- 2 FRAMING PLAN IS DIAGRAMMATICAL ONLY. TRUSS MFR TO PROVIDE SHOP DRAWINGS FOR 11 ,+ I REVIEW PRIOR TO FABRICATION. 12 II I' I 111 ." 12 CADD DWG. FILE NO. ,"11 a ` ) FOR ELEVATIONS, DETAILS AND SECTIONS, SEE ARCHITECTURAL. 0- I is _. S2.1 t 3 i rr (R ER T US SCALE _ - 4) FOR EXTERIOR WALL STUDS AND INTERIOR LOAD BEARING STUDS SEE STUD SCHEDULE 3/S2.1. II I I I X11 ... ,,p'L�� L_;-_,�', ___'� ,I _ r 4",i � .�, : r I --, rY 1 AS SHOWN �q 't,' ���­ . I-,:, _ IL - ��- � ­ : W wl) I., I wll i I I�� � � I _ , - M .,: V1*0:� ' +:':..*,:,� ----- ) 1 UPLIFT CONNECTORS S ECT TO " Q a } CHANGE UPON FINAL REVIEW OF SHOP DRAWINGS. .11 .., � i ' � .�� _�� r ff - ��,�,",�,3,� 'r, "� L IL Q .-r .� - r-,,,,,,,, ., DRAWN BY i'1-1 5 PROVIDE UPLIFT CONNECTORS PER SCHEDULE 1/S2 UBJ ,, t'' YILI1. 'Ir ; 1 T o i ' 6) FOR GENERAL STRUCTURAL NOTES, SEE SHEET S0.1. S4.1 \ I LEGAL DESCRIPTION I ( _ GIRDER 'TRUSS II I' 1.I 1 i II £ = - _ 1. . 7) FOR NUMBER OF STUDS, STRAPPING, AND FASTENERS AT OPENINGS, SEE DETAIL 2/S2.2 - k" :�� , [I F a r-- - �i 3 I , - l ' ( ° 3 �. = 8} FOR BRICK SUPPORT OVER OPENINGS, SEE DETAIL 4/S2.2. it / \ 1€ i - - _ f � 0 9) \" DENOTES ATTIC TRUSSES. SEE ARCH. (MAX WIDTH OF ATTIC OPENING = 12'-0") SIM I , ,;' Z 12 PROJECT PHASE � 0 10) DENOTES VAULTED CEILING. SEE ARCH FOR PROFILE. L' LI , j S2.1 L_ PERMIT SET i k,', " �' n' . v 11) FOR HEADERS AND BEAMS NOT CALLED OUT SEE HEADER SCHEDULE 4/S2.1. PROJECT NUMBER € W 12 PROVIDE HOLE AT MIDSPAN OF BEAM FOR MECHANICAL DUCT WORK. SEE 2 TOWER FRAMING PLAN F 18-11-_ , j ,�,_� ���I ,, ,� �,,,, ,�_ �r � "I -, I ,� ��! DETAIL 2/S4.2. S1.2 SCALE: 1/8" = 1'-0" i ' \. r� r�t'-'-?r: Q 13) T/JOIST EL=12'-9%6" AFF AT KITCHEN AND 13'-4V' AFF AT GRILL. r� r � � ' T/STEEL EL=T/JOIST EL -2J�" UON AS (+2J�"). Gcl. 201 NEW CONSTRUCTION i , €, tt 14 EXTEND HSS TUBE ON TOP OF STEEL BEAM OUT TO SUPPORT DECK. p W rI� r,? 3 oa SEE 11/S4.1 FOR TUBE SIZE. BY: m1�a-�__ _ ,i = ATLANTIC BEACH, FLORIDA `4 ' ; •;,:� t rn Q 15 FRAME OUT OPENING IN DECK AT WOOD POST PER DETAIL 10/S4.2 - _r , 3 16) FOR METAL DECK ATTACHMENT, SEE DETAIL 11/S4.2. SEE 3/S1.2 FOR I KEY PLAN OF ATTACHMENT ZONES. ATLANTIC BEACH r r, I1 N Y ' t COUNTRY CLUB I ''I �') �' 17) FOR CONCENTRATED LOADS ON JOISTS, SEE DETAIL 12/S4.2. r7 U h Q 18} VERIFY ALL DIMENSIONS SHOWN W/ARCH PRIOR TO FABRICATION M CVEIGH MANGUM o OR CONSTRUCTION. SEE ARCH FOR DIMENSIONS NOT SHOWN. MAIN CLUB HOUSE N N ENGINEERING • INC 1 - _ 19 SEE 2/S4.1 FOR CONTINUATION OF SHEARWALL SHEATHING INTO 9133 R.G. skinner Parkway ROOF FRAMING Jacksonville, Florida 32256 PLAN TRUSS DEPTH' TYP' Ph: (904)483-5200 Fax: (904)636-6770 \ a Eng.of Re ordCA o Wayne D.1�SangMmVeighMLicen e No.: 40178 r a. N ° .. ,' '�! , 's_ �' These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright 4 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other � S 1 . 2 I j,' ' L ,,",r -11- 4 " ' . _elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. I ���2 a 4 _ € r,t : t _ .., ,,, - £ _. ,� . wxn-, , — k § , il" # t 1 +., <�� I DO NOT MEASURE DRAWINGS , NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES `' ;: 0' v PRIOR 'l'0 CONSTRUCTION. SEE GENERAL NOTES �,' # � i �, O `r w 1 t ,j JIill,'r{t Ih P ' !tl � 7 4 ° O) 1 FOUNDATION PLAN ��� � = 1��I'R�,�� v ­�� , t = . k1-1 , -` � � I- -_ - ;.' �, � 'ir. T SCALE 1 8 1'-0" _ SW3 ­i,�� S1.3 - - _ .. - - I - - ---- ------- -----� / _ t I -- , I� k PLAN NOTES: 1 1 j -C I 1 1 I 1r �,—) W ,, v 1) FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET S0.1 I I - o h� a 1 n i,,, f` # f'- Ill- s 2) THIS FOUNDATION LAYOUT ASSUMES TRUSSES ARE FRAMED AS SHOWN 1 i N N s HEREIN. THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER ANDLLL 1 I cn � c, ��) GENERAL CONTRACTOR OF ANY ADDITIONAL BEARING REQUIREMENTS PRIOR TO I I 1 2 SLAB JOINT . o ,Qt FOUNDATION CONSTRUCTION. I I SES DETAIL 1/S3.1 I j o o t, f � o o � � o � °' �i �. � 0 3) DENOTES SHEARWALL PER SCHEDULE 2/S2.1 SEE PLAN FOR S3.1 i I 1 j "' OO I � , SHEARWALL LOCATIONS. SEE ARCH FOR PLAN DIMENSIONS. - - - - - - - o 1 I (n `� 4) FOR ELEVATIONS AND WALL SECTIONS, SEE ARCHITECTURAL. VERIFY ALL I I I I Y 0,o b t u DIMENSIONS WITH ARCHITECTURAL. I I 1 �r��� 1° Q °� z 5) DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF STUD WALL. 1 - - - - - - - 1 �r1 0 "— I�"' C) � ��� .- ,'° Lr) It �, 6) FOR REINFORCEMENT AT FOOTING CORNERS, SEE DETAIL 11/S3.1. I I o � co � U) 00 arc' r 7) FOR PIPE PENETRATIONS .AT FOOTINGS, SEE DETAIL 10/S3.1. I 1 1 ( i �' h� N I `- o cn � I �4 � I ' Cq I r1.7�, i ;._. I F-�-�t U o I 8) VERIFY ALL DIMENSIONS SHOWN W/ARCH PRIOR TO FABRICATION I ! M-�-I � o aS rn a� o OR CONSTRUCTION. SEE ARCH FOR DIMENSIONS NOT SHOWN. °' m N __ 4 �, w I T p I ------ I- o � 1 ., 12 J ------ ----I , C c a _ 2 jG-------- _ zz m NS3.1 S3.1 �� ------- If----- - -SWz----- --I o N U /i I � 0 Eqr0 , 5 + .' t rn N l //, t --- - -- --- - --- ---- - - - 1 - - I 4 - - _.. . ... , � 5 N SW6 - ------- ------ I I !� - - S31 I T I----- _ _, r----- I 1 o -- '� % 1 1 I I I 1 I o 3 -� -- 1 1" I --I I I 2 ' �' I I 1 I I I I I I I S3.1 N - 1 1 — —I tI i �) I I I I I rl; o I - - - - - - - - - - 1 ren I - - - - - - - -I - - - - - �- - - I t£ I I I I �111 a- I I � I 4 I _,�= I cn _ I I_ _ u I 1 I S3.1 1 1 i / j i ' 3 I f I I SL IB JOINT / I I I I I I I I ,_, . _., '� �.._. I" , = a I SE DET r� I 1 � 1 I i aS Q - - 1 i 1/ 3.1 N I — — — — — — — —i —'�— — — — — — I — — 1 CONSULTANTS i _rte/..___.. 1 - -I F- -- I I I I I 1 I STRUCTURAL + i I I I I I j I I I j I I I MCVEIGH & MANGUM ', y I \ ENGINEERING, INC. _ Ill , I------- �� I ;!' I I a SW6 --- --- — -----1 1--- ----- -1 -- 133 RG SKINNER PARKWAY L------ ---- ------- -- �, , i 11 --- ---- --- 32256 – - g _.. ._ _. . _ _ �. _. __ ___. ___a_.._.� _.__._ _-. _. .._._.... — — — — — PH: 90404835 00 L I . r SW6 SW3 SW3 f I M i I I F I MP&FP 1 2 vii dl 11 � ,ri,, 53.1 �f -- --- - ENGINEERING,, A INC. I i - I---- I o MCVEIGH & MANGUM ,';1 1 � t ',�a t t _ 9133 RG SKINNER PARKWAY 6" &,° SW3 SW3 SIN3 , L-- , , JACKSONVILLE, FL 32256 I t W PH: 904.483.5200 t ELECTRICAL �_ iij t Q MCVEIGH & MANGUM 11 -r ENGINEERING, INC. f '} 9133 RG SKINNER PARKWAY # r o JACKSONVILLE, FL 32256 f L, � t z p PH: 904.483.5200 11�i1�1 -I U I O LANDSCAPE ARCHITECT EUTHENICS STUDIO ��� -1 i Y,.y .t f .� F- Ar A F ° W Z 1650 p VCH AVENUE E U ATLANTIC BEA CH, FL 32233 �; { rii' PH: 904.246.6219 ,g 11 � -, i �� e, 0 2 .. ROOF FRAMING PLAN REVISION DATE i � SIM PERMIT SET 12/13/13 1 5 S1 33 SCALE: 1/8" = 1'-0" S4.1 1S4.1 f, 0 k �1G' ZQ r ; it, W �' ' j `� 2E PLAN NOTES: I Z 1 ROOF FRAMING TO BE PRE-ENGINEERED WOOD ROOF TRUSSES ® 24 O.C. �fs Iµil"ill",i;, , '! Q ) fi l.�,lLIii f kl «' m 2) FRAMING PLAN IS DIAGRAMMATICAL ONLY. TRUSS MFR TO PROVIDE SHOP DRAWINGS FOR ii � ' ° REVIEW PRIOR TO FABRICATION. I X GIRDER TR - - � �k �, t o = _ _ _ _ _ _ �- 3) FOR ELEVATIONS, DETAILS AND SECTIONS, SEE ARCHITECTURAL. I - - - - - - - i z _ _ _ t z 4) FOR EXTERIOR WALL STUDS AND INTERIOR LOAD BEARING STUDS SEE STUD SCHEDULE 3/S2.1. „ e Q 5) PROVIDE UPLIFT CONNECTORS PER SCHEDULE 1/S2.1. UPLIFT CONNECTORS SUBJECT TO _ _ _ _ _ _ _ CHANGE UPON FINAL REVIEW OF SHOP DRAWINGS. ` s ^ "' ,! Z ENGINEER'S SEAL '" ,' 0 6) FOR GENERAL STRUCTURAL NOTES, SEE SHEET SO.1. - - - - _ - - t ," r Lu 7) FOR NUMBER OF STUDS, STRAPPING, AND FASTENERS AT OPENINGS, SEE DETAIL 2/S2.2. 1 - - - - - - - f1 S4.1 _ _ _ _ _ _ _ 1 - w 8) FOR BRICK SUPPORT OVER OPENINGS, SEE DETAIL 4/S2.2 1' O - - - - - - - 11 I r W 9) ® DENOTES ATTIC TRUSSES. SEE ARCH. c } 10) DENOTES VAULTED CEILING. SEE ARCH. - - - - - - - �� t,,, g r ° 11) VERIFY ALL DIMENSIONS SHOWN W/ARCH PRIOR TO FABRICATION OR CONSTRUCTION. 3-2x10 TYP - - - - - - - �' ;; " ' RI 'll o SEE ARCH FOR DIMENSIONS NOT SHOWN. HEADER UON _ - - _ _ _ - o D — — — — — — — M { f o S4.1 S4.1 —r]GI,RE - ' U D CADD DWG_ FILE NO. �, _ / - - - - R IsTs - - - 4 4 t`,. I'�L Q — — — — — — — — — iS� _ — — — — — — — — Of r, i o _ 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - - - - - - - SCALE re. = I II I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I i I - - - - - - - �_ AS SHOWN W :', 1. I Q I 11 1 I 0-- — — — — — — — — — DRAWN BY E E INE RE W OD RO F RU SE �_ _ _ - _ _ _ - _ - HK Y I II I I I I I I I I I I 12 QC TYPE UPN) I I I I I I I I I I I I I I I I �, o r5 11 4 1 4 , + t S4.1 v, I I I I I I I I I I I I� I I I i I I I I I� I I I I I I I I I I I I I I - - - - - _ _ - - LEGAL DESCRIPTION ` SI Saf II IF I I II 1 ' < o II I �' - - - - - - - - - S4.1 s_ 0 1 Qu I I I I I I I I I I I I I II ( I I I I I I I I I I I I I I I I I I I I I I -, o c� I�u I I I I I I I I I I I I I ( I I I I I I I II I I I I I I I I I I I I I - - - - - - - - - - ' � �' S4.1 PROJECT PHASE p 11 ` j I ( I — — — — — — — — — PERMIT SET ' II I I H - - - - - - - l ° — I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ - - - - - - - - - PROJECT NUMBER ' � I II I I I I I I I I I I I I I I 51y' I "I I I� 1 I I I I I I I I I I I I X 18-11- ' _ - - — — — — — , - LVL-- — — — — - - - - - - - - - - - - - — I J -- � — — — — — — — — — I 1, rJ J j, r; Q _ _ GIRDER TRUSS �1) s — — — ���� R' t . I W — _ _ _ — _ _ _ = 3 1 �����1 ��� L NEW CONSTRUCTION (> S4.1 S4.1 11 Lj Y:-f(�!_ �1�i�,"Ir�"�l,�l ' �',�,4�' �!�-� '-�' � i ' ' ui - d" e-9pe- t v ` d a = ;' (0 0 —i—__ ATLANTIC BEACH, FLORIDA yk Q i 5{k e- �7 3 0 ATLANTIC BEACH k V r M Y r COUNTRY CLUB co 0 ei L4 �� . 0 �� M cVEIGH & MANGUM FITNESS CENTER FDN °cv° ENGINEERING • INC AND ROOF FRAMING t: , z 9133 R.G. Skinner Parkway (D Jacksonville, Florida 32256 PLAN I M � Ph: (904)483-5200 Fax: (904)636-6770 I \ d CA 6330 email:mail@McVeighMangum.com M O Eng.of Record: Wayne D.Mangum License No.: 40178 �. N fi' ) t - I6 , { _ jti ,tit A� x I-: -, These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright ' 1. " �, ;� ' , protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other S1 . 3 ,Et it t° ' ' _elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. it11. k` # a 1 ..a'; '£ :1t, . - �; ii , EE �,}, N i..i t t , , 's. ,. ..- .. .: - — _�;� — _—_ ,�__ss,—_ -- .,>✓ _ .. ,.... :,�, ,: ,, r-�<. �;-, - _-: amu— _� ,_ :. _.. ,. -.. � _.- s.. ... . . _ e—_ .._—�. _—_ - —_ �� _- _mac.. . ,.x=__ .:�... - _ I L- _ _ _ 1,­­­..- .l i F AF DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES 1 2 STUD SCH HEADER SCHEDULE PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FASTENER SCHEDULE SHEARWALL WADI_ SCH ED U �E J7 EDULE (1 ) (2) 4 (FOR SINGLE STORY BUILDINGS) -4, r a 7 a4 NAILING 7 HOLD DOWN EACH END 4 CONNECTION SHEAR– SHEATHING BLOCKING O # END SILL PLATE LOCATION EXTERIOR (4) INTERIOR (3) LOCATION HEADER FLOOR EDGE INTERMEDIATE TRUSS/RAFTER WALL(1) TYPE SIZE SPACING SPACING REQUIRED @SLAB POST STUDS ATTACHMENT (5) cJ CONVENTIONAL ROOF FRAMING SCHEDULE 10 PLATE 2x6 @16" 2x4 @ 16" INTERIOR I LOCATION UPLIFT FASTENER (1) OR STUD POST PLATE/FDN OR LESS 1 2 SPF ,. SW3 GROUND Vis' OSB 8d 3" 12" YES HDQ8–SDS3 3 V'O ANCHOR BOLT # /# STUD GRADE SPF LOAD BEARING 2-2x12 I OR @ 20" OR MASA @ 14' PLATE 2x8 @ 16" 2x6 @ 16" FRAMING g ROOF TRUSS (2) (5) <465# 1–H5 4-8d 4-8d (3) HDU11–SDS2.5 w/ 4 END STUDS 16» OR LESS #1/#2 SPF STUD GRADE SPF (AT 24" OC MAX) MAXIMUM SPAN CLIP / STRAP <910# 2–H5 4-8d 4-8d SPAN < 4'-6 2-2x8 l�"0 ANCHOR BOLT �i EXTERIOR " SW4 GROUND " GYPSUM SEE 4" 4" YES SPAN < 6'-0" 2-2x10 2x4 7'– " <1500# LTT20B w/DTT2 @STUD SEE NOTE 3 & 4 Y2 � (6) 2 @ 48" OR MASA @ NOTES: 0 H3, H5 OR TS9 m WALLBOARD NOTE <3965# MGT w/HDUS @STUD SEE NOTE 3 & 4 3 DTT2 » » 1) SYP DENOTES SOUTHERN YELLOW PINE LO (2) ( ) 48 OR PDF @ 12 2) SPF DENOTES SPRUCE–PINE–FIR. , „ N N € It <8030# HGT w/2–HTTS @STUD SEE NOTE 3 & 4 at F <19480# 2–HD9B w/2–HD9B @ STUD SEE NOTE 3 & 4 (6) (SYP MAY BE SUBSTITUTED) NOTES: 2x6 9 –6 2–H3, 2–H5 OR TS12 HDU5–SDS2.5 Xz" ANCHOR BOLT 3) INTERIOR NON LOAD BEARING STUDS SHALL BE 1) USE THIS SCHEDULE ONLY FOR HEADERS o SW6 GROUND 'die" OSB 8d 6" 12" YES » , AND BEAMS THAT ARE NOT CALLED OUT 2x8 12'-0" 2–H3 2–H5 OR 2–TS9 u- `o TOP PLATE CLIP AT EXT SPH @ 32 12-10dx1Y2 – OR 2 @ 32 OR MASA @ 2x4 @ 24 STUD GRADE SPF UP TO 14 AND SHALL ON PLAN. 00 _ LO WALLS & INT WALLS W/ �3) HTT5 W/26-10d 32 BE 2X6 @ 24 STUD GRADE SPF ABOVE 14 . DD 2) ALL HEADERS AND BEAMS SHALL BE No °? ROOF BEARING (5) ,+ SW7 GROUND " GYPSUM SEE 7" 7" NO DTT2 2 4) FROM TOWER WALLS w/2x8@16" #1/#2 SPF STUDS. " FASTENED TOGETHER AS PER 2x10 14 –0 2–H8 OR 2–TS9 N N �i � ANCHOR BOLT �' dam-' 2 o @ 48" OR MASA @ DETAIL 10/S2.1 o rn n 4 t= WALLBOARD NOTE ]� � � v GROUND FLOOR SILL PLATE SPH @ 32 12-10dx1Y2 – Y a�o 48 OR PDF @ 18 0 rn CLIP AT EXT & INT WALLS (2) (6) 2x12 17 –0 2–H8 OR 2–TS12 -`° Q x t LL W/ ROOF BEARING (5) 0 NOTES: %' ' U) LL XFO ANCHOR BOLT W 2x2A" 1 USE THIS SCHEDULE FOR AREAS NOT FRAMED WITH ROOF TRUSSES. �� "' SILL PLATE TO FOUNDATION o0 0 � / NOTES: ) - SLAB OR CMU WALLS (5) (6) (7) PL WASHER OR "MASA" @ 32" 1) SEE PLANS FOR SHEARWALL LOCATIONS. 2) ALL CONNECTORS LISTED ARE SIMPSON STRONG–TIE. 07 rn ~ 2) GYPSUM WALLBOARD ATTACHMENT SHALL BE MINIMUM 6d COOLER (1%"x0.092") W/ U) (q3/a" MIN HEAD 2 M U d O 1%" X 0.120" WALLBOARD NAILS W VMIN HEAD 13/4" LONG 16 GAGE STAPLES (1X2" LEGS & L o o t NOTES: / 0', ° 1V LONG OR 6 1Y4" TYPE S OR W DRYWALL SCREWS. 1) ALL CONNECTORS LISTED ARE SIMPSON STRONG–TIE, UON. 3) SEE ELEVATION 6 S2.1. FOR TYPICAL SHEARWALL ELEVATION. SEE DETAIL 7/S2.1 FOR TYPICAL ° OTHER MANUFACTURERS MAY BE SUBSTITUTED. NAIL SIZE AND SHEARWALL NAILING PATTERNS. jai - EF NUMBER SHALL BE IN ACCORDANCE WITH MANUFACTURER'S CATALOG. O 4) ONLY ONE HOLDDOWN IS REQUIRED AT INTERSECTING OUTSIDE CORNER SHEARWALLS WHICH ROOF TRUSS CLIPS SHALL BE SELECTED TO PROVIDE THE UPLIFT RESISTANCE SHOWN ON THE ROOF TRUSS SHOP DRAWINGS. HAVE A COMMON END POST (USE LARGER HOLDDOWN). ,+/ CU 5 Y2 0 ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM OF 7" INTO THE SLAB. AT INTERIOR WALLS N U 2) IN ADDITION TO SHEDULED HOLD DOWN, PROVIDE 2-8d TOE NAILS. ) N f e0 N µ 3) EMBEDMENT OF BOLTS SHALL BE AS FOLLOWS: NOT LOCATED ALONG THE EDGE OF THE SLAB, X2"O EXPANSION BOLTS EMBEDDED 4" MAY BE rn SUBSTITUTED FOR CAST–IN–PLACE ANCHOR BOLTS. AT EXTERIOR WALLS, Y2 O BOLTS EPDXIED BOLT TYPE "Y2"4 %"o 3/4"0 %"o INTO SLAB MAY BE SUBSTITUTED. EMBEDDED ANCHOR 7" 12" 15" 18" 6) POWER DRIVEN FASTENER (PDF) SHALL HAVE A SHANK DIAMETER OF 0.145" AND SHALL 6 EPDXIED THREADED ROD 6 7Y2» 9 10) PENETRATE A MINIMUM OF 1Y4„ INTO CONCRETE. » » EXPANSION ANCHOR 6” NOT PERMITTED 12d @ 16" OC 12d @ 16" OC STAGGERED I 4) TRUSS LOAD GREATER THAN 1500 LBS, TRUSS CONNECTION IS TO STUDS STAGGERED EA SIDE EA SIDE & EA PLY UNDER TRUSS, FROM STUD TO STUD AT EACH FLOOR AND FROM STUD INTO SLAB ON GRADE. SEE DETAIL 5/S2.2. 5) WHEN TRUSS UPLIFT EXCEEDS 780 LBS, PROVIDE WALL CLIPS AND STRAPPING ' AT 16" OC, OR LTT20B FROM TRUSS TO STUD AND STUD TO SLAB. EDGE OF SHEARWALL 6) AT INTERIOR WALLS, Y2"O EXPANSION BOLTS MAY BE SUBSTITUTED. AT EXTERIOR OR DECKING ° WALLS, Y2"O THREADED RODS EPDXIED INTO THE SLAB MAY BE SUBSTITUTED. 4'-0" MINIMUM LAP tico co 7) SEE SHEARWALL SCHEDULE FOR SILL PLATE ATTACHMENT AT SHEARWALLS. ' GYPSUM BOARD OR SPLICE BOTTOM SPLICE— PLATE PLYWOOD PANEL - _ PLATE OVER STUD oo STRUCTURAL SEE NOTE 2 ° MCVEIGH & MANGUM ENGINEERING, INC. S 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 i ti WALL STUDS, PH: 904.483.5200 SEE STUD SCHED MP&FP I NAIL SPACING @ ° ' k � SUPPORTED EDGES, MCVEIGH & MANGUM SEE NOTE 1 SEE NOTES OR PANEL EDGE ENGINEERING, INC. SEE NOTE 1 i Ld SCHEDULE BLOCKING 9133 RG SKINNER PARKWAY SEE NOTE 3 PROVIDED JACKSONVILLE, FL 32256 nJ PH: 904.483.5200 ° 2-16d AT 4" OC (24-16D TYPICAL STUDS w SEE NOTE 2 MINIMUM EACH SIDE r 0 SEE NOTE 2 ELECTRICAL INC. z OF EACH SPLICE) MCVEIGH & MANGUM U STUDS, ROOF TRUSSES, ENGINEERING,1�„ ops I� OR FLOOR JOISTS 9133 RG SKINNER PARKWAY z 2-2x STUDS 3-2x STUDS a ` s SILL PLATE CLIP, 1Nz" JACKSONVILLE, FL 32256 SEE FASTENER SCHEDULE 1 _ PH: 904.483.5200 U_ o SEE PLAN NAILING TO INTERMEDIATE LANDSCAPE ARCHITECT LU SUPPORT IS 12 oc MAX, uoN BUILT—UP COLUM STUDS TYPICAL TOP PLATE SPLICE EUTHENICS STUDIO U) 0 Z NOTES: DETAIL DETAIL 1650 BEACH AVENUE U 9 ATLANTIC BEACH, FL 32233 ATTACH STUDS TO WIND GIRT TYPICAL SHEARWALL ELEVATION ) FLOOR AND ROOF SHEATHING SHALL BE STAGGERED S2.1 PH: 904.246.6219 s. � AS SHOWN WITH LONG DIRECTION OF PLYWOOD SCALE: NTS w 6-12d TOE NAILS 3 EACH SIDE) S2.1 SCALE: NTS TRANSVERSE TO TRUSSES OR JOISTS. o NOTES: 2) UNSUPPORTED (UNBLOCKED) PANEL EDGE. PROVIDEof REVISION DATE 1) END POST SEE SHEARWALL SCHEDULE. BLOCKING IF REQ'D BY NOTES OR SCHEDULE. PERMIT SET 12/13/13 0 2) HOLD–DOWN ANCHORS ARE SPECIFIED IN THE SHEARWALL SCHEDULE FOR EACH END OF SHEARWALL. NAILING REQUIREMENTS FOR FLOOR, Q 3) BOTTOM SILL PLATE TO FOUNDATION CONNECTORS AS SPECIFIED IN THE W SHEARWALL SCHEDULE. ROOF DECK & SHEARWALL Z 4) SHEARWALLS ARE DENOTED SW# ON STRUCTURAL PLANS. < t 4t i m ti � ELEVATION 6 7 DETAIL 0 SCALE: NTS S2.1 SCALE: NTS z WALL 2x8 WALL STUD SHEATHING t STRAP EACH PLY w/CS20 STRAP. SEE SCHEDULE (6 @6 PLY, 4@ 4 PLY.) ENGINEER'S SEAL ATTACH STUDS TO WIND GIRT a '\ ° MITER CORNERS w/6-12d TOE NAILS (3 EACH SIDE) C _ 16d AT 16" OC EA e e 8d@3" AT CORNERS, SEE Lu EDGE, STAGGERED = I DETAIL 11/S2.1 „ ° DOUBLE 2x TRIPLE 2x T/WALL EL, 4, +i,, O SEE ARCH \-4-2x8 #2 SYP WIND GIRT. 1'-0" CONT BOLT PLYS TOGETHER w/Ji"O I7 `� 2x4 THROUGH BOLT @ 16" OC { I N I WIND GIRTS. WALL ATTACH~ SEE SECTION 12/S2.1 w/6-12dSTOE SNAI S TO WIND (3 EACH SIDE) � o O SHEATHING f Y2"O BOLT AT 24" OC + a, EA EDGE, STAGGERED 12d@3" 2x8 WALL STUD, 0 SEE SCHEDULE 0 4-2x _ V'O BOLT AT 24" OC N EACH EDGE, STAGGERED CARD DWG. FILE NO. a LU W BUILT-UP BEAMS i _ SCALE LU AS SHOWN < WALL rio SHEATHING DRAWN BY DETAIL DETAIL HK 11 2x8 WALL STUD 3 SEE SCHEDULE S2.1 SCALE: NTS S2.1 SCALE: NTS 8d@3" ATTACH STUDS TO WIND GIRT 3 I LEGAL DESCRIPTION w/6-12d TOE NAILS (3 EACH SIDE) e O T WALL EL, AT CORNERS, SEE o SEE ARCH II DETAIL 11/S2.1 i ' m � BD®3» I PROJECT PHASE F > II W PERMIT SET I 64 F –2x8 #2 SYP WIND GIRT. BOLT PLYS PROJECT NUMBER II w/2-1/2"0 THROUGH BOLTS @ 32" OC (D I I 18-11-_ ATTACH STUDS TO WIND GIRT < WALL w/6-12d TOE NAILS (3 EACH SIDE) SHEATHING 2X8 WALL STUD a r SEE SCHEDULE NEW CONSTRUCTION I w ' � �A � GSC i 3 2(�l3 J U O ry Y._ e ATLANTIC BEACH, FLORIDA r „ U x Ci - p ® ATLANTIC BEACH M � COUNTRY x O O CLUB M Q MCVEIGH MANGUM ENGINEERING - INCSCHEDULES CD No M 9133 R.G. Skinner Parkway AND U Jacksonville, Florida 32256 0 CA 6330 email:mail Mc DETAILS s a. K"l Ph: (904)483-5200 Fax: (904)636-6770 2DETAIL @ VeighMangum.com ' N _ Eng.of Record: Wayne D.Mangum License No.: 40178 S2.1 SCALE: NTS These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other I elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 52 . 1 ...el. h r{ DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES CLIPS AT T&B CWALL STUD 2x8 LIPS AT T&B PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 1 NAIL FASTENING SCHEDULE OF STUDS PER SEE SCHEDULE t FASTENER SCHEDULE OF STUDS PER » FASTENER SCHEDULE 10d@6 CONNECTION NAIL LOCATION NAIL (A) GUN NAIL STAPLE (B) CS18 STRAP t I JOIST TO SILL OR GIRDER TOENAIL 3-8d 3-3"x0.131" 3-3" 14 GA ';a _; y;p I BRIDGING TO JOIST TOENAIL EA END 2-8d 2-3"x0.131" 2-3" 14 GA r:. 1"x6" SUBFLOOR OR LESS TO EACH JOIST FACE NAIL 2-8d – – TWO HEADER STUDS---\ WIDER THAN 1"x6" SUBFLOOR TO EA JOIST FACE NAIL 3-8d – – AND THREE FULL SHEARWALL SHEARWALL 4" BRICK LINTEL SCHEDULE W 2" SUBFLOOR TO JOIST OR GIRDER BLIND & FACE NAIL 2-16d – – 1–CS20 HEIGHT STUDS SHEATHING SHEATHING STRAP –CS20 STRAPS n OPENING LINTEL SOLE PLATE TO JOIST OR BLOCKING TYPICAL FACE NAIL 16d © 16" 3"x0.131" © 8" 3" 14 GA @ 12" SHEARWALL EDGE \ 1't j cN., CD \` NAILING, SEE SCHEDULE < 6'-0" L3y2x3Y2x5A TOP PLATE TO STUD END NAIL 2-16d 3-3"x0.131" 3-3" 14 GA UP TO 6' OVER 6' \ ti f� � o ' _ _ _ ONE HEADER STUD & < 8'-0" L5x3Y2x5/s �'� ��t o 0 o �. STUD TO SOLE PLATE TOENAIL 4 8d 4 3x0.131 3 3 14 GA ; E LL o LO b TWO FULL HGT STUDS L5x5xV1s w/ Y2"D LAG SCREW aS o I'- go)? STUD TO SOLE PLATE END NAIL 2-16d 3-3"x0.131" 3-3" 14 GA (1 STUD AT OPNG < 4') SINGLE PERPENDICULAR 2x4 WALL > 8 –0 INTO HEADER @ 24" C? o i +, a » » » » » » r r O I DOUBLE STUDS FACE NAIL 16d ® 24 3 x0.131 ® 8 3 14 GA @ 8 OPNG < 8 OPNG > 8 u, rn 10dC�6" NOTE: – v)rn „ WALL STUD � DOUBLE TOP PLATES TYPICAL FACE NAIL 16d © 16 3x0.131 © 12 3 14 GA C�? 12 SEE SCHEDULE 1) PROVIDE 4 MIN BEARING EACH SIDE OF OPENING. f Q x 2) CURVE ANGLE AS NECESSARY u » » » c — U) LL. DOUBLE TOP PLATES SPLICE (LAP 4'-0") FACE NAIL 8-16d 12-3 x0.131 12-3 14 GA 2x10 c / �r o J BLOCKING BETWEEN JOISTS OR RAFTERS TO TOENAIL 3-8d 3-3 x0.131 3-3 14 GA 6„ „ \\r��� M TOP PLATE 2–SPH STRAPS ANCHOR BOLT & WASHER DTT2 HOLDDOWN IF OPENING ABUTS SHEARWALL, q- BRICK LINTEL SCHEDULE rr » » » » » WITHIN 6" OF OPENING W/ Y2'O THREADED ROD SHEARWALL HOLD DOWN ~ N N RIM JOIST TO TOP PLATE TOENAIL 8d ® 6 3 x0.131 ® 6 3 14 GA ® 6 v o u) o EPDXIED INTO SLAB CONTROLS (TO BE INSTALLED) ►�–{ U <? o ' TOP PLATE INTERSECTIONS FACE NAIL 2-16d 3-3"x0.131" 3-3" 14 GA aS 0"t "s , 0.) v I t CONTINUOUS HEADER, TWO PIECES FACE NAIL T&B ®DGE OPENING UP TO 6' OPENINGS > 6' t SHEARWALL SHEARWALL Cn _ O x I CONTINUOUS HEADER, THREE PIECES FACE NAIL 16d ® 16" – – SHEATHING SHEATHING p C-i, �' �� T&B EA FACE W SHEARWALL EDGE N U CEILING JOISTS TO PLATE TOENAIL 3-8d 5-3"x0.131" 5-3" 14 GA NAILING, SEE SCHEDULE 4 DETAIL 1,\Vi/1 N _STRAPPING REQUIREMENTS AT INTERIOR AND EXTERIOR °' CONTINUOUS HEADER TO STUD TOENAIL 4-8d — — LOAD BEARING WALL OPENINGS S2.2 SCALE: NTS CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL 3-16d MIN 4-3"x0.131" 4-3" 14 GA DOUBLE PERPENDICULAR 2x4 WALL OR SINGLE 2x6 WALL NOTE: CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL 3-16d MIN 4-3"x0.131" 4-3" 14 GA AT OPENINGS OVER 6' PROVIDE 2 STUDS UNDER HEADER. STUDS FULL HEIGHT EACH SIDE OF EXTERIOR OPENINGS SHALL EQUAL ONE HALF THE NUMBER OF RAFTER TO PLATE TOENAIL 3-8d 3-3"x0.131" 3-3" 14 GA STUDS INTERRUPTED BY THE OPENING ROUNDED UP (I.E., IF 5 STUDS ARE ALTERNATE TO CONTINUOUS SHEARWALL ' 0, " 1"x8" SHEATHING TO EACH BEARING WALL FACE NAIL 2-8d – – INTERRUPTED BY THE OPENING PROVIDE 3 FULL HEIGHT STUDS EACH SIDE SHEATHING AT WALL INTERSECTION OF THE OPENING IN ADDITION TO THE STUDS UNDER THE HEADER). WIDER THAN 1"x8" SHEATHING TO EA BRG FACE NAIL 3-8d — — BUILD—UP CORNER STUDS FACE NAIL 16d ® 24 3 x0.131 @ 16 3 14 GA @ 16 - - DETAIL € 2" PLANKS AT EACH BEARING 16d 2 3 DETAIL x; ' . COLLAR TIE TO RAFTER FACE NAIL 3-10d 4-3"x0.131" 4-3" 14 GA S2.2 SCALE: NTS S2.2 SCALE: NTS CONSULTANTS JACK RAFTER TO HIP TOENAIL 3-10d 4-3"x0.131" 4-3" 14 GA STRUCTURAL JACK RAFTER TO HIP FACE NAIL 2-16d 3-3"x0.131" 3-3" 14 GA I I A i I MCVEIGH & MANGUM I I I I ROOF RAFTER TO 2x RIDGE BEAM TOENAIL 2-16d 3-3"x0.131" 3-3" 14 GA I I I I COLUMN MINIMUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY ROOF RAFTER TO 2x RIDGE BEAM FACE NAIL 2-16d 3-3"x0.131" 3-3" 14 GA I I _ I _ I SIZE WALL JACKSONVILLE, FL 32256 I T _ THICKNESS PH: 904.483.5200 c JOIST TO BAND JOIST FACE NAIL 3-16d 5-3"x0.131" 5-3" 14 GA - - - HSS 4x4 AV' MP&FP LEDGER STRIPFACE NAIL 3-16d 4-3 x0.131 4-3 14 GA I I I I HSS 5x5 y4 MCVEIGH & MANGUM I 1 HSS 6x6 y4" NOTES: I I I I ENGINEERING, INC. A. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. I I I I HSS 7x7Ya" 9133 RG SKINNER PARKWAY sI W B. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF itis". I 1 1 1 JACKSONVILLE, FL 32256 D I I A I I HSS 8x8 Y4" PH: 904.483.5200 0LU I I I I HSS 9x9 5js" ELECTRICAL ' a S00 PLAN SS, ROOF TRUSS, Ya HSS 10x10 5/�s" MCVEIGH & MANGUM SEE PLAN _ HD96 HD9B » j INSTALL TWO LBP ELEVATION SECTION A—A 9133 RG SKINNER PARKWAY o ROOF TRUSS HSS 12x12 s ENGINEERING, INC. € Y LTT20B MGT r WASHERS ON TOP OF HSS 14x14 Y2' JACKSONVILLE, FL 32256 r Z SEE PLAN EACH CRESCENT WASHER » o ROOF TRUSS, 2Y2 TYP PH: 904.483.5200 ' o DOUBLE TOP (TOTAL OF FOUR LBP V S) SEE PLAN PROVIDE THREADED 4 TYP Y2 If o e , FOR WOOD INSTALLATION HSS 16x16 " O ° ROD W/ NUT AND WASHER PLATE DOUBLE TOP EACH END AS SHOWN LANDSCAPE ARCHITECT W 'Ii \ PLATE ��` `�'. ��; EUTHENICS STUDIO O = HGT. HGT-3 SHOWN. Z DOUBLE 1650 BEACH AVENUE PROVIDE HGT-2 OR HGT-4 ' ATLANTIC BEACH, FL 32233 ® 2 PLY OR 4 PLY GIRDER PH: 904.24BEAC w PROVIDE J�'O PROVIDE �"O THREADED TOP PLATE i`t' _ ' _ � _ _ _ W RESPECTIVELY , c� ° THREADED ROD W/ HDU ROD W/ NUT & WASHER NUT & WASHER EACH EACH END AS SHOWN Z DOUBLE TOP HTT5 PROVIDE -Y4"O THREADED 2' 4 _ - Q +t :'` END AS SHOWN HTTS HD96 3 I REVISION DATE k o PLATE ROD W/ NUT & WASHER DTT2 EACH END AS SHOWN 4 - - - PERMIT SET 12/13/13 HD96 5. Z WALL STUDS w UNDER TRUSS. WALL STUDS UNDER 6. f' >_ WALL STUDS SEE GEN NOTES TRUSS, SEE GEN NOTES Q UNDER TRUSS, 7 SYP POST UNDER TRUSS SEE GEN NOTES FASTENER: FASTENER: FASTENERS: co r LTT20B: 10-10d NAILSOf MGT: 22-10d NAILS HGT-2: 8-10d NAILS CONNECTION SCHEDULE DTT2: 8–SDS Y4x1Y2 HDU HDU5: 14 SDS Y4'x2YZ" WOOD HGT-3: 8-10d NAILS SCREWS OR EQUAL HGT-4: 16-10d NAILS FASTENERS: FACTORED CONN LOAD SINGLE PLATE SIZE MINIMUM BEAM ° DTT2 HTT5: 26-10d NAILS HD9: 3–%"0 THROUGH BOLTS TYPE SIZE SILL PLATE 1 HTTS 7 CA 08CIKY PL 5/ls"x4"x20Y2" W36, W33 Z o s Q I HD9B HD9B Q SILL PLATE HTT5 6 89 K PL 5/s"x4"x17Y" Wap, W27 SILL PLATE 5 81 K PL V1s"x4"x14Y2" W24 W21 Z _ , ENGINEER'S SEAL I 4 62 K PL 9is"x4"x11Y" W18, W16 o �1 "O ANCHOR BOLT EMBED II " s » w �_ » IN FTG OR POST INSTALL, ' » _ „ ' v, N ANCHOR ANCHOR BOLT EMBED , 3 43 K PL /s x4 x8Y2 W14, C15, W12, C12 BOLT EMBED IN FTG SEE FASTENER SCHED IN FTG OR POST INSTALL, ii II .� ANCHOR BOLT EMBED I IN FTG OR POST INSTALL 2 24 K PL V1s"x4"x5Y2" W10 C10 W8 C8 W OR POST INSTALL SEE NOTE: SEE FASTENER SCHED II SEE FASTENER SCHED FASTENER SCHED HTTS W/26-10d NAILS I II NOTES: r o MAY BE SUSTITUTED FOR HDU5 1) BOLTS SHALL BE 3/4"0 A325–N BEARING TYPE. BOLT LIMIT STATE o k Co IN SINGLE SHEAR = 17.9 KIPS. ui LTT20B MGT W/ HDU5 HGT W 2—HTT5 2—H D 9 HOLDDOWNS 2) WELDING MAY BE USED IN LIEU OF BOLTING. f g WELDS SHALL BE CAPABLE OF RESISTING LOADS SHOWN. a CAPACITY = 1500# CAPACITY = 3965# CAPACITY = 8030# 3) COLUMN THICKNESSES SHALL BE THE MINIMUM TABULATED I o UPLIFT CAPACITY IS BASED ON MINIMUM THICKNESS OF ABOVE FOR THIS SCHEDULE TO BE VALID. o NOTES: POST OR COMBINED THICKNESS OF TRUSSES AS FOLLOWS: 4) TABLE VALUES ARE FOR UNCOPED BEAMS. 1) GIRDER HOLDDOWNS SHALL BE FROM STUD TO STUD AT EACH FLOOR THICKNESS UPLIFT m AND FROM STUD INTO SLAB ON GRADE SO AS TO PROVIDE A CONTINUOUS 31'2' 15,480# PATH FOR WIND LOADS FROM THE GIRDER TO THE FOUNDATION. 4Y2" 19,840# CO I 0 2) IN LIEU OF HOLDDOWNS AT EACH FLOOR A THREADED ROD MAY EXTEND FROM BEAM TO SQUARE HSS COLUMN CONNECTION o ROOF TRUSS HOLDDOWN INTO FOUNDATION SLAB. 3) AT HEADERS, LOWER HOLDDOWN SHALL BE TURNED AND NAILED TO HEADER. cADD DWG. FILE No. x o PROVIDE SAME SIZE HOLDDOWN AT EACH SIDE OF OPENING FROM STUDS I ° INTO SLAB ON GRADE. ATTACH HEADER TO STUDS EACH SIDE OF OPENING LU WITH SIMPSON COIL STRAPS AS FOLLOWS: 6 DETAIL IF HOLDDOWN IS LTT20B: 2—CS20 SCALE t<r r ° IF HOLDDOWN IS HDU5: 3—CS16 S2.2 SCALE: NTS TYPICAL GIRDER HOLDDOWNS— AS SHOWN D IF HOLDDOWN IS 2–HTT5: 6–CS165IF HOLDDOWN IS 2–HD96: NOT ALLOWED DRAWN BY 4t `: Q 52.2 SCALE: NTS I. HK 0 LEGAL DESCRIPTION C0 #I Y O F a < x O Z Ef D PROJECT PHASE G_ PERMIT SET 4 w S O .WN PROJECT NUMBER 1 LL I 18-11-_ I r � fy LLl NEW CONSTRUCTION FjtC ! :3 LO13 �. r W ' U Y _ -Y_�_--- ;: �o ATLANTIC BEACH, FLORIDA 3 < ATLANTIC BEACH Y 4t COUNTRY CLUB Q MCVEIGH & MANGUM co o SECTIONS co ENGINEERING • INC 9133 R.G. Skinner Parkway AND Ph: (904)483 32256 5200 F1oxrid�904)636-6770 DETAILS \ a CA 6330 email:mail@MeveighMangum.com h M s . 3 Wayne O Eng.of Record: D.Mangum License No.. 40178 g }# r These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright \7 J protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other S2 . 2 a elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 7 $ 9 r , t. I DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES k• G., I 2x STUD WALL, WALL SHEATHING SEE PLAN ANCHOR BOLT, SEE FASTENER SCHEDULE INTERIOR WOOD STUD ANCHOR BOLT, SEE CLIP, SEE FASTENER BEARING WALL FASTENER SCHEDULE SCHEDULE CLIP, SEE / rT� SAW—CUT SLAB 1" REINF (IF REQ'D), STUD WALL CONTINUOUS PT 2x SILL FASTENER SCHED !�1 DEEP BETWEEN 4 & 12 SEE PLAN PL W ANCHOR BOLT. BRICK, HOURS OF CASTING SEE PLAN / WWF t w z SEE FASTENER SCHED SEE ARCH SEE PLAN t' N SHEATHING, T/SLAB, WWF, rn SEE PLAN CLIP, SEE / SEE PLAN SEE PLAN N N FASTENER SCHEDULE / T SLAB EL � N FIN GRADE— _ _ _ SEE CIVIL — — — — SEE PLAN o #4 CONT WWF, SEE PLAN L o °' O Lo C) r , T SLAB EL, is z z E—I aS No u 00 rn \\/� �\�\, SEE PLAN _ I /\/ Q I = M N N GRADE \� - - - - - Z o � � � Z a oo o COMPACTED FILL COT TW Uj VAPOR BARRIER \\ I \\r�\ _ w c,`, 0'rn G - \ \\ I I Z" 4�� � W � `L U) u Q 3" CLR 3— 5 CONT 3 CLR , „ 3—#5 CONT frz N W/#4018"#TRANSV 2,-0>, 2 —0 W/#3036" ;�� � o0 0LO TYP LO 0 "o rn � 1'-6" 3—#5 CONT W/ 10 1 2 C\i � N k � #3036 TRANSV � rn Y O N 0 O) U , TYPICAL THICKENED SLAB EDGE W BRICK INTERIOR THICKENED SLAB FOOTING o F l QO m N U I r a r7� SLAB ON GRADE CONTROL JOINT 2 SECTIONK`3� SECTIONK`4� SECTION S3.1 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS I # h kE.{ t Sfi } , Yx x; WRAP COL W/ V' 12" x .' EXP JOINT MATERIAL t I, 4 WALL SHEATHING 2x STUD WALL, SEE PLAN BASE PL & ANCHOR BOLT, COLUMN, SEE PLAN I I I SEE DET 7/S3.1 2x STUD WALL, CONSULTANTS / I I WALL SHEATHING ANCHOR BOLT, SEE CLIP, SEE FASTENER _ _ SEE PLAN STRUCTURAL FASTENER SCHEDULE SCHEDULE WWF, SEE PLAN I I I ANCHOR BOLT, SEE FASTENER SCHEDULE MCVEIGH & MANGUM BRICK, CLIP, SEE FASTENER ENGINEERING, INC. SEE ARCH WWF I I I _ T SLAB EL SCHEDULE I , / 1 NON-SHRINK — — — - I I - — — — SEE PLAN N _ _ f" BREEZEWAY OR w SEE PLAN GROUT, MIN \ \ - -�` w = 9133 RG SKINNER PARKWAY r I I w JACKSONVILLE, FL 32256 i Q WWF, SEE PLAN PH: 904.483.5200 PATIO SLAB UJ i\ i\ i\ I I i\ i�. i\ BREEZEWAY OR T FTG EL a T SLAB EL SEE PLAN a PATIO SLAB T/SLAB EL MP&FP _ — — — — SEE PLAN - 3" MIN w SEE PLAN a' TYP w I I r— MCVEIGH & MANGUM '# Z U' — — — ENGINEERING, INC. 9133 RG SKINNER PARKWAY E x / JACKSONVILLE, FL 32256 t ' ~ 00 w COL & PL \ PH: 904.483.5200 FTG SIZE & REINF, 1Y," TYP _ ELECTRICAL w N COL & FTG 3" CLR v 3—#5 CONT Z» SEE PLAN TYP PL �';' W/4 4" `� MCVEIGH & MANGUM W/#3©36„ 3 CLR F1554 ANCHOR ROD = 3—#5 CONT HEADED BOLT OR NUT ENGINEERING, INC. W/#4®18" TRANSV 2'-0AND» WELDED TO ROD CK 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 � � 0 TUBE COLUMN BASE PLATE s' Z p PH: 904.483.5200 TYPICAL TUBE COLUMN FOOTING U_ LANDSCAPE ARCHITECT w EUTHENICS STUDIO h Z 1650 BEACH AVENUE - z 5 SECTION 6 SECTION SECTION 8 SECTION ATLANTIC BEACH, FL 32233 PH: 904.246.6219 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS REVISION DATE 0 g i a ADD CORNER BAR o 2'-0» PERMIT SET 12/13/13 0 TO MATCH FTG REINF U) 04 Z %"COMPRESSIBLE MATERIAL AROUND PIPE G z OR PROVIDE PIPE SLEEVE, TYP. MAX PIPE ' r m WOOD POST,---,*,, SIMPSON CB POST SIZE ALLOWED THROUGH FOOTING IS 3". SEE PLAN BASE T SLAB EL, ylY N 0� SEE PLAN O --------- LL Z T/SIDEWALK, ——_———— O _ Q SEE ARCH Z / AT EXISTING PIPES WRAP w/ 0 Q \f / \�\ / 0I 1 1 2" STYROFOAM OR SLICE PVC c 1 1 PIPE 2"0 LARGER & PLACE ENGINEER'S SEAL : 12"x12" CONC PEDESTAL AROUND PIPE (SEAL SLIT w/ -__-- DUCT TAPE). o ----- O a � O Ai Ci I 4—#5 VERTICAL W/ 9» c° Z NOTE: MIN W #3 ® 10" TIES FOR PIPES RUNNING PARALLEL TO FTGS, CONCRETE FILL IS TO BE PLACED _ FTG DEPTH & PIPE LOCATION SHALL BE BEFORE FOOTING IS POURED AND 0 i� • • • • • 4 -0 x4-0 x1 -0 COORDINATED SO THAT THE PIPE IS NOT TO BE THE SAME WIDTH AS FTG, CONT FTG, SEE o THK FOOTING WITH WITHIN FTG LOAD DISTRIBUTION INFLUENCE POUR FULL WIDTH OF PIPE TRENCH. PLAN OR SCHED 0 5-#5 EW BOT LINE AS ILLUSTRATED. e ALTERNATE PATIO FOOTING TYPICAL CORNER FOOTING REINF �' •}`r° _� FOR WOOD POST TYP PIPE PARALLEL TO FOOTING TYP PIPE PENETRATION AT FOOTING W U 3 D O CADD DWG. FILE NO. i O of DETAILrio*`,� DETAIL DETAIL +{t !] I : W K*'9 11 .. °w S3.1 SCALE: NTS S3.1 SCALE SCALE: NTS S3.1 SCALE: NTS AS SHOWN 1 w . ;'. m k Q DRAWN BY HK LEGAL DESCRIPTION , k U_ i O ppp ti tl4 si k§ a. I 0 y WWF, PROJECT PHASE i I LU SEE PLAN PERMIT SET LU ' U) T SLAB EL, PROJECT NUMBER t _ SEE PLAN E10 4 S x t s J fi 1—#4 CONT 8>, fy 1_tt� OEC 3 2013 NEW CONSTRUCTION f` 0 IUj Y.C� � c 0 ATLANTIC BEACH, FLORIDA .- z 3 � TYPICAL PATIO TURNDOWN ATLANTIC BEACH o }s Y � Z COUNTRY CLUB 0 Q MCVEIGH & MANGUM CD SECTIONS 0 9133 R.G. Skinner Parkway AND �t 4 cw ENGINEERING - INC Ir12SECTION Jacksonville, Florida 32256 636-6770 DETAILS a CA 63300 email:mail a McVe gh0 Fax: Mangum com € O S3.1 SCALE: NTS Eng.of Record: Wayne D.Mangum License No.: 40178 a 'ti s l N - I E ° These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright l protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other S3 . 1 _elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. t�k t v i tPk r F' DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES a' � ROOF SHEATHING ROOF TRUSS, TYP I r sFj;" F`q DOUBLE 2x NAIL SHEATHING TO ROOF TOP PLATE SHEATHING 2x4 w/8d ® 3" AT SHEARWALL, SEE DETAIL 2/S4.1 2x4 2x4 EACH SIDE ROOF TRUSS SEE PLAN SIDE NAILED TO WOOD JOISTS �J ROOF SHEATHING ROOF SHEATHING TRUSS 3" ( SIM) N o r �°I j,17 '. 41 CLIP, SEE � c� FASTENER SCHED =' ; WALL SHEATHING o `� TOP PLATE CLIP, O a? o U-) SEE FASTENER �, o0 -- SCHEDULE �' c; U t 2x4016 STUD GRADE SPF co DBL 2x TOP PL ROOF TRUSS TYP %s" OSB SHEATHING BETWEEN f�,Y� c� k , Y � ROOF TRUSS TYP � � x Q TRUSSES NAILED @ 3" ALL EDGES ::�� � A CLIP, SEE FASTENER CLIP, SEE FASTENER CLIP, SEE ROOF SHEATHING 12d@6 ,��u U) cL SCHEDULE FOR LENGTH OF SHEARWALL FASTENER SCHEDULE WOOD BEAM, �` r�2 ' N Y i SCHEDULE STRAP EACH STUD TO ��� s� LO �r WALL SHEATHING SEE PLAN GIRDER TRUSS BELOW d �t TOP PL CLIP, SEE WALL SHEATHING 2x4 NAILED TO DBL 2X "? W/CS22 STRAP rn cfl lV FASTENER SCHEDULE TOP PL w/16d ® 3" aS N .Z3^ N C:) U) I WALL STUD GIRDER TRUSS, SEE PLAN Y ,l WALL STUD (2 PLY MIN) l" l Z, U T 0 Y ` Q O a� O } I " = 1 SECTION 2 DETAIL 3 SECTION 4 N � 4 SECTION C0 N S4.1 SCALE: NTS S4.1 SCALE: NTS S4.1 SCALE: NTS S4.1 SCALE: NTS k I 4 2x4 OUTLOOKER @ 24" OC ALIGN ONE OUTLOOKER W/ EA X—BRACE 2x4 BLOCKING OR 2x4 BLOCK @ 48" OC SHEATHING JOINT r 2x4 BLOCK @ X—BRACE 4-12d TOE NAILS BLOCKING SHEATHING (2 EA SIDE) CONT (LLV) EDGE HURRICANE CLIP H5 SIMPSON A33 CLIP ANGLELW 2x6 BNAILER TO ANGLE 4-16d NAILS ® EACH OUTLOOKER / L I CS20 STRAP W/X THROUGH BOLTS ®16 OC W/ 14-10d NAILS t (7 EA END) ONE LEG OF 2x4 METAL ROOF DECK, CONSULTANTS - � 2x4 X—BRACE / X—BRACE @ 48" OC e TYP 2 TYP SEE PLAN " I ® 48" OC* TOP CHORD OF 2-12d NAILS CONT L3x3x STRUCTURAL I p� I I I 4-16d DROPCABLE3ND TRUSS BOTTOM CHORD OF GABLE EDGE ANGLE MCVEIGH & MANGUM 11 END TRUSS W/ 12d TOE NAILS ENGINEERING, INC. SEE4-12d (2 ES) TOE NAILS I NOTE #2 ® 8" OC TO DOUBLE TOP PL 9133 RG SKINNER PARKWAY BRACE VERTICAL MEMBERS JOIST EXTENDED END EA END, FROM BLOCK TO I OF GABLE END TRUSS PER 2x6 BLOCKING °° HC 9040483L5 00 L 32256 TRUSS TOP CHORD 8d®3" ° I i TRUSS MFR DETAILS 12d NAILS ® 4" OC . ' DOUBLE TOP PL BETWEEN STUDS i d Is TYP AT VERLS— ITS 12d ® 4" C FROM = BOTTOM CHORD OF I IMCVEIGH & MANGUM • 8d®3" MP&FP I: LATERAL ACE TO 2-12d NAILS COMMON TRUSSES II BLOCKBELOW ® 24" OC I I ATTACH STUD TO NAILER W/ ENGINEERING, INC. IV 3-12d NAILS •!j uj , SIMPSON TC26 CONNECTOR W/ ��e» WOOD PANEL STEEL BEAM, 9133 RG SKINNER PARKWAY SIMPSON A33 CLIP SEE I CS20 STRAP @ EACH 5-10dx1X� INTO STUD AND IJACKSONVILLE, FL 32256 —•-2x4 SC TRUSS BETWEEN STUDS SEE PLAN 0 NOTE #2 NAILED TO W/ 14-10d NAILS 6-10dxlX INTO NAILER. NAILS PH: 904.483.5200 W WALLS UD SEE STEEL JOIST, TRUSS IF I.I INTO STUD SHALL BE INSTALLED SEES ED PLAN SEE PLAN ELECTRICAL 2-12d NAILS I I VERT BOTTOM CHORD OF v INTO THE CENTER OF EACH SLOT (SEE N TE) MCVEIGH & MANGUM Of WEB IS NOT GABLE END TRUSS H5 CLIP FROM I I PRESENT BLOCKING TO ENGINEERING, INC. ilj' i, ❑ I — — WALL SHEATHING L I;" ❑ DBL TOP PL 2x4 SEE ARCH EAM NOTE: PROVIDE 4 STUDS @ EA 9133 RG SKINNER PARKWAY CONT 2x4x8 » POST & EXTEND UP THRU JACKSONVILLE, FL 32256 Z A33 CLIP 2 SYP LATERAL BLOCKING ® 48 OC ROOF DECK ® EACH RAIL POST. PH: 904.483.5200 # BETWEEN GABLE END SEE ARCH FOR POST LOCATIONS L l TRUSS AND FIRST BRACE � 48" OC ` COMMON TRUSS LANDSCAPE ARCHITECT 2 2x TOP PL INSIDE FACE OF EUTHENICS STUDIO ` 14``d ' r w CONT 2x4x8' #2 SYP ( ) WALL STUD Z LATERAL BRACE ® 48" OC 2x4 BLOCKING ® 48 OC 6 ° W/ 3-12d INTO EACH BETWEEN GABLE 1650 BEACH AVENUE " z AND FIRST TRUSS SECTION ATLANTIC BEACH, FL 32233 W TRUSS BOTTOM CHORD � vli' __ H5 CLIP ® 48" OC FROM S4.1 SCALE: NTS PH: 904.246.6219 y BLOCKING TO DBL TOP PL 2x STUDS PER PLAN I � ° *NOTES: —�� PLATFORM FRAMING GABLE END REVISION DATE o 1) WHERE "H" EXCEEDS 7'-0" X—BRACES PERMIT SET 12/13/13 fd SHALL BE 2x6. l 2) WHERE "H" EXCEEDS 10'-6" X—BRACE ' a MEMBERS SHALL BE NAILED TO VERTICAL I 5 SECTION WEB (OR SCAB) AT EACH TRUSS. i ¢ S4.1 SCALE: NTS METAL DECK, o LTP4 CLIP FROM TRUSS SEE PLAN TYP Y8 2 I r PLYa x7"x0'-7" TO NAILER AT 24" OC Y2 Z FLAT ROOF TRUSS, Z ❑ » SEE PLAN TYP 8dC�6 ROOF SHEATHING HANGER FLANGES 2 TO STEEL PLATE KB I I METAL ROOF DECK, ENGINEER'S SEAL I I TUBE STEEL COLUMN, 2-2x6 NAILER. TYP SEE PLAN I I SEE PLAN ATTACH ��TO ANGLE $ 2 o . I I W/7� THROUGH I I BOLT @ 16" OC CONT 2x4 I I w I I L6x3Xx%e (LLH) l o WIDE FLANGE, HEADER, SEE SEE PLAN GIRDER TRUSS, SECTION 13/S4.1 L2x2xYa" BRACE r CLIP, SEE 3f6 STEEL JOIST, L BEAM FASTENER SCHEDULE SEE PLAN SEE PLAN © EACH JOIST ATTACH HEADER TO g TRUSS TO TRUSS STEEL PLATE W/HUC88 CONNECTION BY HANGER. SKEW HANGER BEAM, NOTES: Ir ❑ BEAM, TRUSS ENGINEER TO MATCH ARCH WALL SEE PLAN 1) WHERE JOISTS DO NOT ABUTT, STEEL JOIST, ° � SEE PLAN EXTEND JOIST 1Y2 PAST CL OF } SEE PLAN BEAM. I m 2) PROVIDE Y2"d ERECTION BOLTS I t o AS REQ'D BY OSHA. O CADD DWG. FILE NO. • 7 SECTION DETAIL 9 SECTION 10 SECTION SCALE ui S4.1 SCALE: NTS S4.1 SCALE: NTS S4.1 SCALE: NTS S4.1 SCALE: NTS AS SHOWN i m } Q DRAWN BY I HK ry 1 T/COL— LEGAL DESCRIPTION � z SEE ARCH I I LL I I o + ry a TYP 2 TYP METAL DECK, o 212 METAL DECK, (. z 2)� x2Xz xXa I I SEE PLAN r .I o STEEL TUBE SEE PLAN TUBE BEAM, PROJECT PHASE I WALL SHEATHING SEE PLAN I I a > I I PERMIT SET ° ° ---- -- WALL STUD FOR CONNECTION EACH 3-46 I PROJECT NUMBER L"' 2x6 BLOCKING °° CONT L6x3)4x%6 (LLV) EDGE L6x3xXa (LLV) EDGE ANGLE SIDE, SEE DET 1 S4.2 18-11- BETWEEN STUDS 8d®3" ANGLE W/2x6 NAILER TO ANGLE ATTACH AT EACH STUD of W/)z" THROUGH BOLTS ®16" OC W/2—Ya"x4" LAG SCREWS I I a 8dC�3" _______ 2x8 NAILER. ATTACH TO j j '3 r l sl u; ATTACH STUD TO NAILER W/ TUBE BEAM W/Xz" BLIND I I 1, SIMPSON TC26 CONNECTOR W/ , » I BOLTS ® 16" OC I I DEC 13 2013 LI), NEW CONSTRUCTION t ifs WOOD PANEL STEEL BEAM, METAL DECK., w 5-10dx1l2INTO STUD AND BETWEEN STUDS SEE PLAN 1 6-10dx112 INTO NAILER. NAILS TUBE COLUMN, WALL STUD, SEE PLAN STEEL JOIST, :. INTO STUD SHALL BE INSTALLED SEEI ISEE PLAN SEE SCHED PLAN SEE PLAN I I 12d@6" ATLANTIC BEACH, FLORIDA Q INTO THE CENTER OF EACH SLOT I 2x8 PLATE 3 0 2x6 STUDS ® 16" OC 4-2x8 HEADER OVER WINDOW ® ATLANTIC BEACH WALL SHEATHING L W 2—V' WOOD PANEL FILLER �r o SEE ARCH EAM / PLATES AND 1-4" WOOD PANEL COUNTRY CLUB 1 0 I I FILLER PLATES TO FLUSH OUT INSIDE FACE I I BEAM TO THICKNESS OF WALL.STEEL MCVEIGH MANGUM N OF WALL STUD I I CORUMONNSEE TIDETAON O 8/S4.1 ENGINEERING - INC ROOF _ SECTION I I SECTIONS AND C7 11 Ja Jacksonville, 32256 Ph: (904)483-5200 Fax: (904)636-6770 DETAIL IL S4.1 SCALE: NTS CA 6330 email:mail McVei hMan um.com rl2 SECTI 0 13 SECTION Eng.of Record: Wayne D.Mangum License No.: 40178 gk k t tt tS4.1 SCALE: NTS S4.1 SCALE: NTS These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright S4 . 1 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other _elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. , {y k DO NOT MEo SAUrrYAEi�DDRAWINGS R Disc EPArSrcIES NOTIFY ARCHITEC PRIOR TO CONS'1'EZUCTION. SEE GENERAL NOTES t �k 3 . ! Tf. u i r " 1'-0" 1'-0" ROOF TRUSS, » I » .t • 9 MAX MAX 9 SEE PLAN 4 4=. I` ROOF SHEATHING L1 Yix1 YixY4 EA SIDE N Q 8d@6" OF R I ATTACH RAFTER W/ SHEATHING 4-10d TOE NAILS TUBE STEEL COLUMN, (2 EACH SIDE) ATTACH RAFTER W/ ROOF TRUSS, I SEE PLAN I I --- ---- -- – 4-10d TOE NAILS SEE PLAN LO IA 3TYP ES – – I– – – – CL BEAM ROOF RAFTER, (2 EACH SIDE) M N TUBE STEEL BEAM, » I I 2.. _ �4 & HOLE SEE PLAN 8d®3" CLIP, SEE FASTENERSCHEDULE o ,a` SEE PLAN 2 I I s CONT 2x4 u–°L 0 o C' " _ 8d®3 C) ao ------ ,f, xQ WALL SHEATHING � c o SLEEPER I I TYP s TYP N ATTACH © EACH RIB OFHDECK W/2T#12x2V' TEX 2x6 NAILER. RIP TO rn 1 .x C) 1 x Y4" BENT PLATE I �, ifs 2C�6 TRUSS W/4-12d SCREWS WITH WASHERS AT 12 OC MATCH BEAM WIDTH f\A -`, ` `� X Q t I I X NAILS STUD WALL.—" 2x8 SLEEPER �� \\ �� U- CONNECTION TAB I IAND ATTACH W/J� ��, W U w EACH SIDE OF BEAM TYP @ NOTES: 2x6@16 STD METAL DECK, THROUGH BOLTS AT { EA END GRADE SPF SEE PLAN 32" OC EACH SIDE OF c� m LcS "' ifs 4 1) LOCATE HOLE IN MIDDLE HALF OF BEAM. SEE o LO 00 2) SEE MECH FOR LOCATION AND DUCT SIZE. FLANGE, STAGGERED M OPENING SIZE IS DUCT SIZE PLUS 2" ALL AROUND. 2x6 STIFFNER. ATTACH 8d�3" �i STEEL BEAM, o U) I L �� d ® EACH STUD W/ RECTANGULAR DUCTS 3-12d NAILS SEE PLAN h–i Y o PP h—t—i L rn U _U W p O � at SECTION 2 STEEL BEAM H OLE REINFORCING 3 SECTI ON 4 SECTION ® N S4.2 SCALE: NTS S�.2SCALE: NTS S4.2 SCALE: NTS S4.2SCALE: NTS r t' NO.2 SYP 2x4 NAILER FASTEN TO TRUSS BOTTOM CHORD W 10d NAILS ® *" 1 i {, ;_ • . 2x6 LEDGER. ATTACH TO P TRUSS TOP CHORD W/12dC�6" ' WOOD STUD WALL ATTACH RAFTER W/4-1Od TRUSS BOTTOM TRUSS BOTTOM , I, t 8d@6" TOE NAILS (2 EACH SIDE) CHORD CHORD r,5 a a CONSULTANTS ROOF SHEATHING STRUCTURAL F FLAT ROOF TRUSS, ROOF TRUSS, SEE PLAN 2x4 LEDGER. ROOF SHEATHINGL MCVEIGH & MANGUM 8dC�6 SEE PLAN ATTACH AT 8d@6 BLOCKING BETWEEN ROOF SHEATHING EACH STUD WITH STUDS ENGINEERING, INC. 2-12d NAILS 9133 RG SKINNER PARKWAY tI I- \ :d5-12d NAILS Vis" OSB DIAPHRAGM JACKSONVILLE, FL 32256 4, " FASTEN TO TOP PLATE PH: 904.483.5200 x X X 2x6®16" WITH 16d ® *" MP&FP CONT 2x4 STUD GRADE SPF TOS2x4 NAITEN LER AGM MCVEIGH & MANGUM ROOF GIRDER TRUSS, WITH 4 AILS SEE PLAN BLOCKING WALL SHEATHING ENGINEERING, INC. 1 BETWEEN TYP BOTH NAILERS DOUBLE TOP PLATE 9133 RG SKINNER PARKWAY w ROOF RAFTER, RAFTERS ATTACH SLEEPER TO HIGH JACKSONVILLE, FL 32256 CLIP, SEE–/ TRUSS HANGER SEE PLAN RIB OF DECK W/2–#12x21" TEX GYP BOARD TYP PH: 904.483.5200 FASTENER SCHEDULE BY TRUSS MANUF ' w SCREWS WITH WASHERS AT 12 OC t = CONT. 2x12 LEDGER. SHEARWALL SHE ELECTRICAL 2x8 SLEEPER SEE SCHEDULE MCVEIGH & MANGUM ATTACH AT EACH WALL 2x6 STIFFNER. ATTACH ENGINEERING INC. . = BEAM, STUD WITH 6-12d NAILS. @ EACH STUD W/ 8d®3" ALTERNATE CONNECTION SEE PLAN METAL DECK, 3-12d NAILS SEE PLAN ALIGN TRUSS OVER WALL AND 9133 RG SKINNER PARKWAY p WALL SHEATHING CONNECT BOTTOM CHORD TO TOP PLATE W/ SIMPSON LTP4 CLIP Y JACKSONVILLE, FL 32256 o PH: 904.483.5200 ,t l` 12 . (24 FOR SHEARWALLS WITH * = SHEARWALL EDGE NAILING EDGE SPACING GREATER THAN 4") O SPACING (I.E. 3" OR 6") LANDSCAPE ARCHITECT W EUTHENICS STUDIO i z 1650 BEACH AVENUE 5 SECTIONrT� SECTION 7 SECTION SECTION ATLANTIC BEACH, FL 32233 W PH: 904.246.6219 t k S4.2 SCALE: NTS S4.2 SCALE: NTS �.2 SCALE: NTS S4.2 SCALE: NTS REVISION DATE O �a 1" PERMIT SET 12/13/13 ° TYP U 3/6- XYs 5 »4 PUDDLE Z I TYP PROVIDE /s O BURGLAR WELDS W L6x3xY4 (LVL) EDGE ANGLE. I s Y8 BARS C� 6 EW, OMIT AT 4 L4x3xr� LLV , ATTACH AT EACH STUD W/2–Y, x4 I DUCT OPNG (IF REQ'D 4 } LAG SCREWS. PROVIDE 1V' VERTICALLY A I� I I --------------- A SEE ARCH) TOP CH EA SIDE WELD TO TOP CHORD ® CONCENTRATED I m SLOTTED HOLES IN ANGLE FOR LAG I - LOAD GREATER THAN 100 LBS � SCREWS AND INSTALL LAGS IN CENTER I I Z CONCENTRATED & WELD TO NEAREST PANEL 0 L OF SLOT AFTER DEAD LOAD IS APPLIED �I w z Q – – --- -- ZONE A 36/7 LOAD POINT ON OPPOSITE CHORD I II M I I � � ° I _ I I 36t, # I z �4a w I I 0w t Q II N f z I I I `x TYP t p II X ` w Jfi 2 U II I I L5x5x%xO'-5" LG ZONE B 36/4 t L4x3x3/$ (LLV) L BEAM ENGINEER'S SEAL O OR JOIST (IF JOIST– 36" k'I w OPNG SIZE EQUALS SEE DETAIL –_–_ FOR BRACE) 0 te INSIDE DIMENSION OF TYP WELD PATTERN FOR ROOF DECK ;s ;I � OF PREFAB CURBS Lu I STEEL BEAM, PLAN SECTION A A t SEE PLAN NOTES: JOIST, SEE PLAN o 1) ATTACHMENT AT SUPPORTS SHALL BE WELDS. \—L2x2xY4 EA SIDE } INSIDE FACE 2) ATTACHMENT AT SIDE LAPS SHALL BE #10 TEKS SCREWS. HANGER WHEN HANGER LOAD IS t a AT WALL STUD NOTES: 3) ATTACHMENT AROUND OPENINGS SHALL BE WELDS ® 6" OC. TYP Y$ 1Y2 LOAD GREATER THAN 100 LBS co 1 1) VERIFY ALL DIM W/SUPPLIER BEFORE FABRICATION. , 4) ATTACHMENT AT SIDE SUPPORTS ALONG PERIMETER SHALL ' p 2) INSTALL PREFAB CURBS DIRECTLY ON STEEL SUPPORT ANGLES. X DIM X MEMBER BE WELDS @ 6" OC. 0 3) ROOF DECK IS NOT REQUIRED INSIDE MECH UNIT CURBS. S 3'-0" L3x3x%6 5) MINIMUM ENDLAP 3" TYP. I m 4) AT OPENINGS 6" TO 12" PROVIDE L2x2xY4x3'-0" LG S 6'-0" L4x3x% LLV 6) SIDELAPS: JOIST REINFORCEMENT FOR CONCENTRATED WALL STUDS, SEE PLAN PERPENDICULAR TO DECK SPAN. %"b WELD TO EACH FLUTE. LOADS NOT FALLING AT PANEL POINTS SEE PLAN ZONE A 7 SIDELAPS PER SPAN S 9 –0 L4x4x3/a ZONE B 2 SIDELAPS PER SPAN TYPICAL FRAMING AT ROOF OPENING p CADD DWG. FILE NO. , = O 9 SECTION 10 DETAIL ROOF DECK ATTACHMENTr12 SECTI ON SCALE: NTS S4.2 11SCALE $I 4 � • w S4.2 SCALE: NTS S4.2 SCALE: NTS t 4 I,fir S4.2 SCALE: NTS AS SHOWN LU fk m Fy.= > DRAWN BY Y HK O LEGAL DESCRIPTION I O $ a O E � Q O Z PROJECT PHASE p E > PERMIT SET r 4 w PROJECT NUMBER 18-11- (D Q w _ -' � NEW CONSTRUCTION r 3 D HL 1 3 2013 S LU U 1A'Y&/ /�" I yp �p U ATLANTIC BEACH, FLORIDA Q ATLANTIC BEACH COUNTRY CLUB N 0 i F p p MCVEIGH & MANGUM R ENGINEERING • INC ROOF I ) 00 0 f N N { 9133 R.G. Skinner Parkway SECTIONS AND Jacksonville, Florida 32256 DETAILS `�_ Ph: (904)483-5200 Fax: (904)636-6770 R \ / M IZ CA 6330 email: mail@McVeighMangum.com OU Eng.of Record: Wayne D.Mangum License No.: 40178 N ft These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright S4 . 2 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other 4t elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. d ; a #' f 666 f DO NOT MEASURE DRAWINGS MECHANICAL SYMBOLS LEGEND NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES t , GENERAL NOTES ABBREVIATIONS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES M p�xf ® CEILING SUPPLY DIFFUSER 1. IN THE PREPARATION OF THESE PLANS, THE ENGINEER HAS CEILING RETURN GRILLE A AMPERES USED CERTAIN ABBREVIATIONS, CONVENTIONS, AND SYMBOLS, AFF ABOVE FINISHED FLOOR Heat Pump Split System DX Air Conditioning Unit Schedule THE MEANING OF WHICH ARE ILLUSTRATED AND EXPLAINED CEILING EXHAUST GRILLE WITHIN THE LEGEND. Z SYSTEM NUMBER AHU-2A/HP-2A AHU-2B/HP-2B AHU-3/HP-3 AHU-4/HP-4 AHU-5/HP-5 AHU-6/HP-6 AHU-7/HP-7 AHU-8/HP-8 AHU AIR HANDLING UNIT 2. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO AREA SERVED DINING HALL DINING HALL OFFICES FOYER BAR PRO SHOP LOCKERS FITNESS CENTER El CEILING EXHAUST FAN INDICATE CAPACITY, SIZE, LOCATION, DIRECTION, AND GENERAL BHP BRAKE HORSEPOWER MIN. SYSTEM S.E.E.R/E.E.R. 4111.9 411.9 15.5/- 15.5/- 411.7 16.0/- 15.5/- 41111.0 }� \ r ARRANGEMENT, BUT NOT EXACT DETAILS OF CONSTRUCTION. I THE FACT THAT ONLY CERTAIN FEATURES OF THE IN-LINE EXHAUST FAN BTUH BRITISH THERMAL UNIT PER HOUR MIN. SYSTEM H.S.P.F/C.O.P. 8.5/- 9.0/_ 9/_ 8.5/- 43.3 INSTALLATION ARE INDICATED MUST NOT BE TAKEN TO MEAN THAT OTHER FEATURES WILL NOT BE REQUIRED. CFM CUBIC FEET PER MINUTE NOMINAL TONS 10.0 10.0 1.5 3.0 12.0 3.5 4 10 u� E SD DUCT SMOKE DETECTOR N 3. COORDINATE WITH THE OTHER TRADES TO INSURE THAT EACH CLG CEILING c' ` TRADE SHALL HAVE SUFFICIENT SPACE TO INSTALL THEIR �-r- INDOOR UNIT No. AHU-2A AHU-2B AHU-3 AHU-4 AHU-5 AHU-6 AHU-7 AHU-8 c� L� RETURN/EXHAUST DUCT TURNING DOWN ov r EQUIPMENT (DUCTWORK, PIPING, ELECTRICAL WORK, ET.) CD CONDENSATE DRAIN o 0 MANUFACTURER AAON AAON CARRIER CARRIER AAON CARRIER CARRIER CARRIER 00 4, IN GENERAL, ALL PIPING AND DUCTWORK SHALL BE RUN IN RETURN/EXHAUST DUCT TURNING UP CU CONDENSING UNIT SUPPLY AIRFLOW(cfm) 3,500 3,500 525 1,050 4,200 1,225 1,400 3,500 M 6 N THE CEILING SPACE UNLESS NOTED OR INDICATED OTHERWISE. o o o SUPPLY DUCT TURNING DOWN DB DRY BULB OUTSIDE AIRFLOW(cfm) 800 800 60 90 900 160 140 480 �, f 5. VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND CD =$ EXT. STATIC (in.w.g.) 1.25 1.25 0.75 0.75 1.25 1.00 0.75 0.75 x �� . SUPPLY DUCT TURNING UP - FIELD DIMENSIONS. DN DOWN \fit`ALJ LL EVAP. FAN HP 2 2 0.5 3/4 3 3/4 3/4 3 E ; i 6, DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE UC DX DIRECT EXPANSION DIMENSIONS. 3/4 UNDERCUT BELOW DOOR AUX ELEC. HEAT AT 208V(Kw) 21.0 21.0 5.0 8 26.3 8 15 24 �irl��j 00 C) r EA EXHAUST AIR UNIT VOLTS/PHASE/HZ. 208/3/60 208/3/60 208/1/60 208/1/60 208/3/60 208/1/60 208/1/60 208!3/60 � ) W a`ro I 7. ALL RISES AND DROPS IN PIPING AND DUCTWORK MAY NOT RADIANT DAMPER (RD) 6 N N [ NECESSARILY HAVE BEEN SHOWN. CONTRACTOR TO VERIFY. RD EAT ENTERING AIR TEMPERATURE COOLING ENT.AIR TEMP. DB/WB (DEG F) 79.4/65.2 79.4/65.2 77.2/63.1 76.7/62.6 79.1/64.9 77.5/63.4 76.9/62.8 77.7/63.6 9 o 07 cq M d �4 *Y g. PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT BRACKETS, CONNECT TO EXISTING COOLING LEAVING AIR TEMP. DB/WB (DEG F) 56.2/55.2 56.2/55.2 54.0/52.6 52.4/51.8 54.2/53.3 53.7/52.3 53.5/52.2 54.4/52.8 F�--I o ® EF EXHAUST FAN W ,p FLASHING, HARDWARE, ET. REQUIRED TO INSTALL A COMPLETE NET TOTAL COOLING (MBH) 108.25 108.25 15.99 32.31 146.23 39.25 42.71 109.90 y SYSTEM. EL ELEVATION _� ai °- F- NET TOTAL SENSIBLE COOLING (MBH) 91.92 91.92 13.16 27.51 117.51 31.44 35.42 88.20 `� EF O g, DIFFUSERS AND REGISTER LOCATIONS SHALL BE COORDINATED p SIDE WALL SUPPLY GRILLE EXH EXHAUST 0-O WITH LIGHT FIXTURE AND OTHER CEILING DEVICE LOCATIONS. HEATING ENT.AIR TEMP. DB (DEG F) 60.9 60.9 65.4 66.6 61.4 64.8 66.0 64.9 c� FIELD VERIFY. 04 U SIDE WALL RETURN GRILLE EQUIP EQUIPMENT HEATING LEAVING AIR TEMP. DB (DEG F) 94.4 94.4 101 99.9 99.7 101.0 99.8 97.2 � CoN 10 MOUNT ALL THERMOSTATS AND/OR SENSORS 4 FEET ABOVE ESP EXTERNAL STATIC PRESSURE REV. CYCLE HEATING (BTU/H) 128.70 128.70 17.56 33.87 176.00 41.05 45.01 130.00 °' FINISHED FLOOR, UNLESS OTHERWISE NOTED. MCA/MCOP 81/90 81/90 31.2/35 44.7/45 104/110 44.7/45 76.3/80 71.7/80 A-12x12 AIR DEVICE TYPE AND SIZE FB FILTER BOX 200 CFM MODEL No. V3-CRB-8-0-142A-3D3 V3-CRB-8-0-142A-3D3 FV4CNB002T00 FV4CNB006T00 V3-DRB-8-0-142A-3E3 FV4CNB006T00 FV4CNB006T00 40RUQ AIR FLOW CFM r.y FD FIRE DAMPER ` X GENERAL SYMBOLS O THERMOSTAT HP HORSEPOWER OUTDOOR UNIT No. HP-2A HP-213 HP-3 HP-4 HP-5 HP-6 HP-7 HP-8 I MANUFACTURER AAON AAON CARRIER CARRIER AAON CARRIER CARRIER CARRIER KW KILOWATT PLAN OR DETAIL NO. 2- R REFRIGERANT PIPING (LINE SET) LBS POUNDS UNIT VOLT/PHASE/Hz. 208/3/60 208/3/60 208/1/60 208/1/60 208/3/60 208/1/60 208/1/60 208/3/60 SHEET NUMBER MCA/MCOP 44/60 44/60 11.8/20 22.1/35 63/80 27.6/40 28.5/40 40.6/60 s 2 C� CONDENSATE DRAIN PIPING MAX MAXIMUM MODEL No. CC-C-010-8-D-2 CC-C-010-8-D-2 25HBC518AO03 25HBC536AO03 CC-C-014-8-D-2 25HBC542AO03 25HBC548AO03 38AUQ 10 KEYED NOTE TO PLAN t MBH THOUSAND BTU/H Remarks 1-11 1-11 1-10 1-10 1-11 1-10 1-10 1-10 CONSULTANTS IREVISION NUMBER 2 PIPE TURNING UP MIN MINIMUM Notes: STRUCTURAL f, 1. PROVIDE AHU WITH SINGLE POINT POWER CONNECTION. COORDINATE WITH ELECTRICAL CONTRACTOR. AOA OUTSIDE AIR MCVEIGH & MANGUM 2. E.0 TO PROVIDE AND INSTALL DISCONNECT SWITCH. { �-t PIPE TURNING DOWN ENGINEERING, INC. r RA RETURN AIR AND/OR ROOM AIR 3. ELECTRONIC PROGRAMMABLE THERMOSTAT 9133 RG SKINNER PARKWAY r 4. TIME DELAY RELAY&TX VALVE JACKSONVILLE, FL 32256 2 POSITION MOTORIZED DAMPER RTU ROOFTOP UNIT 5. FILTER RACK W/T-A FILTERS PH: 904.483.5200 N NORTH ARROW SA SUPPLY AIR 6. FILTER DRIER MP&FP MANUAL VOLUME DAMPER 7. COMPRESSOR START ASSIST � TEMP TEMPERATURE MCVEIGH & MANGUM 8. HIGH &LOW PRESSURE SWITCHES ENGINEERING, INC. TYP TYPICAL 9. CRANKCASE HEATER 9133 RG SKINNER PARKWAY 10. SIZE REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM CAPACITY LOSS JACKSONVILLE, FL 32256 UC UNDERCUT 11. PROVIDE HOT GAS REHEAT PH: 904.483.5200 AIR DISTRIBUTION DEVICE SCHEDULE t UELECTRICAL VD MANUAL VOLUME DAMPER t a A - TITUS MODEL TMS-AA LOUVER-FACED CEILING DIFFUSER MCVEIGH & MANGUM i = V VOLTS ENGINEERING, INC. B - TITUS MODEL 50F RETURN/EXHAUST EGGCRATE GRILLE WB WET BULB DEDICATED OUTSIDE AIR UNIT SCHEDULE PACKAGED ROOF TOP HEAT PUMP SCHEDULE 9133 RG SKINNER PARKWAY Y JACKSONVILLE, FL 32256 Z C - TITUS TBDI-10 [4' - (2) 1" SLOTS, 12" INLET] PLENUM SLOT ADJUSTABLE DIFFUSER ROUND DESIGNATION RTU-1 PLAN MARK OAU-1/CU-1 PH: 904.483.5200 MANUFACTURER ADDISON AREA SERVED KITCHEN r e_ D - TITUS ML-39 [3' - (4) 1" SLOTS] LINEAR DIFFUSER W/ MLP-39 BOOT PLENUM o OBD OPPOSED BLADE DAMPER MANUFACTURER CARRIER LANDSCAPE ARCHITECT �- SYSTEM E.E.R. 14.4 E - TITUS ML-39 [5' - (2) 1" SLOTS] LINEAR DIFFUSER W/ MLP-39 BOOT PLENUM SQFT SQUARE FEET MODEL NO. 50TCQD17A3C5 EUTHENICS STUDIO _. z 1650 BEACH AVENUE s,f+F o F - TITUS ML-39 [4' - (1) 1" SLOTS] LINEAR DIFFUSER W/ MLP-39 BOOT PLENUM TAD TRANSFER AIR DUCT INDOOR UNIT No. OAU-1 NOMINAL TONS 15 ATLANTIC BEACH, FL 32233 ' w SUPPLY AIR FLOW(CFM) 5,250 PH: 904.246.6219 G - TITUS ML-39 [4' - (2) 1" SLOTS] LINEAR DIFFUSER W/ MLP-39 BOOT PLENUM MODEL No. HCA071 650 O/A AIRFLOW(CFM) 1,570 SUPPLY AIRFLOW (cfm) REVISION DATE H - TITUS ML-38 [2' - (1) 3/4" SLOTS] LINEAR DIFFUSER W/ MLP-38 BOOT PLENUM OUTSIDE AIRFLOW (cfm) 650 EXT. STATIC PRESSURE (in. wg) 1.00 i 1 - TITUS TBDI-10 [4' - ( ) 2 1" SLOTS, 10" INLET] PLENUM SLOT ADJUSTABLE DIFFUSER VOLTAGE/PHASE 208/3/60 PERMIT SET 12/13/13 0 HEATER SCHEDULE EXT. STATIC (in. w.g.) O F ! `F-{ EVAPORATOR FAN HORSEPOWER 3.0 J - REGGIO REGISTER DIFFUSER TOTAL STATIC (in. w.g.) 1.26 Q . . K - REGGIO REGISTER DIFFUSER W/LOUVER DESIGNATION UH-1 UH-2 COMPRESSOR QTY. 2 EVAP. FAN HP 0.5 Z AREA SERVEDFDC/RISER STORAGE COIL ENTERING AIR TEMP. DB/WB (°F)- COOLING 88.0/80.0 CONDENSER FAN QTY. 3 - } L - REGGIO REGISTER DIFFUSER W/LOUVER m MANUFACTURER MARKEL MARKEL COIL LEAVING AIR TEMP. DB/WB (°F)- COOLING 52.8/52.8 MCA/MCOP 79.2/100 o' o M - REGGIO REGISTER DIFFUSER MODEL N0. HF2B5105N F2F5105N NET TOTAL COOLING MBh 60.9 AMBIENT TEMPERATURE (DB) 95 s� ( ) I p NOTES: OUTPUT (KW) 3.7 5 NET TOTAL SENSIBLE COOLING (MBh) 24,6 ENTERING AIR TEMPERATURE (DB/WB) 80.8/66.4 z 1) COLOR TO BE SPECIFIED BY ARCHITECT COOLING LEAVING AIR TEMP. DB/WB (DEG F) 58.0/55.7 Z 2) NECK SIZES TO MATCH SIZE OF DUCTWORK TO EACH AIR DEVICE SUPPLY AIR (CFM) 400 400 . DI3 `F 2g 4 GROSS TOTAL COOLING (BTU/H) 174,310 ELECTRIC HEATER ENTERING AIR TEMP AIR TEMP RISE 40 40 ( ) 1t �;, F5 EACH AIR DEVICE SHALL HAVE A VOLUME DAMPER IN THE DUCT CONNECTED TO THE GROSS SENSIBLE COOLING (BTU/H) 129,290 Q ELECTRIC HEATER LEAVING AIR TEMP. DB (°F) 84.3 rMF DEVICE UNLESS NOTED OTHERWISE. IF AIR DEVICE IS LOCATED IN AN INACCESSIBLE AMPS 12.1 24.1 ENGINEER'S SEAL ZHEATING ENT.AIR TEMP. DB (DEG F) 58.0 CEILING, VOLUME DAMPER SHALL BE INTEGRAL WITH THE AIR DEVICE. ELECTRIC HEAT (KW) 11.3 VOLTAGE/PHASE 208/1/60 208/1/60 { t 4, HEATING LEAVING AIR TEMP. DB (DEG F) 99.3 1 f f WEIGHT (LBS) 27 25 MIN. NUMBER OF HEATER STAGES w AIR HANDLER VOLTS/PHASE/HZ. 208/3/60 REVERSE CYCLE HEATING @ 47 °F (BTU/H) 166,050 NOTES: AIR HANDLER / 42. MCA/MCOP 8 45 AUXILIARY ELECTRIC HEAT (KW) @ 208V 18.8 / = 1. PROVIDE UNIT TEMPERATURE CONTROL THERMOSTAT, SUMMER FAN SWITCH AND POWER 10.8/11.8 g 0 4-WAY 3-WAY 2-WAY 2-WAY 1-WAY DISCONNECT SWITCH. OUTDOOR UNIT No. CU-1 UNIT E.E,R./LE.E.R. (AT A.R.L) THROW THROW OPPOSITE CORNER THROW o THROW THROW MODEL No. RCA061 UNIT C.O.P. (AT ARI @ 47 DEG. F.) 3.3 UNIT WEIGHT, INCLUDING CURB (LBS.) 2,226 2. PROVIDE ALL RELAYS AND TRANSFORMERS FOR A COMPLETELY OPERATIONAL SYSTEM. NOMINAL TONNAGE 5 I, I U AMBIENT TEMP. (°F) 95 REMARKS 1,2,3,4,5,6,7 o EXHAUST FAN SCHEDULE UNIT VOLT/PHASE/Hz. 208/3/60 NOTES:. PROVIDE WITH 14" HIGH INSULATED ROOF CURB. w r D DESIGNATION EF-1 EF-2 EF-3 EF-4 EF-5 EF-6 MCA/MOCP 25.4/40 2. PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION KIT. co a LOCATION MEN'S LOCKER ROOM WOMEN'S LOCKER ROOM RESTROOM RESTROOM RESTROOM RESTROOM 3. PROVIDE WITH MOTORIZED, TWO POSITION OUTDOOR AIR DAMPER. E AIRFLOW(CFM) 630 450 200 50 250 150 APPROXIMATE WEIGHT (LBS)- AHU/CU 230/340 4. PROVIDE FACTORY MOUNTED NON-FUSED DISCONNECT. DRIVE TYPE DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT 5. PROVIDE FACTORY MOUNTED AND POWERED 120V WEATHERPROOF GFI SERVICE RECEPTACLE FOR I Remarks 1,2,3,4,5,6,7,8,9,10,11 EACH UNIT. ` o EXT. STATIC (IN. W.G.) 0.75 0.75 0.75 0.25 .75 .75 CADD DWG. FILE NO. I' O Notes: 6. PROVIDE WITH CONDENSER COIL SALT SPRAY PROTECTION. a' FAN SPEED (RPM) 1100 1100 1050 675 1350 1100 EL 7. PROVIDE WITH 7-DAY PROGRAMMABLE THERMOSTAT. MOTOR HP (INPUT WATTS) (350) (350) (108) (45.1) (150) (155) 1. PROVIDE AIR HANDLER WITH SINGLE POINT ELECTRICAL CONNECTION. k SCALE Uj VOLTAGE/PHASE 115/1 115/1 115/1 115/1 115/1 115/1 2. PROVIDE DISCONNECT SWITCH FOR AIR HANDLER AND CONDENSING UNIT. COORDINATE WITH ELECTRICAL CONTRACTOR. m CONTROL TYPE 1 1 1 1 1 1 3. PROVIDE R-410A REFRIGERANT EQUIPMENT. DUCTLESS SPLIT SYSTEM HEAT PUMP AS SHOWN s. , y MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK DRAWN BY MODEL NO. CSP-A700 CSP-A700 CSP-A290 SP-1370 CSP-A390 CSP-B200 4. PROVIDE MINIMUM 4-ROW COOLING COILS. Unit No. HP-9 DSS-1 MK a Y I ACCESSORIES A,B,C,D,E A,B,C,D,E A,B,C,D,E A,B,C,D,E A,B,C,D,E A,B,C,D,E 5. PROVIDE STAINLESS STEEL DRAIN PAN. Area Served SERVER LEGAL DESCRIPTION 6. PROVIDE PREMIUM EFFICIENCY FAN MOTOR AND ADJUSTABLE SHEEVES. CONTROL TYPE: Manufacturer CARRIER 0 1. INTERLOCK WITH WALL LIGHT SWITCH. 7. SIZE REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM CAPACITY LOSS Model Number(indoor/outdoor) RAV-SP1 80CT/RAV-SP1 80AT Q 8. PROVIDE MODULATING HOT GAS RE-HEAT AND EXTERNAL HOT GAS BYPASS. Voltage/Phase 208/1 I a ACCESSORIES: t ° A. BACKDRAFT DAMPER 9. PROVIDE 2" ALUMINUM MESH, REUSABLE AIR FILTERS. Cooling Capacity(MBh) 17.0 PROJECT PHASE I o B. PREWIRED DISCONNECT 10. PROVIDE THERMAL EXPANSION VALVE. � 0) � Heating Capacity(MBh) 19.0 PERMIT SET > C. SOLID STATE SPEED CONTROLLER W 11. PROVIDE MICROPROCESSOR BASED CONTROLS WITH LOYTEC L-VIS TOUCH SCREEN USER INTERFACE. S.E.E.R/HSPF 17.0 10.8 I D. U.L. LISTED FAN / - PROJECT NUMBER ry E. ISOLATION KIT Airflow(CFM) 320-410 18-11-_ x,13 ° = AIR CURTAIN SCHEDULE Outside Air(CFM) I TAKE/RELIEF VENT SCHEDULE MCA/MOCP indoor-outdoor1.0/- r }' s � ACF-1 ACF-2 ACF-3 - i Q Q DESIGNATION ( ) _ LOCATION KITCHEN SEVICE DOOR KITCHEN ENTRY DOOR SERVICE WINDOW Indoor Fan FLA 0.3 ` w MARK GV-1 GV-2 GV-3 GV-4 GV-5 I NEW CONSTRUCTION k a AIRFLOW(CFM) 1465 3026 1950 i, � � MODEL GRSI-24 GRSI-12 GRSR-16 GRSR-10 GRSR-10 Remarks 1, 2, 3, 4 2013 L I' c w EXT. STATIC In w 0.01 0.01 0.01 t' l MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK ( g') �J ACCESSORIES A,B,C,D A,B,C,D A,B,C,D Notes: CFM 2950 500 1480 250 300 "`2 ATLANTIC BEACH, FLORIDA Q VOLTAGE/PH 120/1 120/1 120/1 1. ELECTRICAL TO PROVIDE DISCONNECT SWITCH FOR INDOOR AND OUTDOOR UNITS. z PD(FT) 0.15 0.06 0.12 0.03 0.03 f 0 USE INTAKE INTAKE EXHAUST EXHAUST EXHAUST MCA/MOCP 3.4/20 3.4/20 3.4/20 2. PROVIDE WALL MOUNTED THERMOSTAT ATLANTIC BEACH o #OF MOTORS @ HP 1 @ 1/5 1 @ 1/5 1 @ 1/5 3. PROVIDE INTEGRAL CONDENSATE PUMP ( Z REMARKS 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 . o MANUFACTURER BERNER BERNER BERNER 4. PROVIDE MOUNTING BASE AND PAD FOR CONDENSING UNIT NOTES: COUNTRY CLUB ' = KZR1036A KZR1072A KZR1060A i p 1.)INSECT SCREEN MODEL NO. ` 2.) BACK-DRAFT DAMPER(AUTOMATIC SHUTTER) MCVEIGH MANGUM 0 C) ACCESSORIES: MECHANICAL NOTES N 3 ) FLASHINGFLANGEBASE ENGINEERING • INC A. FACTORY MOUNTED 24V CONTROL STATION ON END PLATE LEGEND A N D I = 9133 R.G. Skinner Parkway C9 B. FACTORY MOUNTED SELECTOR SWITCH (HIGH, MED, LOW, OFF) Jacksonville, Florida 32256 SCHEDULES t V) Ph: (904)483-5200 Fax: (904)636-6770 t a C. FACTORY MOUNTED NON-FUSED DISCONNECT CA 6330 email:mail a McVeighMangum.com D. FACTORY SUPPLIED 24V MAGNETIC REED DOOR LIMIT SWITCH TO OPERATE START/STOP WHEN DOOR OPENS & Eng.ofRecord: P _Yarizadeh LicenseNo.: 40287 CLOSES These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright n l t. to protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other 1 Y 1 0 . t N elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. S �G , ,` �, +i� ; ;+ z - a' rp'e I I Z11- ASHRAE 62.1-2007 VENTILATION CALCULATION ASHRAE 62.1-2007 VENTILATION CALCULATION DO NOT MEASURE DRAWINGS � t � NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES Atlantic Beach Country Club - RTU-1 Atlantic Beach Country Club - AHU-6 PRIOR TO CONSTRUCTION. SEE GENERAL NOTES r , a.p t n 'Y 1 f VENTILATION Ez Vbz CORRECTED VENTILATION Ez Vbz CORRECTED { TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST € 'l Y �' E ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE a ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) I KITECHEN 111 1,500 1 1500 PRO SHOP 122 578 15 9 9 9 7.5 67.5 0.12 69.4 136.9 1 137 ( :Ft KITCHEN OFFICE 113 104 5 1 1 1 5 5 0.06 6.2 11.2 1 11 OFFICE 123 182 5 1 1 1 5 5 0.06 10.9 15.9 1 16 FOOD SERVICE 115 115 15 2 2 2 7.5 15 0.12 13.8 28.8 1 29 STROAGE 123B 40 0.12 4.8 4.8 1 5 1 , RESTROOM 111A 46 15 1 70 ENTRY 124 30 0.06 1.8 1.8 1 2 �T� s ' � TOTAL 1765 3 3 20 20.0 40.0 40 1570 TOTAL 830 10 10 72.5 86.9 159.4 160 F-� Li t € TOTAL VENTILATION AIR REQUIREMENT = 40 TOTAL VENTILATION AIR REQUIREMENT = 160 I N LO �� t F TOTAL EXH. RATE = 1570 TOTAL EXH. RATE = ��) ' `4 FINAL VENT. AIR REQUIREMENT (Greater of Above) = 1570 FINAL VENT. AIR REQUIREMENT (Greater of Above) = 160 1 0i, `4.f r,11 s Date: 5-Dec-13 Date: 5-Dec-13 rn o 0 04 ao ai C) �'- rn �} g - M NOTES: r+ NOTES: � �. c o 00 Nc� a, u, rn r. ,t m k, t I, #�= U O I ,C 0)O t �`� ASHRAE 62.1-2007 VENTILATION CALCULATION `��� ��� `� ASHRAE 62.1-2007 VENTILATION CALCULATION TION $ I O Atlantic Beach Country Club - AHU-2 v Atlantic Beach Country Club - AHU-7 - I I ���� o E � �� � =5 ,q- -,t It M O �.CO I?i' VENTILATION Ez Vbz CORRECTED 1� U No ,; '. , TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST VENTILATION Ez Vbz CORRECTED g TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST U Cl? o ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE �4 I " ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE � O rn 'I GALLERY 104 158 0.06 9.5 9.5 1 9 ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS CFM ( ) (CFM) .. HALL 126 48 0.06 2.9 2.9 1 3 \ �, ,, a DIINIG HALL 108 1,862 70 130 118 118 7.5 885 0.18 335.2 1220.2 1 1220 4 a) �,,/ F HALL 109 57 0.06 3.4 3.4 1 3 MENS LOCKERS 127 307 1 77 2 O STORAGE 110 77 0.12 9.2 g.2 1 9 MEN'S RESTROOM 128 410 1 250 r VESTIBULE 129 72 0.06 4.3 4.3 1 4 - , ? x LOGGA 116 710 70 50 32 32 7.5 240 0.18 127.8 367.8 1 368 WOMEN'S LOCKERS 130 254 1 64 N U I TOTAL 2706 150 150 1125 475.6 1600.6 1600 d 0 rn l�Y>�, I ' '� r t WOMEN'S RESTROOM 132 614 1 150 co N s:ilr - I ` TOTAL VENTILATION AIR REQUIREMENT = 1600 HALL 136 152 0.06 9.1 9.1 1 9 WOMEN'S RESTROOM 137 214 1 200 ` TOTAL EXH. RATE MEN'S RESTROOM 138 214 1 200 ' " FINAL VENT. AIR REQUIREMENT (Greater of Above) = 1600 TOTAL 2285 16.3 16.3 16 941 ,, 9 , Date: 5-Dec-13 } 7 TOTAL VENTILATION AIR REQUIREMENT = 20 NOTES: I TOTAL EXH. RATE = 940 a} � 1. FINAL VENT. AIR REQUIREMENT (Note 1) = 140 Date: 5-Dec-13 ' E ASHRAE 62.1-2007 VENTILATION CALCULATION ` Atlantic Beach Country Club - AHU-3 NOTES: ` ' 1) 10% OF SUPPLY AIR, EXHAUST RATE CFM MADE UP FROM TRANSFERRING AIR FROM AN JOINTING SPACE. I CONSULTANTS �F ti� !k,, �' VENTILATION Ez Vbz CORRECTED STRUCTURAL s TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST ' ' '§ 'r' I ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE ASHRAE 62.1-2007 VENTILATION CALCULATION MCVEIGH & MANGUM { ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) Atlantic Beach Country Club - OAU-1 ENGINEERING, INC. ` CLUB MANAGER'S OFFICE 105 128 5 1 1 1 5 5 0.12 15.4 20.4 1 20 9133 RG SKINNER PARKWAY f ASST. MANAGER'S OFFICE 106 128 5 1 1 1 5 5 0.12 15.4 20.4 1 20 JACKSONVILLE, FL 32256 ACCOUNTING OFFICE 107 128 5 1 1 1 5 5 0.12 15.4 20.4 1 20 VENTILATION Ez Vbz CORRECTED PH: 904.483.5200 TOTAL 384 3 3 15 46.1 61.1 60 TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE MP&FP ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS TOTAL VENTILATION AIR REQUIREMENT = 60 (CFM) (CFM) MCVEIGH & MANGUM ' ° TOTAL EXH. RATE = RESTROOM 152 206 1 25o ENGINEERING, INC. r�` ? RESTROOM 153 198 1 250 9133 RG SKINNER PARKWAY .1 ''' � FINAL VENT.AIR REQUIREMENT (Greater of Above) = 60 TOTAL 404 500 r 1' �i F ui Y Z) Date: 5-Dec-13 - JACKSONVILLE, FL 32256 11 , PH: 904.483.5200 " ' i TOTAL VENTILATION AIR REQUIREMENT U n = NOTEs: = ELECTRICAL �) TOTAL EXH. RATE 500 1 �Ijl a FINAL VENT. AIR REQUIREMENT (Greater of Above) = 500 MCVEIGH & MANGUM F ' Date: 5-Dec-13 ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 F , o ASHRAE 62.1-2007 VENTILATION CALCULATION PH: 904.483.5200 j' �` o Atlantic Beach Country Club - AHU-4 NOTES: i O U F ° LANDSCAPE ARCHITECT A , VENTILATION Ez Vbz CORRECTED ASHRAE 62.1-2007 VENTILATION CALCULATION Z TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST EUTHENICS STUDIO I z ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE Atlantic Beach Country Club - AHU-8 1650 BEACH AVENUE 4 E o ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) ATLANTIC BEACH, FL 32233 11 I t Z FOYER 100 280 0.06 16.8 16.8 1 17 PH: 904.246.6219 W VENTILATION Ez Vbz CORRECTED m ' RECEPTION 101 214 10 2 2 2 5 10 0.06 12.8 22.8 1 23 of 'r OFFICE 102 150 5 1 1 1 5 5 0.06 9.0 14.0 1 14 TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST 11 i x WAITING AREA 103 151 30 5 5 5 5 25 0.06 9.1 34.1 1 34 ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE REVISION DATE t ' ; ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) y ``; 1 { W TOTAL 795 8 8 40 47.7 87.7 88 PERMIT SET 12/13/13 RECEPTION 150 163 10 2 2 2 5 10 0.06 9.8 19.8 1 20 I ,t3 EXERCISE EQUIPMENT 151 1,177 10 12 5 5 20 100 0.06 70.6 170.6 1 171 TOTAL VENTILATION AIR REQUIREMENT = 90 1.` " ' -1 RESTROOM 152 268 1 150 Z TOTAL EXH. RATE = RESTROOM 153 253 1 150 "r ,„ , ,,3,,: , >- FINAL VENT. AIR REQUIREMENT (Greater of Above) = 90 GROUP FITNESS 154 750 40 30 12 12 20 240 0.06 45.0 285.0 1 285 ` ' v¢ � ;t �:'�:. a Date: 5-Dec-13 ,, , PRO SHOP 160 382 15 6 6 6 7.5 45 0.12 45.8 90.8 1 91 6 m 1 CKOSET 161 38 0.12 4.6 4.6 1 5 o NOTES: TOTAL 2611 19 19 350 125.4 475.4 476 300 p[t dl 2 3 ti �3 �r Psi . k W ° TOTAL VENTILATION AIR REQUIREMENT = 480 ��` ��' '� Q ASHRAE 62.1-2007 VENTILATION CALCULATION TOTAL EXH. RATE = 300 �: z FINAL VENT. AIR REQUIREMENT (Greater of Above) = 480 ` o Atlantic Beach Country Club - AHU-5 r �` I :. Date: 5-Dec-13 t � t k a s �; Q ENGINEER'S SEAL - NOTES: Z VENTILATION Ez Vbz CORRECTED ' � ' .4 2 TRACE DEFAULT CALCULATED PEOPLE PEOPLE R Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST 11 ` ` o ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE 4 U ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS rs , (CFM) (CFM) ( '-� ;.��� VESTIBULE 117 62 0.06 3.7 3.7 1 4 ' u+ LOUNGE 118 182 30 5 5 5 5 25 0.06 10.9 35.9 1 36 W o STATION 119 92 15 1 1 1 7.5 7.5 0.12 11.0 18.5 1 19 s, I, BAR 120 659 100 66 40 40 7.5 300 0.18 118.6 418.6 1 419 , ,, o STORAGE 120A 59 0.12 7.1 7.1 1 7 a, , � 11, i' r r DINING 121 782 70 55 36 36 7.5 270 0.18 140.8 410.8 1 411 g TOTAL 1836 ), a 82 82 602.5 292.1 894.6 896 ¢ r[( U) I] ' o TOTAL VENTILATION AIR REQUIREMENT = 900 I :, � _ 11� m TOTAL EXH. RATE ' t •�. FINAL VENT. AIR REQUIREMENT (Greater of Above) = 900 i � U) r o Date: 5-Dec-13 E o W o- ;� v NOTES: �- CADD DWG. FILE NO. ,` ' p a R, w � ,I-A 1�- ,� I - "'. -, , ,"" 1 tY � I� �, SCALE W I AS SHOWN LU 11 I ED 1 i� } Q n DRAWN BY S' Y rMK Ix >, .# �,� ' r i LEGAL DESCRIPTION I - 1111 I 1, ,, Ia LO R -I E- II W } '•!d O t I: Z €3 Q PROJECT PHASE PERMIT SET W t w PROJECT NUMBER I lY ; $ ` 18-11-_ a Z -i U k J i?« • I J t 1,04 ,t i't. CD Q •c;t ''E � _.� -�c..y_J, -. C-1=3 4 w SEC 213 NEW CONSTRUCTION ,{ fit' .�(}t� . � I- lI o ATLANTIC BEACH, FLORIDA a t v = I'll11 �, 0 ATLANTIC BEACH i °�, 11;. _ Y l I 0 - z COUNTRY CLUB 0 3 .1 r 0 x U ff- a) IIT M cVEIGH MANGUM 6 � MECHANICAL N I 11 111 4 o a � � � p � N ENGINEERING - INC I 9133 R.G. Skinner Parkway CALCULATIONS Jacksonville, Florida 32256 �I Io t C7 t x Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mail@MeVeighMangum.com d Eng.of Record: F_Yarizadeh License No.: 40287 p _ U } ' ..1 = These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright MO . 2 I,;� V) protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other -, ': � l:,�.:�' !` � elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. t i N I t A . e .: =rt:, �,V�,. - --- ---- - -- - - - - __ �. _ - _ ._. r - - - i I s DO NOT MEASURE DRAWINGS It y I X PRIOR TO CONSTRUCTION. SEE GENERAL NOTES NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES € � MECHANICAL SPECIFICATIONS PART 1 - GENERAL PART 2 - PRODUCTS f : 2.04 AIR DISTRIBUTION SYSTEMS (CONT) 3.03 AIR DISTRIBTION SYSTEMS (CONT) F. DUCT SYSTEM ACCESSORIES (CONT): B. HANGERS AND SUPPORTS (CONT): 2. FLEXIBLE DUCT CONNECTIONS: PROVIDE WHERE AIR HANDLERS FANS AND BLOWERS 1. HANGERS CONT 1.01 INSTRUCTIONS 2.01 SPLIT SYSTEM HEAT PUMPS (CONT) CONNECT TO THEIR DUCTWORK. SHALL BE AT LEAST 4-INCHES LONG CONNECTED ON E. CHANGES IN DIRECTION: CHANGES IN DIRECTION SHALL BE BASICALLY a ; A. SCOPE OF WORK SHALL INCLUDE ALL MATERIALS, EQUIPMENT AND LABOR A. GENERAL: FURNISH AND INSTALL SPLIT SYSTEM HEAT PUMPS OF THE: CAPACITY, EACH SIDE TO METAL (EITHER METAL DUCTWORK, AIR HANDLING APPARATUS, OR AS INDICATED ON THE DRAWINGS AND THE FOLLOWING SHALL APPLY: NECESSARY FOR A COMPLETE AND IN ACCORDANCE WITH LOCAL AND OPERATING CHARACTERISTICS AND ELECTRICAL CHARACTERISTICS INDICATED ON E I ", STATE CODES, AND CONTRACT DRAWINGS AND SPECIFICATIONS. THE DRAWINGS AND SPECIFIED HEREIN. HEAVY GAUGE STEEL SLEEVES), AND BE SUITABLE FOR USE IN MEDIUM AND/OR LOW 1. SUPPLY DUCT TURNS OF NINETY DEGREES IN LOW PRESSURE DUCT B. MANUFACTURER: TRANE, AAON, OR CARRIER PRODUCTS MAY BE SUBMITTED FOR APPROVAL PRESSURE DUCT SYSTEMS. PROVIDE BRAIDED COPPER BRIDGE STRAP EQUAL TO SHALL BE MADE WITH MITERED ELBOWS FITTED WITH CLOSELY SPACED 1.02 LOCAL CONDITIONS PROVIDED THEY CONFORM TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. THOMPSON LIGHTNING PROTECTION, INC. N0. 588 ACROSS EACH CONNECTION. TURNING VANES DESIGNED FOR MAINTAINING A CONSTANT VELOCITY THROUGH THE ELBOW. ,1 A. CONTRACTOR SHALL VISIT THE SITE AND OBSERVE ALL EXISTING LOCAL C. WARRANTY: CONTRACTOR SHALL INCLUDE IN HIS PRICE THE COST OF ONE YEARS ACCEPTABLE: VENTFABRICS, INC. VENTGLAS METAL- EDGE OR PRIOR APPROVED CONDITIONS WHICH WOULD AFFECT WORK UNDER THIS CONTRACT. WARRANTY ON ENTIRE SYSTEM PLUS AN ADDITIONAL FOUR YEARS WARRANTY ON EQUAL. 2. RETURN AND EXHAUST DUCT TURNS OF NINETY DEGREES IN LOW co d I CONTRACTOR SHALL EXAMINE ALL PLANS AND SPECIFICATIONS FOR THIS 3. LOW PRESSURE METAL TURNING VANES: PROVIDE IN ALL ELBOWS BENDS AND TEES OF PRESSURE DUCT SHALL BE MADE WITH MITERED ELBOWS AS rn COMPRESSOR. THE CONTRACTOR SHALL WARRANT EACH SYSTEM IN ITS ENTIRETY N o PROJECT AND CONSULT THEM FOR INSTRUCTIONS PERTAINING TO WORK ALL LOW VELOCITY SUPPLY AIR DUCTS WHETHER OR NOT SHOWN IN DETAIL; PROVIDE IN SPECIFIED HEREINBEFORE, FOR SUPPLY DUCTS, UNLESS RADIUS N N FOR ONE (1) FULL YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. ELBOWS ARE INDICATED IN WHICH CASE THEY SHALL BE VANED AND r ` I OF THIS SECTION. ALL ELBOWS BENDS AND TEES OF ALL OTHER LOW VELOCITY DUCTS WHERE PORTIONS c� CONTRACTOR SHALL ALSO PROVIDE AN ADDITIONAL FOUR-YEAR WARRANTY ON EACH CONSTRUCTED WITH A THROAT RADIUS THREE-QUARTERS THE DUCT � O 0 d � OF SUCH DUCTS CONVEY AIR AT GREATER THAN 700 FPM AVERAGE VELOCITY. UNIT 1 ff. 1.03 PERMITS AND FEES COMPRESSOR TO INCLUDE PARTS, REFRIGERANT AND OIL, EXCLUSIVE OF LABOR. TO BE OF THE PERMANENT FIXED TYPE, HAVING ADEQUATE RIGIDITY AND STRENGTH TO WIDTH AND A FULL RADIUS HEEL. 2 100 TOo A. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS D. INDOOR UNITS: BE COMPLETELY FLUTTER-PROOF. ALUMINUM, OR STEEL WITH CORROSION RESISTANT N -° 00 3. TEES IN LOW PRESSURE DUCT SHALL CONFORM TO THE DESIGN REQUIRED FOR PERTAINING TO WORK UNDER THIS CONTRACT AND PAY 1. FAN SECTION: SHALL BE INSULATED AND CONSTRUCTED OF GALVANIZED STEEL, COATING, OR GALVANIZED STEEL. AIRFOIL TYPE IN ALL MITERED ELBOWS, MITERED REQUIREMENTS SPECIFIED HEREINBEFORE FOR ELBOWS. o rn ALL CHARGES INCIDENTAL THERETO. DELIVER TO ARCHITECT ALL BONDERIZED AND FINISHED WITH BAKED ENAMEL. THE VARIABLE-SPEED FAN c� MOTOR SHALL BE FACTORY LUBRICATED HAVE INTERNAL OVERLOAD PROTECTION BENDS AND MITERED TEES. AIR FOIL TYPE MUST BE MANUFACTURED BY TUTTLE & 4. BRANCH TAKE-OFFS IN LOW PRESSURE DUCT SHALL BE MADE WITH SPLITTER No I, CERTIFICATES OF INSPECTION ISSUED BY AUTHORITIES HAVING ' BAILEY, ANEMOSTAT, METALAIRE, BARBER-COLMAN OR OTHER APPROVED DAMPERS, AS INDICATED, IN SQUARE TAKE OFFS. o »_ M a i JURISDICTION. AND BE RESILIENTLY MOUNTED. FAN-MOTOR ASSEMBLY SHALL SLIDE OUT FOR 5. BRANCH TAKE-OFFS IN HIGH PRESSURE DUCT SHALL BE MADE WITH + SERVICE. REVERSIBLE FILTER RACK SHALL BE EQUIPPED WITH PERMANENT TYPE MANUFACTURER AND MUST BE EQUAL TO BARBER-COLMAN AIRTURNS", TUTTLE & Y O >� CONICAL TAPS. LOW PRESSURE GLASS FIBER DUCTWORK: MITER ALL kf 1.04 CODES AND STANDARDS FILTER THAT SLIDES OUT FOR SERVICE. BAILEY DUCTURNS , OR DURA-DYNE VR" WITH 24-GAUGE RAILS AND HOLLOW VANES. m x A. FURNISH AND INSTALL MECHANICAL SYSTEMS TO MEET ALL CURRENT 2. COOLING COIL: SHALL BE CONSTRUCTED WITH ALUMINUM PLATE FINS 4. MANUAL VOLUME DAMPERS (OTHER THAN THOSE SPECIFIED AS BEING INTEGRAL WITH LONGITUDINAL CORNERS (EXCEPT SEAMS) WITH JACKET UNDISTURBED. t �``� Q °t REQUIREMENTS OF NATIONAL, STATE AND MUNICIPAL CODES, RULES MECHANICALLY BONDED TO NONFE ROUS UB EACH REGISTER DIFFUSER AND OTHER AIR OUTLET OR INLET): PROVIDED IN THE PROVIDE SHIP LAP CONSTRUCTION WITH 1-1/2 INCH MINIMUM TAPE �` \ `\,�; � LL REGULATIONS, LAWS, AND STANDARDS AS THEY ARE ADOPTED BY THE R T LNG FOR UNITS 5 TONS AND ) ( ��_ �' rz I O E � ' OVERLAP ON ALL SIDES OF ALL LONGITUDINAL SEAMS AND ,;-�-_�� ,,- ,�, SMALLER) OR SEAMLESS COPPER TUBING (FOR UNITS LARGER THAN 5 TONS) COMPLETE AIR DISTRIBUTION SYSTEM(S) (INCLUDING DUCTWORK, RETURN AIR PLENUMS, v-=,%� �� '� N n+ - GOVERNING AGENCY AND AS THEY MAY APPLY. TRANSVERSE JOINTS. PROVIDE ALL REINFORCEMENT, BRACING, CS�� Lri �r 1. FLORIDA BUILDING CODE 2010 EDITION, BUILDING WITH ALL JOINTS BRAZED. COILS SHALL HAVE AFACTORY-INSTALLED ETC.) TO ALLOW COMPLETE BALANCING OF THE AIR SUPPLY, RETURN, VENTILATION AND � o0 0 � SUSPENSION, WORKMANSHIP AND CONSTRUCTION DETAILS FOR THIS REFRIGERANT METERING DEVICE AND BE EQUIPPED WITH REFRIGERANT LINE EXHAUST SYSTEM(S). DAMPERS SHALL BE OPPOSED BLADE TYPE WITH 8-INCH DUCTWORK AND ITS ACCESSORIES IN STRICT ACCORD WITH THE 67 00 2. FLORIDA BUILDING CODE 2010 EDITION, MECHANICAL FITTINGS WHICH PERMIT MECHANICAL CONNECTIONS. COIL CASING SHALL BE MAXIMUM BLADE WIDTH. DAMPERS SHALL BE MADE OF GALVANIZED STEEL, OR STEEL rn I{ 3. FLORIDA BUILDING CODE 2010 EDITION, PLUMBING INSULATED AND CONSTRUCTED OF GALVANIZED STEEL, BONDERIZED AND FINISHED WITH A SPRAYED OR DIPPED ALUMINUM RUST RESISTANT FINISH AND BE FLUTTER- MANUFACTURER'S RECOMMENDATIONS OR THE SHEET METAL AND AIR F'� aS N N 4. FLORIDA FIRE PREVENTION CODE, 2010 EDITION WITH BAKED ENAMEL. CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION'S LATEST i o cn PROOF. USE IN LOW PRESSURE DUCT SYSTEMS ONLY. BASED UPON LOCATION OF EDITION OF THE FIBROUS GLASS DUCT CONSTRUCTION STANDARDS, U o 5. NFPA 90A (2009 EDITION), NFPA 96 (2008 EDITION), AND UNDERWRITERS LABORATORIES 3. ELECTRIC HEATER: ENCLOSURE SHALL BE INSULATED AND HAVE LARGE FRONT THE DUCT IN WHICH THE DAMPER IS TO BE INSTALLED, PROVIDE THE FOLLOWING TYPES Y o rn ` - SERVICE ACCESS DOOR. HEATING ELEMENTS SHALL BE STAGED AS INDICATED IN OF OPERATORS: DAMPERS IN DUCTS WHICH ARE EXPOSED OR LOCATED ABOVE WHICHEVER IS MORE STRINGENT. COMPLETED DUCT SYSTEM(S) rn THE EQUIPMENT SCHEDULE ON THE MECHANICAL PLANS. HEATE=R SHALL BE " " " " SHALL BE STABLE AND AIRTIGHT AT 2 INCHES W.G. INTERNAL � � 2 LAY-IN OR ACCESSIBLE CEILINGS : YOUNG REGULATOR COMPANY MODEL 817. � ._ EQUIPPED WITH BOTH THERMAL AND CURRENT OVERLOAD DEVICES, AND THE STATIC PRESSURE. ENTIRE DUCT SYSTEM(S) SHALL BE INSTALLED 1.05 SUBMITTALS DAMPERS IN DUCTS CONCEALED ABOVE PLASTER. CEILINGS OR BEHIND DRY WALL , I _ REQUIRED HEATING AND COOLING SYSTEM CONTROLS, INCLUDING CONTROL CIRCUIT CONSTRUCTION: YOUNG REGULATOR COMPANY MODEL 817A. ACCEPTABLE: PRODUCTS BY AN A/E APPROVED, MANUFACTURER'S LICENSED CONTRACTOR. n 4-"- 20 A. MATERIAL LIST: WITHIN TWENTY (20) DAYS OF AWARD OF CONTRACT, 24-V TRANSFORMER. ENTIRELY COMPLY WITH NFPA BULLETIN 90A AND BE U.L.-181 00 ami 1CONTRACTOR SHALL SUBMIT TO ARCHITECT A COMPLETE LIST OF OF TUTTLE & BAILEY, ANEMOSTAT, METALAIRE, KRUEGER, OR BARBER-COLMAN. E. OUTDOOR UNIT: CLASS I. TAPED JOINTS ON FIBERGLASS DUCTWORK SHALL BE MADE �. MATERIALS TO BE PROVIDED FOR THE HVAC WORK. THE LIST SHALL 5. FIRE DAMPERS: PROVIDE FIRE DAMPERS WHERE INDICATED ON DRAWINGS AND/OR � ►� c-�a j INCLUDE SUPPLIERS' NAMES AND MANUFACTURERS' NAMES AND NUMBER 1. GENERAL: HOUSING SHALL BE CONSTRUCTED OF GALVANIZED STEEL, BONDERIZED AND WHERE OTHERWISE NECESSARY. FIRE DAMPERS SHALL BE UL LABELED CLUSTERED BY FIRST TAPING THE JOINT, THEN STAPLING THROUGH THE TAPE N U I OR SERIES FOR EACH ITEM ON LIST. FINISHED WITH BAKED ENAMEL. THE UNIT SHALL BE DESIGNED AND TESTED FOR USE BLADE TYPE, SPRING ACTUATED, FOR HORIZONTAL OR VERTICAL MOUNTING AS ON BOTH SIDES OF THE JOINT INTERFACE, AND THEN ADDING w N t B. SHOP DRAWINGS: SUBMIT TO THE ARCHITECT FOR APPROVAL, BEFORE WITH R-410A AND CONTAIN A SUFFICIENT CHARGE FOR THE ENTIRE SYSTEM. BRASS ANOTHER LAYER OF TAPE OVER THE STAPLED AND TAPED JOINT. rn REQUIRED. DAMPER BLADES SHALL BE HELD IN POSITION BY A 165 DEGREE F FUSIBLE } SERVICE VALVES WITH REFRIGERANT LINE FITTINGS AND SERVICE PARTS SHALL BE LINK. DAMPER SLEEVES SHALL BE 14-GAUGE MINIMUM AND ALL OTHER DETAILS OF STAPLES SHALL BE IN PAIRS WITH ONE STAPLE ON EACH SIDE OF I sf t l COMMENCING WORK, SHOP DRAWINGS FOR ALL MATERIALS AND EQUIPMENT LOCATED IN EXTERIOR OF UNIT. THE JOINT INTERFACE AND WITH A DISTANCE BETWEEN STAPLE TO BE PROVIDED UNDER THIS CONTRACT. THE FOLLOWING APPLIES TO INSTALLATION SHALL COMPLY WITH THE UL INSTALLATION DATA SHEETS FURNISHED 2. COIL: SHALL CONSIST OF ALUMINUM FINS MECHANICALLY BONDED TO COPPER TUBING PAIRS OF NOT GREATER THAN 3 INCHES AS MEASURED AROUND THE SHOP DRAWINGS: WITH THE DAMPERS. OPENINGS BETWEEN THE FIRE DAMPER SLEEVES AND THE WALL THE PERIMETER OF THE TAPED JOINTS. STAPLES SHALL BE F�•1 ;h 1. CONTRACTOR SHALL SUBMIT WITHIN 30-DAYS AFTER AWARD OF (FOR UNITS LARGER THAN 5 TONS) OR ALUMINUM TUBING (FOR UNITS 5 TONS AND OR FLOOR OPENINGS SHALL BE FILLED WITH FIBERGLASS BATTING TO PREVENT SOUND MINIMUM 1/2" X F THE PROVIDE MASTIC MINIMUM TWO INCHES ON CONTRACT, DRAWINGS AND/OR CUT SHEETS OF ALL MATERIALS SMALLER) WITH ALL JOINTS BRAZED. FACTORY INSTALLED COIL REFRIGERANT FLANKING. CLUSTER BLADES SHALL COMPLETELY OUTSIDE AIR STREAM FOR ALL DUCT ' AND EQUIPMENT, AND 1/4" SCALE EQUIPMENT ROOM DRAWINGS FOR METERING DEVICE SHALL BE MOUNTED ON UNIT LIQUID SERVICE VALVE. LIQUID LINE SYSTEMS (TYPE B). ACCEPTABLE: RUSKIN, AIR BALANCE; AMERICAN WARMING AND EITHER SIDE OF CLOSURE TAPE. f SHALL INCLUDE A BI-FLOW FILTER DRIER. VENTILATING; TUTTLE & BAILEY; UNITED SHEET METAL; OR APPROVED EQUAL. z APPROVAL BY ARCHITECT-ENGINEER. SUCH SUBMITTALS MUST 3. FAN: SHALL BE PROPELLER TYPE DIRECT DRIVEN AND ARRANGED FOR VERTICAL CONTAIN OUTLINE DIMENSIONS, OPERATING CLEARANCES, INSTALLATION, DISCHARGE. PROVIDE GRILLE OVER DISCHARGE. ,FAN MOTOR SHALL BE FACTORY 6. LOW PRESSURE DUCT ACCESS DOORS: PROVIDED FOR EACH MANUAL AND MOTORIZED 3.04 OPENINGS, CUTTING AND PATCHING OPERATING AND MAINTENANCE INFORMATION AND SUFFICIENT DAMPER; FIRE DAMPER; ELECTRIC DUCT HEATER; AND WHERE ACCESS IS OTHERWISE A. GENERAL: CONTRACTOR SHALL SET IN POSITION ALL SLEEVES AND INSERTS I: ENGINEERING DATA TO INDICATE SUBSTANTIAL COMPLIANCE WITH LUBRICATED, INHERENTLY PROTECTED AND RESILIENTLY MOUNTED. TWO-SPEED NECESSARY. FACTORY PREFABRICATED DOUBLE WALL INSULATED TYPE OF 24-GAUGE FAN MOTOR SHALL AUTOMATICALLY SWITCH TO HIGH SPEED ABOVE 95 DEGREES F REQUIRED IN WALLS, PARTITIONS, CEILINGS, OR FLOORS, AND SHALL HAVE A Y SPECIFICATIONS. ALL SHOP DRAWINGS FOR ONE SECTION OF WORK GALVANIZED STEEL (OF SAME OR THICKER GAUGE THAN DUCTWORK PANEL IN WHICH AND BELOW 55 DEGREES F OUTDOOR TEMPERATURE. REPRESENTATIVE ON-SITE DURING POURING OF CONCRETE TO MAINTAIN k OR ONE MECHANICAL SYSTEM SHALL BE SUBMITTED AT ONE TIME IN 4. COMPRESSOR: SHALL BE OF THE WELDED-HERMETIC TYPE WITH INTERNAL VIBRATION INSTALLED, WHICHEVER IS GREATER. MINIMUM SIZE SHALL BE AS LARGE AS IS POSITION OF SLEEVES AND INSERTS UNTIL CONCRETE IS SET. CLOSE LOOSE-LEAF 3-RING BINDERS; NO APPROVAL WILL BE GIVEN IF COMPATIBLE WITH DUCT SIZE BUT IN NO CASE LESS THAN THE FOLLOWING (PROVIDE COORDINATION IS REQUIRED TO INSURE THAT ALL SLEEVES ARE PROPERLY SET. ISOLATION AND BE COVERED WITH A SHIELD TO MUFFLE OPERATING SOUND. SUBMITTED PIECEMEAL. LARGER SIZES IF NECESSARY TO PERMIT PROPER ACCESS OPERATION): 2. WHERE CONTRACTOR CONSIDERS ADDITIONAL DETAIL OR SHOP DRAWINGS 2.02 .ROOF TOP UNIT HEAT PUMPS MAXIMUM DUCT DIMENSIONS ACCESS DOOR SIZE CORRECTNESS OF SIZE AND LOCATION OF OPENINGS SHALL BE VERIFIED BY ESSENTIAL TO PROPER FABRICATION OR INSTALLATION OF EQUIPMENT, A. GENERAL: FURNISH AND INSTALL ROOF TOP UNIT HEAT PUMPS OF THE CAPACITY, CONTRACTOR AFTER FRAMING IS IN PLACE. CONTRACTOR SHALL DO ALL 11 AND LESS MAXIMUM DUCT DIMENSIONS X 12 DUCTWORK, AND PIPING HE SHALL PREPARE SUCH CONSISTENT WITH OPERATING CHARACTERISTICS, AND ELECTRICAL CHARACTERISTICS INDICATED ON 12" THROUGH 16" 12 X 16" CUTTING AND PATCHING OF EXISTING AND/OR NEW BUILDING MATERIALS CONSULTANTS F CURRENT INDUSTRY METHODS AND STANDARDS. ENGINEER RESERVES THE THE DRAWINGS AND SPECIFIED HEREIN. 17" AND OVER 6 X 24" REQUIRED FOR INSTALLATION OF WORK HEREIN SPECIFIED. NO STRUCTURAL STRUCTURAL RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH IN B. MANUFACTURER: TRANE OR CARRIER MAY BE SUBMITTED FOR APPROVAL PROVIDED I ' DOORS SHALL BE PROVIDED WITH HAND OPERATED ADJUSTABLE TENSION MEMBERS SHALL BE CUT WITHOUT APPROVAL OF STRUCTURAL ENGINEER AND HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLY NEAT AND THEY CONFORM TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. CATCHES AND SHALL BE COMPLETELY GASKETED AROUND THEIR PERIMETERS. ALL SUCH CUTTING SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER, MCVEIGH & MANGUM WORKMANLIKE APPEARANCE, PROVIDED SUCH AN ORDERLY INSTALLATION ' " , C. WARRANTY: CONTRACTOR SHALL INCLUDE IN HIS PRICE THE COST OF' ONE YEARS DOORS SHALL BE VENTLOK ACCESS DOORS". INSTALL IN ACCORDANCE MEETING WITH APPROVAL OF STRUCTURAL ENGINEER TO MATCH ADJOINING CAN BE MADE USING CUSTOMARY TRADE METHODS. REMOVAL AND WARRANTY ON ENTIRE SYSTEM PLUS AN ADDITIONAL FOUR YEARS WARRANTY ON WITH MANUFACTURERS RECOMMENDATIONS USING VENTLOK #360 SEALANT. SURFACES D ENGINEERING, INC. I REPLACEMENT SHALL BE DONE WHEN DIRECTED IN WRITING BY ENGINEER COMPRESSOR. THE CONTRACTOR SHALL WARRANT EACH SYSTEM IN ITS ENTIRETY AN FINISHES, BY MECHANICS OF PARTICULAR TRADE INVOLVED. G. AIR DISTRIBUTION DEVICES: 9133 RG SKINNER PARKWAY AT THE CONTRACTOR'S EXPENSE AND WITHOUT ADDITIONAL EXPENSE TO SLEEVES AND OPENINGS NOT USED DURING CONSTRUCTION SHALL BE SEALED FOR ONE (1) FULL YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. 1. SCOPE: PROVIDE ALL AIR DISTRIBUTION DEVICES AS INDICATED ON THE DRAWINGS AND JACKSONVILLE, FL 32256 OWNER. CONTRACTOR SHALL ALSO PROVIDE AN ADDITIONAL FOUR-YEAR WARRANTY ON AS SPECIFIED HEREIN FOR A COMPLETE AND OPERABLE SYSTEM FREE FROM DRAFTS WITH GROUT BY CONTRACTOR. OPENINGS BETWEEN PIPES AND SLEEVES PH: 904.483.5200 3. APPROVAL GRANTED ON SHOP DRAWINGS IS RENDERED AS A SERVICE ONLY EACH COMPRESSOR TO INCLUDE PARTS REFRIGERANT AND OIL EXCLUSIVE OF AND EXCESSIVE NOISE. THROUGH FIRE AND SMOKE WALLS OR FLOORS SHALL BE SEALED TO PREVENT ' AND SHALL NOT BE CONSIDERED AS GUARANTEE OF MEASUREMENTS OF BUILDING LABOR. 2. RELATION TO OTHER WORK: COORDINATE WITH WORK OF THE CEILING, DRYWALL AND PASSAGE OF SMOKE OR HEAT USING AN UNDERWRITERS' LABORATORIES MP&FP CONDITIONS; NOR SHALL IT BE CONSTRUED AS RELIEVING THE MECHANICAL D. GENERAL DESCRIPTION: UNITS SHALL BE FACTORY-ASSEMBLED AND TESTED, DESIGNED PLASTERING TRADES AS REQUIRED TO INSURE AN ORDERLY PROGRESSION OF WORK APPROVED METHOD RATED AT LEAST EQUAL TO THE BARRIER BEING a , CONTRACTOR OF BASIC RESPONSIBILITIES UNDER THIS CONTRACT. FOR ROOF INSTALLATION, AND SHALL CONSIST OF COMPRESSORS, CONDENSERS, AND FIRST CLASS FINISHED SYSTEM WITH RESPECT TO PLACEMENT, ALIGNMENT, FINISH MCVEIGH & MANGUM 4. CHANGES IN FOUNDATIONS, BASES, CONNECTIONS, PIPING, CONTROLS, STARTERS, PENETRATED. METHOD OF SEALING SHALL BE SUBMITTED WITH PROOF OF U.L. EVAPORATOR COILS, CONDENSER AND EVAPORATOR FANS, REFRIGERATION AND AND GENERAL FIT. APPROVAL WITH OTHER SUBMITTALS. ALL OPENINGS REQUIRED IN CONCRETE ENGINEERING, INC. ELECTRICAL EQUIPMENT, WIRING AND CONDUIT, SPACE OPENINGS, WALLS AND TEMPERATURE CONTROLS, FILTERS, AND DAMPERS. CAPACITIES AND ELECTRICAL 3. DESIGN CONDITIONS: WHICH WERE OMITTED WHEN CONCRETE WAS POURED SHALL BE CAREFULLY I; CEILINGS, AND VIBRATION ISOLATION IN ORDER TO ACCOMMODATE SUBSTITUTE CHARACTERISTICS ARE SCHEDULED ON THE DRAWINGS. A. ACOUSTICAL: COORDINATE AIR DISTRIBUTION DEVICES, SOUND ATTENUATION 9133 RG SKINNER PARKWAY ui EQUIPMENT SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. E. CASING: MANUFACTURER'S STANDARD CASING CONSTRUCTION, HAVING CORROSION MEASURES, AND EQUIPMENT ACTUALLY PROVIDED TO INSURE THAT THE DESIGN MADE BY USE OF CORE BORING OPERATION WITH 5-IN. MAXIMUM HOLE SIZE JACKSONVILLE, FL 32256 r 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND RECEIVE ENGINEER'S PROTECTION COATING, AND EXTERIOR FINISH. CASINGS SHALL HAVE REMOVABLE GOALS ARE NOT EXCEEDED BY THE SYSTEM INSTALLED. UNLESS LARGER SIZE IS APPROVED BY STRUCTURAL ENGINEER. CUT NO PH: 904.483.5200 ` f w APPROVAL BEFORE INSTALLING MATERIALS OR EQUIPMENT. ANY EQUIPMENT OR PANELS OR ACCESS DOORS FOR INSPECTION AND ACCESS TO INTERNAL PARTS, B. PRESSURE DROP ACROSS ANY AIR DISTRIBUTION DEVICE SHALL NOT EXCEED 0.10 OPENINGS IN PRESTRESSED OR PRECAST MEMBERS WITHOUT APPROVAL OF f MATERIALS INSTALLED PRIOR TO RECEIPT OF APPROVED SHOP DRAWINGS FROM A MINIMUM OF 1/2" THICK THERMAL INSULATION, KNOCKOUTS FOR ELECTRICAL IN W.G. STATIC PRESSURE UNLESS OTHERWISE INDICATED. STRUCTURAL ENGINEER. ELECTRICAL = ENGINEER SHALL BE SUBJECT TO REMOVAL AND/ OR ALTERATION AT THE AND PIPING CONNECTIONS AND AN EXTERIOR CONDENSATE DRAIN CONNECTION C. GUARANTY: AIR DISTRIBUTION EQUIPMENT SHALL BE GUARANTEED BY THE B. SLEEVES: Q DISCRETION OF THE MECHANICAL ENGINEER AT NO ADDITIONAL COST. AND LIFTING LUGS. MANUFACTURER TO OPERATE WITHOUT EXCESSIVE NOISE AND WITH VELOCITIES IN MCVEIGH & MANGUM 6. APPROVAL OF ANY SUBMITTED DATA OR SHOP DRAWINGS FOR MATERIALS, 1. WALLS AND PARTITIONS: U F. EVAPORATOR FANS: FORWARD-CURVED, CENTRIFUGAL, BELT-DRIVEN FANS WITH THE FIVE FOOT OCCUPANCY ZONE, WHEN HANDLING AIR WITH TEMPERATURE A. PIPE SLEEVES 8-INCH DIAMETER AND SMALLER (ABOVE GRADE): ENGINEERING, INC. EQUIPMENT, APPARATUS DEVICES, ARRANGEMENTS AND/OR LAYOUTS WILL NOT ADJUSTABLE SHEAVES OR DIRECT-DRIVEN FANS; AND PERMANENTLY LUBRICATED DIFFERENTIALS AS HIGH AS 25 DEGREES, NOT TO EXCEED 30 FPM AT A 2 DEGREE SLEEVES SHALL BE MILD STEEL PIPE OR PLASTIC SLEEVES BUILT INTO 9133 RG SKINNER PARKWAY o RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF FURNISHING SAME OF MOTOR BEARINGS. DIFFERENCE, 50 FPM AT 1-1/2 DEGREE DIFFERENCE, OR 75 FPM AT A 1 DEGREE WALL, PARTITION OR BEAM, SIZED TO PASS PIPE AND COVERING, JACKSONVILLE, FL 32256 Y PROPER DIMENSIONS, CAPACITIES, SIZES, QUANTITIES AND INSTALLATION DETAILS G. CONDENSER FANS: PROPELLER-TYPE, DIRECT-DRIVEN FANS WITH PERMANENTLY DIFFERENCE WHEN OPERATING WITH AN AVERAGE 75 DEGREE ROOM TEMPERATURE 0 TO EFFICIENTLY PERFORM REQUIREMENTS AND INTENT OF CONTRACT. SUCH LUBRICATED BEARINGS. AND MEASURED NO CLOSER THAN 6 INCHES FROM A WALL SURFACE. LEAVING A CLEAR SPACE OF 1/4-INCH MINIMUM BETWEEN COVERING PH: 904.483.5200 y R c APPROVAL SHALL NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS H. COILS: ALUMINUM PLATE FIN AND SEAMLESS COPPER TUBE TYPE. FINS SHALL 4. MANUFACTURER: TITUS, METAL*AIRE, CARNES, KRUEGER, ANEMOSTAT OR TUTTLE & AND SLEEVE. PENETRATIONS OF FIRE RATED BARRIERS SHALL HAVE U_ OF ANY SORT. HAVE COLLARS DRAWN, BELLED AND FIRMLY BONDED TO THE TUBES BY MEANS BAILEY. MANUFACTURERS MODEL NUMBERS INDICATED ARE EXAMPLES OF PRODUCTS MILD STEEL SLEEVES. LANDSCAPE ARCHITECT i 0 C. ANY ELECTRICAL DEVIATIONS BETWEEN THE CONTRACT DOCUMENTS AND THE OF MECHANICAL EXPANSION OF THE TUBES. NO SOLDERING OR TINNING SHALL TO BE PROVIDED. B. PIPE SLEEVES INSTALLED IN EXTERIOR WALLS BELOW GRADE: SCHEDULE Z FURNISHED EQUIPMENT MUST BE SEPARATELY ACKNOWLEDGED BY A SUBSTITUTION BE USED IN THE BONDING PROCESS. COILS SHALL HAVE A GALVANIZED STEEL 5. MANUFACTURERS MUST BE MEMBERS OF THE AIR DISTRIBUTION COUNCIL UNLESS w 40 STEEL HOT DIPPED GALVANIZED AFTER FABRICATION OR CAST IRON EUTHENICS STUDIO Z REQUEST AND ADDITIONALLY NOTED ON THE SUBMITTAL. CASING. COILS SHALL BE MOUNTED IN THE COIL CASING WITH SAME END OTHERWISE INDICATED. SLEEVE WITH 1/4-INCH X 3-INCH CENTER FLANGE WATER STOP 1650 BEACH AVENUE D. PROVIDE MECHANICAL SHOP DRAWINGS FOR: AIR HANDLING UNITS, CONDENSING UNITS, CONNECTIONS ACCESSIBLE FOR SERVICE. COILS SHALL BE REMOVABLE FROM 6. ALL AIR DISTRIBUTION DEVICES SHALL BE CONSTRUCTED OF EXTRUDED ALUMINUM AROUND THE OUTSIDE. ( ) ATLANTIC BEACH, FL 32233 VENTILATORS, AIR INLETS AND OUTLETS, DUCT ACCESSORIES, DUCT INSULATION, PIPE THE UNIT THROUGH THE ROOF OR THROUGH THE PIPING ENCLOSURE. COIL UNLESS OTHERWISE INDICATED. r w INSULATION,.TEMPERATURE CONTROLS, DUCT MATERIALS, REFRIGERAN PIPING, SECTION SHALL BE COMPLETELY INSULATED. COILS SHALL BE CONTINUOUS TUBE 7. WHERE CONTINUOUS LINEAR SUPPLY AND RETURN DEVICES ARE SHOWN AS ABUTTING 2. PIPE SLEEVES IN FLOORS (ABOVE GRADE): SLEEVES SHALL BE 14 GAUGE PH: 904.246.6219 1 CONDENSATE PIPING. TYPE, AND PROOF (300 PSIG) AND LEAK (200 PSIG) TESTED WITH AIR PRESSURE ONE ANOTHER IN A SINGLE DIRECTION, THEN THE TOTAL UNBROKEN VISIBLE LENGTH OF GALVANIZED SHEET STEEL OR PLASTIC, SET BEFORE FLOOR IS POURED, 1.06 CONNECTING TO WORK OF OTHERS UNDER WATER. THE LINEAR SUPPLY/RETURN DEVICE SHALL EQUAL THE SUM OF THE NOMINAL LENGTHS SIZED TO PASS PIPE AND COVERING, LEAVING A CLEAR SPACE OF t A. BEFORE STARTING HIS WORK, AND FROM TIME TO TIME AS WORK PROGRESSES, I. REFRIGERANT COOLING COILS: HAVE AN EQUALIZING TYPE VERTICAL DISTRIBUTOR OF THE ABUTTING DEVICES. 1/4-INCH BETWEEN COVERING AND SLEEVE, AND SHALL EXTEND 1/2-INCH REVISION DATE MECHANICAL CONTRACTOR SHALL EXAMINE WORK AND MATERIALS INSTALLED BY TO ENSURE EACH COIL CIRCUIT RECEIVES THE SAME AMOUNT OF REFRIGERANT. 8. EACH AIR DISTRIBUTION DEVICE WHICH HAS A PORTION THEREOF (FRAME, CORE, ETC.) ABOVE FINISHED FLOOR. tF r o OTHERS INSOFAR AS THEY APPLY TO HIS WORK AND SHALL NOTIFY ENGINEER COILS SHALL BE PROOF (450 PSIG) AND LEAK (300 PSIG) TESTED WITH AIR EXPOSED TO VIEW IN THE FINISHED AREA SHALL HAVE A FACTORY APPLIED FINISH PERMIT SET 12/13/13 _o PRESSURE UNDER WATER, THEN CLEANED, DEHYDRATED, AND SEALED WITH A WHICH MATCHES AND IS COMPATIBLE WITH THE COLOR OF THE SURROUNDING SURFACE 3. DUCT SLEEVES: SLEEVES OR OPENINGS SIZED TO PASS MECHANICAL DUCTS IMMEDIATELY IN WRITING IF CONDITIONS EXIST WHICH WILL. HOLDING CHARGE OF NITROGEN. IN WHICH THE DEVICE IS INSTALLED. COLORS MUST BE APPROVED BY ARCHITECT AND COVERING SHALL BE OF FRAMED CONSTRUCTION IN ROOF, WALL, OR I , r B. SHOULD CONTRACTOR START HIS WORK WITHOUT SUCH NOTIFICATION, IT SHALL BE PRIOR TO DEVICE FABRICATION. U) J. COMPRESSORS: SERVICEABLE SEMI-HERMETIC OR FULLY HERMETIC COMPRESSORS PARTITIONS. z CONSTRUED AS AN ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO ' ` Q SUITABILITY OR WORK OF OTHERS TO RECEIVE HIS WORK. HE SHALL REMOVE AND COMPLETE WITH INTEGRAL VIBRATION ISOLATORS AND CRANKCASE HEATERS. 9. ALL DAMPERS, BLANK-OFF BAFFLES AND OTHER COMPANION DEVICES WHICH FORM AN C. SEALING OF SLEEVES: REPLACE, AT HIS OWN EXPENSE, ALL WORK UNDER THIS CONTRACT WHICH MAY K. SAFETY CONTROLS: MANUAL RESET TYPE FOR: INTEGRAL PART OF AN AIR DISTRIBUTION DEVICE SHALL BE FACTORY MADE ITEMS 1. SLEEVES BELOW GRADE: CAULK ANNULAR SPACE BETWEEN PIPE AND F.' .. HAVE TO BE REMOVED ON ACCOUNT OF SUCH DEFECTS. 1. LOW PRESSURE CUTOUT; PRODUCED BY THE MANUFACTURER OF THE AIR DISTRIBUTION DEVICE. SLEEVE USING OAKUM AND POURED LEAD BOTH SIDES MINIMUM ONE INCH Z 2. HIGH PRESSURE CUTOUT t a 3. COMPRESSOR MOTOR OVERLOAD PROTECTION. DEEP TO MAKE WALL PENETRATION WATER TIGHT. r 1.07 CONTRACT DRAWINGS 2. SLEEVES ABOVE GRADE: OPENINGS AROUND PIPES DUCT ETC. PASSING m L. ELECTRIC HEAT SECTIONS: ELECTRIC HEAT COILS, OF MANUFACTURER'S STANDARD PART 3 - EXECUTION ' A. IT IS THE INTENT OF DRAWINGS AND SPECIFICATIONS TO OBTAIN A COMPLETE AND FULLY CONSTRUCTION, FACTORY-WIRED FOR SINGLE POINT WIRING CONNECTION, COMPLETE WITH THROUGH SLEEVES SHALL BE MADE DRAFT FREE AND VERMIN-PROOF BY I o OPERATIONAL, AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS BEEN MADE TO OVER-CURRENT AND OVER-HEAT PROTECTION DEVICES. 3.01 FIBROUS GLASS DUCT SYSTEM PACKING SOLIDLY WITH MINERAL WOOL OR FIBERGLASS. I SEPARATE AND COMPLETELY DEFINE WORK UNDER THIS CONTRACT. HOWEVER, SUCH A. APPLICATION: PROVIDE ALL SUPPLY AND RETURN DUCTWORK AND PLENUM BOXES. M. SPACE TEMPERATURE CONTROLS: THE INDOOR THERMOSTAT SHALL BE A FULLY- 3. SEALING OF SLEEVES THROUGH FIRE RATED BARRIERS: OPENINGS AROUND o SEPARATE DIVISIONAL DRAWINGS AND SPECIFICATIONS SHALL NOT RELIEVE CONTRACTOR PROGRAMMABLE 7-DAY 4-EVENT PER DAY. PIPES, ETC., THROUGH FIRE RATED BARRIERS SHALL BE SEALED USING AN w ' B. CLEANING: REMOVE DUST AND DEBRIS FROM INSIDE DUCTS AND FITTINGS. CLEAN FINISHES FROM FULL RESPONSIBILITY OF COMPLIANCE WITH WORK OF HIS TRADE WHICH MAY BE N. ACCESSORIES: a } TO REMOVE DUST AND DIRT. },lll I i : Q INDICATED ON ANY DRAWING OR IN ANY SECTION OF THE SPECIFICATIONS. 1. SINGLE POINT ENTRY U.L. APPROVED METHOD RATED AT LEAST EQUAL TO THE WALL BEING B. CONTRACTOR SHALL CAREFULLY EXAMINE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, 2. POWERED CONVIENCE OUTLET z 3.02 METAL DUCTWORK PENETRATED. AND MECHANICAL DRAWINGS PRIOR TO SUBMITTING BID. CONTRACTOR WILL BE 3. FACTORY DISCONNECT A. APPLICATION: SELECT METAL DUCT FOR EXHAUST AND OUTSIDE AIR DUCTWORK. w REQUIRED TO FURNISH, INSTALL AND CONNECT WITH APPROPRIATE SERVICES ALL ITEMS 3.05 REMOVAL OF RUBBISH B. SEAM AND JOINT SEALING: SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS. SHOWN ON ANY DRAWINGS WITHOUT ADDITIONAL EXPENSE TO OWNER. ARCHITECT SHALL 2.03 LIGHT DUTY CEILING EXHAUST FANS CONTRACTOR SHALL AT ALL TIMES KEEP PREMISES FREE FROM ACCUMULATIONS OF WASTE Z BE NOTIFIED PRIOR TO BID DATE OF ANY DISCREPANCIES, OMISSIONS, CONFLICTS OR A. PROVIDE FANS OF THE SIZE, CAPACITY, AND ELECTRICAL CHARACTERISTICS INDICATED ON 3.03 AIR DISTRIBTION SYSTEMS MATERIAL OR RUBBISH GENERATED BY WORK UNDER THIS CONTRACT. ENGINEER'S SEAL THE DRAWINGS. FANS SHALL BE AMCA CERTIFIED AS TO BOTH SOUND AND PERFORMANCE INTERFERENCES WHICH OCCUR BETWEEN DRAWINGS OR BETWEEN DRAWINGS AND A. GENERAL: CONSTRUCT ALL DUCTWORK AND ACCESSORIES IN ACCORDANCE WITH LATEST ` s RATINGS. 3.06 EXCAVATION BACKFILLING AND COMPACTION I SPECIFICATIONS. IF SUCH NOTIFICATION IS RECEIVED IN ADEQUATE TIME, ADDITIONAL EDITIONS OF APPLICABLE SMACNA MANUALS. STREAMLINE ALL DUCTWORK TO THE FULL ' o B. MANUFACTURER: PRODUCTS OF LOREN COOK, ACME, GREENHECK, OR PENN MAY BE ALL EXCAVATION, BACKFILLING, COMPACTION, TESTING, ETC. REQUIRED FOR THE INSTALLATION OF DATA OR CHANGES WILL BE ISSUED BY ADDENDUM TO ALL BIDDERS. SUBMITTAL OF BID SUBMITTED FOR REVIEW. EXTENT PRACTICAL AND EQUIP WITH PROPER AND ADEQUATE DEVICES TO ASSURE PROPER UNDERGROUND PIPING IN THIS DIVISION OF THE SPECIFICATIONS SHALL BE DONE BY THE w BY CONTRACTOR SHALL INDICATE THE CONTRACTOR'S ACKNOWLEDGEMENT AND BALANCE AND QUIET DRAFTLESS DISTRIBUTION OF INDICATED AIR QUANTITIES. PROTECT ALL MECHANICAL CONTRACTOR. THIS WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ACCEPTANCE TO PROVIDE ALL NECESSARY EQUIPMENT, MATERIALS AND LABOR TO MEET 2.04 AIR DISTRIBUTION SYSTEMS DUCTWORK AND SYSTEM ACCESSORIES FROM DAMAGE DURING CONSTRUCTION UNTIL EXCAVATION AND BACKFILLING SECTION OF DIVISION 2. ARCHITECT'S FINAL ACCEPTANCE OF PROJECT. PRIOR TO DUCTWORK FABRICATION, VERIFY I � THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH ALL CODE A. LOW PRESSURE SHEET METAL DUCTWORK: LOW PRESSURE SHEET METAL DUCTWORK SHALL IF ALL DUCTWORK AS DIMENSIONED AND GENERALLY SHOWN WILL SATISFACTORILY FIT w REQUIREMENTS. BE CONSTRUCTED OF GALVANIZED SHEET STEEL. CONSTRUCTION OF JOINT CONNECTIONS, 3.07 CLEANING AND ADJUSTMENTS o C. ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER MECHANICAL DRAWINGS WITH CROSS-BREAKING, AND BRACING SHALL CONFORM TO THE LATEST EDITION OF THE SMACNA ALLOCATED SPACES. TAKE PRECAUTIONS TO AVOID SPACE INTERFERENCE WITH BEAMS, UPON COMPLETION OF WORK, CONTRACTOR SHALL CLEAN, OIL AND GREASE ALL FANS, t i REFERENCE TO BUILDING CONSTRUCTION. MECHANICAL DRAWINGS ARE DIAGRAMMATIC " " COLUMNS, JOISTS, PIPES, LIGHTS, CONDUIT, OTHER DUCTS, EQUIPMENT, ETC. NOTIFY MOTORS AND OTHER RUNNING EQUIPMENT AND APPARATUS WHICH HE INSTALLS AND LOW PRESSURE DUCT CONSTRUCTION STANDARDS". o BUT SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION OF BUILDING AND B. LOW PRESSURE GLASS FIBER DUCTWORK: ARCHITECT IF ANY SPATIAL CONFLICTS EXIST, AND THEN OBTAIN ARCHITECT'S APPROVAL OF MAKE CERTAIN ALL SUCH APPARATUS AND MECHANISMS ARE IN PROPER WORKING I !s Iy; Uj WORK OF OTHER TRADES WILL PERMIT. WHERE LOCATIONS OF EQUIPMENT, DEVICES OR 1. MATERIAL: ONE INCH THICK GLASS FIBER DUCTBOARD BELOW THE ATTIC INSULATION NECESSARY ROUTING. MAKE ANY SUCH NECESSARY REVISIONS WHICH ARE MINOR AT NO ORDER AND READY FOR TEST. REFER TO SECTION ENTITLED "SYSTEMS COMPLETION". I I g FIXTURES ARE CONTROLLED BY ARCHITECTURAL FEATURES, ESTABLISH SUCH LOCATIONS ADDITIONAL COST. CAREFULLY CORRELATE ALL DUCT CONNECTIONS TO AIR HANDLING UNITS G AND ONE AND ONE-HALF INCH THICK ABOVE THE ATTIC INSULATION. MEETING r BY REFERRING TO DIMENSIONS ON ARCHITECTURAL DRAWINGS AND NOT BY SCALING REQUIREMENTS OF NFPA-90A AND SHALL HAVE A FACTORY APPLIED UL 181, CLASS 1 AND FANS TO PROVIDE PROPER CONNECTIONS, ELBOWS AND BENDS WHICH MINIMIZE NOISE 3.08 AS-BUILT DRAWINGS g DRAWINGS. CHANGES FROM DRAWINGS NECESSARY TO MAKE WORK OF CONTRACTOR AND PRESSURE DROP. PROVIDE ALL CURVED ELBOWS WITH RADIUS RATIOS OF NOT LESS UPON COMPLETION OF INSTALLATION, THE CONTRACTOR SHALL FURNISH TO THE ARCHITECT A k AIR DUCT LISTING LABEL. BOARD SHALL BE FACED WITH ALUMINUM FOIL FABRICATED CONFORM WITH BUILDING AS CONSTRUCTED AND TO FIT WORK OF OTHER TRADES OR THAN 1.5 UNLESS OTHERWISE SHOWN OR APPROVED BY ARCHITECT. PROVIDE ALL MITERED SET OF DRAWINGS, MARKED TO SCALE, INDICATING THE SIZE AND LOCATION OF PIPING AND :. FROM OR LINED WITH NON-CORROSIVE, NON-HYGROSCOPIC, PERMANENTLY ODORLESS, RULES OF BODIES HAVING JURISDICTION SHALL BE MADE BY CONTRACTOR AT HIS OWN RESILIENT, LONG STABLE FABRIC GRADE GLASS FIBERS PREFORMED INTO SEMI-RIGID ELBOWS WITH TURNING VANES. COORDINATE ANY AND ALL DIMENSIONS AT INTERFACES OF DUCTS, AND NOTING ALL MAJOR CHANGES MADE DURING CONSTRUCTION. THE CONTRACTOR LU EXPENSE. SOME DRAWINGS MAY HAVE BEEN PREPARED FROM EXISTING DRAWINGS WITH OR RIGID BOARD. FLEXURAL RIGIDITY RATING PER ASTM TEST NUMBER D-1037 64, DISSIMILAR TYPE OF DUCTWORK AND AT INTERFACES OF DUCTWORK WITH EQUIPMENT SO SHALL OBTAIN THE DRAWINGS FROM THE ARCHITECT AND SHALL BEAR ALL COSTS IN OBTAINING ry m INTENT OF PROVIDING THE CONTRACTOR WITH INFORMATION CONCERNING THE EXISTING NON-EROSIVE WHEN CONVEYING AIR AT VELOCITIES EQUAL TO OR LESS THAN 2,000 THAT PROPER OVERLAPS, INTERFACES, ETC., OF INSULATION AND CONTINUITY OF VAPOR THE DRAWINGS AND PROVIDING THE AS DRAWINGS. THE CONTRACTOR SHALL DELIVER THE << CONDITIONS. DATA SHOWN HAS NOT BEEN COMPLETELY VERIFIED BY ARCHITECT/ FPM. APPROVED, FIRE RETARDANT, MOISTURE SEALING, FACTORY-APPLIED JACKET BARRIERS ARE MAINTAINED. IF NECESSARY, WHERE INTERFACING DIFFERENT TYPES OF DRAWINGS PLUS TWO SETS OF AS-BUILT DRAWINGS TO THE ARCHITECT. EACH SHEET IN EACH �' ENGINEER AND NO GUARANTEE OF ACCURACY OF THIS INFORMATION IS GIVEN OR MADE OF KRAFT PAPER AND 2 MIL MINIMUM THICKNESS ALUMINUM FOIL. MAXIMUM INSULATION PROVIDE TRANSITIONS SO THAT INTERNAL FREE AREA OF DUCT REMAINS SET SHALL BE SIGNED BY A PRINCIPAL REPRESENTATIVE OF THE CONTRACTOR, DATED AND INTENDED. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL EXISTING THERMAL CONDUCTIVITY OF 0.23 AT 75 DEGREES F MEAN TEMPERATURE. BACTERIA UNCHANGED. INSTALL HORIZONTAL RIGID DUCTWORK AS HIGH AS PRACTICAL ABOVE HAVE "AS-BUILT" STAMPED NEAR THE SIGNATURE. DRAWINGS SHALL GIVE ACCURATE CONDITIONS. DATA WHICH IS SHOWN BUT PROVES TO BE INCORRECT SHALL IN NO RESISTANCE MEETING ASTM G22 AND FUNGI RESISTANCE MEETING ASTM G21. SUSPENDED CEILINGS SO THAT MOVABLE LIGHT FIXTURES MAY BE RELOCATED WITHOUT DIMENSIONS MEASURED FROM COLUMNS, WALLS, BEAMS AND OTHER FIXED PARTS OF THE "` WAY RELIEVE THE CONTRACTOR FROM INSTALLING HIS WORK WITHIN THE INTENT OF 2. FABRICATION: DUCTWORK FABRICATION AND INSTALLATION SHALL_ BE IN INTERFERENCE TO MEET ANY FUTURE PARTITION RELOCATION REQUIREMENTS. BUILDING TO THE CONCEALED MATERIALS. THE CONTRACTOR SHALL MAINTAIN A SET OF CADD DWG. FILE NO. 1 o PLANS AND SPECIFICATIONS, NOR SHALL IT CONSTITUTE BASIS FOR A CHANGE ORDER ACCORDANCE WITH SMACNA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS AND B. HANGERS AND SUPPORTS: DRAWINGS AT THE SITE AND EACH DAY SHALL RECORD INSTALLATION OF PIPE, DUCTS, ETC. TO UNLESS, IN THE OPINION OF THE ARCHITECT/ENGINEER IT IS DETERMINED TO BE AN CURRENT MANUFACTURER'S LITERATURE ON APPROVED FABRICATION METHODS. 1. HANGERS: ENSURE ACCURATE "AS-BUILT" DRAWINGS. THE CONTRACTOR SHALL ALSO FURNISH A SET OF I w EXTRA COST OVER AND ABOVE THE BASIC INTENT OF THESE PLANS AND 3. CLOSURE SYSTEMS: CLOSURE SYSTEMS SHALL BE AS SPECIFIED BY MANUFACTURER A. SHEET METAL DUCT HANGERS: SUPPORT DUCTS FROM THE BUILDING DRAWINGS AND TWO SETS OF CONTRACTOR SIGNED AND DATED AS-BUILT DRAWINGS OF THE 4 SPECIFICATIONS. OF THE DUCTBOARD TO MAINTAIN THE UL CLASS L DUCT LABEL. PROVIDE STRUCTURE WITH GALVANIZED STEEL HANGERS TO EACH SIDE OF THE CONTROLS. SCALE 1.08 DAMAGE TO OTHER WORK CLOSURE OF ALL JOINTS USING��9/16-INCH (9/16") OUTWARD CLINCH STAPLES AND DUCT. HANGERS FOR DUCT TO 60-IN. SHALL BE 1" X 1/8" GALVANIZED 3.09 GUARANTEE AND SERVICE I APPROXIMATELY TWO INCHES (2 ) WIDE PRESSURE SENSITIVE TAPE. USE FACTORY STEEL BAND. SPACE HANGERS APPROXIMATELY 8- FT. (8) ALONG THE AS SHOWN i w A. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PROTECTIVE MEASURES WHEN LENGTH OF DUCT. HANGERS SHALL EXTEND DOWN THE SIDE OF DUCT A. IN ADDITION TO THE GUARANTEE OF EQUIPMENT BY THE MANUFACTURER OF EACH PIECE OF m WORKING OVERHEAD OR IN FINISHED AREAS. HE/SHE SHALL REPAIR, REPLACE OR MOLDED MALE-FEMALE JOINTS WHEREVER POSSIBLE. USE APPROPRIATE UL AND EQUIPMENT SPECIFIED HEREIN, THE MECHANICAL CONTRACTOR SHALL ALSO GUARANTEE / SMACNA APPROVED TAPES. MASTIC SHALL BE USED OVER THE CLOSURE TAPE. AND TURN UNDER. SHALL BE SECURED TO DUCT BY TWO OR MORE SUCH EQUIPMENT AND SHALL BE HELD RESPONSIBLE FOR A PERIOD OF ONE YEAR FROM DRAWN BY Q TOUCH-UP ALL FINISHED SURFACES WHICH MAY BE DAMAGED AS A RESULT OF HIS #14 SHEET METAL SCREWS. WHERE SPRAYED FIRE-PROOFING OCCURS OPERATIONS. INSTALL HANGERS BEFORE APPLICATION OF SUCH TREATMENT AND FINAL ACCEPTANCE FOR NECESSARY ADJUSTMENTS AND/OR REPLACEMENTS OF ALL 11VIK h Y C. INSULATED SHEET METAL DUCTWORK: DEFECTIVE EQUIPMENT, MATERIALS AND WORKMANSHIP WITHOUT EXPENSE TO THE OWNER. I 1. SHEET METAL MATERIALS SHALL BE GALVANIZED SHEET STELL, I_OCKFORMING WITHHOLD INSTALLATION OF DUCTS UNTIL AFTER APPLICATION. PROVIDE A LETTER TO THE OWNER STATING THE CONTRACTORS GUARANTEE AND DATES OF ' LEGAL DESCRIPTION I o 1.09 STORAGE AND WORK AREAS QUALITY, ASTM A 527, AND COATING DESIGNATION G 90. B. FIBERGLASS DUCT HANGERS: GUARANTEE COVERAGE. A. ALL EQUIPMENT AND MATERIALS SHALL BE PROTECTED FROM THE WEATHER, DAMAGE, 1. SUPPORT GLASS FIBER DUCT FROM THE BUILDING STRUCTURE WITH MOISTURE, DIRT, DEBRIS, ETC. USE OF CARDBOARD, VISQUEEN, OR OTHER SIMILAR 2. JOINT AN SEAM SEALANT SHALL BE ONE-PART, NONSAG, SOVENT-RELEASE L I = 3/4-IN. PERFORATED 24 GAUGE STEEL STRAPS OR #12 WIRE, SECURELY B. CLEANING OF PERMANENT TYPE FILTERS; LUBRICATION, AND CLEANING OF STRAINERS SHALL MATERIALS WHILE STORED OUTSIDE IS NOT ACCEPTABLE. DO NOT INSTALL DAMAGED CURING, POLYMERIZED BUTYL SEALANT COMPLYING WITH FS TT-S-001657, BE TO 30-DAYS AFTER THE FINAL ACCEPTANCE. ` EQUIPMENT. TYPE I; FORMULATED WITH A MINIMUM OF 75 PERCENT SOLIDS. ANCHORED TO STRUCTURE ABOVE AND TOA 2" X 1" X 1" 24 GAUGE ° STEEL ANGLE, OR EQUIVALENT, CROSS SUPPORT UNDER THE DUCT. SPACE C. THE CONTRACTOR SHALL PROVIDE FOR A REPRESENTATIVE OF HIS FIRM, THE CONTROL 3. DUCTS ATTACHMENTS SHALL BE SHEET METAL SCREWS BLIND RIVETS OR SELF ` I 1.10 APPROVAL OF MATERIAL TAPPING METAL SCREWS; COMPATIBLE WITH DUCT MATERIALS. HANGARS AT ALL TURNS AND TRANSITIONS, AT NOT MORE THAN EIGHT FOOT SYSTEM CONTRACTOR, AND THE OWNER'S REPRESENTATIVE TO RETURN TO THE JOB AT a A. EQUIPMENT OTHER THAN SPECIFIED IN THE CONTRACT DOCUMENTS REQUIRES APPROVAL 4. DUCT FABRICATION: CONSTRUCT IN ACCORDANCE WITH SMACNA REQUIREMENTS. (8') CENTERS ON STRAIGHT RUNS, AND ELSEWHERE AS NECESSARY TO THE CHANGE OF SEASONS, (SUMMER TO WINTER OR WINTER TO SUMMER) FOR THE FIRST o YEAR ONLY, TO ADJUST THE AIR CONDITIONING SYSTEMS AND RECHECK OR RECALIBRATE FROM ENGINEER 10 DAYS PRIOR TO BID DATE. MAINTAIN TRUE ALIGNMENT. z B. WRITTEN REQUEST FOR PRIOR APPROVAL MUST BE RECEIVED IN ENGINEER'S OFFICE BY D. LOW PRESSURE FLEXIBLE DUCTS FLEXIBLE DUCT SHALL CONSIST OF A ZINC COATED SPRING 2. SUPPORTS: VERTICAL RISERS AND OTHER DUCT RUNS WHERE THE METHOD CONTROLS AS MAY BE REQUIRED OF THE SEASON CHANGE FROM COOLING TO HEATING PROJECT PHASE OR VICE VERSA. I, � CLOSE OF BUSINESS NO LATER THAN 10 DAYS PRIOR TO SCHEDULED BID DATE. REQUEST STEEL HELIX PERMANENTLY BONDED TO A FULL INTERIOR LINER TO FORM THE DUCT CORE OF SUPPORT SPECIFIED ABOVE IS NOT APPLICABLE SHALL BE SUPPORTED PERMIT SET SHALL CONTAIN DETAILED INFORMATION ON THE PROPOSED ITEM. THIS SHALL INCLUDE: WITH POSITIVE INTERIOR AIR SEAL. CORE SHALL BE COVERED WITH FACTORY APPLIED ONE BY SUBSTANTIAL ANGLE BRACKETS DESIGNED TO MEET FIELD CONDITIONS w w 3.10 ACCEPTANCE �. 1. CATALOG CUTS SHEETS INCH, ONE POUND PER CUBIC FOOT FIBERGLASS INSULATION OF 0.25 THERMAL AND INSTALLED TO ALLOW FOR DUCT EXPANSION. PROJECT NUMBER LLI 2. DETAILED SPECIFICATIONS CONDUCTANCE SHEATHED IN A SEAMLESS EXTERIOR CLASS 1 VAPOR BARRIER JACKET WITH 3. FASTENERS: SECURE HANGERS TO STEEL BEAMS OR METAL DECK WITH A. AS A PREREQUISITE TO REQUESTING FINAL INSPECTION, CONTRACTOR SHALL: 3. DESCRIPTION OF DEVIATION FROM SPECIFIED ITEM. A VAPOR CUFF ON BOTH ENDS. DUCT SHALL BE MADE FOR USE WITH QUADRANT BEAM CLAMPS OR DROP THROUGH CONNECTIONS FROM THE METAL OR 1. TEST, ADJUST, AND BALANCE EACH SYSTEM TO ASSURE DESIGN 18-11- 1 C. AN ADDENDA SHALL BE ISSUED LISTING ALL PROSPECTIVE CONTRACTORS LISTING ALL DAMPERED TWIST IN TYPE FITTINGS WITH EXTRACTOR SCOOPS SUITABLE FOR SHEET METAL CONCRETE DECK. PERFORMANCE. SUBMIT ARCHITECT AND ENGINEER WITH TEST RESULTS. PRIOR APPROVED MANUFACTURERS AND PRODUCTS. OR FIBROUS GLASS DUCTWORK. DUCT SHALL BE NFPA 90A, CLASS 1 (UL-181). PROVIDE C. FLEXIBLE DUCT: INSTALL ALL FLEXIBLE ROUND DUCT WITHOUT KINKS OR SIMILAR 2. FURNISH LETTER FROM AUTHORIZED REPRESENTATIVE OF CONTROL CO � IN FACTORY FINISHED LENGTHS NOT IN EXCESS OF LENGTHS REQUIRED TO MAKE SUITABLE OBSTRUCTIONS SO THAT PRESSURE DROP IS MINIMIZED. CUT AND REMOVE MANUFACTURER THAT ALL CONTROLS HAVE BEEN CHECKED FOR , ,__, .r'�,e_.� \-j c�, ' ' J CONNECTIONS WITH MINIMUM PRESSURE DROP. ACCEPTABLE: GENFLE:X TYPE SLR WITH EXCESS LENGTHS AS NECESSARY. ` t � Q OPERATION AND CALIBRATION AND THAT ALL SYSTEMS ARE OPERATING AS Q, STAINLESS STEEL HOSE COUPLINGS AND WITH FACTORY INSTALLED CROWN 3200-DS SPIN IN D. CHANGE IN SHAPE OR DIMENSION: WHERE DUCT SIZE OR SHAPE IS INTENDED. DSC 1 2D 13 "' D FITTING (FOR GLASS FIBER DUCTWORK), EACH TYPE WITH INTEGRAL VOLUME DAMPER AT CHANGED TO EFFECT A CHANGE IN AREA, THE FOLLOWING SHALL APPLY: = - NEW CONSTRUCTION B. ACCEPTANCE WILL BE MADE BY THE ARCHITECT-ENGINEER OR HIS CONNECTION TO RECTANGULAR MAIN DUCT BRANCH OR EQUIVALENT PRODUCTS OF ATCO. 1. WHERE THE AREA AT THE END OF THE TRANSFORMATION RESULTS REPRESENTATIVE ON THE BASIS OF TESTS AND INSPECTION OF THE JOB. (_ Z U IN AN NCREASE IN AREA OVER THAT AT THE BEGINNING, THE }, L E. WELDED STEEL DUCT: KITCHEN HOOD EXHAUST DUCT FABRICATION AND INSTALLATION MUST SLOPE OF THE TRANSFORMATION SHALL NOT EXCEED ONE INCH IN CONTRACTOR SHALL FURNISH THE NECESSARY MECHANICS TO OPERATE SYSTEMS, CONFORM TO THE REQUIREMENTS OF NFPA-96 AND FLORIDA MECHANICAL CODE. STEEL SEVEN INCHES. MAKE ANY NECESSARY ADJUSTMENTS AND ASSIST WITH THE FINAL INSPECTION. ATLANTIC BEACH, FLORIDA DUCT SHALL BE WELDED LIQUID TIGHT. 2. WHERE THE AREA AT THE END OF THE TRANSFORMATION RESULTS i F. DUCT SYSTEM ACCESSORIES: IN A DECREASE IN AREA FROM THAT AT THE BEGINNING, THE w SLOPE OF THE TRANSFORMATION MAY BE ONE INCH IN FOUR ATLANTIC /� c 1. GENERAL: PROVIDE ALL NECESSARY DUCT SYSTEM ACCESSORIES TO ASSURE PROPER ATLANTIC BEACH U) o BALANCE, QUIET AND DRAFTLESS DISTRIBUTION AND CONVEYANCE, AND MINIMIZATION INCHES, BUT ONE INCH IN SEVEN INCHES IS PREFERABLE, SPACE v Z OF TURBULENCE, NOISE AND PRESSURE DROP FOR ALL SUPPLY, RETURN, EXHAUST PERMITTING. o o AND VENTILATION AIR QUANTITIES INDICATED. ACCESSORIES SHALL BE RECOMMENDED 3. THE ANGLE OF TRANSFORMATION AT CONNECTIONS TO HEATING COUNTRY CLUB BY THEIR MANUFACTURER FOR EACH SPECIFIC APPLICATION. COILS OR OTHER EQUIPMENT SHALL NOT EXCEED THIRTY DEGREES f j Q) U FROM A LINE PARALLEL TO THE AIR FLOW ON THE ENTERING SIDE ! { OF THE EQUIPMENT, NOR FIFTEEN DEGREES ON THE LEAVING SIDE. MCVEIGH MANGUM 0 o THE ANGLE OF APPROACH MAY BE INCREASED TO SUIT LIMITED & h o SPACE CONDITIONS WHEN THE TRANSFORMATION IS PROVIDED ENGINEERING - INC MECHANICAL WITH VANES APPROVED BY THE ARCHITECT. SPECIFICATIONS �I� ( F I (�A TI N I S r7 9133 R.G. Skinner Parkway S f C I V h 4. ALL CHANGES IN SHAPE OR DIMENSION MUST BE APPROVED BY Jacksonville, Florida 32256 y M rK ENGINEER BEFORE INSTALLATION OF DUCT. Ph: (904)483-5200 Fax: (904)636-6770 z > CA 6330 email:mail@McVeighMangum.com m p Eng.of Record: F.Yarizadeh License No.: 40287 2 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other MO . 3 N _elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. ddb � i A. r Y` i, y viii p PF , �' �� t DO NOT MEASURE DRAWINGS I ! I F r l NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES 1­11PRIOR TO CONSTRUCTION. SEE GENERAL NOTES I I � zag 11� 115at1 �, i 4 ,)Il e ", I { 6 I * u p17 r , �: �-11 P i 1� ( \ / l ! I I \ ', '% �i 1' 2 I F \ i � ' _l; I I' v I I V' = '_ MECHANICAL KEYED PLAN NOTES: 11 I! I I I tt _ 11 I I 9 iX_- l rK ,' I , DUCT SIZE PER PLANS. j r�-=-�- j --- I t -,,--- I It I 1I I I _ _ zI I ! _ __ LO i O2 DUCT TO BE PITCHED BACK TO HOOD TO PREVENT Iit I I I1 I I =- N o ._ )) 1 — f I 1 1 GREASE BILUD-UP IN DUCT WORK. I I ' \ i f :_. =_- ��) co M 119 I I \ II _- _ -m L o p ij i 2 2 I{I I \ -- -I � I _____ : 00 a 1r C £ � \ ,\ I �= Oj N u O� a MECHANICAL KEYED PLAN NOTES: I' �� v ----�--� I I = ai<,; t s�` I ,. � KITCHEN HOOD III v I I 111 c 't S o I 1, +. M J O 22"x22" OUTSIDE AIR DUCT TO GRAVITY VENTILATOR I I '`1, I \ I If�` `"- °' o GV-1 ON ROOF. Z III v I I �' LL I I U I I I rTl . I I I--1 V��y���, w x O2 NC MOTORIZED DAMPER INTERLOCKED WITH II 1 ` 11 I I I I1�7, a ; ' cn li t CONDENSING UNIT TO OPEN WHEN UNIT IS li I II I I ,. I oN ENERGIZED, DAMPER TO FAIL CLOSED. I I' 1 I I ;l(,� 0 LO LO I I f ��) [--� °� li �v I I I � 't d- I' I \ \ II I I � � °eco � til I l I �I `�, I 3 8 DIA EXHAUST DUCT TRANSITIONED TO 14 x5Yz 1 v I I I °' N � N a; °' 3 KITCHEN EXH U AST HOOD DETAIL AND ROUTE INSIDE WALL. EXHAUST GRILLE MOUNTED Ij --- 1114 ��� -® - --_- -�- J v o v� � \ L M ON WALL JUST BELOW CEILING. " =� _` ` - �4 r -__ - ��--_ r - �I- W30x 5 `t -___ I" rn I ,y ,� M1.1 SCALE: 1/4" = 1'-0" I f1 I \ " 11 i1 I I 1 1 I Y rn 0 O4 4 DIA EXHAUST DUCT TRANSITIONED TO 10 x3Y2 It I II I \ I► II0 I I '1 I I 0- `-° ' i ' i AND ROUTE INSIDE WALL. EXHAUST GRILLE MOUNTED II I 0 i \ \'\\ I II I 1 I I � 6 ` , 4t, ' ON WALL JUST BELOW CEILING. I --- _ _ �! \\.,�\\ \a II I I I- ® � I i � 0 III I r kn _- _-- F- a) I- I # . O5 6"DIA EXHAUST DUCT TRANSITIONED TO 10"x3Y2" III jl � " "' \\ --1... 'J� , - _ _ S C N v 1 AND ROUTE INSIDE WALL. EXHAUST GRILLE MOUNTED II I \ \ „� _, \ \ _ r I ON WALL JUST BELOW CEILING. II I \ \ \ \ \-.. SR,,..\.. \ \ \ ..,\ ., I � N +., r, it I `' v ` \ \ \ \\''"� v \ 1. V `,ATTIC ',,\ $D .v \ V .SD .,^, V `\`.... '", A\V \\ + CV » » I v A \ V A \ \ "001 ` \ 0 \ \ \ \ \ \ \ V v \ \ \ \ v \ - , 1' �I �6 16 x16 EXHAUST AIR DUCT TO GRAVITY Il I , v �v y vvvv . v v y v sD vayv,wvvv yv�vvvva v v v v �i ;i VENTILATOR GV-3 O I . v ` v v v v v y �., v v v v �v� "� v N ROOF. �� 11 I 1 ; 1 II \ \ �y ,.. \ l`, �; ``V \ ,.\` a 9 ( 1- �/Y -r l I v y v , P4 I' f! it - -,.. "`� i y y V v. L y v 't y y y y v v y �! II ;%% 1/ �-.- - 7 TERMINATE DUCT DISCHARGE ON THE SLOPED ROOF 11 I v11 v �' �' vy 16x16. % v ' y y`'``,.'y y '� ``y y v v v �, v -- -- — I �-, > a:,. .l � -`i� it WITH A ROOF JACK. , y �'' ,, ii i1 vy y , ., , .., -t: ., a ,I 0 j ;`r it �,, \ `, A \ \ \ \ \ \ \ \ ,-, \ \ \ \ \ ;. -- 1 ;. , I h rl Il f j I V °, `V ,,, Avy ,v AV A\ °% \ \`,\\ \ \ �\ \ \ \ \ \ 'v v ,._ I �.t i 1 % ,, v yv v v v vJ �) '.rt . 1 ' ,a , i i I i 1` .g ; Ir,l 1f �rX `V A \ \ `4 A \ y A V ', \ j i II , l l.11 i o IE I \\ �. \ \ \ \ \ i \ \ \ „t . 11l /I ! r r „, `) .p" r _._.,....__.._.W.._ ._..>._.____._—� n I , f If Il� i rl 1 1 / / �\� Y II ®®�............,: ————— H 4 ' it -I a _ I L7 I +, ; I I _1 ;18011CFa f;2 t/ �% r -Ir -a r� -t r� I I 80 VM - Y - r. . .,k SD rt K12x12 i K12x12 .L __� - !_ ,,,, ,,J " i \ I d i - F 3 4 / I... I i I ` ' 250 CFM 250 CFM t ;` i f //f�/�/ %J /� �% Ij I I I I I + i 100 %�' �/� i II j I I I I c I ,> T "' I seL�i M LJ _ ( I i RO SFtOP - �, Q' -VERE �/ II L_ J L_—_ ____ ---- -®---�.�—® _J i� E ea' I 122 6i� // l `PATIQ� J .._'_ __ —_. ------. CON SULTANTS K12x12 1 100 K12x12 ` q ,' - - r_- -71 - » , r07 s r = :; 250 CFM 250 CFM 11 - 4 I o 111 ' - 4'{ �/ %� I j I I STRU CTU RAL 11 K (fl - __. / " �\ II I I i I _ '_350-__CFM �// I/ �. � II _ __ _____ _- _ __ I II i I MCVEIGH & MANGUM I -- L18x.1.4_.-._. --- _ ---, i D0 .:__ 470 CFM i 0 0 j ' �'f �- \ �' r_ -- -®__--1r-®_®® 11 I I ENGINEERING, INC. i1. -I i L1 x141 ! � H. "4" %_2 �f%�y , , ' -----� ------ i--------I —_----- 9133 RG SKINNER PARKWAY ,A } I 470 CF 00 00 1 aa`0 , �%_ JACKSONVILLE, FL 32256 ; I i �/ H. 904.483.5200 1I I .. I i � 8 , _ I /�- __ I ; I 350 CFM; %' 3504FM P L',i,r�h I EN'S .. ..._. _ » -� MP&FP tol�+ p -- I NTRY ' H 3- 2 MECHANICAL M PLAN M7 ,', ,1g;, 9C14 -1 :t_ !a i' 125 1x14 TEc IcdL i i �0 /-' \� 2 MCVEIGH & MANGUM @ ;.,: ! w { t f- 11: CLOSET ` �; - CFM, u , „ M1.1 ENGINEERING INC. If 9 K10x6 - 00 GRILL I '.�� %' �� SCALE: 1/8 = 1 -0 i ,1 I' 4 11 1 , , ,,': �; K 6 00 125 CFM `- » _ , . 121 8 co :'�A �,J "' w 5 FM I I 11 4 i ' �_ y Y ! , i » ) _ _ ` — t`__---'-�- I^ I , I l _ PRO SHOP i 0-CF 32256 '121, I i` I! t '; - 50 CFM 0 CFM 904.483.5200 GOLF OFFICE F 123 I - 1 3 V� �� PORCH i PH' t i W xl 008 K1 :X AL iii€ MER aLu]vi L,i s � i 50 FM ,2s ST M7 . , H 3Z4" - f v I �L1 Ox6 _ - 00 I , PA No t - ELECTRICAL f 125 GFM i 11» 4� N I - oos _ MCVEIGH MANGUM ,a , - a a -_ K1 6 - N I i __ . - ---- - t r ,, z x 1 — I - - ' I 1 4i 1 r'- I GP Y _... _ �� � ____._ ENGINEERIN INC .4{"3 „'r 1 Vii, . p i 7 2 3 4 i d 7 �' \ 1; f , �` r _ `- 9133 RG SKINNER ARKWA _ , � --17 40 j 7 1 Y� I i i_, ";,I 0 J. - _ -� II - - -T.- I: / I \ ACF-2 648x24 I ,' AHU-2B JACKSONVILLE, FL 32256 I , z \ — Ir 1� i /T _.__... __. __. _!_ _..._...- . - .. _ : ,,, O HANDICAP 0 CF _ PH: 904.483.5200 x:.!-11 3 w , -- M AHU 5 �( I .a,... 6 s __ _...._.._... ......._.. g _ RESTROOM E 3 8 qY — i l ` III , v I » :1 >i 5 C 1» 4' i t,tA o I . 1 I I a. _. I ,. I ' , i �, ., :,-.:+ .. .,. ,_. - 1 47 I .rt_..._._,.4 -__�- /l... F.�. �...�/.rr//. _ili.. r./.n rifr hr/.,�.r/i /Jin //J// /L/.ls, r`/./....,,,/..,,.s,.i r/.!//i//.,./i/L/n.r//..///I//J// .n./L,...r2.///6l//L.La///,'�./�//s../Lf G -;.r l !, - O K10x6 80o MEN'S M30x18 i 1, -� - - — -- - --- -- - — - --- - - - - - --- --- ----- ---- -- 1, T' C —� 130 CFM X LOCKERS 1650 CFM 30 CFM 133Q-CF, 430 C M i LANDSCAPE ARCHITECT 11, 11 FOOD & BEVERAGE Z ME HANICAL MEZZANINE 127 DINING WINDOW OP M30xT8 cu 1 ,, --- -_ __ _._ LOGGIA `< A24x4 \ "� " EUTHENICS STUDIO l ! §_ 1650 CFM M 00 �° 11s : 80T -1 _111- II \ 005 1650 BEACH AVENUE ° 1 '_ K10x6 M12xi N N a e - ! # - ` ACF-1 ,r., ''�•,a-' �'• ''v'f S , x,- ''i . i '^ / N N x r ATLANTIC BEACH, FL 32233 P ;, w i I -� 1 130 CFM 80 X i j I _ I I , ao � � \ IIII.--�.. �'•• r� ti. PH: 904.246.6219 BAR I r r i _� ;_ F000 - AHU-7 ` I= _ -' I t M10x6 �� o I t2o r r I i i .. N. jSERVICE A24x24 I 2o2a 1 sx s 1 ` N � 2 9 i _. _.. .... _......_... ..1... i1. i (D UM 2 I —' _ x63 £ -'t &COO1�E (I i M x6'-- , i �— I REVISION DATE I : I ." 29A I 120A t.t_. I N :t ii, - 80 CFM y ) _ 1. FM X X I » -i I i ..= t- 1 1 J :, . , ,,, 0 i ? i' I — I a �, 1 t �k t �11" gI'tt o N (5)D 3 I lb I I 14x14 r �, r, , ,. a: , I; , , n PRIVAT - ` 1 2 2 x 2 2 J PERMIT SET 12/13/13 :1 Ili: ,I. i?,, y VESTIBU E RESTROOM' DRAFT s0 N I i i I K1OX6 N X MECHANICAL 9 CFM 61 �-� VVV��� y, (�' Ir, I P { ,{ al G1 I r, ------ X �-- 101 1206 3Y. :ai p I- ,.,", N N N , ,"V -- s. ,, ,,. ' 9 ; �.. 80 X o K1 oxs — i ; „,t ., L.,i , HP-5 M �r __ M10x� I (. 9 s i( .r _ 1 I r;. �. + ,,, j1,,; I z 3 N �F-1 1 M 2 , : J, , 11�r. I t `� ^ ',':. Z I ``- - --- ._ ... MEZZ.ACE .. i ; \ --t M ; N s !# � �, / �y l:, F1 ________ ____.. I I �� - _-I 2 M Q C ^ a I K10x6 5 MEN's Pf21VltIE ' 0 1 1i� : l' ':g ' 'h, s, w C li ': V 11 11 2 100 CFM 4 --RE _ _. i 2 ---- -._. ; , , I ; tI, 9 zIi': , '' °:r Z 8 u y /jet R 'ROOM Ont u - I i I 4i I I— 00 AHU-4 .��f ,�•. ,`./ '�• ,�•. :"•• IG tt ,, W __ t2 �� 38A Q o0 0 CFM i I 1 i I 4x24 L .J L J f r., �, > € r X i • • i • r 1 + 6 s,1 s } ANDICA L M10x6:' _ 0 I ' 5Z x OX6 J N RESTROOM � ESTR00 -.. 1800 CFM 2x2 Ii N ,�•, u"; 00 I EVERAGES I I — �r, 50 C.. F VWOME 'S i I i r ,, ,... ,. - .iJ t 138.,._. f r _:a. I i i ll..... I L r�� „, ,< e`;, T- r .�' r sU J t i, u,»Fir`Strr"W_, s,F _a.. O WOMEN S ! 4 X ESTRPO I » ; I t,9A - ;; �111 g. -.„ BEER FREEZER !J r+I i 77/ jTJ / I / / i /i . .Ji Ji i J r LOCKERS K1 4 �i Q — kIAL- I S COOLER HP-7 d 13 r li 114A E a K; , ' 130 _.. .......... .. .... .... -._ ........_.._. ._ -;.,;- — ”;': 4 4 ti, i - --- - 9 — A24x24 r.. �...... i i ,146 ri O tl.. a I "� 11 M : - M10x i , � 0x6 4 ; 11 - - --AHU-2A o I I M AHU 6 AHU 3 1 0 I 00 F I I 60L i 1 I 3I ' _ /J 18x14118x14 J N 8 ;, K10k6 I<10 6 4 I,. I r 624x2 f` I I i Q 3 B 1 ,6 SHOWER 80 " ( =1 i,. j — — 0 z ,zsa 150 CF 6 G 1 i K10x6 M1.OX6 > EF-3 20 C M � - --- -- -- _ — — — — — — — — to I i 4 _ ( o HP-6 100 CFM a 1 I. b I JJ 10x6 __ _._ __I .___ _ _ ___ a ,w (� I I i y COOLER , .I Q h� al J:t,; ' .; 7 k 4 4z a x DO NOT MEASURE DRAWINGS lti'r s • NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES i r + p , : _ .. ... _ / ! t O N _..__ EF-2 oN � � o L — i O LL 0LL Lo00> c o� � N / MAU-3 o O - M O i I.it ( j'" ` \ III I^ --m! - _ LL Itik r�� �� _kEF 1 ► _ O U) LL l N �� N R 15 I iI t 1 l�ff Y \ 't O (n O C) - i -Sf e a cu co V EL♦ CL 0 cu (+ N U Cq 4F ( KEF-4 { � N ( rEX:I + �j 1, k � t ` ! � i` Imo\-----jI ;` ._ I � � I i REQUIRED EQUIPMENT CLEARANCES I I I I ------ t _ I 4 gi ` j CONSULTANTS • RTU-1 ' I STRUCTURAL 4 i4 • 3 i MCVEIGH & MANGUM 1t . � ENGINEERING, INC. } 1 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 "��-�--"-- PH: 904.483.5200 {{ ! F MCVEIGH & MANGUM I ENGINEERING, INC. w 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 PTI = 2 ENLARGED MECHANICAL ROOF PLAN ELECTRICAL MCVEIGH & MANGUM I ¢ M1.2 SCALE: 1/4" = 1'-0" ENGINEERING, INC. 9133 RG SKINNER PARKWAY f " ° JACKSONVILLE, FL 32256 + * Z g I o PH: 904.483.5200 U LANDSCAPE ARCHITECT O EUTHENICS STUDIO Z 1650 BEACH AVENUE 0 ATLANTIC BEACH, FL 32233 II PH: 904.246.6219 i REVISION DATE t 1 - --- ' O __ W� ��� a � f � .......... " -�- - --- PERMIT SET 12/13/13 r O t } Ui i >- z K12x12 Q 340 CFM #gy m -------------- ° ? 340 CFM 10� 100 I ff o ' I Q Z LU EXERCISEµ f U 1 ROOM 154 ENGINEER'S SEAL i' Z t K1 2A 2 O w ( 340 CFM ......... __.. 340x CFM � 10� 100 t - ! Uj O M30x18 O ❑ 1600 CFM � W , Ui N 310x12 PRO SHOP r _.._.. Iso l: _ CFM / r N VESTIBULE l_ -T,777- EST � � ❑ __.._._.._= VESTIBULE RECEPTION 141 FOUNTAINS �- #� o f M10x6 140 C 1 1 4 2x12 K12x12 leo w \100 CFM K1OX6 100 00 0� K12x12 o 0 CFM 300 CFM 1 M10x6 340 CFM C1 O — �� CFM CADD DWG. FILE NO. EF 1 5 CSP o _ � C 6 _ - __ � � 1 �n 50 FM � x 1s LU LAUNDRY I W L 152A- � ESTROOM € :: 4 LU 143 X42 10� y l 0 CFM t i M1OX6 WOMEN'S POOL SHOWE .40 �--� 4� f SCALE t , / RESTROOM 152A x t IJ/ 5M10x6 145 AS SHOWN w 150 CF �s z 1 x4 K10x6 e , m aC 4 , 50 CFM / m M M10x6 ( o / Q 50 CFM _ THE M10x6 C)_ GROUP o 2 x Y I G,S,S p. EF-6 �.M1Ox6 E ' FM UC ' 50 CFS FITNESS € 50 C M30x18 f MK 0 13x12 N'S TENx'' I g^0 RESTROOM LEGAL DESCRIPTION ;�� 1100 CFM ' . . _ 5fl)CFM K12 _ _ K10x6 z 4!H_2 =t9 :M10x 50 CFM 120 C M �y ��It o� N MECHANICAL KEYED PLAN NOTES: i O '= ST oo GE IIM010FM 5 M105e f;1 -- _� o x t 4 � UC J EF-6 WOMEN'S TENNIS ; 50 CFM '~ ' K12x12 K12x12 i RESTROOM N N TENNIS I HANDICAP HANDICAP li �^ x COVERED PORCH " Q RESTROOM ^', OAIJ-1 RESTROOM !�� 0 CFM 300 CFM EF-6 153 ___ N N o�0 1O 12 DIA OUTSIDE AIR DUCT TO GRAVITY VENTILATOR + o - ON ROOF 0 1azA 145A 120 CFM M10x6/\ GV 2 4 3 €f cV I E Z _:.,.-,.._ .., - 50_C tg �II® PROJECT PHASE sD O2 NC MOTORIZED DAMPER INTERLOCKED WITH " o SHOWER, 0`90 CONDENSING UNIT TO OPEN WHEN UNIT IS PERMIT SET C� I LIJ L HANDICAP I ENERGIZED, DAMPER TO FAIL CLOSED. + I RESTROOM I PROJECT NUMBER Ui 0 ECHANICAL M+1 4 011A O 10" DIA EXHAUST AIR DUCT TO GRAVITY 18-11- 2 153AA 0' 3 11 _8 VENTILATOR GV-4 ON ROOF. � CU-1 __..__-___ :__ m__.__..__ 3 3 O4 4"DIA EXHAUST DUCT TRANSITIONED TO 10"x3Y2" I , a AND ROUTE INSIDE WALL. EXHAUST GRILLE MOUNTED ON WALL JUST BELOW CEILING. ry U � r.� NEW CONSTRUCTION t w HP-8 5 6"DIA EXHAUST DUCT TRANSITIONED TO 10"x3Y" t a� AND ROUTE INSIDE WALL. EXHAUST GRILLE MOUNTED - 6 ON WALL JUST BELOW CEILING. ATLANTIC BEACH, FLORIDA LLi Q O6 10" DIA EXHAUST AIR DUCT TO GRAVITY ❑ VENTILATOR GV-5 ON ROOF. ATLANTIC BEACH a ❑ v Y O COUNTRY CLUB { 2 0 7 NC MOTORIZED DAMPER INTERLOCKED WITH BLOWER MOTOR FOR OAU-1. DAMPER TO FAIL CLOSED. + r: MECHANICAL FLOOR PLAN U x} MCVEIGH MANGUM Z N � M1.1 SCALE: 1/8" = 1'-0" ENGINEERING INC FITNESS CENTER €. ( CD � N 9133 R.G. skinner Parkway MECHANICAL PLAN 0) = Jacksonville, Florida 32256 0 Fax: 636-6770 9 o r CA 63300 email:mail a M V ighMangum com I. ? cD p Eng.of Record: F_Yarizadah License No.: 40287 �T *' These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright M 2 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other ■ Nelements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability, n; r- r s,. r : �k t y. iat f _ a DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES _` PRIOR TO CONSTRUCTION. SEE GENERAL NOTES t HANGER STRAPS: 1% 22 GAUGE, WIRE SUPPORTS TO HANGER STRAPS STRAP OR ANGLE ROD- SUPPORTED FROM STRUCTURE ABOVE, t ' PREVENT SAGS AND (3) SHEET METAL SCREWS BELOW. KINKS IN FLEX ' 60" MAX. UNLESS FOOT HANGER STRAPS: 'IN 22 GAUGE, #� OF STRAP IS I RECTANGULAR OR SUPPORTED FROM STRUCTURE ABOVE, PLACED UNDER FLAT OVAL DUCT (3) SHEET METAL SCREWS BELOW. FLEXIBLE DUCT: RMIMDSEIFF-SEALCIWXG A BOTTOM MAXIMUM 8'-0" Rl"IECU1XLL TO c DUCT ROUND SELF-SEALI G DO NOTESAG OR KINK FIBERGLASS SIFi�;1 'WUFH FLEXIBLE DUCT: REINFORCEMENT I ROUND SELD1_8UAEIRJ\L TO DUCTBOARD 2"MWZTI91hE&AA-MON; INSULATED, MAXIMUM 8'-0" DUCT DUCE; WRAP ITH WIRE SUPPORTS TO SUPPLY DUCT SE4KL INSUCA�TiIMN W TFH DO NOT SAG OR KINK t Y I FIBERGLASS SPIROSAFE�'VQFRJ�fU�J�kILATlO PREVENT SAGS AND GIAFB FAER MASTIC C r DUCTBOARD 2" DUCT INaRtATIIWJLATION TH KINKS IN FLEX N 1" MIN. SUPPLY DUCT o SEAL INSUIJWM VATRIC/MA IC M M SIZES SHOWN GALVANIZED SHOP GLASS FABRIC/MASTIC TAPE AND MASTIC "0 c� FREE AREA OUTER JACKET C) SCREWS ARE NET INSIDE I FABRICATED INSULATED x SIZES SHOWN TYPICAL �- N PLENUM �° o`no SIZE BOLT(S) ARE NET INSIDE I TAPE AND MASTIC DIMENSIONS (TYPICAL)) - - �, o N FOR LOAD FREE AREA OUTER JACKET c o / _ � ' DIMENSIONS (TYPICAL) o rn n OAD RATED STRAP - - - - - '' - X �'6' FASTENER BAND CLAMP AND �`�` 1 -' <_ X MINIMUM RADIUS EQUAL TO THREE SHEET METAL ` THE FLEX DUCT DIAMETER SCREWS THROUGH - r.� o HELIX OF FLEXIBLE °' DUCT LINER (TYPICAL) _____.....______. _ Lco 7 MAXIMUM VERTICAL ..._. .. _._. _._ _.�. .. f CONICAL SPIN N FITTING DUCT RUNfoa Q(Q14� AI_ P1NI4-IN�{{IRG o cn � lam- IEpM Vi(I�}11I1lIfE RI1Qb ,BL CEILING BAND CLAMP AND THREE SHEET � r ROD SPIN-IN FITTINGf `/OLUM DAMPER EQUAL 7� y LINEAR DIFFUSER U TO CRCWM $S METAL SCREWS THROUGH HELIX OF o a� VOLUME DAMPLTI�� &/N PRODUCTS L rn TO CROWN PRC9&WS3200-DS (SEE SPECS L3200-FSS((SEE WECS FLEXIBLE DUCT LINER (TYPICAL) � � b ° � f t 24" DIA. MAX. MODEL 624 OR� THER OPTIONS) FM Ol�lt� a CL O m SECURE m � � m WIRE DUCT FABRICATION NOTES: N 36" DIA. MAX. 3 LINEAR DIFFUSER RUN OUT DETAIL t" " 1. DUCTS SHALL BE FABRICATED & INSTALLED PER THE LATEST EDITION OF SMACNA M2.1 NTS BAND OF SAME SIZE II DUCT CONSTRUCTION STANDARDS. I AS HANGER STRAP 2. ALTERNATE INTERPRETATIONS OF SMACNA DUCT MATERIAL, HANGERS AND REINFORCEMENTS ARE SUBJECT TO ENGINEER APPROVAL, AND REQUIRE SEPARATE SUBMITTAL OF THE ALTERNATES. 10 DIA. MAX. 3. FLEXIBLE DUCT CONNECTORS SHALL BE PROVIDED WHERE SHOWN ON THE PLAN. 4 4. SUPPLY AIR DROPS FROM ROOFTOP UNITS SHALL TRANSITION FROM THE UNIT OPENING SIZE TO 3 MITERED ELBOWS, WITH SIZES AS SHOWN ON THE PLAN. IF TWO SUPPLY AIR DUCT RUNS ARE AT THE UNIT, THEN TWO SEPARATE DROPS & ELBOWS SHALL BE PROVIDED. IF # ,,, ;~ HANGER RODS, 5. RETURN AIR DROPS FROM THE ROOFTOP UNITS SHALL BE FULL SIZE OF THE UNIT OPENING. WIRES OR STRAPS - - ALTERNATE 6. OFFSETS SHALL NOT REDUCE THE FREE AREA, AND SHALL NOT EXCEED 30'. A RADIUS HEEL s NUTS ANGLES LOCATION HEEL SHALL BE PROVIDED ON 30' OFFSETS. SMALLER OFFSETS SHALL BE MITERED AT BOTH FLEXIBLE DUCT THE HEEL & THROAT. 7. TRANSITIONS SHALL NOT EXCEED 1:3 RATIO (4" TRANSITION PER FOOT SINGLE SIDED TRANSITION, AND 8" PER FOOT DOUBLE SIDED TRANSITION). CONSULTANTS g6g GENERAL NOTES: 8. INSULATION SHALL BE NFPA 90 APPROVED, WITH MINIMUM R-VALUE OF 6.0. WRAP INSULATION SHALL f' BE 2" THICK (MINIMUM R-6) WITH ALUMINUM FOIL FACING. STRUCTURAL 1. DETAILS BASED ON SMACNA 1995, FIG. 4-4. 9. RECTANGULAR BRANCH CONNECTIONS SHALL BE 45' ENTRY TYPE PER SMACNA FIGURE 2-6. MCVEIGH & MANGUM x 10. ROUND DUCT CONNECTIONS SHALL BE WITH CROWN PRODUCTS COMPANY" 624 OR 624-FL FITTINGS, I r 2. DUCT REINFORCEMENT MAY BE USED FOR ATTACHMENT DAMPER AND HANDLE. SPRAY PAINT LOCATIONS OF HANDLES. ENGINEERING, INC. IF IT QUALIFIES FOR BOTH DUTIES. 11. FLEXIBLE DUCT SHALL INCLUDE AN INNER POLYETHYLENE LINER, A SPRING HELIX, 1-1/4" BLANKET ROUND BUTTERFLY DAMPER- 9133 RG SKINNER PARKWAY INSULATION (R-6.0), A FOIL OUTER VAPOR BARRIER, AND BE UL-181 APPROVED. SINGLE BLADE - 90' OPEN/ JACKSONVILLE, FL 32256 3. DO NOT EXCEED SMACNA, CH. 4, ALLOWABLE LOAD 12. ALL TAPE SHALL BE SMACNA APPROVED. CLOSE OPERATION PH: 904.483.5200 3 t BAND, ONE-HALF ROUND, LIMITS. 13. SEAL ALL SUPPLY, RETURN & OUTSIDE AIR DUCT JOINTS WITH DUCT SEALER; SEAL ALL k MAY BE USED IF DUCT INSULATION JOISTS WITH GLASS FABRIC AND MASTIC. MP&FP f t SHAPE IS MAINTAINED. 4. HANGERS MUST NOT DEFORM DUCT SHAPE. MCVEIGH & MANGUM , :• ENGINEERING, INC. CEILING DIFFUSER DAMPER INSTALLED UP JACKSONVILLE, FL 32256 � ? 2 CONCEALED TO 30' FROM CONTROL. OR GRILLE9133 RG SKINNER PARKWAY W 1 DUCTWORK SUPPORT DETAIL DUCTWORK INSTALLATION DETAIL PH: 904.483.5200 M2.1 NTS �2.1 NTS 0 0 ELECTRICAL RACK & PINION OPERATOR MCVEIGH & MANGUM ` A", a CONVERTS ROTARY MOTION o ° 0 OF SHAFT TO PUSH/ PULL MOTION OF WIRE. ENGINEERING, INC. x o 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 Z PH: 904.483.5200 0 LANDSCAPE ARCHITECT t o � 3" DIAMETER PLATED t+ ` � AIR BRANCH DUCT W1 COVER ON CEILING. DIE CAST MOUNTING CUP EUTHENICS STUDIO Z FLOW (REMOVE TO ADJUST \ ° DAMPER.) CEILING LINE 1650 BEACH AVENUE Z o ATLANTIC BEACH, FL 32233 PH: 904.246.6219 x TURNING VANES (TYPICAL) - - CONTROL DAMPER 45? THROAT SIZE AS INDICATED SOCKET WRENCH USED TO o ENGAGE OPERATOR SHAFT REVISION DATE k ON PLANS. FOR DAMPER ADJUSTMENT. D_ BRANCH 4 x DUCT WIDTH PERMIT SET 12/13/13 I t t MAIN DUCT DUCT (1 FOOT MINIMUM) t ` Z 1/3" W, 5" MIN. I PROVIDE VOLUME DAMPER IF WHEN BRANCH DUCT VOLUME CONTROL DAMPER Q HANDLES MULTIPLE END BEARING I N HARD CEI L N GS W ACCESS m AIR OUTLETS AIR_ )II rT ' FLOW M2.1 NTS o BRANCH DUCT � o FROM SINGLE INLET a i � Q Z W BRANCH 4 x DUCT WIDTH t o DUCT (1 FOOT MINIMUM) U - 4 z OPPOSED BLADE ENGINEER'S SEAL E CONTROL DAMPER WITH It , 0 3/8" LOCKING QUADRANT 3 t O NOTE: AND END BEARING. o " a � HANGER SUPPORTS: 1 X 22 GA, _O DO NOT SUPPORT FROM CEILING. 1. NOT PERMITTED AT END OF DUCT. = SINGLE OR DOUBLE ELBOWS REQUIRED. BRANCH DUCT VV2 I x ~ " 1 < , o INTEGRAL BACKDRAFT DAMPER s RECTANGULAR RETURN 90' LONG SWEEP g DUCT TAPco /EXHAUST SUPPLY DUCT TEE ELBOW D 4 - � ( FAN 5 W TURNING VAN ES WALL CAP WITH ' w M2.1 NTS r M2.1 NTS BACKDRAFT DAMPER - D \,,, - FIRE VARIABLE SPEED CONTROLLER � 4 0 RIGID METAL DRYER "4 0 RIGID METAL 0 DRYER VENT PIPEMARK WITH INE AS BALANCED VENT BETWEEN FLOORPOSITIONDIRECT DRIVE UNITS CADD DWG. FILE NO. IN WALL CAULK DRYER VENT ( ) ° ATTACH TO DECK ABOVE FACTORY ASSEMBLED HINGED HOOD �! I TRUSSES TO CAP ON e W/ LATCH & BIRD SCREENS PENETRATION OF DOUBLE EXTERIOR WALL. TOP PLATE i / DISCONNECT SWITCH: FURNISHED ' BY MECHANICAL CONTRACTOR OR SCALE o � ` FILTER WHERE GALVANIZED INSULATED I D FULLY THREADED ROD ( ' E � I FAN MANUFACTURER AS SHOWN PREFAB CURB WITH " m FLEX CONN, TYP INTERNAL OR APPLICABLE) i NOTES: I4, F E ¢ SIDE MOUNT FAN MOUNTING BUILT-IN CANT i= �` CEILING DRAWN BY TRANSITION, TYP MOTOR BRACKET E „ 1. DRYER VENTS SHALL BE i aI I' MINIMUM 30-GAGE GALV. MK E '9 STEEL OR 26-GAGE ALUM. I IE AND SHALL BE INSTALLED LEGAL DESCRIPTION I �' SEE NOTE 1 !j IN STRICT ACCORDANCE f , WOOD NAILING STRIP ; !i WITH THE DRYER MANUF. CEILING MOUNTED o 4 FLEXIBLE METAL INSTRUCTIONS. d ~ FLASHING 2. SEE DOMESTIC CLOTHES DRYER FAN DETAIL . 9t o DRYER VENT H ql Q (MAX. 2 FEET LONG) ; �� DUCT CRITERIA NOTES ON LEGEND rio h a, o I z ;; RESIDENTIAL SEE NOTE 2 f _ z CLOTHES „ SHEET FOR ADDITIONAL DETAILS M2.1 NTS PROJECT PHASE > GROUNDING STRAP INSULATION N ; DRYER AND REQUIREMENTS. I, i; PERMIT SET t ACROSS FLEX, TYP MAXIMIZE SPACE BETWEEN INLINE EXHAUST FAN EI FAN AND CEILING ! � PROJECT NUMBER I = 1 1 SEE NOTE 2 18-11-_ Q ROOF DECK DRYER VEN T DETAIL r t, tf a tt P.T. BLOCKING TRANSITION DUCT TO FULL AS REQUIRED SIZE OF DAMPER SUPPLIED M2.1 SCALE: N.T.S. o c 1 ; 2013 rJ NEW CONSTRUCTION dJ _ w 7 INLINE FAN MOUNTING DETAIL NTH HOOD /J,�/ //�`//�c DUCT WHERE �' M2.1 NTS NOTES APPLICABLE ATLANTIC BEACH, FLORIDA a a 1. SECURE CURB CAP TO WOOD NAILING STRIP WITH 1/4" S.S. LAG BOLTS NOT OVER 12" ON D CENTER. a o ATLANTIC BEACH � 2 RESISTANT OBOLTSR(METAL DECK AND BAR JOIST ROOF). WITH EXPANSION BOLTS (CONCRETE ROOF) OR RUST COUNTRY CLUB t i � D a 3. SIZE OF DUCT THROUGH ROOF SHALL NOT BE LARGER THAN CURB SUPPLIED WITH ROOF vEN11LATOR. M cVEIGH & MANGUM MECHANICAL j ENGINEERING • INC € O 9133 R.G. Skinner Parkway DETAILS Cn Jacksonville, Florida 32256 0 ROOF- MOUNTED OUTSIDE AIR INTAKE } $ Ph: (904)483-5200 Fax: (904)636-6770 p CA 6330 email:mail@McVeighMangum.com �21 Eng.of Record: FLicense No.: 40287 NTS ,r, M These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright n n e protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other 1 V 12 1 N _ elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. } t , 'kp y 4 ` . DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES "' PRIOR TO CONSTRUCTION. SEE GENERAL NOTES t i SUPPLY DUCT CONDENSATE DRAIN t ;F�'f 1t (8,,a •s „;.n,,. ,•..rm;,,^.,ots;{n^,i,,, •n,.r,, SEE DETAIL e OUTSIDE AIR RADIUSED ELBOW OUTSIDE AIR INTAKE DUCT - WITHOUT VANES HOOD WITH WASHABLE FILTERS f �� DUCT SMOKE DETECTOR I - SINGLE POINT ELECTRICAL I I (WHERE SUPPLY AIRFLOW \ / POWER ENTRY IN BOTTOM OPPOSED BLADE EXCEEDS 2000 CFM) � I I \ I � � rT� cif; VOLUME DAMPER I AOF UNIT. II I L I) FINISHED GRADE lad NOTE O I ( I — I. _ b FLEXIBLE DUCT FACTORY-INSTALLED 120-VOLT - _ ' , N rn DUCT SMOKE DETECTOR SHALL — 120-VOLT CONVENIENCE OUTLET ` — _ - N o U CONNECTOR NOTE: - ' -___-- _ co BE WIRED TO SHUT DOWN UNIT I II ( DUCT SMOKE DETECTOR SHALL EXTERIOR I I �- � _ � mm:m:i f o - UPON DETECTION OF SMOKE I I U �\ -- t --� I I ( I ( __.__.. L ca FACTORY-INSTALLED o° BE WIRED TO SHUT DOWN UNIT CONDENSING UNIT WALL i ( � "' � t AND SHALL BE CONNECTED TO REFRIGERANT PIPING TO L_ __ — L— — — —I — — —I \ o = o NON-FUSED DISCONNECT SWITCH — -- — — — _— — — — UPON DETECTION OF SMOKE LL THE BUILDING FIRE ALARM ( BE SIZED IN AGGORDANGE `� —� -° "' FAN AND SHALL BE CONNECTED TO _ \� i ' I — N [L 00 SYSTEM. WITH MANUFACTURER'S V �-� - ' I___.___. i I 36"Ox4" THICK cam.; SECTION THE BUILDING FIRE ALARM - - I ""-- ! INSTRUCTIONS• SUGTION _ = = — ,. CONCRETE COVER PLAN VIEW � •: • .,i. :, ,..., � :�•;:.. ' d- t r SYSTEM. o I: NOTE: LINE TO BE INSULATED __: SEAL \ :;.:_,:. o ' DUCT SMOKE DETECTORS SHALL ( UJ I W/ 3/4" RUBBER PIPE - WATERTIGHT �. - I — _ °' FINISHED NOTE. — ' x Q c� BE WIRED TO SHUT DOWN UNIT I INSULATION EQUAL TO DUCT SMOKE DETECTORS SHALL 6" MIN. OR AS _ __w._ _._._:: f�WALL — 3-LAYERS OF 15 LB � ARMAFLEX .. _..__ _. _m. CONDENSATE AND CONNECTED TO COIL FILTER ACCESS UPON DETECTION OF SMOKE OTHERWISE NOTED _ DRAIN PIPING o I BE WIRED TO SHUT DOWN UNIT \ ` ROOFING FELT I - �\ FLOOR A REMOTE AUDIBLE VISUAL SECTION ��,S�J jl AUDIBLE/VISUAL I ® AND SHALL BE CONNECTED TO GRADE \ � � - N00 ANNUNCIATOR PANEL LOCATED ® cn 00 A REMOTE AUDIBLE/VISUAL G GALLON 11 M - IN A READILY VISIBLE m m INTERNALLY LINED SHEET __ \ _.., ° ° GARBAGE CAN MIN °' y I ANNUNCIATOR PANEL LOCATED ; �� A 000000 2 ,� CV � N LOCATION; COORD. PANEL ;- METAL BASE PLENUM IN A READILY VISIBLE .- � "i "- � r< _ f CO FILL CONTAINER FULL o 0 0 0 0 0 4 x30 DEEP o 1 �. A \ r .__. __,._.._. r ,.. , _. �. _ .- - �\,� \, ./AA/.� \y\�/A� , , ;may�j ������,. ./A/��/ / �/�� ��\y\�,.V �� ��� \� U o ' / / WITH 1 RIVER ROCK � LOCATION W/ OWNERS REP ' ";� r' FACTORY CURB LOCATION; COORD. PANEL / / �� �/ / /, '. %,'; ./.../ / / � � �% �� / �� / / �' o 0 0 0 0 0 �• ` CONDENSATE DRAIN LINE SEE DETAIL LOCATION W/ OWNERS REP If W/ 6" DEEP P-TRAP FULL \\/\\ \ \ .' '_ — 0 0 0 0 o PROVIDE 1/2" HOLES IN LOWER m Y TERMINATE R/A DUCT SIZE OF UNIT CONNECTION `�� HALF OF SIDES AND BOTTOM n O 4 THK. CONC. PAD ,� m O m ROUTE REFRIGERANT ,l INTO TOP OF PLENUM TO DRYWELL - LINES BELOW GRADE " E AT 4 ON CENTER �. INSIDE PVC CONDUIT °c --- 3 8 0 x 3 LARGE c� U .. DUCT SMOKE / NOTE: N LAG SCREW WITH CAULK _ ' -,,-, VENT CONDENSATE DRAIN LINE WITH GOOSENECK N y8 DETECTOR (TYP OF 4) FOOTING ADJACENT TO BUILDING. h; RETURN AIR SUPPLY AIR SIDE VIEW CONDENSING UNIT DETAIL Y 3 CONDENSATE DRYWELL DETAIL 1 VERTICAL AIR HANDLING UNIT DETAIL 2 ROOFTOP UNIT DETAIL M2.2 NTS 4 1 M2.2 NTS M2.2 NTS M2.2 NTS (4 ' t I ygflK ! u a ; t r NOTES: 1. BANDING MATERIAL, 1/2" THREADED RODS UP TO corvsuLTANTs t° 3/4" WIDE, MINIMUM 0.015" THICK, CARBON STRUCTURE ABOVE (TYP. OF 4) STRUCTURAL STEEL FOR CONSTRUCTION REQUIREMENTS OF ZERO CLEARANCE TO `x COMBUSTIBLES OR 1 HR. RATINGS. STAINLESS STEEL BANDING IS MCVEIGH & MANGUM F f d Y i i ti USED FOR 2 HR. REQUIREMENTS. SPRING-TYPE VIBRATION ENGINEERING, INC. t t If 2. 3M FIREMASTER DUCT WRAP, 1-1/2" THICK, 24" OR 48" WIDE, ISOLATOR (TYP. OF 4) 300" STANDARD LENGTH 2 LAYERS 8 LBS PER CUBIC FT TO BE —� 9133 RG SKINNER PARKWAY � ) DO NOT BLOCK ACCESS tF UTILIZED. FLEXIBLE DUCT CONNECTOR 3. HOLD INTERIOR WRAP OF INSULATION USING 1" WIDE FILAMENT TO CIRCUIT BREAKER JACKSONVILLE FL 32256 TAPE INTERIOR 898) MANUFACTURED BY 3M COMPANY. ACC(TYPICAL AT BOTH ENDS) FILTER OR CONTROL PANEL PH: 904.483.5200 4. SEAL CUT EDGES OF BLANKET WITH ALUMINUM FOIL TAPE. _ _ _ _ _ _ MP&FP I-- T MCVEIGH & MANGUM • I 2 NN 2 — — — RETURN DUCT SACTION SUPPLY DUCT ENGINEERING, INC. IJCOIL — — — 9133 RG SKINNER PARKWAY _ ��� �� �..�`` ��� �-IN �� �� >>��`�� SEC710N ��_ / JACKSONVILLE, FL 32256 t LEGEND r y W 1 DUCT ���,.```��� ��, \� �ll CONDENSATE DRAIN LINE \ A o / PH: 904.483.5200 2 3 MINIMUM PERIMETER OVERLAP ,o` iso FLOAT SWITCH WIRED TO SHUT ELECTRICAL u 1 " W/ 6 DEEP P—TRAP FULL DOWN UNIT UPON ACTIVATION 4 ( 3 3 PERIMETER OVERLAP ���`` tg 6 SIZE OF UNIT CONNECTION BY WATER IN AUXILIARY PAN MCVEIGH & MANGUM Q 4 ' 3 LONGITUDINAL OVERLAP _ TO DRYWELL ENGINEERING INC. ' U 51 FILAMENT TAPE & BANDING 9133 RG SKINNER PARKWAY 0 6 2 LAYERS FIREMASIER DUCIYVRAP® 1"��� 4 STEEL CHANNEL TYPICAL OF 4 2 � z �� 1 THICK NEOPRENE PAD JACKSONVILLE, FL 32256 p _ ( ) PH: 904.483.5 00 W_�___ _ ____ ___ TYPICAL OF 2 „ ( ) INSTALLATION: LANDSCAPE ARCHITECT t ' 0 1 AUXILIARY DRAIN PAN UNDER r t I z FOR DETAILED INSTALLATION FULL WIDTH & LENGTH OF UNIT FLOOR VIEW 6 & INSTRUCTIONS, REFER TO EUTHENICS STUDIO ` Z FIREMASTERS DUCT WRAP 5 . . . . . . INSTALLATION GUIDE. 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 ` \`\\\\\\\`� \ ° PH: 904.246.6219 INSTALLA11ON: NN tY \��`` 0 REVISION DATE 0 FOR DETAILED INSTALLATION 4 0, HORIZONTAL AIR HANDLING UNIT DETAIL a & INSTRUCTIONS REFER TO v o`��\\ 1111111 2 7 I ° o FIREMASII=RS DUCT WRAP N.``�� � M2.2 NTS PERMIT SET 12/13/13 1% INSTALLA11ON GUIDE. \��� ° ° ° Z 5 \\\\\`\��� \\\ ���� 1111111111 4 5 ° °0 t e \\\NNS` \\N����` ° `�` ``\\\\ 11111/11 0 0 ° ° $ m [} \�N 6 ° 0 Oo``�\\ � \\ 1111 ...... ' � 3 N``` � ```\ 111 LEGEND ]j ° r: o .�`` ..`` 111 1 1 ! DOOR HOLE Q° Z ��`` ����� `` 11111 ! 2 I ACCESS FRAME WELDED TO DUCT 3 1/4" DIA. ALL THREAD RODS l, Z 111 ° 0 1111 111 4 ! ACCESS COVER; 16 GA. I I ' 111111 5 ' INSULATION PINS; WELDED ? Z FRONT VIEW 6 1 FIREMASTER® DUCTWRAP p 11 ENGINEER'S SEAL t r 7 1 FIR EMASIER® DUCTWRAP 1" OVERLAP ; 12 cif ,t,d • a pi; �G " o i 8 1 FIREMASTERO DUCTWRAP 1 OVERLAP n w I 9 y SPEED CLIP_S U' 101 ALUMINUM TAPE EDGES w I 111 SPOOL PIECES FOR THREADED RODS ,,,( 0N 12 1/4" DIA. WING NUTS 0L tl._.._.,... .'...—._. m____m_ ,._._...._._, .,_.._....,...._._._. .._.._.. g KITCHEN HOOD EXHAUST ( ¢ 5 D 41`� UCT FIRE RATING DIAGRAM M2.2 NOT TO SCALE 6 K ITCHEN HOOD EXHAUST DUCT ACCESS DOOR DETAIL l m M2.2 NOT TO SCALE I U) pp j i W U CADD DWG. FILE NO. Inz 0 d of WALL FOR MOUNTING FACTORY MOUNTING BRACKET SCALE w D —— AS SHOWN UNIT HEATER SET DRAWN BY THROW AS SHOWN i ON PLAN M K O ��'�'� LEGAL DESCRIPTION �_ I ADJUSTABLE }` I DISCHARGE LL O I LOUVERS a I 0 MOUNTING HEIGHT PROJECT PHASE ' ?K o DISCONNECT I TO BE 12'-0" A.F.F. PERMIT SET � W SWITCH PROJECT NUMBER b I � I i W i t I I LINE-VOLTAGE THERMOSTAT 18-11- ; t MOUNTED AT 5'-6" ABOVE _j FINISHED FLOOR t Q +✓ 1 (D W r(. s Y NEW CONSTRUCTION W G I , 0 ATLANTIC BEACH, FLORIDA : qtr _ 8 ELECTRIC UNIT HEATER D ' �_ o M2.2 NTS ATLANTIC BEACH 4 O Y V Z ;' • f � COUNTRY CLUB Ci t ° I MCVEIGH MANGUM ENGINEERING • INC MECHANICAL CV � 0 N DETAILS rn = 9133 R.G. Skinner Parkway 0 O Jacksonville, Florida 32256 Fy Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mail@McVeighMangum.com O Eng.of Record: F_Yarizadeh License No.: 40287 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright M2 . 2 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other ' N _elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 4 .1� E E ;� , , DO NOT MEASURE DRAWINGS " ' �� �I NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES � , # ,,,, r s,' €;_, PRIOR TO CONSTRUCTI N. SEE ENERAL N r" > <' + , �� g , S6 Ili - ,t 11 ' { -tix - sy Itr "FT0 r t}' �' !'Y{ gym' '� (( , 7 F 4 i. U---,, � '` ELECTRICAL SYMBOL LEGEND GENERAL ELECTRICAL NOTES LIGHTING FIXTURE SCHEDULE _. .1 CD L0 d, � SII 4i° �' I ° ` �;, LAMP DATA BALLAST DATA FIXTURE N o MARK MANUFACTURER CATALOG NUMBER VOLTS MOUNTING DESCRIPTION N N0. TYPE N0. TYPE WATTS i 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF THE NATIONAL `� t =: ., ; G WIRING SYSTEM CONCEALED IN WALL OR CEILING. DASHED LINES INDICATE WIRING RUN BELOW SLAB/GRADE. __ __ NOM. 6" APERTURE DOWNLIGHT, WHITE REFL a Loo CU t ELECTRICAL CODE AND ALL LOCAL AND STATE CODES. A LIGHTOLIER PR75ASICN6/CP680K10 1 LED 120 13 RECESSED 1100 Lm LED, TRIAC DIMMING (DAMP LISTED) ,i rn o WIRING SYSTEM TO BE RUN EXPOSED. DASHED LINES INDICATE WIRING RUN BELOW SLAB/GRADE. �i L OO } ,' ' 2. ALL MATERIAL SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITER'S NOM. 6" APERTURE DOWNLIGHT WHEAT REFL �' o �' 1 ' LEDP60-2000-30K ' LABORATORIES INC. AND THE NATIONAL MANUFACTURERS ASSOCIATION. AS WILLIAMS 1 LED 120 -- -- 30 RECESSED 2000 Lm, 3000'K LED, 0-10V DIMMING (REQ, > � c o ;. y BRANCH CIRCUIT HOMERUN TO PANEL. NUMBER OF ARROWHEADS INDICATE NUMBER OF CIRCUITS. THREE WT-SCA-EDD120AD LV 2C WIRE) SLOPED CEILING (VERIFY ANGLE) o n ``' M� _11 CIRCUITS OF ALTERNATING PHASES MAY BE COMBINED IN ONE CONDUIT, HOWEVER THEY SHALL EITHER BE to = d 1' 3. ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL o EQUIPPED WITH DEDICATED NEUTRALS, COMMON TRIP CIRCUIT BREAKERS, OR HANDLE-TIES ON THEIR B WILLIAMS DIG-S24-232-WPR-E62 2 F32T8 120 1 ELECTRONIC 58 RECESSED 2'x4', 2-LAMP INDIRECT-DIRECT, PERF BASKET °' U D C) - CONTRACTOR. t° '� Q ) I BREAKERS. FLUORESCENT TROFFER �r ,��i _ x ' Q CEILING MOUNTED JUNCTION BOX 4. DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE ONLY THE GENERAL ARRANGEMENT. SEE C WILLIAMS 17-4-232-A 2 F32T8 120 1 ELECTRONIC 58 SURFACE NOM. 1 x4, 2-LAMP FLUORESCENT PRISMATIC � a o t . u ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. WRAP AROUND /I r`r� , =' FQQ WALL MOUNTED JUNCTION BOX C1 TBD TBD TBD TBD TBD TBD TBD 600 PENDANT DINING CHANDELIER TO BE SELECTED BY OWNER Cl) 00 r) 5. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE a) : AND INTERIOR DESIGNER M 4 SINGLE POLE SWITCH, 20A, 120 277 VOLT, +48 A.F.F. TO CENTER. DAY THE PROJECT IS ACCEPTED BY THE OWNER. �i N $ / LOGGIA & VESIBULE CHANDELIER TO BE B o U) C° C2 TBD TBD TBD TBD TBD TBD TBD 300 PENDANT �4 it E ' 3-WAY SWITCH 20A 120 277 VOLT +48" A.F.F. TO ENTER. 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL POWER CONNECTIONS TO HVAC, PLUMBING, AND SELECTED BY OWNER AND INTERIOR DESIGNER Y U rn $s / C OTHER EQUIPMENT AS REQUIRED. C3 TBD TBD TBD TBD TBD TBD TBD 300 PENDANT FOYER CHANDELIER TO BE SELECTED BY OWNER a- ",�, �I: �' �` " AND INTERIOR DESIGNER 1 6 - E I � DUPLEX RECEPTACLE, 15 AMP, 120 VOLT, +18 A.F.F. TO CENTER. FOR SINGLE 7. A COMPLETE GROUNDING SYSTEM SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250 4C.) � 0 � -9 RECEPTACLE ON A CIRCUIT, USE A 20A RECEPTACLE. OF THE NEC, AND AS SHOWN ON THE DRAWINGS. : , C4 TBD TBD TBD TBD TBD TBD TBD 600 PENDANT PRO SHOP CHANDELIER TO BE SELECTED BY Q ` "GFI" INDICATES GROUND FAULT PROTECTION OWNER AND INTERIOR DESIGNER c� -� ° ' I . "AFI" INDICATES ARC FAULT PROTECTION 8. ALL CUTTING AND PATCHING OF WALLS AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE ~_ - I - " C5 TBD TBD TBD TBD TBD TBD TBD 300 PENDANT WAITING/RECEPTION CHANDELIER TO BE N U ' k= WP INDICATES WEATHERPROOF RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. (� N ` ,' ` i "EX" INDICATES EXISTING TO BE REUSED SELECTED BY OWNER AND INTERIOR DESIGNER M c� SHADING INDICATES DEVICE TO BE MOUNTED 6" ABOVE COUNTER TOP BACKSPLASH TO CENTER U.O.N. 9. ALL WIRING SHALL BE INSTALLED IN GALVANIZED RIGID CONDUIT, INTERMEDIATE METAL CONDUIT, OR EMT. C6 TBD TBD TBD TBD TBD TBD TBD 20 PENDANT OVER BAR PENDANTS TO BE SELECTED BY r" EMT SHALL NOT BE USED IN OR UNDER CONCRETE SLABS, OR IN MASONRY WALLS. USE SCHEDULE 40 PVC OWNER AND INTERIOR DESIGNER OUTDOORS WHERE NOT SUBJECT TO PHYSICAL DAMAGE OR BELOW FLOOR SLAB. WOMEN'S RR CHANDELIER TO BE SELECTED BY P4 C7 TBD TBD TBD TBD TBD TBD TBD 60 PENDANT ., r �; DOUBLE DUPLEX (QUAD) RECEPTACLE BRANCH CIRCUITS RATED 30 AMPS OR LESS MAY UTILIZE TYPE MC FLEXIBLE METAL CABLE. SUPPORT OWNER AND INTERIOR DESIGNER ` rrr WITHIN 12" OF ALL CONNECTIONS AND NOT MORE THAN 4'-6" ON CENTER. C8 TBD TBD TBD TBD TBD TBD TBD 600 PENDANT EXTERIOR PROTECOCHERE CHANDELIER TO BE q HEAVY DUTY DISCONNECT SWITCH SELECTED BY OWNER AND INTERIOR DESIGNER ALL RACEWAYS (EXCEPT THOSE BELOW SLAB OR GRADE) SHALL BE INSTALLED PARALLEL OR D WILLIAMS LPT-24-332-S-A12125 3 F32T8 120 1 ELECTRONIC 88 RECESSED 2'x4', 3-LAMP FLUORESCENT PRISMATIC LENS, 40MOTOR PROVIDED AND INSTALLED BY MECH. CONTRACTOR, WIRED BY ELEC. CONTRACTOR PERPENDICULAR TO BUILDING LINES. GASKETED-EB3-UNV GAS ED, LAYIN TROFFER I111.1 NUMERAL INDICATE HORSEPOWER 10. BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS. MINIMUM SIZE E BEGHELLI UNO-HT-LR-W 2 LED 120 -- -- -- UNIVERSAL WHITE THERMOPLASTIC, RED LETTER, 90 MINUTE I L PANELBOARD, SURFACE OR RECESS MOUNTED. SEE SCHEDULE FOR DETAILS. SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL WIRE #8 AWG AND LARGER SHALL EXIT LIGHT 1 ---' BE STRANDED. ALL CONDUCTORS 10 AND SMALLER SHALL BE SOLID, UNLESS OTHERWISE NOTED. # Em BEGHELLI PEH-1 2 LED 120 -- -- -- WALL WHITE THERMOPLASTIC, TWO LED HEAD EMERG 4' FLUORESCENT STRIP FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. EGRESS LIGHT, 90 MINUTE BATTERY FEEDERS RATED GREATER THAN 150 AMPERES MAY UTILIZE 75'C COMPACT ALUMINUM CONDUCTORS OF -- __ 4 FT, 3000' LED STRIP FOR LIGHTING DORMERS 6} ` ,, EQUIVALENT AMPACITY, TYPE XHHW OR XHHW-2 INSULATION, EQUIVALENT TO ALCAN SERIES 8000 F COLOR KINETICS 350-000012-02 1 LED 120 15 SURFACE CONSULTANTS 2' X 4' FLUORESCENT LIGHTING FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. CONDUCTORS. CONTRACTOR TO VERIFY CONDUIT SIZES REQUIRED FOR ALUMINUM FEEDERS. (COORD DRIVERS) 0-10V DIMMING. COORD WITH GC FOR MTG STRUCTURAL li � ATOP MOULDING TO HIDE FROM VIEW ,, >- 's '' 'I 11 11. BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE THHN OR THWN AS REQ'D. PRECELAIN SOCKET WITH WIRE GUARD MCVEIGH & MANGUM G LEVITON KEYLESS SOCKET 1 40W A10 120 -- -- 40 SURFACE __ ENGINEERING, INC. PRISMATIC WALL BRACKET KITCHEN RR) 9133 RG SKINNER PARKWAY { +r ° l y;� !` 12. PROVIDE A PULLIMRE IN ALL EMPTY CONDUITS. . , 2' X 2' FLUORESCENT LIGHTING FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. H WILLIAMS 36" FLUOR VANITY 2 F25T8 120 1 ELECTRONIC 50 SURFACE -_ ( JACKSONVILLE, FL 32256 13. PROVIDE A TYPED DIRECTORY IN ALL PANELBOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF PH: 904.483.5200 "' ; LOAD BEING SERVED FOR ALL CIRCUITS. LP1 STERNBERG 1531RLED-FG-6ARC45T5 84 4500' 120 -- -- 95 POLE OMEGA LED, TYPE V DIST, DECOR ARM, 14' ' I 3314-T5.4-DB-DBT , °s SURFACE MOUNTED DOWNLIGHT FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. LED DIRECT BURY POLE (PARKING), DARK BRONZE MP&FP 11 ,I 1 14. PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANELBOARDS AND DISCONNECT SWITCHES, BLACK FFL ARM MCVEIGH & MANGUM ® RECESSED DOWNLIGHT FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. LETTERS ON WHITE BACKGROUND. 1531RLED-FG-6ARC45T2 ,, LP2 STERNBERG 84 4500' 120 -- -- 95 POLE OMEGA LED, TYPE II DIST, 20' DIRECT BURY ENGINEERING, INC. 15. FUSES 0 - 600 AMPS SHALL BE UL CLASS "RK-1" LOW PEAK DUAL ELEMENT TIME DELAY WITH 200 000 3320-T5.4-DB-DBT LED POLE (ROADWAY) DARK BRONZE 9133 RG SKINNER PARKWAY • WALL MOUNTED LIGHT FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. FFL ARM J AMPERE INTERRUPTING RATING AS MANUFACTURED BY BUSS UNLESS NOTED OTHERWISE. JACKSONVILLE, FL 32256 1 STERNBERG 1521 RLED-FG-4ARC45T5 56 4500' 120 -- -- 65 POLE OMEGA LED, TYPE V DIST, 12 DIRECT BURY TRACK LIGHT FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. LP3 PH: 904.483.5200 , 16. VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH 3312-T5.4-DB-DBT LED POLE (POOL AREA) DARK BRONZE ' w LOCAL POWER COMPANY PRIOR TO PROJECT START-UP. NOTIFY ENGINEER OF ANY CHANGES AS MAY BE FFL ARM ELECTRICAL x L.E.D. EXIT LIGHT, SHADING INDICATES ILLUMINATED FACE, ARROWS INDICATE CHEVRONS. 1 , ` ;k 0 ® SEE FIXTURE SCHEDULE FOR DETAILS, REQUIRED. LP4 GARDCO DF12-NSP-400PSMH 1 400W PSMH 208 1 PULSE START 455 POLE 400W METAL HALIDE NARROW SPOT ON 20' MCVEIGH & MANGUM Q POLE ENGINEERING, INC. = rp 17. PROVIDE SCHEDULE 40 PVC CONDUIT UNDERGROUND FROM TELEPHONE EQUIPMENT ROOM TO CONNECTION Lb EMERGENCY EGRESS LIGHT. SEE FIXTURE SCHEDULE FOR DETAILS. DF12-NSP-400PSMH 1 400W PSMH 208 400W + 750W METAL HALIDE NARROW SPOTS, 9133 RG SKINNER PARKWAY POINT AS DIRECTED BY LOCAL TELEPHONE COMPANY. LP5 GARDCO 2 PULSE START 1355 POLE , o DF12-NSP-75OPSMH 1 75OW PSMH 208 BULL HORN, ON 20 ANCHOR BASE POLE JACKSONVILLE, FL 32256 Z TELEPHONE OUTLET, SAME HEIGHT AS ADJACENT RECEPTACLE, WITH 3/4" CONDUIT PH: 904.483.5200 ® 18. ALL TERMINALS, SPLICING CONNECTORS, LUGS, ETC. SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL DF12-NSP-400PSMH 1 400W PSMH 208 400W NARROW SPOT + 750W MED FLOOD METAL ; '` STUBBED OUT ABOVE ACCESSIBLE CEILING. "W" INDICATES 60" AFF MOUNTING. LP6 GARDCO 2 PULSE START 1355 POLE ,� (CU/AL) OF THE CONDUCTOR AND SHALL BE PROPERLY INSTALLED. DF12-MFL-75OPSMH 1 750W PSMH 208 HALIDE, BULL HORN, ON 20' ANCHOR BASE POLE ,i , 1 o a COMPUTER OUTLET, SAME HEIGHT AS ADJACENT RECEPTACLE, WITH 3/4" CONDUIT 1g. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM LP7 GARDCO (2) DF12-NSP-40oPSMH 2 40OW PSMH 208 2 PULSE START 910 POLE (2) 400W METAL HALIDE NARROW SPOT, BULL 11 L °,I , , :# w STUBBED OUT ABOVE ACCESSIBLE CEILING. W INDICATES 60 AFF MOUNTING. FOREIGN MATERIAL DURING CONSTRUCTION (PAINT, SPACKLE, ETC.). HORN ON 20' ANCHOR BASE POLE I• -.i'I I z S WILLIAMS 76-4-232-EB2 2 F32T8 120 1 ELECTRONIC 58 SURFACE 4', 2-LAMP FLUORESCENT STRIP LIGHT ° ® COMBINATION TEL/DATA OUTLET, SAME HEIGHT AS ADJACENT RECEPTACLE, WITH 20. PENETRATIONS OF REQUIRED SMOKE PARTITIONS SHALL BE SEALED USING METHODS APPROVED UNDER THE -- ,.., Z 1 CONDUIT STUBBED OUT ABOVE ACCESSIBLE CEILING. STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE 1 K DECORATIVE WALL SCONCE TO BE SELECTED BY 1 © FIRE ALARM PULL STATION THAT THIS SMOKE STOPPING IS ACCOMPLISHED. W1 TBD TBD TBD TBD TBD TBD TBD 40 WALL OWNER AND INTERIOR DESIGNER - LOCKER/TOIL 1. , 3 21. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE-RESISTIVE WALL, FLOOR, OR PARTITION FOR DECORATIVE WALL SCONCE TO BE SELECTED BY REVISION DATE CEILING MOUNTED HEAT DETECTOR W2 TBD TBD TBD TBD TBD TBD TBD 40 WALL OWNER AND INTERIOR DESIGNER - FOYER ;, 4 ;; o �" THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL OFFICE REVIEW-STRUCTURAL 09/12/13 ' ate. COMMUNICATION AND/OR SIGNALING CIRCUITS, THE OPENING AROUND THE RACEWAY SHALL BE FIRE r ° Q CEILING MOUNTED SMOKE DETECTOR STOPPED PER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE W3 TBD TBD TBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY 3 _� - OWNER'S REVIEW SET 09/18/13 :h MAINTAINED TO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED. USE APPROVED ASSEMBLIES SUCH OWNER AND INTERIOR DESIGNER - MAIN DINING 1� Z Q DUCT MOUNTED SMOKE DETECTOR AS THE FOLLOWING: W4 TBD TBD TBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY (REVIEW) UP TO 1 PENETRATIONS OF 1 2, 3 & 4 HOUR GYPSUM WALLS - U.L.#WL1001 75/ PRICING SET REVIEW 10/02/13 t g'11e a ❑a AUDIBLE/VISUAL ALARM DEVICE OWNER AND INTERIOR DESIGNER - DINING NOOKS UP TO 4" PENETRATIONS OF 1 & 2 HOUR GYPSUM WALLS - U.L.#WL1001 .' �::�, '° ¢ DECORATIVE WALL SCONCE TO BE SELECTED BY COORDINATION SET(REVIEW) 11/13/13 I VISUAL ONLY ALARM DEVICE UP TO 4" PENETRATIONS OF 1 & 2 HOUR CONC. OR BLOCK WALLS & FLOORS - U.L.#CAJ1009 W5 TBD TBD TBD TBD TBD TBD TBD 40 WALL m UP TO 4" PENETRATIONS OF 3 & 4 HOUR CONC. OR BLOCK WALLS & FLOORS - U.L.#CBJ1020 OWNER AND INTERIOR DESIGNER - GRILL BOOTH ' a DECORATIVE WALL SCONCE TO BE SELECTED BY ' 22. IN REQUIRED FIRE RATED WALLS AND PARTITIONS, OPENINGS FOR INSTALLATION OF BOXES THAT ARE W6 TBD TBD TBD TBD TBD TBD TBD 40 WALL ' 3 + ELECTRICAL ABBREVIATIONS GREATER THAN 16 SQUARE INCHES SHALL BE PROTECTED AS REQ'D BY U.L. COORDINATE CLOSELY WITH OWNER AND INTERIOR DESIGNER - EXTERIOR LG z THE GENERAL CONTRACTOR TO INSURE THAT THE INTEGRITY OF THE U.L. RATING IS MAINTAINED. W7 TBD TBD TBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY ' ¢ A AMPERE HT HEIGHT OWNER AND INTERIOR DESIGNER - EXTEROR SM - ? 23. UNLESS SPECIFICALLY NOTED AS DEDICATED HOMERUNS MAY BE COMBINED AS MULTI-WIRE BRANCH o STERNBERG 1521RLED-FG-OIWB- 56 4500' 120 -- -- 65 DECORATIVE WALL BRACKET MATCHING LP3 FOR I' II.< w A.F.F. ABOVE FINISHED FLOOR J.B. JUNCTION BOX CIRCUITS. UNLESS OTHERWISE INDICATED, HOMERUN RACEWAYS SHALL NOT SERVE MORE THAN 3 CIRCUITS. W8 WALL i, 4ARC45T3R LED KIDS AREA OF POOL MTD AS HIGH AS POSSIBLE a A MAXIMUM OF THREE 20A BRANCH CIRCUITS MAY BE COMBINED IN A COMMON HOMERUN SHARING A ON TENNIS BACK WALL ENGINEER'S SEAL I, Z COMMON NEUTRAL (PROVIDE CIRCUIT BREAKER HANDLE TIES.) AT CONTRACTOR'S OPTION, SEPARATE A.F.G. ABOVE FINISHED GRADE KVA KILOVOLT-AMPERE NEUTRALS MAY BE PROVIDED FOR MULTI-WIRE BRANCH CIRCUITS FOR A MAXIMUM TOTAL OF SIX CURRENT z � , -- o AWG AMERICAN WIRE GAGE M.C. MECHANICAL CONTRACTOR CARRYING CONDUCTORS IN THE RACEWAY (NO HANDLE TIES REQUIRED.) UNLESS OTHERWISE NOTED, ALL -- U BRANCH CIRCUITS LARGER THAN 20A SHALL BE SEPARATELY HOMERUN TO THE PANEL. I y N w C CONDUIT NEC NATIONAL ELECTRICAL CODE CATALOG NUMBERS AND MANUFACTURERS ARE TO INDICATE TYPE AND QUALITY OF 11 , n, � 24. ALL RACEWAYS SHALL BE CONCEALED UNLESS OTHERWISE NOTED AND THAT THE ELECTRICAL CONTRACTOR FIXTURE DESIRED. SUBMIT CUTSHEETS OF ALTERNATE MANUFACTURERS FOR ARCHITECT AND 1.r ' " ` w SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CONCEALING RACEWAYS AFTER (INITIAL) BLOCK CB, CKT BKR CIRCUIT BREAKER N/L NIGHT LIGHT CONSTRUCTION. OWNER APPROVAL PRIOR TO PURCHASE OF ANY FIXTURES. ALL FLUORESCENT LAMPS SHALL ° BE ENERGY SAVING TYPE. ALL INCANDESCENT LAMPS SHALL BE 130V RATED. 0 CLG CEILING PNL PANEL o , g E.C. ELECTRICAL CONTRACTOR PVC POLY-VINYL-CHLORIDE (SCHEDULE 40, U.O.N.) pil p( i f I (n ES ENERGY SAVING U.O.N. UNLESS OTHERWISE NOTED. - F I I i ,;' ,1_,. EMT ELECTRICAL METALLIC TUBING V VOLT D i, �- FACP FIRE ALARM CONTROL PANEL VA VOLT-AMPERE } 0 x GFI GROUND FAULT CIRCUIT INTERRUPTER W WATT i , o ` HOA HAND-OFF-AUTOMATIC WP WEATHERPROOF D CADD DWG. FILE NO. 1�71l,f i'- g ° >. ..j . ..' w HP HORSEPOWER W SCALE �. L � �,:� U) AS SHOWN i � 's . j� m DRAWN BY tcn t i ` Y `�" ` ' °'�' BRANCH CIRCUIT VOLTAGE DROP TABLE LEGAL DESCRIPTION ., 'L 11 � � ,I _ a � t F i CIRCUIT LENGTHS '' Q 120/20�V SYSTEM OVERCURRENT PROTECTION SIZE 100' 175' 250' 350' PROJECT PHASE k ,"",� L ' i ° I Z '` o 4, z_ 15A/20A #12 #10 #8 #6 0 w 6 4 PRICING SET i ti t } 30A #10 #8 # # PROJECT NUMBER ty! W 40A #8 #6 #4 #3 18-11-_ , ,= i 50A #6 #4 #3 #2 �I c� _ __ _ I W 60A #6 #4 #3 #2 ,_-_-i ,....�� r.. --I._..:l a r^`_:: 1 ' fi 70A #4 #3 #2 #1 ' , p ` R r! J Q f ,ti �`"., 8oA #3 #2 #1 #1/0 Lj� DEC 7 3 2013 ,_ 90A 2 1 1 0 #2/0 NEW CONSTRUCTION D # # # / # / } , $ ' rn W NOTES: 3 0 cif � - � i s� i z ATLANTIC BEACH, FLORIDA iif ca „ 0 1. BRANCH CIRCUIT CONDUCTORS TO BE ADJUSTED FOR VOLTAGE DROP OF o Q 3%. I , 'I Z _ f IIAATLANTIC BEACH NOTES: 11 ( w 1. THE LARGER OF THE WIRE SIZES INDICATED IN THE PANEL SCHEDULES AND Z THE VOLTAGE DROP TABLE ABOVE, SHALL BE USED. COUNTRY CLUB ° 2. WHERE THE WIRE SIZE IS LARGER THAN THE MAXIMUM WIRE SIZE TERMINAL t t.`` ` w " OF THE EQUIPMENT, PROVIDE A JUNCTION BOX AND SPLICE DOWN TO THE M Q M cVEIGH & MANGUM t, LARGEST WIRE SIZE POSSIBLE. THE BOX SHALL BE LOCATED AS CLOSE TO o THE TERMINATION AS POSSIBLE, BUT NO FARTHER THAN 15 FEET. ENGINEERING - INC ELECTRICAL NOTES, { ; # I t7 9133 R.G. Skinner Parkway LEGEND, AND Jacksonville, Florida 32256 FIXTURE SCHEDULE f t : Ph: (904)483-5200 Fax: (904)636-6770 i� M o CA 6330 email:mail@McVeighMangum.com ` r d Eng.of Record: Thomas C.Nielsen License No.: 53492 a �.�, \ °U k N 11 f - These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection EO . 1 _1 4L .�� " '�` -, *F**� I F 11 -0-1 ­ ,�i� 1 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and ` f`i Y u' t.L _' composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of ,_111 '; 5'' ,+,' :` ,� these materials can result in substantial criminal and civil liability. I " n .s 4 -�� pLp 11 � XI� i ,`" _-.___ _-.-_._ __. __... _ - - , -. .. .. .. : ..._.,,. , - _ - a .. _ - ___ - ..__ -. a_. ' I t [(! OT INGS DO N FYARCHITEC ARCHITECT DAR DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES +I ria, . +` I i ! I I O LO CN N O a N PANELi I-� m t i �,.�JCD M {xr, •2 0o LO C)LL � .O Y O- C O CDCD 0) X < u' in li —SEE PNEL SCHEDA MDP' r� t`°�� �.srt' V �.{. O V N_ (n 00 Cl? i L O (n O I M f O O ci OL) coo d. U + N F _ _ t ----- O I I I I I I TC � 1 208V I ~ j PANEL I1 3 POLE I I PANEL PANEL PANEL PANEL PANEL N E.C. TO INSTALL JEA MDP I NEMA 1 1 I EM K L EMA AC ' FURNISHED METER. I I 200A I I LC1 LC2 PROVIDE 8'x6"X6" CONC I I ATS POST SET 36" INTO GRADE. I r— -� l PROVIDE 2"C FOR JEA . PROVIDED METERING WIRING. E.C. TO INSTALL JEA -I FURNISHED TRANSFORMER r PAD. VERIFY WITH JEA NAT. GAS GENSET PRIOR TO BID. a 1120Y/240V, 3—PHASE 1 1 BASE BID = FEED 'EM' DIRECT 1 55kW�69kVA i I 120/208V, 3� FROM PANEL MDP VIA WIREWAY. ! GENERATOR SYSTEM ALTERNATE SCOPE ( 1 I SERVICE I PROVIDE ALTERNATE BID FOR 1 200A GENERATOR SYSTEM COMPLETE. TRANSFORMER #3/0 CU ( I I CONSULTANTS i L- — — I SEE PANEL PROVIDED BY JEA 2 SEE C4 E0.2 I I I SCHED EM' _�_ I I / I I STRUCTURAL MCVEIGH & MANGUM 1 I ENGINEERING, INC. I 1 I 9133 RG SKINNER PARKWAY 1 1 1 I I I I JACKSONVILLE, FL 32256 LJ PH: 904.483.5200 f _ I i �`--- -----L------- — ----- --- — ------------------- — — — — ---------� I I MP&FP s} } ;` I t ---- ---------------------------------------------------------------------------------------------- MCVEIGH & MANGUM #2/0 CU GND TO I ENGINEERING, INC. 3 9133 RG SKINNER PARKWAY uj —5/8 x 8=0 CU ROD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _j JACKSONVILLE, FL 32256 r PH: 904.483.5200 _ 1 POWER RISER DIAGRAM - CLUBHOUSE ELECTRICAL MCVEIGH & MANGUM E0.2 NOT TO SCALE ENGINEERING, INC. ,E 9133 RG SKINNER PARKWAY p JACKSONVILLE, FL 32256 P,'r Y # . I Z PH: 904.483.5200 O 0 + �+ o LANDSCAPE ARCHITECT Z EUTHENICS STUDIO ° w t U) 1650 BEACH AVENUE 1. L O .. i O ATLANTIC BEACH, FL 32233 w PH: 904.246.6219 t � of POOL BLDG BREEZEWAY TENNIS SHOP ' POOL PUMP YARD REVISION DATE I EXTERIOR PERMIT SET 12/13/13 t O A. + a ' � Z j Q LU PANEL I PANEL PANEL PANEL I _ Z P ! TS PA T J. �t r l „a m It �! ! i i � Z „ w t a ^ U SEE PANEL 'P' � ENGINEER'S SEAL i SCHEDULE Aly�y F !' t Q Uj ' � 5 0 I � � 0 5 �.,. l .. ui #1/0 CU #1/0 CU r) G.E.0 G.E.0 l o SEE 3/E0.2 SEE 3/E0.2 ,d POWER RISER DIAGRAM - of LU K2� POOLZTENNIS SHOP BLDG & TENNIS COURTS I D �.2 NOT TO SCALE CADD DWG. FILE NO. , - ry e 4a € w r + 5 rs G SCALE r co AS SHOWN a:l w M _ �• ,, DRAWN BY tcn 1 Y r----------------i { j SERVICE I LEGAL DESCRIPTION � ; ENTRANCE EQUIP. ' #6 CU, MINIMUM I t.' O GROUND BUS �__-__ -_ -- __- , EXOTHERMIC WELD KEY NOTES. (THIS SHEET ONLY) TO BLDG STEEL a NEUTRAL BUS (WHERE AVAILABLE) 1 E.C. TO INSTALL JEA FURNISHED PRIMARY CONDUITS WITH PULLWIRE ; AND LONG SWEEP ELBOWS AS REQUIRED. VERIFY ALL INSTALLATION PROJECT PHASE ` d GROUNDING ELECTRODE CONDUCTOR REQUIREMENTS WITH JEA PRIOR TO BID. s " $ > AS INDICATED ON POWER RISER DIAGRAM INTERSYSTEM BONDING PERMIT SET x BAR PER NEC 250-94 (SIZE PER NEC TABLE 250-66, MIN.) O PROVIDE SECONDARY ELECTRICAL SERVICE: (4) SETS OF PROJECT NUMBER 4-350MCM IN 3"C EA; 30" MIN COVER WITH RED WARNING GROUND CLAMP ON TAPE AT 12" BELOW GRADE. 18-11-_ { rn 3/4"DIA X 10'-0" CU #6 CU. MIN, IF NO METALLIC WATER MAIN GROUND ROD DRIVEN METALLIC WATER MAIN, PROVIDE (1) 1"C AND (1) 1-1/2"C FOR BATTERY, BLOCK I #4 CU, MINIMUM O 3 Q TO f3" BELOW FINISH CONTINUE FULL SIZE HEATER, CONTROLS AND MONITORING. 9 GRADE GEC ° w a CONC. FOUNDATION 200A STANDBY FEEDER: (4) #3/0, (1) #4G, 2"C; 30" MINS 1 �� 2013 NEW CONSTRUCTION E OR FOOTING IN DIRECT 4 o COVER WITH RED WARNING TAPE AT 12" BELOW GRADE. e✓ CONTACT WITH EARTHUj PROVIDE SHORT PVC SLEEVE OR OTHER 400A SERVICE FEEDER: 2 SETS OF 4 3 0, 2"C EA; 30" = DESIGNATION ACCEPTABLE TO THE LOCAL 20' OF 1/2" GAL. STEEL ROD O ( ) # / ATLANTIC BEACH, FLORIDA a INSPECTOR TO IDENTIFY ROD AS PROPERLY 2 MIN. CONCRETE COVER MIN COVER WITH RED WARNING TAPE AT 12 BELOW GRADE. - INSTALLED, BONDED w ATLANTIC BEACH o 0 20 IN. w ( ) 3 GROUNDING DETAIL COUNTRY CLUB o E0.2 NOT TO SCALE MCVEIGH MANGUM ENGINEERING • INC ELECTRICAL ' t 9133 R.G. Skinner Parkway RISER DIAGRAMS Jacksonville, Florida 32256 T' i {, „ M r Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mail@McVeighMangum.com # M p Eng.of Record: Wayne D.Mangum License No.: 40178 K S1{ \ 0 X 4 y V s4 _. T +: These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other EO . 2 r + : _elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 4tp L ' � r Z , VOLTAGE: 120/208 PH:3 WIRE:4 ENCLOSURE: NEMA1 VOLTAGE: 120/208 PH:3 WIRE:4 ENCLOSURE: NEMA1 VOLTAGE: 1257208 PH: 3 WIRE: 4 ENCLOSURE: NEMA1 BUSSING: 225A CU PANEL: K MOUNTING: SURFACE BUSSING: 1200ACU PANEL: MDP PANEL- EM BUSSING: 200A CU MOUNTING: SURFACE MOUNTING: SURFACE MAINS: MILO BRACING: 35 KAIC.SYM. MAINS: 1200A MCB BRACING: 35 KAIC.SYM. MAINS: MLO BRACING: 35 KAIC. SYM. INCOMING: BOTTOM LOAD PER PHASE GROUNDBAR INCOMING: BOTTOM GROUND BAR INCOMING: BOTTOM LOAD PER PHASE LOAD PER PHASE GROUND BAR CKT 1 A TRIP A B C CKT TRIP GND WIRE CONDUIT CONT. POLE DESCRIPTION DESCRIPTION POLE CONT. CONDUIT WRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT CONT. POLE DESCRIPTION DESCRIPTION POLE CONT. CONDUIT TRIP 6 C CKT TRIP GND WIRE CONDUIT CONT. POLE DESCRIPTION DESCRIPTION POLE CONT. CONDUIT WIRE GND ................................... ......- ..................................................................- .......... .......................................... ............ ....................... .............................................. .......................... 2 SO 1 5.9 k 11 1 i i! T; 16 2 20 2 12 1/2 1 AIR C JRTAINS 2 1 19.0 1. 1 1.1 1.8 "1 k 18 4 WALK IN COOLER 0 1-1/4 4 200 �3 /0 2 PANEL L 8 12 12 1/2 1 CONVIEN RECPTS PANEL EM 3 2 3/0 6 4 200 6 3 3 70 3 3 4 DISHWASHER 8.9 3 1/2 12 12 20 3 20 12 12 1/2 3 MEN 5�9 4 20 1.1 1 8 CONDENSER CONDENSER 12 1/2 1 WARMER 5 20.6 6.4 5 6 5.9 O�7 6 20 12 5 6 q-- SIM 7 21.1 40.6 1/2 12 12 1 20 7 0.4 0.7 j 1,1(i-,�,"""",�,"", -%I L DISH HOOD 1/2 12 6 ZU 12 12 1 TEA STA VV/11,4 %,%JNJL- L-YrNi U L-L-1 N L_V r 1,j J- 8 1�8 2 "'2 pw�T�n�m 1 21.3 39.5 MICROWAVE J� 20 9 1.6 14 2 1 COFFEE STA PANEL K 3 6 200 9 0,M W, 2 3/0 400 3 (2)3/0 (2)2 3 PANEL M 1).0 I.0 I U 2 B 4", __j 30 10 10 1/2 20 11 4/.b 12 --1.1--­­­­r-_­�-�-_­­­­­­­­­­- ­­............................ ISM 3.5 1.0 12 HOLDING CAB 1 12 12 2 1.0 WALK IN FREEZER EER PAK 12 20 12 12 1/2 SODAIBEER CASE 1) 1 6 10 50 ........... ........... ........... CONSENSER 14 1.8 0.4 1 CONVEN RECPTS 13 24.1 HOLDING CAB 12 12 1 20 13 %�`�'20 K5 4 20 12 12 1/2 13 3.5 1.0 BEER PAK 1 b 200 15 12 12 1/2 1 MICROWAVE SPARE 3 __ i T 1 _F_ - 30 10 10 1 2 2 HOLDING CAB 1 1/2 12 20 15 p,,,g 20 2.4 16 225 4 4'0 1 2-1/2 PANELAC W/IN FREEZE EVAP/LTS M�Ia 3 2 20 15 1.6 1 13 18 20 12 12 1/2 1 FREEZER/REFRIG 23.4 18 ICE MACHINE LO 17 WARMER 2 12 20 2 0) 1/2 12 0 8 3/4 CONDENSER C) 0 12 12 1/2 1 CONVIEN RECPTS 19 20 KSF-1 3 1/2 12 12 0.7 2.5 19 1.6 1 0.6 fff _?0 15 9 N 1-1/4 3 _W7 ETF22 20 12 12 1/2 21 co 1�6 0.4 22 RTU-1 0.7 0.2 1 ICE MACH CUBER 20 12 12 1/2 1 CONVIEN RECPTS SPARE 3 100 1 21 22 100 8 2 WARMER 2 1/2 12 12 4u CD 1/2 23 1011,11 `1 1" 16 1 09 24 20 12 12 1/2 1 2-DR REFRIG 23 23 .3 1.0 24 20 12 12 KITCHEN LTS ------------------------------ -------- ------ ------ ------------------------------------------------­ -------------------------......... -------------- ---------------- ---------- -------------- ------------------------------------------------ 26 20 12 1 12 1/2 1 2-DR REFRIG i 25 26 KEF-11, KEF-2 1/2 26 , 20 1 U.C.FREEZER 1 1/2 12 12 20 1 25 1 0.5 09 C) 3 12 12 20 25 1.3 1.2 12 12 TCHEN LTS u- C� 0 Lo J,� a CN 00 281 20 BAG-N-BOX 20 27 1.6 1 0.4 1/2 1 SLICER SPACE 3 27 28 C)MICROWAVE 1 12 12 12 3 SPACE 1.3 0.8 12 12 1/2 1 CONVIEN RECPTS 1 1/2 12 12 1 20 29 30 20 1 12 12 1/2 1 MICROWAVE 29 30 HOOD LTS.CONTRLS 1 1/2 12 12 20 C) 0.7 1.6 29 > SODA TOWERS 1.7 0.6 30 20 1Z I SPARE 1 32 20 1 SPARE 20 1-2 ICA OI/A 112 12 12 1 CONVIEN RECPT 3 32 1 31 20 12 12 1/2 32 _�e CD Z I Z. I KIT OFFICE 3 SPACE WH-2 (KITCHEN) 1 1/2 12 12 20 33 0.5 0 1)117 zu I 34 COFFEE STA 1 1/2 12 12 20 1 33 1.8 0.1 20 12 1/2 1 SHUNT TRIP PWR SPACE 3 33 J4 1 37 2.2 2.6 U) LL 20 12 12 1/2 37 38 FRYER TEA STA 1/2 12 12 20 35 35 POS 1 1/2 12 12 20 1,2 36 1 11 VVA I ER SO 'TEN ER 136 KITCHEN SHUNT TRIP 0.4 0.6 36 20 12......... big MN COFFEE STA 1 1/2 12 12 20 37 1.8 0.8 r,M C) 40 3 0 10 10 1/2 3 WATER PUMP SYS C4 0.9 14 U SHUNT TRIP TVSS 3 1 6 10 60 39 40 3 8 2.6 L6 "T 7r,, 12 1 FRYER 41 42 41 42 CHEFBASE 1 1/2 12 12 20 0.7 0.8 42 20 12 C) REFRIGERATOR 1/2 12 12 1 20 39 SPACE PANEL EMA 3 1 6 10 60 39 00 41 1/2 1/2 20 43 0.7 CHEFBASE 1 12 12 44 SHUNTTRIP TOTAL KVA PER PHASE 120.3 113.1 121.5 CONN DEM DENI SPACE 1 44 1 SPACE 2 12 1 20 45 u 12 12 1/2 FRYER TOTAL CONNECTED KVA 359.9 LOAD FACT LOAD SPACE 1 -- -- -- 45 46 1 SPACE FUTURE REFRIG 1 1/2 1 04 -TRIM CD U) 48 -- -- -- 47 SPARE 1 20 47 48 SHUNT TRIP LIGHTING LOAD 18.7 1.3 23.4 SPACE 1 1 SPkCE C) do) SPARE 20 49 1.1 �4 50 20 12 12 1/2 1 OVEN NOTES: 5 RECEPTILOAD 29.4 NEC 19.7 CE 49 0 SPACE Ilk, SPA 1 0 SPARE 52 HUNT TRIP 1.+INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER, HVAC LOAD 209,5 1.0 209�5 ai 1 51 S SPACE 1 51 52 1 SPACE 2 I I I............ 1.1 54 1 20 12 12 1/2 OVEN 2.PROVIDE'HACR'RATED BREAKERS FOR HVAC EQUIPMENT, EQUIPMENT LOAD 43.1 1.0 43.1 SPACE 54 1 SPACE SPARE 1 53 53 TO 56 20 55 SHUNT TRIP 3.ALL SINGLE POLE BREAKERS SHALL BE'SWD'RATED. KITCHEN LOAD 59.2 O�7 38.5 SPACE 1 SPACE 0 SPARE 57 SPARE CN SPARE 1 1 SPACE 5.PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 928 SPACE 1 20 U.4 58 20 12 12 1 1/2 1 CONVIEN RECPTS 4. INDICATES GFCI BREAKERS. TOTALLOAD 359.9 334�2 SPACE 1 1 SPACE ..........[_ SPACE C 00 TOTAL KVA PER PHASE 211 21.3 20.9 DENI 19 n gn DEM TOTAL KVA PER PHASE 184 .6 LOAD FACT LOAD TOTAL CONNECTED KVA 63,3 TOTAL CONNECTED KVA 58.0 LOAD FACT LOAD 6.4 1.3 8.0 LIGHTING LOAD 1.3 NOTES: RECEPTLOAD 3.5 NEC 3.5 NOTES: RECEPT LOAD 4.4 NEC 4.4 1.+INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD 0.6 1.0 0.6 VOLTAGE: 120/208 PH:3 WIRE:4 ENCLOSURE: NEMAI 1. + INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD 7.4 1.0 7.4 2.PROVI DE'HACR'RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 1.0 BUSSING: 225A CU PANEL: K40UNTING: 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 39.8 1.0 39.8 3.ALL SINGLE POLE BREAKERS SHALL BE'SWD'RATED. KITCHEN LOAD 59.2 0.7 38.5 MAINS: MILO BRACING: 35 KAIC,SYM. 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 4. INDICATES GFCI BREAKERS. TOTALLOAD 42.6 63.3 INCOMING: TOP LOAD PER PHASE, GROUNDBAR 4. INDICATES GFCI BREAKERS. TOTAL LOAD 58.0 59.6 .................................... . ....... ............. .................. ................................... ..................... POLE CONT. CONDUIT WIRE GND TRIP CKT A B CONDUIT CONT. : POLE 5. PROVIDE HANDLE TIES FOR MULIWIRE BRANCH CIRCUITS. 165 C 5.PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 118 DESCRIPTION C KT TRIP GND WIRE DESCRIPTION PRO SHOP DNLTS 1/2 12 12 20 1 0.4 1.0 2 20 12 12 1/2 1 OFFICE RCPTS ................... ........................ .............................................................. ........... ---------- --___--............................................ ................. .................... ................ 0.8 ENTRY RECPTS PRO SHOP PEND 1/2 12 12 20 1 3 0.6 4 20 12 12 1/2 L .............. .... ENTRY RECPTS 12 12 1/2 1 PRO SHOP OFF LTS 1 1/2 12 12 5 0.2 1.2 6 20 ............................................ .................................................................................................... ............ ........... ......................................................................................... ............................................................................................................. LOGGIA LIGHTS 1 1 12 12 1 1/2 20 7 1.5 8 20 1/2 OFFICE RCPTS ENCLOSURE: NEMA1 DINING PENDANTS 1 1/2 IZ 4V V 1,8 1 VOLTAGE: 120/208 PH:3 WIRE:4 W 20 12 12 VOLTAGE: 120/208 PH: 3 WIRE: 4 ENCLOSURE: NEMA 1 .2 CONSULTANTS 0.7 1.6 12 20 1 12 12 1/2 1 BUSSING: 60A CU MOUNTING: BUSSING: 400A CU DINING SCONCES 1 1/2 12 P 'AN EL' M PANEL- EMA MOUNTING: 1A 12 MAINS: MLO BRACING: 10 KAIC.SYM. DINING DOWNILTS 1 1/2 12 12 20 13 0.3 14 20 MAINS: MILO BRACING: 10 KAIC. SYM. INCOMING: BOTTOM LOAD PER PHASE GROUNDBAR DISPLAY CABINETS 1 112 12 12 20 1F INCOMING: TOP LOAD PER PHASE C CKT TRIP GND WIRE CONDUIT CONT, POLE DESCRIPTION KIT LIGHTS 1 1/2 12 12 20 17 1,U 18 20 VEIGH & MANGUM DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A B I 1 SPACE DESCRIPTION POLE CONT. CONDUIT WRE GND TRIP CKT A B C CKT TRIP GND WRE CONDUIT CONT. POLEI UrIZOLIKIr 1 IUN 20 EERIN IN 1 7,8 10.0 2 KIT LIGHTS 1/2 12 12 19 1.2 20 0 SPACE 1 1/2 12 12 20 1 2 20 12 12 1/2 1 TOILETS 1 1 "., W IWN 3 A 9 1.3 k 22 133 RG SKINNER PARKWAY 3 1/2 1 7.8 10.0 AHU-5 SPARE 1 20 21 20 1 SPACE 1 12 12 20 0.5 1+ /2 1 WOMEN'S LOCKER AHU-2A 3 1-1/4 2 8 go 3 4 110 1-1/4 ---------------- 0.7 1 SPACE GRILLE LIGHTS 1 0 5 1.1 6 20 12 12 1/2 1 23 24 20 5 7.8 10.0 1 6 JACKSONVILLE, FIL 32256 SPARE 1 20 MEN'S LOCKER PH: 904.483.5200 1/2 12 20 25 0.5 1 SPACE 1 1/2 12 1 4V 0.2 0.5 WH- HOWERS) 7 ; I 7.8 8 20 1 SPARE PATIO FANS 1 12 New 3=4*ml 7.8 10 20 1 S 1-1/4 SPACE SPARE 1 SPARE MP&FP 10 20 -1 SPARE EXTERIOR WALL LT 1 1/2 12 1 12 20 27 AHU-213 3 2 90 9 14 U.4 FIRE PIT AREA 1 1/2 12 1 12 20 29 20 11 12 20 1 SPARE 1 SPACE SPARE 1 - --------------- 45 10 6 1 2 AHU-6 MCVEIGH & MANGUM 13 14 LAWN STEP LTS 1 1/2 12 12 20 1 0.4 32 1 SPACE AHU-3 2 314 8 10 35 7 7*7 ARM 9133 RG SKIN ER PARKWAY 15 2�6 6.3 16 LAWN POWER 1 1/2 12 12 20 33 3 10 3/4 1 MAIL KIOSK/ENTRY 80 1-1/4 AHU-7 -771= 0.4 LAWN POWER 1/2 12 1 T WE 7 1 SPACE -FI 3-2 3-6 18 Lj 1 6 10 JACKSONVILLE, FL 32256 AHU4 2 45 PRO SHOP RECPTS 37 38 1 SPACE 20 20 12 12 1/2 1 PH: 904.483.5200 0.7 0 MEZ LTS/REPTS/Divii 1111j I e_ 0.7 0.9 22 20 12 12 1/2 1 PRO SHOP RECPTS TVSS 3 1/2 10 10 30 :i9 4U 4 8 ROAWAY LTS .2 12 20 21 W 0.9 ELECTRICAL 12 1/2 OFFICE, LOCKER REC SPARE 20 23 1,1 24 20 Ve 41 3/4 1 42 20 10 10 ...KING LOT LTS 0 SPARE 20 25 26 20 12 1 12 1/2 1 WOMENS LOCKER REC TOTAL KVA PER PHASE 7�9 8.9 6A DEM MCVEIGH & MANGUM 0.4 1 WOMEN'S RR RECPTS TOTAL CONNECTED KVA 23,2 20 27 28 20 12 12 1/2 LOAD FACT LOAD ENGINEERING, INC. SPARE 1 SPARE 1 20 29 0.6 30 20 12 12 1/2 1 WOMEN'S RR RECPTS LIGHTING LOAD 12.0 1.3 15.0 9133 RG SKINNER PARKWAY WINE COOLER 0,7 1 20 1 31 1 112 12 12 . JACKSONVILLE, FL 32256 1 0.6 32 20 12 12 1/2 1 1 WOMEN'S RR RECPTS NOTES: RECEPTLOAD 11.2 NEC 10.6 2.2 1.8 I 1.8 DEM 34 20 1 33 PH: 904.483.5200 Z 1.4 0.2 1.+ INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. BAR COOLER/FROSTER 1 1/2 12 12 20 2 12 1/2 0 1 MEN'S LOCKER RECPT HVAC LOAD 1.0 TOTAL CONNECTED KVA 5.8 LOAD FACT LOAD 1 12 1 BAR BLENDER 1/2 2 20 35 MEN'S LOCKER RECPT 0A 36 20 12 12 1/2 1 2.PROVIDE'HACR'RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 1.0 LIGHTING LOAD 2.7 1.3 3.4 1.2 U_ 12 37 1.3 0 1/2 3.ALL SINGLE POLE BREAKERS SHALL BE'SWD'RATED. KITCHEN LOAD 0.7 NOTES: RECEPT LOAD 1.7 NEC 1.7 LANDSCAPE ARCHITECT 38 20 12 GRILL RECPTS 39 1.4 1. + INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVACLOAD 1.4 1.0 1.4 TVSS 3 1/2 10 11 10 30 0 12 1 12 1/2 GRILL RECPTS 4. INDICATES GFCI BREAKERS. TOTALLOAD 23.2 25.6 Z EUTHENICS STUDIO uj co 41 42 1 270 12 1 12 1 1/2 1 1 MEN/WOMEN RR RECP 5.PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 71 EQUIPMENT LOAD 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. 1.0 Z - 1650 BEACH AVENUE 0 TOTAL KVA PER PHASE 40.6 39.5 42.6 CONN DEM DEN 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD 0.7 .......... ............................................................................... ............0 ATLANTIC BEACH, FL 32233 Z TOTAL CONNECTED KVA 122,7 LOAD FACT LOAD 4. INDICATES GFCI BREAKERS. TOTAL LOAD 5.8 6.5 PH: 904.246.6219 Lu LIGHTING LOAD 0.3 1.3 0.4 5. PROVIDE HANDLE TIES FOR MULT]WIRE BRANCH CIRCUITS. 18 NOTES: RECEPTLOAD 9.7 NEC 9.7 REVI DATE 1.+ INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVACLOAD 109.4 1.0 109A VOLTAGE: 120/208 PH:3 WIRE:4 ENCLOSURE: NEMA4X 0 BUSSING: 225A CU MOUNTING: 2.PROVID E'HACR'RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 13 1.0 3.3 PANEL: AC PERMIT SET 12/13/13 a_ 0 3.ALL SINGLE POLE BREAKERS SHALL BE'SWD'RATED. KITCHEN LOAD 0.7 MAINS: MLO BRACING: 10 KAIC,SYM, ........................ ............................................................... 4.**INDICATES GFCI BREAKERS. TOTALLOAD 122.7"' 122.8 INCOMING: BOTTOM LOAD PER PHASE GROUND BAR VOLTAGE: 120/208 PH:3 WIRE:4 ENCLOSURE: NEMA4X Z 5.PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS, DEMAND AMPS 341 DESCRIPTI WIRE CONDUIT CONT, POLE PANELIN. T MOUNTING: < ON POLE i CON71'. CONDUIT WIRE GND TRIP CKT, A B C CKT TRIP GND DESCRIPTION BUSSING: 400A CU .............................................................. ..................................... ...... .............................................................-........... ...... .....................................­­­­_----------- 1 4.5 1 6.4 Uj 2 MAINS: 400A MCB BRACING: 18 KAIC.SYM. 4 80 1-1/4 HP-5 GROUNDBAR 60 3 11 Z HP-2A 3 1 6 10 4.5 6.4 3 INCOMING: TOP LOAD PER PHASE ................................................................................... ........................................... .......................................... ............................................................ ................................................................................................................. ......................................................................... ...................dii................... ............. < DESCRIPTIO DESCRIPTION 5 6 N POLE CONT. CONDUIT WIRE GND TRIP-* CKT A B C CKT TRIP GND WIRE COND CO LE 7 4.5 2.5 ry 8 1 2.3 2.3 2 0 40 10 8 3/4 HP-6 COURT1 2 TLCI 10 10 30 -jF, TLC2 2 30 8 8 COURT2 1 6 10 60 9 .4 3 2.3 VOLTAGE: 120/208 PH:3 WIRE:4 ENCLOSURE: NEMA1 HP-213 3 10 2.3 BUSSING: 400A CU PANEL,-. P MOUNTING: SURFACE 2.5 1*2 0 8 TLC1 10 1 5 30 8 8 TLC2 2 COURT2 7 2.3 2.3 0 0 30 40 1 3/4 2 HP-7 COURTI 2 MAINS: 400A MCB BRACING: 35 KAIC.SYM. 13 1.1 2.5 k, 14 8 Sim 1/2 12 12 20 -3 Z HP 2 < 16 9 2.3 2.3 10 INCOMING: BOTTOM LOAD PER PHASE GROUND BAR 15 1.1 1.9 -1 COURT3 2 TLC3 8 8 30 30 8 8 WIRE CONDUIT CONT. POLE DESCRIPTION 17 25 10 10 1/2 2 UH TLC4 2 COURT4 POLE CONT. CONDUIT WIRE GND TRIP CKT A C 2.0 1.9 DESCRIPTION CKT TRIP GND 18 11 2.3 2.3 12 3/4 8 10 HP4 2 2 2.0 0.6 12 1/2 1 1 SERVICE RECPTS 4.3 2.3 14 6 Lu 1 1 1 4.0 1 19 20 20 12 -------------------------------- ------------------------------------------------------- ---------- 8 8 30 6 TLC4 2 COURT4 22 20 ENGINEER'S SEAL COURT3 2 TLC3 30 2.3 2.3 OAU-1 10 45 3 LW 4.0 21 1.6 6 ma- %M*m 3 1 4 40 10 8 3/4 3 CU-1 I SPARE 15 16 12 10 10 Z 5 HP-9/DSS-1 2 30 6 4.0 24 20 1 SPARE 17 23 1.6 23 2.3 18 7- 30 30 2 FUTURE COURT 6 1/2 12 12 20 1 7 8 20 1 � 12 1/2 POOL AREA LV LTS SPACE 1 25 2 1 SPACE EXTERIOR LIGHTS 0.3 -77 FUTURE COURT 5 2 0.5 19 1 2.3 23 20 1-1/4 21 2.3 1-1/4 I SPACE 2.3 22 0,5 10 12 20 9 27 0 INTERIOR LIGHTS 1/2 12 1.1 20 12 1 12 1/2 PLCII 1 POOL AREA LV LTS SPACE I 30 2 FUTURE COURT 6 30 W 1/2 12 PLC1 : 1 POOL AREA LV LTS SPACE 1 1 SPACE 2.3 2.3 24 EWC/RECEPTS T 1-2 20 11 1.0 0.5 12 20 12 1/2 U) 1 12 29 FUTURE COURT 5 2 30 , 26 0.5 12 1/2 POOL AREA LV LTS SPACE 31 4 1 SPACE 25 1/2 12 12 20 13 1.5 2 1 1 _T WASHER 1 FUTURE COURT 7 2 30 30 2 FUTURE COURT 8 Lu 15 2.5 O�6 16 20 12 12 1/2 PLC1 I SPACE POOL D�C R LTS SPACE 27 2.3 28 34 1 2.3 7 DRYER 2 1/2 10 10 30 17 SPACE 0 36 1 SPACE 29 2.3 2.3 30 ------------------------------------------------- ------------- - --------------- FUTURE COURT 30 30 2 FUTURE COURT 8 I SPACE 31 2 12 12 1/2 PLC2 2 POOL FLOOD LTS 7 2 WH-3 0.9 20 37 38 .3 2.3 119 0.6 32 0 22 0 TVSS 3 40 SPAC 33 i mmm LU 21 2�5 i 1.1 90S,"1 12 10 1 1 30 39 2.3 2.3 j! 2.3 2.3 2.5 1.1 36 1 42 1 SPACE 35 UH-2 2 1/2 10 10 30 20 12 12 2 PLC2 � 2 POOL FLOOD LTS FUTURE COURT 9 2 30 30 2 FUTURE COURT 10 i3 24 F-4- IWO- 1-1/4 38 1-1/4 SPARE 1 25 12 24.1 37 23 23 22.�4 234 DEN 30 2 2( 1 SPACE TOTAL CONNECTED KVA 2.3 40 20 0A 20 12 1/2 PLC2 : 1 POOL KIDS AREA TOTAL KVA PER PHASE FUTURE COURT 9 2 30 FUTURE COURT 10 0 LOAD FACT LOAD SPARE 1 27 28 69.9 39 1.5 1 30 SEATING 1 3/4 42 20 1 SPACE LIGHTING LOAD 1.3 AREA 10 10 20 41 SPACE C�uj SPARE 1 20 43 44 SPACE 32 NOTES: RECEPTLOAD 0.6 NEC 0.6 SPARE 1 20 31 12.5 SPACE 46 10.6 A--- 34 200 6 3/0 2 20 45 -1 SPACE 20 POOL EQUIPNIENT PANEL 1 SPACE 1 33 3 1.+ INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD 69.3 1�0 69.3 SPARE.....................................PA --- ------- ............... ----------------------------------------- ---------------------------------------------------------------------- MAIL KIOSK/ENTRY LTS 1 1/2 12 12 20 1 35 0A 2.PROVIDE'HACR'RATED BREAKERS FOR HVAC EQUIPMENT, EQUIPMENT LOAD 1.0 E 1 47 48 1 SPAR SPACE 37 1 18.6 38 3.ALL SINGLE POLE BREAKERS SHALL BE'SWD'RATED, KITCHEN LOAD d 0.7 SPACE 1 49 50 1 SPACE W TVSS 3 2 10 10 30 39 17.8 40 2 3/ 2 3 PANELTS 4. INDICATES GFC1 BREAKERS. TOTALLOAD 69.9 69.9 SPACE 1 51 SPACE ...... CADD DWG. FILE NO. I SPACE 16.5 42 54 F 53 .................... ...................... - - - ------------------ 0 ......................................................... .......... SPACE 1 41 5.PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 194 .................. ...................................................... .......... 55 SPACE TOTAL KVA PER PHASE 39.8 40.7 1 40.3 CONN DENi DENl W TOTAL CONNECTED KVA 120.8 LOAD TVSS 3 1 6 10 60 57 58 1 SPACE ............................... ............. SCALE ..................................... uj LIGHTING LOAD 10.9 1.3 13.6 [59 60 1 SPACE NOTES: RECEPTLOAD 6A NEC 6.4 TOTAL KVA PER PHASE 32.2 32.2 29.1 SHOWN DENI Lu I +INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD 55.6 1.0 55.6 VOLTAGE: 120/208 PH:3 WIRE:4 ENCLOSURE: NEMAI TOTAL CONNECTED KVA 93.5 LOAD DRAWN BY < 2.PROVIDE':'HACR'RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 47.9 1.0 47,9 BUSSING: 200A CU PANEL:T S MOUNTING: LIGHTING LOAD 36.8 1.3 46.0 3. A LL SINGLE POLE BREAKERS SHALL BE'SWD'RATED. KITCHEN LOAD 0.7 MAINS: 200A MCB BRACING: 35 KAIC.SYM. NOTES: RECEPT LOAD 1.5 NEC 1.5 tcn 4� INDICATES GFCI BREAKERS. TOTALLOAD 120.8 123.5 INCOMING: BOTTOM LOAD PER PHASE 1.+ INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. 1,0 LEGAL DESCRIPTION 0 GROUND BAR HVACLOAAD .................................. ............. ...................... ........................... ....................................... .......... D WIRE CONDUIT vIULTIWIRE BRANCH CIRCUITS. CONT. TRIP CKT A B 2.PROVIDE'HACRI RATED BREAKERS FOR HVAC EQUIPMENT. 5.PROVIDE HANDLE TIES FOR t DEMAND AMPS 343 DESCRIPTION POLE CONDUIT WIRE GND G CKT TRI CONT. POLE DESCRIPTION EQUIPMENT LOAD 1.0 U) 0.5 6. HVAC LOAD BASED ON WORST CASE, HEATING, LOAD. EXERCISE EQ 12 1 12 12 20 2 2 1 3.ALL SINGLE POLE':BREAKERS SHALL BE'SWD'RATED, 1 1.2 0 12 1/2 r EXERCISE 1EQ FUTURE COURT LTG 55.2 13 69.0 12 EQ RCISE EQ 12 12 1 20 3 1.2 12 1t2 I EXERCISE 4� INDICATES GFCI BREAKERS. TOTALLOAD 915 116�5 0 EXE 2 0.8 6 20 12 12 V2 EXERCISE EQ 1 1 1/2 12 1 2 20 5 1.2 0.8 1 EXERCISE EQ 5.PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS, DEMAND AMPS 323 ry < 1 1/2 12 1 12 20 7 0.6 n ENTY RECEPTS 20 12 12 1/2 1 EXERCISE EQ O�8 0 VOLTAGE: 120/208 PH:3 WIRE:4 ENCLOSURE: NEN1A 4X GRP FITNESS REC 1 1/2 12 19 20 9 10 20 12 12 j2 1 PRO SHOP RECPT Z 0.6 0.6 ka PROJECT PHASE ------------- ...................................... GRP FITNESS R 1/2 -2 i 1 0.8 12 2 12 20 0 12 12 12 1 PRO SHOP RECPT Lu BUSSING: 200A CU PANEL: PA MOUNTING: PERMIT SET > MAINS: MILO BRACING: 10 KAIC.SYM. 1/2 1 12 1 12 13 1.0 4 20 SPARE MEN'S RR 1 20 ----------- 12 20 15 16 20 1 SPARE PROJECT NUMBER 1.0 Lu Cf) INCOMING: BOTTOM LOAD PER PHASE GROUNDBAR WOMEN'S RR 1/2 12 DESCRIPTION SPARE 1 20 17 DESCRIPTION POLE CONT, CONDUIT WIRE GN TRIP CKTI A B C CKT TRIP GND WIRE CONDUIT CONT. POLE D 18 20 1 SPARE 18-11- U) --------- 0.9 1 20 20 12 3.0 12 1/2 1 EXTERIOR LIGHITS SPACE 2 SPARE 20 19 3: 60 10 6 1 2 KIDDIE VACPAK I EXERCIZE LTS/FANS 3 2.0 4 1.0 SPACE SPARE 1 1 U 21 22 0 12 12 1/2 ............. ....... ------- 1/2 1 GRPIOFFICE LTS < 60 10 6 1 5 SPARE 1 20 23 24 20 12 12 SPACE 1 15 0,5 2 FOUNTAIN VACPAK SPACE 7 SPACE 25 1.0 12 1 12 1/2 RESTOOMS 26 20 1 ........................................................................................-------- ------------ ....................... ............-------------11............. DEC 1 2013 SPACE 1 i 28 20 1 SPARE 10 27 SPACE 1 -9 9 8.4 SEE ALSO SHEET E1 . 2 FOR KITCHEN 3 6 1 1_V2 MAIN POOL VACPAK 1 -0 :D SPACE 1 7.0 1 SPACE 29 30 20 SPARE -------...... ............ POWER PANEL SCHEDULE 'K SPACE 31 8�6 14 13 6.0 V) SPACE GHTS SPACE 1 33 8.6 34 80 1-1/4 3 AHU-8 (D ................... 1 35 8T C 6� SPACE 1 F 17 0.4 1 < 8.6 36 ATLANTIC BEACH, FLORIDA 1 16 __T1 02 LI SPACE 15 38 TOTAL KVA PER PHASE 12.5 10.6 DEM 10.9 SPACE 37 1 4�O VA 34.0 FACT LOAD 7 4.0 10 SPA E 1 ATLANTIC BEACH TOTAL CONNECTED K LOAD 60 6 1 3 HP-8 LIGHTING LOAD 13 FIRE ALARM I 1/2 12 12 +20 41 Z I ------------- ------ ----------- ----------- 0 0 NOTES: RECEPTLOAD 0.6 NEC 0.6 TOTAL KVA PER PHASE 18.6 17.8 16.5 C DEM cl� COUNTRY CLUB 0 1,+INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVACLOAD 1.0 TOTAL CONNECTED KVA 52.9 LOAD 0) ....... 0 2.PROVIDE TIACR'RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 33.4 1.0 33.4 LIGHTING LOAD 2.5 1.3 3.1 IGH MANGUM M cVE CD 3,ALL SINGLE POLE BREAKERS SHALL BE'SWD'RATED. KITCHEN LOAD O�7 NOTES: RECEPTILOAD 5.2 NEC 5.2 C) ENGlNEERING - INC ELECTRICAL U') N 4� INDICATES GFCI BREAKERS. TOTALLOAD 34.0 34.0 1. INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD 38,2 1.0 38.2 9133 R.G. Skinner Parkway 5.PROVIDE HANDLE TIES FOR IVIULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 94 2. PROVI DE'HAC R'RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 7.0 1.0 7.0 Jacksonville, Florida 32256 PANEL SCHEDULES Ph: (904)483-5200 Fax: (904)636-6770 3.ALL SINGLE POLE BREAKERS SHALL BE'SWD'RATED. KITCHEN LOAD O�7 > CA 6330 email:mailgMcVeighMangum.com 0 4. INDICATES GFCI BREAKERS. TOTALLOAD 52.9 53.5 Eng.of Rccord: Wayne D.Mangum License No.: 40178 5.PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 149 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright EO . 3 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design, Unauthorized use of these materials can result in substantial criminal and civil liability. 4 1 } , E 1 J�' NOTIFY ARCHITECT OFSANY�AND�ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES TENNIS LIGHTING N $ I CONTROL CIRCUIT 7 k 4 TENNIS LTG CONTACTOR SCHEDULE NOTE 2 NOTE 1 ., I = MARKCONTROLLING VOLTS TYPE CONTROL POLES CONTROLLED �---- rl_ — J —II--'----—\ 0� --' COORDINATE CONNECTIONS TO ` TLC1 TENNIS COURT LIGHTS 240 30A, 4 POLE 120 MINUTE TIMER SWITCH T-1,3,5,7 TS ` - POOL SYSTEMS PACKAGED CONTROLS TLC2 TENNIS COURT LIGHTS 240 30A, 4 POLE 120 MINUTE TIMER SWITCH T-2,4,6,8 (VACPAK CONTROLS) I TENNIS LIGHTING CONTROL DIAGRAM TLC3 TENNIS COURT LIGHTS 240 30A, 4 POLE 120 MINUTE TIMER SWITCH T-9,11,13,15 3 I E1.0 NOT TO SCALE /II ;=� ``'�` `` wP cFl_ w' rn TLC3 TENNIS COURT LIGHTS 240 30A, 4 POLE 120 MINUTE TIMER SWITCH T-10,12,14,16 /j,'� �r PANEL T~ c� o cY) CY) t Lo ALL CONTACTORS SHALL BE ELECTRICALLY HELD. f I ,r ? NOTES: I I I IPANFL PA o / / ` I I L J L J -- PA-1s POOL EQUIPMENT NOTES: o 00 'TLCx' SHALL HAVE 240V COILS AND BE MOUNTED IN NEMA 4X ENCLOSURE(S) `w, // I I PA-16 WP/GFI LL 6? oLo 1. TS IS 120 MINUTE TWIST TO ON TIMER SWITCH TO CONTROL LIGHTS. F ' ^��. /j � LP4 �� ��'�..� '--J aS o w rn PROVIDE 120 MINUTE TWIST TO ON TIMER. f f 1. E.C. TO FIELD VERIFY ALL POOL SYSTEM ROUGH-IN 2. SEE CONTACTOR SCHEDULE FOR DETAILS. % I`` P-10 ;WP GFI\\ j `` REQUIREMENTS WITH POOL SUB-CONTRACTOR AS r ,�WP.GFII -..' \ ;. � uCi � � d• 42W CFL WALL PAK, TYP of 3 REQUIRED. NOTIFY ARCH]TECT/ENGIN R OF ANY U o EE REQUIRED REVISIONS TO FEEDER AND/OR BRANCH � m X x4` + � o CIRCUITING. �`w�� r�� C) u` LP3 �I f ._1 0 2. POOL STRUCTURE SHELL, EQUIPMENT ASSOCIATED ���_-- `,�' N METAL FITTINGS, LADDERS, ETC., RECIRCULATION ; (� m �' LO wP,cFl ,�,�,. �```�..., `"� SYSTEMS AND ALL METAL PARTS WITHIN 5'—O" OF cn oo m M Mco l / THE POOL SHALL BE BONDED TO GROUND WITH #8 aS N N E LP3 �Ih� � `z�., p -1i-� =� 1' - COPPER AS REQUIRED PER N.E.C. 680. L � C/) ~� `�``�```. _ i f \ 4j�`,:�"'_,.. y.�`^ `�,' \ I ~~ `\ _ E UIPOTENTIAL BONDING GRID PER N.E.C. 680.26(C), V WP,GFI / y �z LP3 \ '. \ �`\ "� Q ' ( ), d7 U SHALL BE PROVIDED AND EXTEND OUT A MINIMUM OF cv S-0" (HORIZONTALLY) BEYOND THE INSIDE POOL P-8 " ;� , w . � 1 LP6/ /,,,v�,G;l WALL AROUND THE ENTIRE PERIMETER OF THE POOL. � � E2 0 � POOL NOTE 3, TYP __ LP5 / `"� I / /; � �° 3: 12V UNDERWATER POOL LIGHT BY POOL t � _.-- �, . O a� I ' � � jj'� �" �., -'"�~ ,, '�` `"�"� ��� I j // '`�•,� \ `��., CONTRACTOR. COORDINATE CONNECTION AS N v � P-18/20 I '��':����,- .,, `..w �. � � I % % "��,y:r�—"i REQUIRED. � � 4 LP3 4. COORDINATE CONNECTION AS REQUIRED TO 12V POOL LIGHTS, FURNISHED BY POOL CONTRACTOR FIELD VERIFY LOCATIONS WITH j j { ° t I-...... t. ^� � � It " ., „, / 1�', _._ ._. ._ � LANDSCAPE ARCH AS REQUIRED. , 5. GFCI PROTECTION SHALL BE PROVIDED FOR ALL wP,� 4 \ `� `4 '} ' LP3 / � �'�� ��' \ I RECEPTACLES WITHIN 20'-0" OF POOL WATER AND If III \ FOR ALL LIGHTING OUTLETS WITHIN 10'-O" OF POOL i � WATER. NO OUTLETS TO BE LOCATED WITHIN 5'-0"LP3 0 OF POOL WATER. _� _-> ti \ -EQUIPOTENTIAL GRID ' ` t di/ /\\ � 8' WP,GFI �m--- -„-�--- CONSULTANTS \ a!�GFI / LP7 / ♦\ P-14 W8 STRUCTURAL ��� MCVEIGH & MANGUM ' —/// ? _ — ENGINEERING INC LP3 LP3 �, �`. � P-26 � i , I �i � 9133 RG SKINNER PARKWAY P-22/24 � 3/ JACKSONVILLE, FL 32256 PH: 904.483.5200-V_ s `- ? I MP&FP MCVEIGH & MANGUM i° l 1 .� ENGINEERING, INC. ` r }}! },'rt/ �� ��,, 9133 RG SKINNER PARKWAY POOL AREA SITE PLAN / ; �} ,� �X KEYED PLAN NOTES: ui �1 �� € �`�':� 2 JACKSONVILLE, FL 32256 / 3 E1• SCALE: 1" = 20'-0" 1. TENNIS COURT LIGHTS PROVIDED BY THE TENNIS COURT PH: 904.483.5200 W / ;� -��-..- �rjj i 1t `�` � VENDOR. EC TO PROVIDE ELECTRICAL CONNECTION ELECTRICAL COORDINATED WITH VENDOR AS REQUIRED. " MCVEIGH & MANGUM a �-•-. y�,, ,'1/ ,, � 1 � �, � 2. PROVIDE 1 C FUTURE TENNIS COURT LIGHTING. CAP AND ' WPGFI \ ��„ ENGINEERING INC. t � \ � '�� •.� MARK FOR FUTURE USE. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PROVIDE 1-1/4"C FOR FUTURE TENNIS COURT LIGHTING. wP,GFI CAP AND MARK FOR FUTURE USE. ' z � � � �� ` PH: 904.483.5200 / °U 10 fr� ,r` �4 ��I � \ .�-`` 4. EC TO INSTALL JEA PROVIDED (2) 4"C TO JEA WP,GFI"' LP2 /, '°` I i \ MOUNT 8 AFG ON 4x4 STANDARDS, FIELD COORDINATE EXACT TERMINATION LANDSCAPE ARCHITECT I f o � �' t / L-35 \\ ^��` LOCATION. Z \ , : EMBEDDED POST, TYP W ,- //� tl ; �' �� EUTHENICS STUDIO s \,:. 5. EC TO PROVIDE (2) 4"C FOR TELE AND CAN SERVICE Z j / l o t\ 1650 BEACH AVENUE o '' 1 f �> o �\ \;. COORDINATE EXACT TERMINATION LOCATION.WP,GFI ATLANTIC BEACH, FL 32233 ���� z / �/ i r` \� 6. PROVIDE 4"C FOR TENNIS SHOP BLDG POWER SERVICE. PH: 904,246.6219 f � / j I L-33 \ 7. PROVIDE (2) 2-C FOR POOL BATH AND TENNIS SHOP BLDG WP GFl /i` COMMUNICATIONS SERVICE.�/ ' .,` "� REVISION DATE o / / ''' .•/ i'I ' ♦ , jl 8. PROVIDE 2 2"C FOR TENNIS SHOP BLDG ! ° 11 / PERMIT SET 12/13/13 a �� � t ,I �� � COMMUNICATIONS SERVICE. t o l / � � ,.�' I WP LED STRIP LT INTEGRATED , j - / i/' l f''j �`l"` INTO NOSE OF 3 STEPS, TYP _ , 9. UG SECONDARY ELECTRICAL SERVICE, SEE RISER DIAGRAM Z I r //� / I ' W 'FIjC � _� 10. ROADWAY LIGHTING TO BE CONFIRMED WITH OWNER ° '' 11. COORDINATE DEVELOPMENT SIGNAGE LIGHTING CONNECTION � > ! >" ��" � ' . �-- i ,b°a <L-29 �:„� - � � �����V �-��._ _ WITH OWNER �I j / 3 (�(FUTURE) , r � 4 O `<Q / tr%/�� `mow ``""`�^,,, , f �•w`~•,..,��.,,�;, � r, _ 0 LL {, Z // ;� ,'' I ? -1 ``` ��r r ! T-1/3,5/7 Ir 1 I 1"C TO o o Q PANEL L � I ._.; U - 1 J _..-� I ENGINEER'S SEAL 13 , t F, PANEL T I r `, tj A w � � . .. jjJ jQ f t \, O 4 5,” f � - � �� E� tl — cn 4 `~�,- � � � 1t r���� COURTS 1 ✓ J ✓ .. „ w LP2 `�� - � _ ° \ y^ 1 � `�� - w`� � ��-__--� i / p j �4� '.`f ES I v._ I•Y, .�,;I_ o ., , ,�, f„ it ,. , 0 L-40 / I - 1 TYPICAi / COURT 7 L o 2 E T-2/4,6 ( E ti r < J I PANEL T I _ 8 _._.___,____.. __ ._ _..T 9 11 13 15 , STANDBY ., / ;;t: � J ----- _ __ _ LP1GENERATOR ,$r ,..n-.: ae c;.':: ';: D r' rt' 4:, r ;. _... ,,t< ,�., P\ ,^ s r „' \ T• I Y I r )L IL \ I I I w r", y I t E— i - , I, I I t I CADD DWG. FILE NO. C COURT COURT' COUR j zI �' �. LP1 E I SCALE I i , I \ I i I �� E: a i .-i S SHOWN I i o A ' i T-10/12,14/16� /^v .v /^v /^v DRAWN BY r l; -- _ _ PANEL T c l , ; E JEA.; -------- � ,, _ Y I —' TREt ry , SF cn ---- 1 ,, J l . I ,:_.. � .. ,.. __--:�� / � ��—____�;--� } I LEGAL DESCRIPTION ,. i _ ' I ' ;,., t' L .,• �, .'T-41,.,x, A �� t o U ---- J t $-... SSE , .• _ .. _ : , _ � X I � COURT: 9a __....... COURT: 4 CL LP2 f „ ZPROJECT PHASE , I € , I _ 01 \ ; I PERMIT SET > � a� ;; , t \ I I I \ ; 1 �; - • •. ,. . _.. __. __.._ � ,. - NEL T I f a y(� , \ . _ � _ ,I PANEL T _� PA PANEL T U —... L 1 \ \, I/ }/; - — PROJECT NUMBER LLJ 0. I c� � _ f r"�-°�•� •, \ i/ J' _l \ � \ ' 18-11= I I O _ � I / 3 i •,;. _ �f oz __..LPI _ _._ _- _ LP1 __ /;_ , I I __L.. I • - NEW CONSTRUCTION 2013 GEC COURT 5 COURT 6 I COURT:: 10 i I J i I I �c i f 4{,';,,.,xYi e�,�w,•:: , Ie € 444 « 1I# i3 x i I #St _r"5# -I- _� �--- - ---- ---___ I1 - -_ _ ._. .___.___ .___✓ __ _.__- s___ ___ �_____ ✓_ ATLANTIC BEACH, FLORIDA i o �_� ATLANTIC BEACH H° � COUNTRY CLUB� I MCVEIGH & MANGUM I I r N I ELECTRICAL If) CDENGINEERING • INC COORD DIRECTIONAL BORE UNDER 9133 R.G. Skinner Parkway - ROADWAY AND TERMINATION LOCATION SITE PLAN Jacksonville, Florida 32256 t �2 ry -- -- ,L WITH JEA AND ATT AS REQ'D L SITE PLAN Ph: (904)4835200 Fax: (904)636-6770 a 1CA 6330 email:mail@McVeighMangum.com ° ECTRICAEng.of Record: Wayne D.Mangum License No.: 40178 E1.0 SCALE: 1" = 30'-0" I These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright E 1 ■ O protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other Ir _elements of the design. Unauthorized use of these materials can result insubstantial criminal and civil liability. f E i a f: 1 , i y I #1 i ., 1 \ }1, , F 1,; !t °r: a 0' I.; �} 4 i, 1 _ !' r---------------- - , I --__3,` DO NOT MEASURE DRAWINGS s r, 1 ; fes\ NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES ______________ __� i______________ Jf/ , f} A PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 1 II � `� �� 3' .:1 F`€ ) �� s p 1 I I � s j �` �' 1 ^` t -^ ��� _ J L J r-s �N ., s �A , 4 `; r --- YJR 6�1 WP,GFI w ? 1 \\ �` r ,', 1 °C,F N N v 1 PRO `HOP d \ 1 (y ' 12'2 \\ I 1 COVERED \\ VERIFY LOCATION I o V `�����✓// oo� WITH OWNER ® , ..... \`\ r t - I t 1. ., -' *. V (D ,,t I /, - v t(� I -- " O !� v N O a w s' .(, 1 FI I \\ u • j / M �� \.�� \ - _ \ ,N L ,. i v 1 - 0,22 ') vv LL o O 1, f \ N — [' A a f 1 oa f \ � N M O t 1 J€' \t a� N ' i :-__-,x = _ ::fes.; r r.- 1 C O 1 PANEL EMA-- n �,� _ "' ^ t ° rn � 121 t u> t EMA-1,3 [ ` ,� ``1-/ 1 0)M I PEid� , U t y/ j( �� su;z 9 t„ - I EhtTRY ....._ .. _.,_•._ 1/� \ 1 ��` t �`,��V'' I ,'r���€ X 3 ,f` . 1 " I PRO SHUP E. -'� (r,,' '\, `E a•�`t� O LL a ; , > </ �z k ,, `, ) r' 1 OFFI�c F`T - � ,\ / t i.,`l \.. 1 ,-----------------------------1 "_ „r N p u r 1 j3 1 ,. �f",., , ,ta, ��� , I I �/ t�" `. -_ CCLF 1 � I ?V \ ,' '\ f t 1"�i i �� C I PORCH 1 j h t '' I I I . I=. � v d d a•` s I y; iiC:: I z „ i _ .. ��f .; t �i�.., �� �.L� I pp C`� r ` — �� �� o — — I -� h i I ` / v % I �— — �1 _ OD � CD �� 11 € 1 ME CHAND'SE r I I �a �� i l ; £ SORA.�` -sl___ ?,.....,..,._> i ..„„w,.'�k _'\ / `\\ l t I A.?:Q _. - r- -r' ` Ih 1 G1Ni"J" I '". WP,GFI N NO U (n u 4,f I ;I l 12_E -_.--, _,-. _._.. I - J 1 — L --1 L Cr? _ OC6 �. x I ,f r ✓-- \ i ()( �� I �_� y l/l a / /y > rr,r ✓r r I U O 1 I ., ,,, ". .,,.,_ .I;.,... 1 '"ry, ./ I i - 1 - I if`�T' f ; - -1,1 I; WP.GFI 07 U _ _ __ ' 1 I s,'3.3 k 5,u , �: �` „!/r>�l/lC!O ..s,.-' }'�` I / I li • I /i-', ;€ a, € __ ________________-, I 7V I r `\ I W WP.GFI J i d - -T P.GFI- - s ,i- „le; _ w:• ," x ,.'' I r ,/ ;;[ s '.. G:.. i I / )- ; i ; HAiJDCA• ; :E al 'fir'� -? I — ` III ! 1 `,. . ✓ I I 1 a r, ��'x _ _ e ES,ROC J � I +J U N ,".:,- 1 . WP GFI ,,!,= 11� 1 ,, ( A I I - O , 1 / 1-_ , :',...,r ,. 1 i —�w..,..-'n ...E,� < _-...� '_,.,,.,, I ,.. ", p 5 ..::, , :,.. , 4 ; ENS _.,— _ -€ A� �� \ i _:OCKERS _ , ,,/� _ 1 1 N U s 1;; I I' �1 // F"0- D BEVERAGE _ _ !n a 1 a -_ I =' ,.._.,_ L 127 _ `` > �_,,:,> ..� \ ,A, y"/ j 1 d• _ ,. 1i � I N ,, _ ,, t, ° ...._i -------_._...__. — a /� w„'« i s., '•1. /\ /`' . I co 1 16 '; I i - I BAR .11 \ \ \ 005 I N y F sk s , yr, a I , Il g i 1,..,, 72C !. LOGGIr \ / \,,� i�" `� .. E 2 �/ t t : y, s =' i / 116 v� ' ) _ ." I y, t E 3, " _,._` __....,._. ..,., 12 #. .._1 I i 1 I 1i f I _,. __, i I l s E 1 ' 1 [,. ; ! iM-24,26 i �.__` ; :r, E1.2 I ,a,, J I, I — — '— HP-9 f- , T-. _._..._ _ I- t ; ha,� - ,� I i ( _______'c'___T—� ..M?...,i.a.,sr,.s ,,-.,v..,-„:;,,.<;z:.: .. .,..,_,.-.�.,... a-_., i t ./,3.. c.<?,. /:-. '3 i f :1 ' n''. r iEvH vy t..,,,_, i I ss ., .. R 2 A �I - LI UOR ST rA I I`' {{I F:. 0 G Z_GE v_ 1 .';' ,1 1�,I'll :T.-. -----. M 34 36 38 -_ I r i GFI a > > G!vl \ \ / \ \ t ..- . -.... -_. ...... ........ V_ I U t.9EN S PRIVATE an , � -ER - i / ✓ \ ,, \ j...__. -T. � ;,a ',€.J ;[ :, i HANDICAP DRAFT � � >y;, �1 � ✓ ,/ ..� 1 I - I .i [I C Ili i I d 123 RESTRvOhd RES:R,OOY” i 120r\" :'f; \ / \ // / / ,1;, MECHA :C�L 1 I; lir- F00_ 1 12B �, _€ _- ,� L�, I ,,: ,. „mm �� 1 1 1LOB 1 ( �/ i I; SERVIC ,, 1. . < -' � Y1L_ fes•— €�.�,;— � —:�, — � °3 •� _ 1 �,..__._._.....� 11" \\ , • I s , 2,. K \ i _,-- Y p =t.�:li .0 is _ {� , ...-.._L - ,I FI. **�� \ ! \` `•� 3F f ` I j d� �I I HP 5 $ 4 _ I { ,.!::.. ,, `+: fp. _. - i _...... r_..... ,yp'^`ry�.,. / F `� '� I ;I __.._..._,1. 1., li ( L 1 d). ,. .,,..,. C, % a, s e e ./'ti a <... \,/ v '../ . < �_.,_, I' ,r 4 3' f ,,, .., _......_.... ...,, - ,,,,. ..,..-_.1 _a f _ _ -- I ,? „-r I r I Rc ?, 0041 — 1 / I, M 42 '� I ���—1 SEE 4 _,,-_-_ r: I I�� 2E roots V PANEL EM 1.. 1S6A= 1 E r._,_ E1.1 _M. LJLJ - ( f ANEL K r /J t . ``' I /` BEER \- . I S: is COOLER FR , EEZER _ _ t l v' ' 3 , % i I 1 I \ / /. , // / , , u,.: f a>s,.3., I n a C i3 ' \ s .__ / i ` `7 \ \ "\ (I'. I' 1148 114t\ ! /. CONSULTANTS y , n •, ,,:.. - .. I , r , ( •, _ m.a ,: "/ .f L ...., �fi. r� _.,I 01,.- I k,:' s, /. - __ 1 a / \ l I ^,i1, r r eJ , '. I:. \ JINhJ V STIBU_E ` a , I : Ir„ HP-7 1 1 ...._.. I ' ( t J WIREWAY 1/MTD LOW µ C�) U. 11a _,.,..,, L_ ___ S E 1 ,;l ,. �,. I -, - , � �: L __._-._ KITCHEN! �,: �:, 1 �Ho� Rs 3. \ —C 1 a k —1 STRUCTURAL .,., .tt.. - -,, \ /r' \ ✓ - 111 s, ..,, �/ „ ,: I 1 SA �d_N S,r ^a O.�cN 1 < 8EV RAC ES !_ 6€ q WPc I RE�TROo,: �ESTRoora -- ; ; \w \ w, ._- ( \ I_....,.J, — E1.2 XFER SWITCH ALTERNATE ;, s I _ , I: r_, __. Q PANEL R CVEIGH & MANGUM „. _ -, [ u ;, .. L 14 AC 16 _ , i_ts8_ 1sr € ) O t,I — — M :, _ ___.__ ,w: .,., \ BID LEAVE SPACE FOR _____ [ I ti „ _ ENGINEERING INC. / _I I 1 14 5 G € I _ _' DINING \. €. ;':,� %� : ^� _. FUTURE ATS IF ALT BID IS ",, � _ L . 1 „ � HALL a I , a;, . _ yr, r -. I ! 9133 RG SKINNER PARKWAY < . " HP 6 e \ .; ; - f coo �R \ , w = 1,� I ,,, _,;, i. I 1 / 4 �—] \ f - NOT ACCEPTED t _ - �. 1 NVILLE FL 32256 -„ N , , r. I : PA L L n ,.,,. N E : , .,,, �} y H. 904.483.5200 r : - -.- ,,_... :_ - �, , -: ' :.I ? _ tp S' i -ll 4`� {f ,, DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ". ro .1 ' �t 1 ��:�N j' `' �1 +'' I� °':1 III ;I I ,', n I I} '€ I i;:Iy ,( f 1 �� I I; -. Ill �" :, J �` / I h � I %%/moi /// /��//I///i /rii �7i // �/117J///�/�l/:// '//j///' // it �) �� ,. - ;< AIR CURTAIN ACF-2 r - --- - _. �j Lam\ ' r ' ` !�, a I VOLTAGE: 120/208 PH: 3 WIRE: 4 ENCLOSURE: NEMA 1 �! ICE MACHINE 32 . `' "i 0 E ! I I K TC H E N E Q U P M E N T S C H E D U E BUSSING: 225A CU PANEL. K MOUNTING: SURFACE i O (c/ rn 4 I MAINS: MLO BRACING: 10 KAIC. SYM. L K-� _ EM 22�% j G j N o 1. i �/ �r r:/ c� i / it I <el!///!G `/G� M C 7 ' I i DESCRIPTION ELEC. REQ'S CIRCUIT REMARKS INCOMING: BOTTOM LOAD PER PHASE GROUND BAR _. ! ,, ____. _- ;. ________._.__. f 'I t �!+, hl, //� i " tom'kiI' DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT CONT. POLE DESCRIPTION cu 1u I 1 1 5 9 1 6 � 2 20 12 12 1/2 -- 1 AIR CURTAINS / .f, t I ,., T.. L� / LL rn o LO �1. , t� , /.. 4Y �/ i� O #f 41 i i.._.._/ !^ CV W (� �" DISHWASHER 3 -- 1-1/4 4 8 70 3 5 9 0 6 � `� 4 20 12 12 1/2 -- 1 CONVIEN RECPTS : c&,I, , ai o °� I. ,j f Ity, p Z ;,, �-c:� .�'/_ /' / 8'/%�'`/�sz. %� � K-4 ,� i .- co t 1 ra w w Wi z, 5 « 5 9 0 7 6 20 12 12 1/2 -- 1 WARMER /' j, > I > 4 ai �; / c o F- CD O U Q m W S U �� r� �,w; it-�, � Q z z cn o ,-,-, z o c, DISH HOOD 1 -- 1/2 12 12 20 7 0 6 1 2 �� : � , 3.., 8 20 12 12 1/2 -- 1 TEA STA I /f �i� � �n I ;'�' ' ,_ �' z CY z MICROWAVE 1 -- 1 2 12 12 20 9 I 1.6 1.8 �1 � � 10 20 12 12 1 2 -- 1 COFFEE STA ;> ------__________ HOOD CONT. � �'% �' t� ) I 1 t- r o o z o o o ii :t 4i ; ,I ti �, .. • .,.. L.� m U m J : k`*•r rh...q Fi / ,/ I _n 7. `k•/I -� M x X HOLDING CAB 1 -- 1/2 12 12 20 11 , 1 8 1 0 12 20 12 12 1/2 -- 1 SODA/BEER CASE ' PACKAGE �,��� � } I Iws, ,. _ _ -___.__._.__-__._--------...- -- r' x m'.%,:., ��t ,.:i *,,. K 2 J >A�.�- 1 1 S/S DISH TABLE - CLEAN 72 ES ES -_ - -------- _ _ -.__ HOLDING CAB 1 1/2 12 12 20 13 1.8 0.4 , � '.: ; It 14 20 12 12 1/2 -- 1 CONVEN RECPTS ��_ �� .- LL ' 1a 1 S S DISH TABLE OVER SHELF ES GC HOLDING CAB 1 -- 1 2 12 12 20 15 ;' 1 8 1 6 � . /2 -- 1 MICROWAVE %/ -` " 19 ;- ,- - --_- _"V � V �o s`' - / 16 20 12 12 1 -- � � K-.s °' ,,.1 � o f ���� ', ! 100A NEMA 4 DISC SW, FIELD COORD K .;; ) �� 2 1 LOW TEMP DISHWASHER ES CPC 208 3 49 A DC K-1/3/5 17 / / i s ! C, � 0 t ;, '.'.. » » OR WARMER 2 -- 1/2 12 12 20 ,,,...I ,, 1 6 1 3 18 20 12 12 1 2 1 FREEZER REFRIG ` % : ��,� 00 0 � 19 1 6 0.6 £ ,`„ 20 20 12 12 1/2 -- 1 CONVIEN RECPTS F' A t i s I - _ a co ,1. 3 1 S/S DISH TABLE-SOILED L ES C/PC s �:.s ■.._ N e.l -- -- -_._..._._ _.__._ _. - 21 1.6 0.4 22 20 12 12 1/2 1 CONVIEN RECPTS i; \ J ,, _ L o v� C9 A l, _ WARMER 2 -- 1/2 12 12 20 ,, _,x 4 / c - �? '. 4 1 S/S 2 COMP STEAM TABLE ES C/PC __ I -- ---- '� I.n t f i :. ., .. ., _ ,.-.w, .... .. .Ise,„_......_.___._.__. 5....e.. r.: f 3. T `... .� I 1 23 1 6 0 9 24 20 12 12 1 2 1 2-DR REFRIG \ < f. - U o , .;,... . ry ! Ir .> 1 S S 3 COMP SINK KITCHEN U.C. FREEZER 1 1/2 12 12 20 25 0.5 0.9 „,,,I, 26 20 12 12 1/2 -- 1 2-DR REFRIG ';` ,, _ _- \I ), _ I _ rn . . q 8 / ( ) ES PC d,,c 7 , ., �' 1 2 �... -- ,, 20 3� <�tf ^ �,f MICROWAVE 1 -- / 12 12 20 27 1.6 0.4 28 20 12 12 1/2 1 SLICER r e 11 <: j �.F„ '� E ,t"` I 3 SP1F<t.., u. .,.C.:S Y,S,„. LL 1 ,(..� i ,I .,.__.._...�.._.,................j --.._-.may 4� 1 S S WALL SHELF W POT RACK "„ ,. , , 9 ES ES ' ,i _';, . .. : r : . / . /. / - --- ---------- - . __ 1 :1 . 4 _..t.. / �/ � �m■m■�� ■■nm .. � � ,. , CONVIEN RECPTS 1 1 2 12 12 1 6 1 2 -- /�, / .- 0 , , ., , „ / 20 29 -,z. . �-• .... .. .... : .. . .._:: 0.7 30 20 12 12 / 1 MICROWAVE ;�,�/moi/�;z�////f.'��, K-3v - /, �:. .--___-__.` _27_r .....__.._. t �� ! � . .^ �� � ` i .�> � ,�' ' 'r;.� . r'./%ffi� I:',,'��f��/f�f.�° l�%!:;�%��€'°'� i - s- O p € $. I //,moi/// '�'' ` 1 MANUAL SAFETY SLICER K-2s 10 ES ES 120 1 3.5A C&P -- 1 2 < �.,, -- /. / f € TEA STA 1 12 12 20 31 1.2 0.4 „„, 32 20 12 12 1 2 1 CONVIEN RECPTS lEw.. �. ,f ; :: AIR cuum ACF-3 ;.. ' - _. -,a - a ! ,. ,._,_ _, t. 22 114a ,__,I € �---( a, _-. - __ �Ir., f W.v4.k,.._ r : ._..,. " 14 _ c K 2 K s Ike CooRD SWITCH LOCATION WITH Hoop VENDOR COFFEE STA 1 -- 1/2 12 12 20 33 1.8 0.1 � ` 34 20 12 12 1 2 -- 1 SHUNT TRIP PWR ;, K. K 4 17a ' r , I, "'.. 11 1 DISHWASHER HOOD 6 -6 X4-0 0 CC 120 1 5A -_ K-7 AND OWNER / _ ,r € , : f \ __. ;� r.C _ nz �� s _ . i.__�I 1 __.TE m_ J__ 1.�.._.....; t......... 3 f l N U TEA STA 1 -- 1/2 12 12 20 35 ,� _ Q 1.2 - 36 SHUNT TRIP -2t/23 ;�sEz �,;' _m�.:w_ I 0 E� A OVErt . . t n : ,, Via...�� a 14 3 FRIALATOR ( W/ WARMER) ES CPC 120 1 6.4A* C&P ES K-3s, K-42, K-4s SHUNT-TRP -- < J .. ._._-,.,I i Ko t _ �' COFFEE STA 1 1 2 12 12 20 37 1.8 0.8 38 20 12 12 1 2 -- -37 "` EI 0 ER `�� 1Q % 0) '� t. 1 FRYER rn . _ . ,: / . ,.�. . / ,, - _.:. - zti �' / j ty,"= E -_ i [ $ I tf .,l is € - �. i 16 1 47 CHARBROILER / FLAT TOP ES PC REFRIGERATOR 1 -- 1/2 12 12 20 39 0.9 52 17 ' I ' '-l' I I _� ., [ I . -- � 31 c s 40 SHUNT TRIP F;AT °z,� / � I / = � , 2 FOOD WARMER UNIT - 60 L K-17 19 21 23 CHEF BASE 1 -- 1/2 12 12 20 41 1 pl. x/���w 0.7 0.8 42 20 12 12 1/2 -- 1 FRYER w i d( ;,; -_ji ' \ ii _. =-, , , 17 ES ES 208 1 15.1A DC / / _ y 51 i ' ; ( _ -�, �I ! ;i 51 1 % - -- CHEF BASE 1 - 1 2 12 12 20 43 0.7 -- f 44 SHUNT TRIP I I _' I;,,. I I I i ; _/� - ,-, t _ 1 FOOD WARMER -FULL SIZE K-s / '-35 114 1 4 �42 ___.-I ___.____. _: I €- __ __ _{.._ :� f� . ..( �_.__. 1�� ,__ 1 ,! 17a ES ES 120 1 5.8A C&P SPARE 1 -- -- -- -- 20 45 -- 0.8 �h, iNe,,� , 46 20 12 12 1/2 -- 1 FRYER -2s I - ! ;s= ',:, . '` 3 SALAMANDER BROILER-GAS SPARE 1 -- -- -- -- 20 47 -- 48 sHUNT TRIP � I 1 �.I_ , ;! ° � ;;3tI � 52 %; 18 ES PC K� 114a I I 14 . ., 22_.. ..I 1 ;f� ,'. �� I:;,, I I �__ ._( !,[ 38 I''i aw 150 50 20 12 12 1 2 1 OVEN / .xz: .. z-'nr::: �I I� �..,.. x /; G _r,,, ;" ,;, SEF-1. EM-17/19/21 WIRE CKTS TO HOOD CONT PANEL, THEN SPARE 1 20 49 1.1 �. / __-_ _,: '� �__�'�� : �t. €-_' >��_- ' 19 2 EXHAUST HOODS CONTROLLED TOGETHER 0 GC SMS SMS SMS SMS ES /: _ :,.:: I � , 1 a,: ( ) _ - _ _- ,./.,,.,.. ,.r//i / /;�< -1-If g - =ti:_ , € K-18 I€ - E u;. KEF 1,2. EM 23 25 27 EXTEND TO KSF 1, SPLIT/EXTEND TO SPARE 1 -- -- -- 20 51 t -- -- 52 SHUNT TRIP J v II # - - K-�s ;, rt.., K 12 �_. ,,._ ,, KEF 1 & KEF 2 0 0 E �c„ ,,,i..; i ^ //iii�,.�. ,ia...� .<,^,/ /r.Fri ///i /f /,�,;/r. /ia,�i o/�/il/I LTS CONTROLS. EM 29 N RO F. EXT ND CKT �_.., TO HOOD LIGHTS. COORDINATE WITH SPARE 1 -- -- -- -- 20 53 v„, 3 1 1 54 20 12 12 1/2 -- 1 OVEN ; y 1 ;! ,T _ �� � s;La 1 SPARE 1 20 55 ` 56 SHUNT TRIP %ISI �c - - �, „. VENDOR FOR CAT5 WIRE FROM HOOD -- -- -- -- x,,..: ,'. �2 . .. . ., ._I_ M - -- 0.4 1 ; ';,,,, 58 20 12 12 1 2 -- 1 CONVIEN RECPTS '! << g K- 2 {, 63 I I 63 l I CONTROL TO HOOD SW's AND 16 2 WIRE SPARE 1 -- -- -- -- 20 57 - TO ROOM SENSOR AND SENSORS/MTD u� � / sta a., IN SPARE 1 -- -- -- -- 20 59 -- -- 60 -- -- -- -_ -- 1 SPACE _M° I 3 {J A�`LE I �, Z IL /i -___.._ EACH EXHAUST DUCT. ; I -- - ._ __________.._._ TOTAL KVA PER PHASE 21 1 21.3 20.9 CONN DEM DEM 20 2 REACH-IN REFRIGERATOR-1 DR ES EC 115 1 7 A C&P K-41, K-45 ! r- ; _ l ,wf 20 EM-8 i EM-15 / TOTAL CONNECTED KVA 63.3 LOAD FACT LOAD /' ' J " ' J 4 s"/_ ,.t .I i + ✓i' i i at_.. /€ �:. ..�e ilY I i�aFv I /" i, I �' CONSULTANTS 22 4 MICROWAVE, COMMERCIAL ES ES 120 1 13.2A C&P ES K-9, K-27, K-1s, K-30 LIGHTING LOAD -- 1.3 -- j E 34 , ' �I, I $ ' ' NOTES: RECEPT LOAD 3.5 NEC 3.5 31 ! I i, I c I ;, - I 'I BEER' E FREEZER j 3 26 2 S S WALL SHELF ES GC .. ., _ -29 ,__ f - STRUCTURAL ' 1 1. + INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD 0.6 1.0 0.6 /, K-32 `' I'' J EM-8 tlf"`' J EM-15 ! 3 �s ` 30 4 S S HAND SINK w FT. PEDAL ES PC I i I ;i ro) ,ll / MCVEIGH & MANGUM / / 2. PROVIDE HACR RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD -- 1.0 -- ' c 1`' }° '' I %' NGINEERIN INC f 31 2 DROP-IN POST MIX DISPENSER ES C/PC 115 1 1.5A EM-30 BOTH SAME CIRCUIT 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD 59.2 0.7 38.5 % i1 61 < ^ 3 t ^i s ' 59 j j' E G, " i i 9133 RG SKINNER PARKWAY 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 63.3 42.6 / 22 ;F'£I ; � " !I! 57 f, 32 1 ICE MACH. CUBER-HALF DICE ES PC 115 1 1.1A C&P EC EM-22 / f I ! K_3 1, I I ` ._,�I % JACKSONVILLE, FL 32256 1 .r 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 118 II 1 -- i / I r-, f H. 904.483.5200 t _-____.; f P �. 32a 1 REMOTE CONDENSER UNIT / % - I _, I 15 _______-_-_-. _- _-_- ___________-_________-_--_ ____-__--- ES_ PC _ 208_ __1__._.._40A DC -EM-18 20 _____-________-_-__ _______---___ _-- ---____-- - --.._..__-... _ //� ;-._. 4 ,! j t 33 1 ICE STORAGE BIN ES PC QQ , j -_ u /� I V l '•,,t`';3'i{ € 3 _I , f.� t I �11 I 28 t! __ 10 13 ' i I MCVEIGH & MANGUM Ix `,, ;` 33a 1 ICE CARTS $4 � _ mm.. �._ _.Ill'"' ._� 56 j ' 38 2 32" MEGA TOP REFRIG (DRWRS) ES EC 115 1 6.5A K-1s, K-58 i K-2s i ENGINEERING, INC. i1 I ;%1 !" , .. . : _------__-___ _----__...--_ __.___._--___-. _..------____.____-_____..._____.____.____-- -_ -_-_._.._.__----------_-_.__ _____.___....-- -----_-______-_- -----___ -__ _ --__ --________.---_---.--- !; I , n� 2 OR UPRIGHTS ,»�" 2 DR UPRIGHT I `. 9133 RG SKINNER PARKWAY 2-DOOR, DBL STACK 9.OA PER SECTION:-18.OA TOTAL -11 - REFRIG 13 REFRIG ( �, -% -� -� ' It �i t 41 1 CONVECTION OVEN GAS ES EC 120 1 9 A DC K-50, K-54 %y i = :1 J J I JACKSONVILLE, FL 32256 '4; 1 CIRCUIT PER SECTION, SHUNT-TRIP - t ' $4 128 %% 128 I ` ' COOLER }'Yrs j! PH: 904.483.5200 rk , 51 3 ICED TEA MAKER w/DISPENSER 0 EC 120 1 15 A C&P ES K-31 K-35 K-8 VENDOR SUPPLIED -------- /f-f% ' -- - - - /4 I _ ; ° �, I 1 j -..i %' ELECTRICAL ,. W K-24 0 F- t .._ l / '' / COF - - - -.. _ E _ FEE MAKER / �_�._.._ 1 0 EC K 33 K 37 K 10 I 52 VENDOR SUPPLIED .� 3 120 1 20 A C&P ES �:��,, E __..___.....___._.. r�...._v _._ �; <r , .,r . ----_ _---- -------------- - --- --------- ---------------------------..--- ------..---- ----- - -.�--- ---------------- ---- - -- -- ------- - - - - - is MICROWAVE /- '- I �`, o _,__.v � �2 oN SHELF ./// ter/�� /l//-;;//, // �/, ;, I MCVEIGH & MANGUM Q 53 2 36 WIDE GAS RANGE-6 BURNER ES PC ES ' ' 208 3 9.3 A EM-1/3/5 _ ' c 6# '' I /� -33 2s ' °t K-� ` ' t, I .. ENGINEERING, INC. 0 56 1 WALK IN COOLER ES SEC u5 1 1.8 A pC _ v, 52 " ' ' ` _.___ ________._____ _ // 9133 RG SKINNER PARKWAY / EM 7 _________._ _ t : i Y 120 1 2 A K 2B ' ,///'viii/�/iiv,:,E / r may, / �i /i/ / i ��'i�.� ;epi f/ ; JACKSONVILLE, FL 32256 t1 Z fi � 7 kj , I 0 208 3 28.8 A EM-9/11/13 51 K-45 i E I ¢, -1 -t- J /� / . PH: 904.483.5200 57 1 WALK IN FREEZER ES S/EC DC EM-15 -31 ;'' EM K I, `', I - 1 115 1 6.3 A I / /.1-� j E a - ' ink , t, ' / 4 120 1 3.2 A {20 /L -L7' '' %1 'ATs' $R� 'I� -- / t / LANDSCAPE ARCHITECT { ` I- 208 3 15 A EM-2/4/6 !w:y:,w I 1 W 59 1 WALK IN COOLER (BEER) ES SEC 115 1 1.8 A DC / / E__ _____._;Il f "> -_j �__�EM-38/40/42 / j' EUTHENICS STUDIO /:„ �/,, - 120 4 A EM-8 / /� `,t; I ;< _, eft I Z e - .__ r ! ,/ ,d r�r%/ i;// I c % //f�; 1650 BEACH AVENUE /�,, 7 y: 1 E ° 61 11 SHELVING. POLYMER COATED ES GC r ,i 1=. I K-20 / I 107 ,. ...._, f ATLANTIC BEACH, FL 32233 Z 138,E / <- - --, L kI\`_`� O �- %�',� PH: 904.246.6219 W 62 1 BEER TOWER- 4 TAPS ES PC > .. - / _._. MDP 109 I_ E.' °i 65 1 TOP MOUNTED BEER DRAINER ES PC J s ,. / / 0 66 1 BULK CO2 TANK SD SD PRESSURE FED c 'LC' %I s�� s6 1 / �� �' I I ' \� \ \ C %\ � C \ / REVISION DATE Cl i �a r J t:- w }! K 22 , ; ,,f/ / / PERMIT SET 12/13/13 %: f, f,/ '/% f 69 S S WORK TABLE ES GC / �€{is,1 "J!<,,:I r " }] I I i s -- ,E. fi/ %i// .. .•. , ,::. _.�..._..___'---__--.__.__-_- ._..-. ._._-....__ -. ----. ____�__.-.-.-._.-.---__..___._.. I(� €1� }\j 13t p _ .... ,.... _ _ _...._._.-......._.____..�....___.^ 1 , \,__. /�I IE I!,E 1 I: 69a EXPO SHELF - i I. 1 __ _____ _.-_ _ I - Z -, y ' 0 ¢ r r :i e (j i i �' t,. y �j s', W Y/ G CxEI I ....... ........ f ... - I ; i �s ,. � I � ■ 1y - d _ : 69b 3 S S WHEELED WORK TABLE [ ,, I L. - _ _�__ _ _- mm. ; ■ - S�.a €t 0 I > 2 Q 70 3 S/S HAND SINK @ WAITSTATION ES PC � 42 ' ° I/ ..- ____ ---.--.__---_ -- ,.,�' f Y I lI £ ' ..._46.... t t')t t L. ...._, �Ti m 75 1 S/S 2 COMP PREP SINK ES PC ' I E w. 'I .n j _ , ��� -' I ,`�y ,� "f' .: -' Imo, I I'_} I }j]3 :.) / .. 1.,i Y• ".. J�`T ..� ✓.�.'. E i_r 15 f .,' J -_____.. ! I ll 84 3 HOLDING CABINET ES EC 120 1 16 A C&P K-9, K-11, K-13 /1 r,%/ __ �. / __ a ELECT. FOR 1 EA CARBOATOR 2 REQ D w,:,.. °' la / / I` _ - O 1 ' %•`/°`. _ » I;{, ° 85 1 SODA BAG IN A BOX RACK SD CPC 115 1 .5 A C&P EM-2s McCANN'S 43 SERIES EQ ON WA SHEL -- I I I €� ,.-_ T,Q KEF 4 I o , //t -3 IIO t/) r, - n / ,I ' / EM 26 44 s I � _ 4_ Imo/ ' 11 I f ___z i ✓' .__ � I Q 86 2 COOK AND HOLD ES EC 120 1 16 A C&P i ", •- /' -- 1 �,. Y I t % W c=:. i i ,,. M1 . - 0 101 1 COMPUTER OFFICE PHC C/PHC SMS SMS SMS C&P SMS EM-34 ,p••f �.. P � i EM-34 ` f 1 i!�! - s I Q 103 2 3 DRAWER METAL FILE CABINET 0 GC _ (f .//... \� / FIRE A,_Ae'%t .._.� E € r' ; ' V _f___,,€ , 4 j -- -------- -------------- - {3 _..._ I 1 ) T��)s, 6A�.. \ t ENGINEER'S SEAL 104 1 OFFICE FAX PRINTER 0 0 ___ __ __ F' / --_------------------.._.._...._.._ �� 2 /// ' € vF W_____.,,,,_..._._.,.,..,,,.._,.,.____y.,{ : E ll ,,/✓: jai., e, 1tt f4/ i 2 107 1 WATER SOFTENER ES CES 24 SMS SMS DC SMS EM-36 e ' ` " 109 1 WATER FILTER ES CES 120 SMS SMS DC SMS EM-36 rr / ( _ I W D a cn s .. �� / 1 1 O , - E 1 1 ' �,'' 112 1 S S WAITRESS STATION 0 0 f ,... I.� 1 I :rs 1 . k r W _-___._____ _____..____ ---_ ______ _ _-_T __--. --._________..________ _______._..__..-_.--_.___ _.___ ___ -______ -________ Is' I ^/!' 1 j ._..._ W ( �� ._ � / - _f `� 13: ri / 114 1 FLAT TOP REFRIGERATOR - 2DR ES EC 115 1 12.OA C&P ES i o- _ F- I s+fi't Y3 S - .;,.u2; ' � `` s�¢". -'r- .,"`j. .'n ---1 I ,. _ .... e_.. a -1 ; E i O l___.. k. x I t...... I I - �;; f 114a 2 27 UNDER COUNTER FREEZER ES EC 115 1 4 A C&P ES K-25 ! -:�_ % ^ � � I / - I o _._ - �. � - - t J! o 2 36 REFRIGERATED CHEF BASE EC K 4143 �: W 116 ES 115 1 6 A C&P ES -.-.. ..... : . ...... I /`// �f� �/�/'. r. ...f _ //f.f//��%tri/,�1.,i./:'.��.:< .,��/1%/%''r�,, l' �;,i�'i � !:�!/ r2- _ - I_ _ / ---_ - -- _ } - - _._.. _ - -- -- -- -- -- ------ - - - -- -- - - - - _� ^.v F_ e „v,_ .__ r . _ _ __ r r_ /. / i,l.//li ,. /,/. r I/lT�l/TSL,I li. i - _/ ' /: _ r _,..../.... T�/9�!` T/� fel. ,,.,1^</ /..,. -- ll/.,_/i/!, .,.� /:,r ,/ 1,,,:,.,._...1 g 120 1 OFFICE SAFE 0 0 F - -- -- _._---- ql` 31 x' _ ...__ w _....,_` is _".�... t� 0 128 2 UPRIGHT TWO SECTION REFRIG ES EC 115 1 7.4A C&P ES K-24,26 _ __..__..._, �;, I' �` 's �,� 150 1 SOFT DRINK / BEER DISPLAY CASE ES EC 115 1 8.OA C&P ES tI I � m t +i, - t n F- '�. � � 0 2 BAR POWER PLAN 1 KITCHEN POWER PLAN Z Z E1.2 SCALE: 1/4" = 1'-0" E1.2 SCALE: 1/4" = 1'-0" `i o U O BAR EQU P M E N T S C H E D H E CARD DWG- FILE No- f .: 4 5; f a . �` i W f11 ,� dF`': _ ..;; o DESCRIPTION ELEC. REQ'S CIRCUIT REMARKS SCALE I` U) AS SHOWN " LU ABBREVIATION LEGEND ... W m } o0 ow LL Z r DRAWN BY ' ; ,:Z Y m � � w ¢ w O w Q m tcn : ¢ z Z F- c) o w z o � � F= z � 11 m o m o r) o_ o� o� l .y O O- OWNER LEGAL DESCRIPTION 7 1 S S HAND SINK- WALL HUNG ES PC 1 �� _ ----.___._.__ _.._______.____.________.._. ._________.______-----__..------__.- __-.._ _..-_.___-__..__ . .._____. ____.____.________._.____.-.-....._.-_.--_-.._...-._.-.-........_..-__ _-....-. ...._._ -. GC- GENERAL CONTRACTOR 0 34 3 36" S/S COCKTAIL STATION ES PC -__._____ _____._..._..-_.______.___-__._.__.._._._.__.._..__..._____-__.__.___ --_._._-_ --__-_.___--__ _._--._. .___-_-_.._-____ .__-__ .___.___ . ..___ .________-._._..________...__..__...___.__._._-__.. .._ ' ' a 35 1 18" BLENDER STATION W/ SINK ES PC ° 36 1 BLENDER ES EC 120 1 12 A C&P ES M-35 EC-ELECTRICAL CONTRACTOR NAT-NAUTICAL FURNITURE PROJECT PHASE ' 1 FLAT BOTTLE COOLER, 4 FT _ ES EC__ 11.5_ 1_ 5.2__A_ C&P ES M_-33 PERMIT SET > __42---- - . - -- --- - .------ -- - - . - - -_ _-_ ____-.____._..-_..__.._--_..- --_------._-._-_._.- PC- PLUMBING CONTRACTOR ` W 43 1 S/S 3 COMP BAR^SINK- 4'-0" ES PC - _ PROJECT NUMBER 48 L ES EC 115 1 6.2A C&P ES M-33 - SP- SEE PLAN FOR QUANITY FOOD SERVICE AREA ELECTRICAL NOTES: k I ii 44 1 GLASS FROSTER, 18.1 __ SAT-ATLANTIC SATELITE " # . ,t „ . 46 1 COMPUTER/ CASH REGISTER 0 EC 115 1 1.5A C&P ES EMA-7 SAS-CUSTOM SIGHT & SOUND 1. VERIFY EXACT LOCATION AND MOUNTING HEIGHTS FOR ALL EQUIPMENT WITH OWNER AND KITCHEN VENDOR. 0° _j 62 1 BEER TOWER- 4 TAPS ES _ PC __ _ _ _ 2. E.C. TO VERIFY ALL EQUIPMENT ELECTRICAL REQUIREMENTS AS REQUIRED PRIOR TO ROUGH-IN. E.C. TO - ; I v � . Q 63 2 CENTURY CITYPOWER PACK ES EC 208 1 BRKR EM-10/12, EM-14/16 PLUG & CORD TWIST LOCK (4-WIRE) SD-SODA DISTRIBUTER PROVIDE MATCHING RECEPTACLES AS REQUIRED. J f ? 3. ALL 120V 15A AND 20A RECEPTACLES IN KITCHEN AND BAR SHALL BE GFCI. �., �J NEW CONSTRUCTION 65 1 _ TOP MOUNTED BEER DRAINER ES PC SMS-SEE MECHANICAL SCHEDULE 4. COORDINATE FOR SHUNT TRIP INTERLOCK OF E UIP E T UNDER HOODS WITH RESPECTIVE HOOD E ' ��U 71� U NAT EC NA C&P- CORD & PLUG //�� I 0- I- 100 4 BOTTLE TIERS @ BACK BARS / SUPPRESSION SYSTEM. EXTEND SHUTDOWN INTQERL CK TO GAS MAIN VALVE AS WELL (VALVE TO IBE �t�9 t ami 137 1 60" WINE COOLER- 2DR ES EC PC 115 1 5.5 C&P ES M-31 RSM- RAM SHEET METAL MANUALLY RESET.) ATLANTIC BEACH, FLORIDA x L = 138 2 S/S TABLES @BARS, PER PLAN ES GC DC- DIRECT CONNECTION TO A DISCONNECT 5. CONTRACTOR TO INCLUDE ALLOWANCE FOR UP TO 5 POS STATIONS IN KITCHEN AREA AT LOCATIONS TO BE RE: ELEC DRAWINGS DETERMINED BY OWNER. CIRCUIT ALL TO EM-35. ' Y Y 138a 2 S/S CORNER TABLES @ BARS, PER PLAN ES GC ATLANTIC BEACH cV Z k � W COUNTRY CLUB 0 MCVEIGH � MANGUM ENGINEERING • INC KITCHEN AND BAR ° 9133 R.G. siuer Parkway POWER PLANS i r7 Ph: (904)483 5200 Fax: (904)636-6770 CA 6330 email:mail@McVeighMangum.com MEng.of Record: License No.:E } N U )� I I it t _' These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright F ` ' '^ +': I, t'' I'. ' rotections a I to the overall form of the structures,the arran ement and com osition of s aces,the materials and selections,and all other '■■� ■ I;' I P PpY 9 P p f I U{; elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. au 1, G.° ill E # i ;: `L ' a 1.• .. _ _ _ _ - __..-_ -_ -__- ... _ __.___. _--__.-__ -.-- _._._ -___. _ - -.. _ .. - _ ........_. ......v_ ...._,_..1.�,._,._.,.._. :.- --_-__ s,._r...��v1_ _ a.. -..- -1 '_. ,. .• - __- n _-. ... -.. + _.._ � .. _ _e-.. - _., _,�....._ __u 1 • ... ,, � I } 1 DO NOT MEASURE DRAWINGS——— ——— NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 5 T-7 h'—————————————————--L,PE Z LO (N CD (N Cy') CY) 5V -(00 A cu L0 -2 0c) CD LL LO LL 00 CD cy� rz C) ip CY) C) 0 CY) C) ZLIT..�;- 7 M < LL +j M U) LL .............. CD *K, LO SLOPE T oc) C) LO 00 CY) 4A I 110c; C14 (D C\I (D C'� (D I....... CY) C) CL L) DIS. 4-- D.S 12:12 2 0 0 II --------------- F- I00,5V CRIP C\I IIT Roo-17............ "AL t,',QL'f I < 12:1 TE V LEYI HED DON11 -I ED I1) iED�()Rhlej IL S ED copu S ED D�RtIE VALLEY IF F F 1F r 1 r "IF F' ' F F F F IIF IF IF F F F F F 19 I I L _j F tN _Y1 ­nLEY EYCONSULTANTS IVA L!I MCVEIGH & MANGUM D.S. ENGINEERING, INC.LEY VALLEY IIF F F 'CUTTLE ACCESS 9133 RG SKINNER PARKWAY F F F ' r F F ! I 5 1 1 F F PH: 904.483.5200 JACKSONVILLE, FL 32256 F I -IFTF MP&FP 7 F 1 F F F 1 RTU-1 F t...W`LLEY� HEDIDOWAAE Ld I Z i �E.I ITE. MCVEIGH & MANGUM Ey ENGINEERING, INC. EM-42 X 9133 RG SKINNER PARKWAY Lu JACKSONVILLE, FL 32256 I .......... PH: 904.483.5200 INSIDE DORMERS', APPROX BELOW WINDOW, TYP. ............ ELECTRICAL< 12 IPARAPET lMCVEIGH & MANGUM Z P I0 TV, ,V6 Z ENGINEERING, INC. 3 RG SKINNER PARKWAY 0 IIIJACKSONVILLE, FL 32256 U_0 ItI —,77- - - - - - - Z I I , , i I I I - I I IPH: 904.483.5200 F_ ZLAT ROD W ................ v LANDSCAPE ARCHITECT 0 Z IEUTHENICS STUDIO 17- tZ W 1650 BEACH AVENUE --_SL,EA IL I ATLANTIC BEACH, FIL 32233 ECORATIE R tPH: 904.246.6219 Z SLOPE�7_12 I0 0 REVISION lr IIDATE PERMIT SET�71 12/13/13 Z<W Z< I> �T_0 CLUBHOUSE ELEC ROOF PLAN ry t 0 SCALE: 1/8" 1'—O" Z SLOPE > Z<Z W Z ILI HT TOWER, TYP ENGINEER'S SEA 0 0 LL) 7 LOPE SLOPE Lu 0 <.........I0 0 IW U) I(2 -777---LLI M F:T1 P O -F 'F F , F� F � F 7,0 IF Uj Q- F F 7 F 11F Fil F 0 tF A'Al LEY LU A. C Iry CADD DWG. FILE NO. /V LU W SCALE EWEATHER VAW­­­­_-1___'­7 IIAL ------ CU5TOH TENNIS MEME< [7ASSHOWN co 7 f SLOPE DRAWN BY Lcn 'qQ LEY L tT F F ILEGAL DESCRIPTION F �F F'� F F F ILL r 0 rr F F Z ----------- ------------ FIF F 0 HED 0.- Si Eq D,)Fq,4 LU f>W .......... PROJECT PHASE V t LU PERMIT SET rr,U) INSIDE DORMERS, APPROX 12" BELOW WINDOW, TYP PROJECT NUMBER 18-11-rD 0 DEC 1 3 2013 4—0 Q� 0 < ATLANTIC BEACH, FLORIDA r2 POOL HOUSE & TENNIS SHO Z 0 ATLANTIC BEACH -Opt 0 SCALE: 1/8"0) COUNTRY CLUB CD, U MCVEIGH MANGUM ELECTRICAL ry, GINEERIN G - INC �2 9133 R.G. Skinner Parkway 0 Jacksonville, Florida 32256 ROOF PLANS 11h: (904)483-5200 Fax: (904)636-6770 CA 6330 email: mailgMeVeighMangum.com Eng.of Rccord: Thomas C.Nielsen License No.: 53492 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1996. The copyright protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. IT E1 . 3 DO NO1' MEASURE DRAWINGS tJITECT OF ANY AND ALL DISCREPANCIES NOTIFY ARC! ...........W6 PRIOR TO CONSTRUCTION. SEE GENERAL NOTES W6 .......... IA—-----------S AS r----- W IIAS As AS AS OLF PR�Q E;r OP_.......... ...........I5 LO CD C As (y) I ............ ............ 'r- CD 0 00 II0 Lr)IL IIIOU CD (y) AS AS Aa—i IC: CO I0 0 (n 4 .................I .......................... .............. . ...................... V) :3 CD CY) =3 6t ICU < LL 4j (U ------ U) LL C) II TR� W iC:) LD ;t:: 00 OC) 00 -------------iGOV C�Wb IC\I W6 0 U) (q IDINING W/ H PATIO............... ILL06 tI0 C)) IL-1,3,5 L-25 (U................ 6 .......... I L W7 I W7 W7 IIE2 0 ....... ................................................... V.,..........C6 0 IM III ........... ............ ........... WINDOW L) C\I C\I 00 D D F o05 G C6 I 11-C6 -LOCKERS .. ........... I ..........-CAB IAR IIDINING L 7 LOGGIA F IIW/ I ............. D I'LfOUOR*STQRAGff`-." IU W hItCAL. -&:.COOLER 3 W3 IPKIV a27 OA1 IF OD ME `VA_I`E-' D ISERVICE D IL Q Q I'04 II.................... ILMA 5 W6 I 'MEZ4- ACii D 37A7 DINING Fj AL )ININ 119 -BEER. - -ID COOLER'Vy 'ONSULTANTS ...................... ........................ -—------- III............. ............................. < .114U 1 r D PIP% IMCVEIGH & MANGUM ..BE IL-9............. IP ENGINEERING, INC. I9133 RG SKINNER PARKWAY IIA will I N 1j IJACKSONVILLE, FL 32256 I14' D 2 2 IIIIPH: 904.483.5200 IUUU _1K .D ............ �114-1 I .......... .... ...IWUMEN.S ��IVATE­ VE III .......... MCVEIGH & MANGUM 13 —2 I-.CAB- V STIBULE A MP&FP EMA -15 11 E TRICAI: MkC`H� IERVICE I-0-11_r.�' N3 L-13 L-19SERVICE Wb ENGINEERING, INC. AS -------W4 W3 IAS' W3 M ...... 9133 RG SKINNER PARKWAY —17 ............ ......... L PLAN NOTES: JACKSONVILLE, FL 32256 ........... D D-A AW rN... .-AW W LL 1. SEE ALSO E1.3 ROOF PLAN FOR TOWER AND DORMER LIGHTING PH: 904.483.5200 --------------- 10 -1 ............ ... ITHERWISE NOTED ELECTRICAL ARE TYPE 'A' UNLESS o 2. ALL DOWNLIGHTS LU NIEGEPTION! --------- MCVEIGH & MANGUM F- 1i 3. ALL SCONCE LIGHTS ARE TYPE 'Wl' UNLESS OTHERWISE NOTED 1101 IC.- 'QrF.ICE. L 4. MOUNTED ABOVE COOLER/FREEZER FOR STORAGE AREA ENGINEERING, INC. II9133 RG SKINNER PARKWAY D I DELIVERY ENTRY JACKSONVILLE, FL 32256 D =3 ........ D FOO ESTRO R04 IPH: 904.483.5200 IL........... II0 Z 0 STATION r ILANDSCAPE ARCHITECT 0 ILL OFFICE 0 EUTHENICS STUDIO FOYER EP3 D D LD D Z 1650 BEACH AVENUE 1100 W --------- ATLANTIC BEACH, F - PH: 904.246.6219 Z W6 0 C3'SEE SITE P�AN SER SITE PLAN L ------Z III ---------- DATE REVISION of W6 IPERMIT SET 0 2 I01/24/14 0 PERMIT REVIEW (n Z REVIEW COMMENT 01/30/14 FIRE PLAN < L---- r-----W IW6 Z > CLUBHOUSE LIGHTING PLAN < ------- - - Z M MAIIIN ENTRY SCALE: 1/8" 1'—O" ---------- FO 0-1-A]0 r-----0 ........... ILL S--__ rA S Z IIZ I C) ENGINEER'S SEAL LU IZ C8 S0 I 'AS S ILU IS C U) PORTICOCHERE F7)O1 W7 E' I ...........LLJ IIi. .IM IRCOM.E.=54�I0 o.5 01 I0 IAS,- AS..' OF W ---- 4- _4(/W7 .......... r U-1 AAS,M -AS AS'ul CADD DWG. FILE NO. I0 0 S-20 W6 TS W6 W6 —22 -A. SCALE LU r—7 P AS SHOWN Uj r_NM:,OUNTAI�ISI RECEPTION PRO SHOP DRAWN BY =140�]VESILOUCE LU AS"II :.A$ A� tcn LEGA N 0 S:C I0 A -AS C - C C LL 0 F< PROJECT PHASE 0 COVERED IZ C1 PERMIT SET POR I ............=01OA Itit AS C C W PROJECT NUMBER > C.ry tW C C 18-11- In-IC RE5TR TEN IS SIORAGE. i14 IC/) COVE JKUH TS-20%�AS.I -- ITS-26(O < L 5HX 'ER Uj W6 W6 W6 Fr ICAP tLLJ :MECHANICAL W6 ATLANTIC BEACH, FLORIDA 0 C < --I-C ATLANTIC BEACH W6 W6 COUNTRY CLUB Z C� 0 2 POOL HOUSE & TENNIS SHOP LIGHTING PLAN Z MCVEIGH MANGUM 0 0 SCALE: 1/811 V-01) I N C ENGINEERING IC) LO 9133 R.G. Skinner Parkway LIGHTING PLANS LO (N Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mailgMcVeighMangum.com Eng.of Record: Thomas C.Nielsen License No.: 53492 O 0 E2 . 1 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection the structures, the arrangement and Act of 1990. The copyright protections apply to the overall form of composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. I ........... .......... ........... j" DO NOT MEASURE DRAWINGS _4 W6 W6 ................... NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES if PRIOR TO CONSTRUCTION. SEE GENERAL NOTES J C= VT AS As ................. V '�"W7 \Z X AS AS AS AS RO H OP ........... ERB QG`fERFD c4 V 007j CD As A- . .............. ........... CT) .......................... ....... 4CI C) ce) �X 0 00 C C) AS I \j 'AS A A CX A .......... C ................. ............. ......................................... .......... .......... .......... -TECHNIG), 0C C2 C: C) it 121 0 -�4 C C VV C < �R LL C W7 U) Lj ---------------------------- C) ............ ............... ........... 04 Q) L6 C) U 00 21 W6 PA .......... 2 CD 006 L-1,3 CY) 5 C ........................ ..................... .............. _C6_ .................... .............. L-25 C CY)W7 W7 W7 W7 --------------- 6 YY5 C6 DIC -- ------ --- 0 Q) BEVERAGE MEN S C6 C W',NDOW I-OCKERS F005 El�--2 .I r, _ i D D ........... C14 AN C2 L DINING L-7 LOGGI A !RC2' W7 RC 5 ---- - ------ ------ C 'LIUQ0R'qjQRAGE`-` A- ............................ :COO!-ER E B vi ..... . ..... ............... ....... W4 A ........... D 0 D D ICE EM A tj' IW4 CAE HARTCA. =/A D .......... .................... HALL IN[ 1 1=9 8.,,!E N 0 LU 'K wZ D -REEP- - - C-OD-LER .......................... 1=14A ANTS ............... .......... CONSUL D 9 D MCVEIGH & MANGUM ........... .......... ENGINEERING, INC. 'N 9TE D . . . 9133 RG SKINNER PARKWAY 4 JACKSONVILLE, FL 32256 C­ PH: 904.483.5200 D PRIVATE. u 14 CAB J 10 T] MP&FP L EMA-2 MCVEIGH & MANGUM -F�f TR�C At: 19 SFER v,CE AS 'A fl+ w L-16 W LMA 4 N-5 L S. RV!CE. .......... W6 ENGINEERING, INC. Uj PLAN NOTES: D -.-AW-.:' LLI D D JACKSONVILLE, FIL 32256 1. SEE ALSO E1.3 ROOF PLAN FOR TOWER AND DORMER LIGHTING PH: 904.483.5200 &ZLERY LU C f 2. ALL DOWNLIGHTS ARE TYPE 'A' UNLESS OTHERWISE NOTED ELECTRICAL ............. 2 'V MCVEIGH & MANGUM 3. ALL SCONCE LIGHTS ARE TYPE 'Wl' UNLESS OTHERWISE NOTED r. tit < Q� —27 L 4. MOUNTED ABOVE COOLER/FREEZER FOR STORAGE AREA ENGINEERING, INC. I D D ___�ELIVERY ENTRY D 9133 RG SKINNER PARKWAY C Z JACKSONVILLE, FL 32256 B 0 B PH: 904.483.5200 _T�TIO LL 'U 2 0 LANDSCAPE ARCHITECT 1100 .................................. 1 1=3 Z w `�OYER 7 D E� D D j EUTHENICS STUDIO Z - ---------------- L- ------------------------------------------- 1650 BEACH AVENUE 0 W6 Z CS ATLANTIC BEACH, FL 32233 w -D SPOT LED SPOT LE PH: 904.246.6219 UPLIGHT W6 REVISION DATE 0 CL W2 W2 PERMIT SET 12/13/1 0 ........... Z < w L---- < > Z W6 CLUBHOUSE LIGHTING PLAN W6 Z MAIN ENTRY 0 SCALE: 1/8 1'-0" ------------- ---- ---------- ry . ..... 0 Z < Z S -AS. LU Z .................... ............. ENGINEER'S SEAL 0 C8 w U) -AS -riCOCHERE POR w W 0 �.ieo 0 N1 0 0 Uj AS- AS.'. As. 1L W7 .......... .. ............. LU C3 AAA. S� 0 -AS AS . W7'N Uj tow CADD DWG. FILE NO. 0 ................. ry IL LU -TS-20 ry W6 W6 WIS \W7 `_/ . . . . .. . . " S—22 -,------ --r T —7 P .......... ............ ......... ....... 0.-71 0 Lli OUNTA NS AS SHOWN 140 DRAWN BY < A Q T4 '10 =tcn 0 ....... A DESCRIPTION C C U) T_ LL t0 \S F N OLT C MEN'S < 0 Z ............. PROJECT PHASE LU COVERE C 'AS> ' OW6 C w ry, RE 01' PERMIT SET U) LLI PROJECT NUMBER U) C �T 18 TrN IS LD COVERH........... TS-20 AS. A -AS ........... < 0) Uj L rr Ile W6 W6 W6 DEC LL1 0 0- W6 < Lj 41 _r 0 - __j Z C� 0 W6 W6 0) 0 r2 POOL HOUSE & TENNIS SHOP LIGHTING PLAN (D SCALE: 1/8" 1' r- C) MCVEIGH M) LO ENGINEERING 9133 R.G. Skinner Park, fy Jacksonville, Florida 32� -5200 Fax: (904) Ph: (904)483 CL �2 0 CA 6330 email:mailgMcVeighM f Record: WwfnaslC.Xf!nbum Eng.o These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright tprotections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of these materials can result insubstantial criminal and civil liability. i I }' J DO NOT MEASURE DRAWINGS GENERAL PLUMBING Ili MOTES PLUMBING LEGEND PLUMBING FIXTURE SCHEDULE PR oR TOCHITECT CONSTRUCTION.IONYAND ALL SEE GENERAL NOTES CIES M , ,t i ABBREVIATIONS - COLD WATER PIPE AFF ABOVE FINISHED FLOOR DESIGNATION MANUFACTUREf MODEL# FIXTURE DESCRIPTION CONNECTION SCHEDULE } 1. IN THE PREPARATION OF THESE PLANS, THE ENGINEER HAS USED BTU BRITISH THERMAL UNIT WASTE VENT CW HW WATER SOFTENER SCHEDULE ' °' � J CERTAIN ABBREVIATIONS, CONVENTIONS, AND SYMBOLS, THE - - HOT WATER PIPE I CONN CONNECTION 14-3/4" HIGH VITREOUS CHINA WATER CLOSET W/ELONGATED BOWL ^` MEANING OF WHICH ARE ILLUSTRATED AND EXPLAINED WITHIN THE CW COLD WATER FLUSH VALVE: SLOAN OPTIMA SENSOR REGAL PRO-111 ES-S (1.6 GPF) LI LEGEND. SOIL OR WASTE PIPE WC-1 KOHLER K-4350 3" 2" 1" -- PLAN MARK WS-1 ' _ ED EQUIPMENT DRAIN PROVIDE SLOAN EL-154 TRANSFORMER SEAT(NO LID): KOHLER LUSTER K-4670-C OPEN FRONT w.y ' " - - - - EX EXISTING 11 I. LO �, 2. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO VENT PIPE MANUFACTURER MAR LO ,%E i � ' , i" > INDICATE CAPACITY, SIZE, LOCATION, DIRECTION AND GENERAL FL FLOOR 17-1/2" HIGH VITREOUS CHINA WATER CLOSET W/ELONGATED BOWL(ADA) l ` t` ARRANGEMENT, BUT NOT EXACT DETAILS OF CONSTRUCTION. THE - -� TURNED UP FLUSH VALVE: SLOAN OPTIMA SENSOR REGAL PRO-111 ES-S (1.6 GPF) MR-300-3-TWIN U i 0 FU FIXTURE UNIT WC-2 KOHLER K-4368 3" 2" 1" E'z,xs ��; # FACT THAT ONLY CERTAIN FEATURES OF THE INSTALLATION ARE PROVIDE SLOAN EL-154 TRANSFORMER MODEL DESIGNATION AND N0. -ALT-PWS GC GENERAL CONTRACTOR SEAT NO LID KOHLER LUSTER K-4670-C OPEN FRONT t INDICATED MUST NOT BE TAKEN TO MEAN THAT OTHER FEATURES - -}-� TURNED DOWN ( ) o ur, ' GPM GALLONS PER MINUTE HARDNESS- GRAINS/GAL. - d- a, WILL NOT BE REQ'D. WALL HUNG VITREOUS CHINA URINAL W/ELONGATED RIM WATER ANALYSIS -> N o TEE, OUTLET DOWN co co v HW HOT WATER U-1 KOHLER K-5016-ET FLUSH VALVE: SLOAN OPTIMA SENSOR REGAL PRO-186-1.0 ES-S (1.0 GPF) 2" 2" 3/4" -- IRON - PPM N/A � ``' 3. COORDINATE WITH THE OTHER TRADES TO INSURE THAT EACH IN INCHES PROVIDE SLOAN EL-154 TRANSFORMER � � o cv 9 l TRADE SHALL HAVE SUFFICIENT SPACE TO INSTALL THEIR TEE OUTLET UP MIN MINIMUM `o LO - o SEAT(NO LID): KOHLER LUSTER K-4670-C OPEN FRONT DISSOLVED SOLIDS - PPM N/A r ,� , I� t ,sc o> 3 EQUIPMENT (DUCTWORK, PIPING, ELECTRICAL WORK, ETC.). PC PLUMBING CONTRACTOR c�i ,-°� o WALL HUNG VITREOUS CHINA URINAL W/ELONGATED RIM (ADA) m o C? t' +s; T&P TEMPERATURE AND PRESSURE SAN ORS SANITARY CONCENTRATION - pH N/A - co 4. IN GENERAL, PIPING SHALL BE RUN ABOVE THE CEILING UNLESS FLUSH VALVE: SLOAN OPTIMA SENSOR REGAL PRO-186-1.0 ES-S (1.0 GPF) _ °� `y sF "ii NOTED OR INDICATED OTHERWISE. RELIEF DRN. PIPING U-2 KOHLER K-5016-ET 2" 2" 3/4" � o V VENT PROVIDE SLOAN EL-154 TRANSFORMER o o v C0 INLET WATER PRESSURE - PSIG 30 MIN. } rn " ` '' #I f ED EMERGENCY DRN PAN PIPING VTR VENT TO ROOF SEAT(NO LID): KOHLER LUSTER K-4670-C OPEN FRONT - 5. VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND FIELD c� x WTR WATER WATER TEMPERATURE DEC F 70.0 / f co DIMENSIONS. � , Q x < GATE VALVE W/ WITH VITREOUS CHINA COUNTER TOP LAVATORY V ,ti ,l, � � ) LL U) u_ FAUCET-SLOAN ELECTRIC HAND WASHING FAUCET ETF-600 CONTINUOUS SERVICE GPM ® 15-PSIG PRESSURE DROP 134.0 ' ` rx ' o I "u. 6. ALL RISES AND DROPS IN PIPING ARE NOT NECESSARILY SHOWN. W/0 WITHOUT FLOW RATE 'r . I N L-1 KOHLER K-2196-4 PROVIDE SLOAN EL-248-40 TRANSFORMER 2 1 1/4' 1/2 1/2 r`�'/'%f" `% PRESSURE RELIEF VALVE PEAK SERVICE FLOW 11 �!Rj a00 o I � W WASTE TRAP- 1 1/4"CAST BRASS WITH C.O. PLUG GPM @ 25-PSIG PRESSURE DROP 230.0 ..�U � � .q d' 7, PROVIDE STOP OR ANGLE VALVES ON EACH WATER CONNECTION DN DOWN SUPPLY-3/8"ANGLE-TYPE WITH STOPS RATE v) 00 TO EACH PLUMBING FIXTURE. �4 ai BALL VALVE HW HOT WATER ` `$. , ',� HWR HOT WATER RETURN VITREOUS CHINA WALL-HUNG LAVATORY ADA WATER METER SIZE - NPS / QUANTITY 4 / 1 L M m 11'.1 ( ) 8. PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT BRACKETS, MANIFOLD PIPE SIZE - NPS 4" ,Uc o aS rn i FLASHING, HARDWARE, ETC. REQUIRED TO INSTALL A COMPLETE FIXTURE PLUMBING FIXTURE CO CLEANOUT FAUCET-SLOAN ELECTRIC HAND WASHING FAUCET ETF-600 c`u rn 0 11 7 - SYSTEM. DESIGNATION (UNDERLINED) WCO WALL CLEANOUT PROVIDE SLOAN EL-248-40 TRANSFORMER - a a 0 BACKWASH TO DRAIN PIPE SIZE NPS 1 _ L-2 KOHLER K-2005 TRAP- 1 1/4" CAST BRASS WITH C.O. PLUG 2" 1 1/4" 1/2" 1/2" C � � r- 4 9. PROVIDE CHROME PLATED ESCUTCHEON PLATES AT ALL EXPOSED - - HOT WATER RETURN PIPE SUPPLY-3/8"ANGLE-TYPE WITH STOPS N0. OF MINERAL TANKS 2 m O t'�f �t, WALL PENETRATIONS AND CLG. PENETRATIONS. OFFSET TAILPIECE INSULATE cu v , i n, OUTLET, CW&HW SUPPLY TO MEET A.D AP �{ _ O - I!f = \.. 1 GENERAL SYMBOLS MINERAL TANK MATERIAL STEEL N U q #' rx`sj s , , . , 10. PROVIDE CLEANOUTS ON SANITARY LINES AND CONDENSATE DRAIN EXISTING COLD WATER I 'L, 36' WIDE x 36 DEEP x 78 HIGH PREFAB GELCOAT SHOWER,A.D.A. COMPLIANT, DIAMETER - INCHES 30 (��) °' N LINES AS REQUIRED BY CODE. S.S.ADA GRAB BARS AND FOLD-UP SEAT. 1 " ` ` ' - • • - • ` - EXISTING HOT WATER PLAN OR DETAIL N0. „ ,4 SHEET NUMBER SH-1 COMFORT DESIGNERS 3838TR.75 L-BAR PROVIDE CFG CORERSTONE MODEL 40315C PRESSURE BALANCE CONTROL VALVE WITH 2" 2" 1/2" 1/2" MINERAL QUANTITY, EACH TANK - CU. FT. 10 � 11. PROVIDE ACCESS PANELS FOR ALL SHUT-OFF VALVES LOCATED (ADA) HAND HELD SHOWER SET AND 24"SLIDE BAR ABOVE GYP. BOARD CEILINGS. COORDINATE WITH G.C.. MAX FLOW-2.5 GPM I i _ e - - EXISTING HOT WATER RETURN KEYED NOTE NUMBER ELECTRICAL VOLTS 120 VAC O Ill' T ; SINGLE-COMPARTMENT SINK CHARACTERISTICS ® CONNECT TO EXISTING Q PHASES 1 1 REVISION NUMBER FAUCET-ELKAY LK406AT14T4 t CUP STRAINERS-WATTS SERIES 645 " HERTZ 60 EXISTING SOIL OR WASTE PIPE LS FIAT SF-1-W SUPPLY-3/8"ANGLE-TYPE WITH STOPS 2 1 1/2 1/2 1/2" ' , BUILDING NORTH ARROW TRAP- 1 1/2" CAST BRASS WITH C.O. PLUG - - - - EXISTING VENT PIPE MAXIMUM OVERCURRENT PROTECTION 15 AMPS 1 ; EWC-1 ELKAY EDFPBM117C ELECTRIC WATER COOLER W/DUAL SPLIT LEVEL BASINS (BARRIER FREE) 2" 1 1/4" 1/2" -- BRINE TANK MATERIAL POLYETHYLENE 8.0 GPH CAPACITY,4.5 F.L.A., 120-1-60. BRINE TANK DIAMETER - INCHES 24 h 1" Z-415 W/TYPE"B" FLOOR DRAIN W/5" NICKALOY STRAINER TOP __ __ ' ,v,�.`- FD-1 ZURN 3' 2 „r ,i �J PLUMBING FIXTURE DEMAND TABULATION STRAINER PROVIDE AUXILLARY INLET FITTING FOR TRAP PRIMER CONNECTION NOTES: CONSULTANTS 1,i; E, # ,I v Project Name: Atlantic Beach Country Club(Total Project) BUILDING TYPE: NEW 2-415 W/TYPE"M•• FLOOR DRAIN W/5" NICKALOY STRAINER TOP W/"SUR-SET"BUCKET 1. OPERATING TEMP OF 100' F. OPERATING PRESSURE OF 100 PSIG. STRU CTU RAL ;`� FD-2 ZURN 3' 2' -- -- 2. SALT STORAGE OF 600 LBS. Project No.: 13093 PREDOMINANTLY: FLUSH VALVE STRAINER PROVIDE AUXILLARY INLET FITTING FOR TRAP PRIMER CONNECTION 3. SOFTENER TANKS SHALL BE STAMPED AND CERTIFIED FOR 175 PSIG. MCVEIGH & MANGUM Date: October 4,2013 4. TANK LINER SHALL BE FDA APPROVED EPDXY ENGINEERING INC. Z-415 W/TYPE"E" FLOOR DRAIN W/5" NICKALOY STRAINER TOP W/FUNNEL - 5. TANK FINISH SHALL BE CORROSION RESISTANT. FIXTURE DESCRIPTION OCCUPANCY QTY. DRAINAGE SUB LOAD VALUES IN WATER EACH LOAD VALUES IN WATER TOTAL Remarks FD-3 ZURN 3" 2" -- - ( ) (TOTAL) STRAINER PROVIDE AUXILLARY INLET FITTING FOR TRAP PRIMER CONNECTION 9133 RG SKINNER PARKWAY ' r FIXTURE TOTAL SUPPLY FIXTURE UNITS(WSFU) SUPPLY FIXTURE UNITS(WSFU) 6. PIPING AND FITTINGS SHALL BE SCH. 80 CPUC. JACKSONVILLE, FL 32256 L FLOOR DRAIN W/9" NICKALOY STRAINER TOP 7. NEMA 4X RATED, FACTORY MOUNTED AND WIRED ALLEN BRADLY 1200 COMPUTER PH: 904.483.5200 " : UNITS COLD HOT TOTAL COLD HOT TOTAL FD-4 ZURN Z-508 PROVIDE AUXILLARY INLET FITTING FOR TRAP PRIMER CONNECTION 4 2 -- -' CONTROL SYSTEM, U.L. LISTED. WC Water Closet,Flush Valve, 1.6 GPF Public 24 4 96 10.0 - 10.0 240 0 240 8. PRE-PIPED AND PRE-WIRED SOFTENER MINERAL TANKS. MP&FP I t' ; FS ZURN Z-1901 FLOOR SINK- 12"X 12"X 8" DEEP SUMP, 3"OUTLET 3" 2" -- - 9. WATER TEST KIT LIQUID FILLED PRESSURE GAUGE ON INLET AND OUTLET PIPING. I �,, ( UR Urinal,3/4"Flush Valve, 1.0 GPF Public 7 2 14 5.0 - 5.0 35 0 35 MCVEIGH & MANGUM GT-500 ZURN ZS1170 FABRICATED STAINLESS STEEL GREASE INTERCEPTOR, SIZE 500 4" 2" __ __ 10. SAMPLING COCKS FOR WATER INLET AND OUTLET. L-1 Lavatory,Wall Hung,HC Public 9 1 9 1.5 1.5 2.0 13.5 13.5 18 ENGINEERING, INC. L-2 Lavatory,Countertop Public 24 1 24 1.5 1.5 2.0 36 36 48 FLOOR-MOUNTED MOLDED STONE MOP BASIN 9133 RG SKINNER PARKWAY FAUCET-ELKAY LK-401 W/VACUUM BREAKER AND INTEGRAL STOPS JACKSONVILLE, FL 32256 ` = SH Shower,HC Public 6 2 12 3.0 3.0 4.0 18 18 24 MS-1 FIAT TSBC-1611 2" 1 1/2" 1/2" 1/2" FURNISH: 889-CC WALL MOUNTED MOP HANGER, 1453-BB SS STRAINER DRAIN, MSG-3232 PH: 904.483.5200 " ,.;. offices,etc. 2 0.5 1 0.3 - 0.3 0.5 0 0.5 WALL GUARD PACKAGED DOMESTIC PRESSURE r 4 + EWC Electric Water Cooler(Drinking Fountain) ELECTRICAL � w A w .# 1 KS Kitchen Sink Restaurant 5 2 10 3.0 3.0 4.0 15 15 20 __ -_ __ __ BOOSTER PUMP SYSTEM F t SA ZURN Z-1700 SERIES WATER HAMMER ARRESTOR. SIZE PER P.D.I.WH-201 MCVEIGH & MANGUM I ,4 Q KS Hand Sink Restaurant 6 2 12 1.0 1.0 1.4 6 6 8.4 VERIFY THAT COMPONENT IS ACCESIBLE. = BS Bar Sink,Single Compartment Private 1 2 2 1.0 1.0 1.4 1 1 1.4 PRECISION PLUMBING PUMP DESIGNATION DWP-1 ENGINEERING, INC. j __ __ " __ 9133 RG SKINNER PARKWAY . o MS Mop(Service)Sink Offices,etc. 2 2 4 2.3 2.3 3.0 4.5 4.5 6 IMB PRODUCTS MM-500 PIMB ICE MAKER BOX W/ INTEGRAL WATER HAMMMER ARRESTOR 1/2 ARMSTRONG r_ f MANUFACTURER JACKSONVILLE, FL 32256 1 11.f o DW Dishwashing Machine Private 2 3 6 - 3.0 3.0 0 6 6 WGO ZURN Z-1441 WALL CLEANOUT-PROVIDE SCREW COVER MATCH SIZE OF PIPE. -- -- -- -- 68001VS-DE-23040 PH: 904.483.5200 MODEL NUMBER IMB Ice Maker Valve Box-(Refrigerator/Ice Maker) Public or Private 2 0 0 0.3 - 0.3 0.5 0 0.5 FLOOR CLEANOUT-PROVIDE SCREW COVER MATCH -- _ __ __ U_ WMB Washing Machine Box(15 Ib) Public 1 3 3 3.0 3.0 4.0 3 3 1 4 FCO ZURN Z-1400 SIZE OF PIPE. FLOW RATE (GPM) 134 LANDSCAPE ARCHITECT F 1,#I",, 1' ; 4, j: FD1 Floor Drain-General I Restroom 14 2 28 0.0 0.0 0.0 0 0 0 WMB SPECIALTY PRODUCTS OB-207 WASHING MACHINE BOX WITH INTEGRAL WATER HAMMER ARRESTORS. 2" 1 1/2" 1/2" 1/2" TOTAL DYNAMIC HEAD (FT) 120 EUTHENICS STUDIO �`', 1650 BEACH AVENUE { FD2 Floor Drain-Mechanical Rooms 8 2 16 0.0 0.0 0.0 0 0 0 20 Z HIGHEST REMOTE FIXTURE PRESSURE (P.S.I.) ATLANTIC BEACH, FL 32233 (2x)TANKLESS GAS WATER HEATER t Z HB Hose Bibb Public or Private 15 0 0 2.0 - 2.0 30 0 30 MAX. INPUT-398,00 BTH 3 PH: 904.246.6219 WH-1 RINNAI RU98e -- -- 1 1/2 1 1/2 SUCTION SIZE a k`, w EFFICIENCY- .95% DISCHARGE SIZE 3 I SET WATER TEMP. CONTROL TO 120° F REVISION DATE 3600 ". j I,, ,, ' I 3: TOTALS 237 DFU 403 103 441.8 WSFU j ` IIL�QDFU=DRAINAGE FIXTURE UNITS EIGHTH INCH SLOPE PER FOOT 127.5 68.3 133.7 GPM (2x)TANKLESS GAS WATER HEATER MX. PUMP SPEED (RPM) IT, 1 ; a _- -- PERMIT SET 12/13/13 t O WSFU=WATER SUPPLY FIXTURE UNITS 6 DIAMETER OF PIPE(INCHES) 4 2-112 4 INCHES REQ'D. WH-2 RINNAI RU98e MAX. INPUT-398,00 BTH 1 1/2" 1 1/2" V.F.D. REQIRED YES EFFICIENCY-.95% SET WATER TEMP. CONTROL TO 140° F MOTOR HORSEPOWER 3 j z 1 w (2x)TANKLESS GAS WATER HEATER UNIT VOLTAGE/PHASE 208/3/60 I a.T# i Z WH-3 RINNAI RU98e MAX. INPUT-398,00 BTH -- -- 1 1/2" 1 1/2" , Q PLUMBING FIXTURE DEMAND TABULATION EFFICIENCY-.95% REMARKS: 1 �. m SET WATER TEMP. CONTROL TO 120° F u z 1.{ Project Name: Atlantic Beach Country Club(Clubhuose) BUILDING TYPE: NEW NOTES: , �iz f`- " I" ;, 0 Project No.: 13093 PREDOMINANTLY: FLUSH VALVE TEMPCONTROL THERMOSTSTIC MIXING VALVE -- __ „ 2 MV-1 SYMMONS 7-200 SET WATER TEMP. CONTROL TO 110° F 1/2 1/2" 1. PROVIDE DUPLEX PRE-PACKAGED PUMPING SYSTEM WITH END SUCTION o Date: December 9,2013 PUMPS,VARIABLE FREQUENCY DRIVE, S.S. STRUCTURE SUPPORT FRAME,AND FIXTURE DESCRIPTION OCCUPANCY QTY. DRAINAGE SUB LOAD VALUES IN WATER(EACH) LOAD VALUES IN WATER(TOTAL) Remarks DOMESTIC HOT WATER RECIRCULATION PUMP 80 GALLON DRAW DOWN TANK. Z RCP-1 TACO 009 2 GPM AT 5 FT. HD. -- -- -- 3/4" s , t11 FIXTURE TOTAL SUPPLY FIXTURE UNITS(WSFU} SUPPLY FIXTURE UNITS WSFU 'r 7z ( ) 1/8 HP, 115 VOLTS, 1.4 FULL LOAD AMPS ,s UNITS COLD HOT TOTAL COLD HOT TOTAL i .1� fi W,r' r, ¢ HOT WATER RETURN CIRCUIT BALANCING VALVE, BRONZE BODY CONSTRUCTION, 11 WC Water Closet,Flush Valve,1.6 GPF Public 13 4 52 10.0 - 10.0 130 0 130 r POSITIVE SHUTOFF BALL VALVE, POSITION INDICATOR, MEMORY DEVICE, CHECKED ENGINEER s SEAL IiI,q � 3 I �jt "�.: z BV WATTS CSM-61 -- -- -- -- r � UR Urinal,3/4"Flush Valve,1.0 GPF Public 4 2 8 5.0 - 5.0 20 0 20 METERING PORTS, DRIP CAPS, , TWO BRASS PRESSURE TAPS, DRAIN PORT,AND BRASS 11 t � i 'I o L-1 Lavatory,Wall Hung,HC Public 5 1 5 1.5 1.5 2.0 7.5 7.5 10 DRAIN PLUG. SIZE AS INDICATED ON PLANS. U L-2 Lavatory,Countertop Public 12 1 12 1.5 1.5 2.0 18 18 24 WALL MOUNTED FREEZELESS HYDRANT W/CHROME FINISH __ __ __ t I, r � ` 1" HB WOODFORD B65 PROVIDE W/LOCKABLE COVER AND VACUUM BREAKER 3i4 SH Shower,HC Public 4 2 8 3.0 3.0 4.0 12 12 1s __ GREASE TRAP CALCULATION '' LT ZURN Z1185 70 GPM LINT INTERCEPTOR 3" -- 1/2" EWC Electric Water Cooler(Drinking Fountain) Offices,etc. 1 0.5 0.5 0.3 - 0.3 0.25 0 0.25 Project: Atlantic Beach Country Club '. I o KS Kitchen Sink Restaurant 5 2 10 3.0 3.0 4.0 15 15 20 LINE PRESSURE REGULATOR FOR 2-psi PIPING SYSTEM WITH IMBLUE TECHNOLOGY AND JobNo.: 13093 12A49 VENT LIMITER °� '�;r� o KS Hand Sink Restaurant 6 2 12 1.0 1.0 1.4 6 6 8.4 INLET PRESSURE: 2-psi -- -- -- o GR-1 MAXITROL 325-7ABL t } BS Bar Sink,Single Compartment Private 1 2 2 1.0 1.0 1.4 1 1 1.4 OUTLET PRESSURE: 5 INCHES W.C. Other Establishments With Commercial Kitchens a_ MS Mop(Service)Sink Offices,etc. 1 2 2 2.3 2.3 3.0 2.25 2.25 3 MAX INDIVIDUAL LOAD: 1,250 MBH .; Cl) TOTAL LOAD CAPACITY: 1,250 MBH (M)x(GM)x(LF)= Effective Capacity of Grease Trap in Gallons , s I -11o DW Dishwashing Machine Private 1 3 3 3.0 3.0 0 3 3 11 I ' .� IMB Ice Maker Valve Box (Refrigerator/Ice Maker) Public or Private 2 0 0 I 0.3 - 0.3 0.5 0 0.5 LINE PRESSURE REGULATOR FOR 2-psi PIPING SYSTEM WITH IMBLUE TECHNOLOGY AND M = Number of Meals prepared per day # 12A39 VENT LIMITER m FD1 Floor Drain-General 1 Restroom 12 2 24 0.0 0.0 0.0 0 0 0 GM = Gallons of waste water per meal: GR-2 MAXITROL 325-3ABL INLET PRESSURE: 2-psi __ __ __ 1 FD2 Floor Drain-Kitchen 6 2 12 0.0 0.0 0.0 0 0 0 OUTLET PRESSURE: 11 INCHES W.C. 5 gallons normal 5, j o FD2 Floor Drain-Mechanical Rooms 2 2 4 0.0 0.0 0.0 0 0 0 MAX INDIVIDUAL LOAD: 300 MBH z o TOTAL LOAD CAPACITY: 425 MBH LF= Loading Factor: HB Hose Bibb Public or Private 6 0 0 2.0 - 2.0 12 0 12 E 1.0=with dishwashing CADD DWG. FILE NO. IIj��_ ,, ',6��`, o LINE PRESSURE REGULATOR FOR 2-psi PIPING SYSTEM WITH IMBLUE TECHNOLOGY 0.75=without dishwashing INLET PRESSURE: 2-psi I - "­'11 I k` ' N " 'x ,.; � ~ w TOTALS 154.5 DFU 224.5 64.75 248.55 WSFU __ _ __ __ GR-3 MAXITROL 325-3ABL OUTLET PRESSURE: 11 INCHES W.C. Note: For other than private sewage disposal systems,reduce gallon values by 25%. SCALE - DFU=DRAINAGE FIXTURE UNITS EIGHTH INCH SLOPE PER FOOT 95.4 55.9 100.7 GPM MAX INDIVIDUAL LOAD: 300 MBH WSFU=WATER SUPPLY FIXTURE UNITS 4 DIAMETER OF PIPE(INCHES) 3 2-112 3 INCHES REQ'D. TOTAL LOAD CAPACITY: 425 MBH AS SHOWN r D M: 250 Assumed Max. `_ co AUTOMATIC TRAP PRIMER WITH INTEGRAL VACUUM BREAKER AND GASKETED COVER. GM: Grease Traps Required: DRAWN BY t "`S �_ a ZURN PROVIDE CHROME PLATED FINISH FOR EXPOSED INSTALLATIONS AND ACCESS DOOR FOR - 750 gallon 1.25 �, � TP-1 Z-1022 CONCEALED INSTALLATIONS. PROVIDE DU-MULTIPLE OUTLET CONNECTION FOR 1/2 1250 gallon MK ' ` " C LF: 1 9 0.75 11 PRIMERS SERVING MORE THAN ONE DRAIN. LEGAL DESCRIPTION i � PLUMBING FIXTURE DEMAND TABULATION Private. N PRECISION PLUMBINGPR-500 1 1250 gal. grease interceptors I T_ Project Name: Atlantic Beach Country Club(Fitness Center) BUILDING TYPE: NEW TP-2 (w/DU-U/DU-4 AUTOMATIC TRAP PRIMER. -- -- 1/2" -- Capacity 937.5 1 � , � o Project No.: 13093 PREDOMINANTLY: FLUSH VALVE PRODUCTS WHERE NECESSARY) ' 1­_ Date: December 9,2013 Capacity based on average number of meals served per day during season. 1 t FIXTURE DESCRIPTION OCCUPANCY QTY. DRAINAGE SUB LOAD VALUES IN WATER(EACH) LOAD VALUES IN WATER(TOTAL) Remarks �± i1 ``� i f o FIXTURE TOTAL SUPPLY FIXTURE UNITS(WSFU) SUPPLY FIXTURE UNITS(WSFU) GREASE INTERCEPTOR CALCULATION PROJECT PHASE ' co o UNITS COLD HOT TOTAL COLD HOT TOTAL Primary Roof Drain Calculation Per 2010 Florida Building Code - Plumbing Project: Atlantic Beach Country Club-Bar PERMIT SET t ,:= rn > y ;' w WC Water Closet,Flush Valve, 1.6 GPF Public 11 4 44 10.0 - 10.0 110 0 110 JobNo.: 13093 Roof Roof Area Conversion to use Conversion Values Minimum Roof Roof Drain PROJECT NUMBER 3 w UR Urinal,3/4"Flush Valve,1.0 GPF Public 3 2 6 5.0 - 5.0 15 0 15 -0 Drain Table 1106.3 For Continuous Flow Drain Required Provided 18-11- A v. � �I k , I 0 I•-' L-1 [Lavatory,Wall Hung,HC Public 4 1 4 1.5 1.5 2.0 6 6 8 Designation Square Foot 5 Inch Rainfall Rate Equivalent GPM 118 Slope 118 Slope Multiple Fixture Sizing I , I z9 'O - L-2 avatory,Countertop Public 10 1 10 1.5 1.5 2.0 15 15 20 PRD1 889 889 46.3 4 PRD1 Qty Length Width Depth Volume "ll E � ' ,'-,t e; i J 3 Compartment Sink 1 33.00 14.00 12.00 16632.00 cu.In. - - - SH Shower,HC Public 2 2 4 3.0 3.0 4.0 6 6 8 Remarks: f N ¢ Bar Dump Sink 1 10.00 14.00 6.00 840.00 cu.In. �� `I NEW CONSTRUCTION -v EWC Electric Water Cooler(Drinking Fountain Offices,etc. 1 0.5 0.5 0.3 - 0.3 0.25 0 0.25 C w ( 9 ) _ I Obtained From Figure 1106.1,100 Year,1-Hour Rainfall(inches)Eastern United States Floor Sinks 2 10.00 10.00 6.00 1200.00 cu.In. ; Z) MS Mop(Service)Sink Offices,etc. 1 2 2 i 2.3 2.3 3.0 2.25 2.25 3 L_.) DFC � ? ) �/ '€ I a O WMB Washin Machine Box 151b Public 1 3 3 3.0 3.0 4.0 3 3 j 4 W 9 ( } Total volume in Cubic Inches 18672.00 � f.. � J Y FD1 FloorDrain-General/Restroom 13 2 26 0.0 0.0 0.0 0 0 0 Secondary Roof Drain Calculation Per 2010 Florida Building Code - Plumbing Capacity inGallons(1 Gallon=231 Cubic Inches) 80.8312 y - ATLANTIC BEACH, FLORIDA 3 ' v; Q FD2 Floor Drain-Mechanical Rooms 1 2 2 0.0 0.0 0.0 0 0 0 Actual Drainage Load in Gallons(75%of fixture Capacity) 60.6234 5 s ' r ! "` o = Roof Roof Area Conversion to use Conversion Values Minimum Roof Roof Drain Flow Rate GPM at an Acceptable drainage period=2 minutes 30.3117 Hose Bibb Public or Private 4 0 0 2.0 2.0 8 0 8 ( p g p ) AATLANTIC BEACH Z, HB Drain r,, Table 1106.3 For Continuous Flow Drain Required Provided xr �Il 1 l M Designation Square Foot 5 Inch Rainfall Rate Equivalent GPM 1/8"Slope 1/8"Slope 1,E o SRD1 889 889 46.3 4 SRD1 Select Interceptor at rated capacity of not less than 40%of the fixture COUNTRY CLUB 1 1. ,,. E TOTALS 101.5 DFU 165.5 32.25 176.25 WSFU capacity in gallons 32.3325 s' a . v Remarks: a o DFU=DRAINAGE FIXTURE UNITS EIGHTH INCH SLOPE PER FOOT 82.2 42.9 84.7 GPM MCVEIGH & MANGh*�*� UM s t t - d Provide a Single Fixture Grease Interceptor Sized with a Minimum GPM Flow Rate gf1.. o WSFU=WATER SUPPLY FIXTURE UNITS 4 DIAMETER OF PIPE(INCHES) 3 2 3 INCHES REQ'D. Obtained From Section 1107.3,Sizing of Secondary(Emergency)Drains. PLUMBING NOTES, n r Q_ o ENGINEERING • INC b M 9133 R.G. Skinner ParIN kway ., O Jacksonville, Florida 32256 LEGEND A N D tI 1. M Ph: (904)483-5200 Fax: (904)636-6770 , 11I CA 6330 email:mail McVei hMan um.com SCHEDULES 1 f Y riz N .: 4 287 M d Eng.o Record: F'_ a adah LicenseNo.: 0 O ?, O - r I 11 ! ",,, l i ', ' 3 M These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Ad of 1990. The copyright protections apply to the PO . 1 U r'';:., I r i overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of 1 ; \ these materials can result in substantial criminal and civil liability. . 11i � � N , } F SIF#! ,l 17. .it...11 I: Cif I ' � , i B ��' ` ti ' r , _ I G k ;, 11 I {'r � �-, : �; , �. _ �,% DO NOT MEASURE DRAWINGS I 11 t1. �, NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES 11? t"" t �', PRIOR TO CONSTRUCTION. SEE GENERAL NOTES Y I � i .' ' PLUMBING SPECIFICATIONS It, t., °= PART 1 - GENERAL , PART 2 - PRODUCTS PART 3 - EXECUTION 1.01 INSTRUCTIONS SCOPE OF WORK SHALL INCLUDE ALL MATERIALS, EQUIPMENT AND 1,41 2 '! LABOR NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING INSTALLATION IN ,i� " _'' ACCORDANCE WITH LOCAL AND STATE CODES, AND CONTRACT DRAWINGS AND 2.01 PLUMBING SYSTEMS. 3.01 PIPE INSULATION INSTALLATIONP�7 A. PIPE MATERIALS: A. INSTALL ONE 1 INCH THICKNESS PIPE INSULATION ON HOT WATER PIPING. i' r 's3t'i il, �I SPECIFICATIONS. 1. DWV (DRAIN, WASTE, AND VENT) PIPING:FITTINGS SHALL BE LONG RADIUS INSTALL ONE (1) INCH THICKNESS PIPE INSULATION ON COLD WATER t .� 11_ "LL, I FITTINGS, EXCEPT FITTINGS IN VENT PIPING MAY BE SHORT RADIUS PIPING THAT IS ABOVE THE ROOF INSULATION. 1.02 CONTRACTOR SHALL VISIT THE SITE AND OBSERVE ALL EXISTING FITTINGS. MINIMUM SIZE PIPING SHALL BE 2 INCHES FOR BURIED PIPING B. INSTALL INSULATION IN STRICT ACCORDANCE WITH MANUFACTURERS i LOCAL CONDITIONS WHICH WOULD AFFECT WORK UNDER THIS CONTRACT. ,.__"f 44 I , , AND 1-1/4 INCHES FOR ABOVEGROUND PIPING. WRITTEN RECOMMENDATIONS. i CONTRACTOR SHALL EXAMINE ALL PLANS AND SPECIFICATIONS FOR THIS PROJECT A. ABOVE AND BELOW GRADE: PVC„ SCHEDULE 40, MEETING ASTM D1785, co ,n : "d AND CONSULT THEM FOR INSTRUCTIONS PERTAINING TO WORK OF THIS SECTION. 3.02 TESTING OF WATER DISTRIBUTION SYSTEMS 1 ,t WITH SOLVENT WELD JOINTS MEETING ASTM D2564. A. TEST FOR LEAKS AND DEFECTS IN NEW WATER DISTRIBUTION PIPING SYSTEMS. N I �,_ o a 1.03 PERMITS AND FEES CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND 2. DOMESTIC WATER PIPING (CONTRACTORS OPTION}: IF TESTING IS PERFORMED IN SEGMENTS, SUBMIT SEPARATE REPORT FOR EACH �""" `Y' Cq ``' INSPECTIONS REQUIRED FOR PERTAINING TO WORK UNDER THIS CONTRACT AND A. BELOW GRADE i T ' ` � y'` TEST COMPLETE WITH DIAGRAM OF PORTION OF SYSTEM TESTED. o M PAY ALL CHARGES INCIDENTAL THERETO. DELIVER TO ARCHITECT ALL 1. COPPER, MEETING ASTM B88: TYPE K, COATED WITH COAL TAR o _0 11 CERTIFICATES OF INSPECTION ISSUED BY AUTHORITIES HAVING JURISDICTION. B. LEAVE UNCOVERED AND UNCONCEALED NEW WATER DISTRIBUTION PIPING UNTIL 0 0 _ , $ :.. SHELLAC, 95/5 SOLDERED JOINTS. IT HAS BEEN TESTED AND APPROVED. EXPOSE WORK THAT HAS BEEN N w 2. SDR PIPE: PVC, SCHEDULE 40, MEETING ASTM 2241. a� o 1.04 CODES AND STANDARDS COVERED OR CONCEALED BEFORE IT HAS BEEN TESTED AND APPROVED FOR - CO ai Oi 'r j A. FURNISH AND INSTALL MECHANICAL SYSTEMS TO MEET ALL CURRENT B. ABOVE GRADE TESTING. o co REQUIREMENTS OF NATIONAL, STATE AND MUNICIPAL CODES, RULES 1. CPVC, MEETING ASTM D2846 AND F441�� PIPING UP TO 1-1/4 C. CAP AND SUBJECT THE PIPING SYSTEM TO A STATIC WATER PRESSURE OF 50 rn � v I i' t ' ' 1 I. REGULATIONS, LAWS, AND STANDARDS AS THEY ARE ADOPTED BY THE SHALL BE SCHEDULE 40. PIPING 1-1/2 AND LARGER SHALL BE PSIG ABOVE THE OPERATING PRESSURE WITHOUT EXCEEDING PRESSURE RATING CD n M { GOVERNING AGENCY AND AS THEY MAY APPLY. SCHEDULE 80; SOLVENT WELD JOINTS. OF PIPING SYSTEM MATERIALS. ISOLATE TEST SOURCE AND ALLOW TO STAND ;� L " Q X 1. FLORIDA BUILDING CODE 2010 EDITION BUILDING 2. COPPER MEETING ASTM B88: TYPE L WITH 95/5 SOLDERED FOR 4 HOURS. LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS �`` it ' ' il 2. FLO ID B G E! 2010 EDITION MECHANICAL JOINTS. THAT MUST BE REPAIRED. : �: ', R A UILDIN COD N 3. FLORIDA BUILDING CODE, 2010 EDITION, PLUMBING C. DIELECTRIC UNIONS: SHALL BE USED AT ALL JOINTS OF DISSIMILAR D. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEM OR = r '{�(;I � a� LrS d "'r t f r E f r� eft eo o LO � � a , £ " h 1 4. FLORIDA BUILDING CODE, 2010 EDITION, FUEL GAS CODE PIPE MATERIALS. PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. a °°~l . rL :3 't -1 ' 'I, i 5. FLORIDA FIRE PREVENTION CODE (2010 EDITION) 3. ROOF DRAINAGE PIPING:. SAME AS DWV ABOVE. INSULATE ALL ROOF E. PREPARE REPORTS FOR TESTS AND REQUIRED CORRECTIVE ACTION. - rn m DRAINAGE PIPE ABOVE GROUND 04 3.03 TESTING OF DRAINAGE AND VENT PIPING SYSTEMS 2 o cn ' I I1.05 SUBMITTALISABORATORIES 4. NATURAL GAS PIPING: STEEL PIPE (ASTM A 53/A 53M), BLACK STEEL, SCHEDULE �4 , A. MATERIAL LIST: WITHIN TWENTY (20) DAYS OF AWARD OF CONTRACT 40, A. TEST FOR LEAKS AND DEFECTS IN NEW DRAINAGE AND VENT PIPING SYSTEMS.' U 'IT CD TYPE E OR S, GRADE B. FITTINGS SHALL BE MALLEABLE-IRON THREADED � o ai k ' )- , ' IF TESTING IS PERFORMED IN SEGMENTS, SUBMIT A SEPARATE REPORT FOR CONTRACTOR SHALL SUBMIT TO ARCHITECT A COMPLETE LIST OF MATERIALS FITTINGS, ASME 616.3, CLASS 150, STANDARD PATTERN. UNIONS SHALL BE ASME a °' a a; ' - ' B16.39 CLASS 150 MALLEABLE IRON WITH BRASS-TO-IRON SEAT GROUND JOINT EACH TEST, COMPLETE WITH A DIAGRAM OF THE PORTION OF THE SYSTEM a_ v TO BE PROVIDED FOR THE HVAC WORK. THE LIST SHALL INCLUDE SUPPLIERS TESTED. - a O ' l NAMES AND MANUFACTURERS' NAMES AND NUMBER OR SERIES FOR EACH ITEM AND THREADED ENDS. „' t ,I, B. LEAVE UNCOVERED AND UNCONCEALED NEW DRAINAGE AND VENT PIPING UNTIL f4 1I ON LIST. IT HAS BEEN TESTED AND APPROVED. EXPOSE FOR TESTING WORK THAT HAS 0 O W B. SHOP DRAWINGS: SUBMIT TO THE ARCHITECT FOR APPROVAL, BEFORE B. PIPING INSULATION: BEEN COVERED OR CONCEALED BEFORE IT HAS BEEN TESTED AND APPROVED. N U V'111`., COMMENCING WORK, SHOP DRAWINGS FOR ALL MATERIALS AND EQUIPMENT TO 1. ELECTRIC WATER COOLER WASTE: C. TEST PIPING OF PLUMBING DRAINAGE AND VENTING SYSTEMS ON COMPLETION �, BE PROVIDED UNDER THIS CONTRACT. THE FOLLOWING APPLIES TO THE SHOP A. 3/4-LB., 1-1/2 INCH BLANKET. ao C�� ' B. FSK JACKET. OF ROUGH-IN PIPING INSTALLATION. TIGHTLY CLOSE ALL OPENINGS IN PIPING M N ,ta , 0 DRAWINGS: SYSTEM AND FILL WITH WATER TO POINT OF OVERFLOW, BUT NOT LESS THAN I 1-1I 1. CONTRACTOR SHALL SUBMIT WITHIN 30-DAYS AFTER AWARD OF 2. DOMESTIC COLD AND HOT WATER MAINS AND RISERS: 5 FEET HEAD OF WATER. WATER LEVEL SHALL NOT DROP DURING THE PERIOD �� i` � r� A. 1-INCH STANDARD FIBERGLASS. r ' �.` CONTRACT, DRAWINGS AND/OR CUT SHEETS OF ALL MATERIALS AND B. FACTORY JACKET AND FITTING COVERS. FROM 15 MINUTES BEFORE INSPECTION STARTS THROUGH COMPLETION OFP4 t ' EQUIPMENT, AND 1/4" SCALE EQUIPMENT ROOM DRAWINGS FOR APPROVAL INSPECTION. INSPECT JOINTS FOR LEAKS. AFTER PLUMBING FIXTURES HAVE BY ARCHITECT-ENGINEER. SUCH SUBMITTALS MUST CONTAIN OUTLINE 3. DOMESTIC WATER PIPING EXPOSED TO EXTERIOR: NITRILE RUBBER BASED „ BEEN SET AND THEIR TRAPS FILLED WITH WATER, TEST CONNECTIONS AND DIMENSIONS, OPERATING CLEARANCES, INSTALLATION, OPERATING AND ELASTOMERIC SHEET INSULATION; ARMSTRONG ARMAFLEX 2 . MINIMUM PROVE GASTIGHT AND WATERTIGHT. PLUG STACK OPENINGS ON ROOF AND t ` ` ° MAINTENANCE INFORMATION AND SUFFICIENT ENGINEERING DATA TO INSULATION THICKNESS SHALL BE 3/4-INCH. BUILDING DRAIN WHERE IT LEAVES THE BUILDING AND INTRODUCE AIR INTO THE { INDICATE SUBSTANTIAL COMPLIANCE WITH SPECIFICATIONS. ALL SHOP 4. PIPING TO BE UNINSULATED: PIPING RUN-OUTS TO FIXTURES (EXCEPT AS SYSTEM EQUAL TO PRESSURE OF 1-INCH WATER COLUMN. USE A U TUBE OR DRAWINGS FOR ONE SECTION OF WORK OR ONE MECHANICAL SYSTEM NOTED FOR HANDICAP-ACCESSIBLE FIXTURES). MANOMETER INSERTED IN THE TRAP OF A WATER CLOSET TO MEASURE THIS I: ;. „ SHALL BE SUBMITTED AT ONE TIME IN LOOSE-LEAF 3-RING BINDERS; NO C. ACCEPTABLE MANUFACTURERS: PRESSURE. AIR PRESSURE SHALL REMAIN CONSTANT WITHOUT INTRODUCING � , �? " h APPROVAL WILL BE GIVEN IF SUBMITTED PIECEMEAL. 1. MANUFACTURERS' MODEL NUMBERS ARE LISTED TO ESTABLISHED A ADDITIONAL AIR THROUGHOUT PERIOD OF INSPECTION. INSPECT PLUMBING 2. WHERE CONTRACTOR CONSIDERS ADDITIONAL DETAIL OR SHOP DRAWINGS STANDARD OF QUALITY AND LEVEL 01= PERFORMANCE. FIXTURE CONNECTIONS FOR GAS 61 i'; ESSENTIAL TO PROPER FABRICATION OR INSTALLATION OF EQUIPMENT, AND WATER LEAKS. `` 1 ' 2. EQUIVALENT ITEMS OF THE FOLLOWING MANUFACTURES ARE ACCEPTABLE: E �`i i DUCTWORK, AND PIPING HE SHALL PREPARE SUCH CONSISTENT WITH A. FIXTURES: SEE FIXTURE SCHEDULE. D. REPAIR LEAKS AND DEFECTS USING NEW MATERIALS AND RETEST SYSTEM OR k111 ''t , CURRENT INDUSTRY METHODS AND STANDARDS. ENGINEER RESERVES THE 1. AMERICAN-STANDARD, ELJER, KOHLER, CRANE, ELKAY, JUST, PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. W , ! RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN AND BRIGGS. E. PREPARE REPORTS FOR TESTS AND REQUIRED CORRECTIVE ACTION. CONSULTANTS ' ' HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLY NEAT AND B. FIXTURE TRIM: SEE FIXTURE SCHEDULE 3.04 TESTING OF FUEL GAS PIPING SYSTEMS STRUCTURAL i 9 f , WORKMANLIKE APPEARANCE, PROVIDED SUCH AN ORDERLY INSTALLATION 1. AMERICAN-STANDARD, KOHLER, SPEAKMAN, MOEN, DELTA, T&S �, CAN BE MADE USING CUSTOMARY TRADE METHODS. REMOVAL AND BRASS, CHICAGO FAUCET, SYMMONS, BRIGGS. A. TEST FOR LEAKS AND DEFECTS IN NEW FUEL GAS PIPING SYSTEMS IN MCVEIGH & MANGUM ,x' J REPLACEMENT SHALL BE DONE WHEN DIRECTED IN WRITING BY ENGINEER 3. DRAIN AND FIXTURE SPECIALTIES: J.R. SMITH JOSAM ZURN. ACCORDANCE WITH THE REQUIREMENTS OF NFPA 54 AND FLORIDA FUEL GAS CODE. " i ENGINEERING INC. `" AT THE CONTRACTOR'S EXPENSE AND WITHOUT ADDITIONAL EXPENSE TO A. FLOOR AND EXTERIOR CLEANOUTS: ZURN-1440 OR EQUAL ' �. 3.05 CLEANING 9133 RG SKINNER PARKWAY OWNER. B. WALL CLEANOUT: ZURN-1441 OR EQUAL W/ SMOOTH SECURED COVER. 3, `' ' A. PURGE NEW POTABLE WATER DISTRIBUTION PIPING SYSTEMS PRIOR TO JACKSONVILLE, FL 32256 ` iq­ 3. APPROVAL GRANTED ON SHOP DRAWINGS IS RENDERED AS A SERVICE C. FLOOR DRAINS: SEE SCHEDULE.. USE. I ONLY AND SHALL NOT BE CONSIDERED AS GUARANTEE OF MEASUREMENTS D. ROOF DRAINS: ZURN-100 OR EQUAL. PH: 904.483.5200 fi I B. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITY OF BUILDING CONDITIONS; NOR SHALL IT BE CONSTRUED AS RELIEVING 4. WATER COOLERS: SEE FIXTURE SCHEDULE, OASIS, ELKAY, HALSEY TAYLOR. HAVING JURISDICTION OR, IF A METHOD IS NOT PRESCRIBED BY THAT MP&FP 1. 4' THE MECHANICAL CONTRACTOR OF BASIC RESPONSIBILITIES UNDER THIS 5. WATER HEATERS: SEE FIXURE SCHEDULE, RHEEM, A.O. SMITH, STATE, AUTHORITY, THE PROCEDURE DESCRIBED IN EITHER AWWA C651 OR MCVEIGH & MANGUM i CONTRACT. LOCHINVAR. AWWA C652OR AS DESCRIBED BELOW: " '. , 4. CHANGES IN FOUNDATIONS, BASES, CONNECTIONS, PIPING, CONTROLS, 6. WATER SYSTEM SPECIALTIES. 1. FLUSH PIPING SYSTEM WITH CLEAN POTABLE WATER UNTIL DIRTY ENGINEERING, INC. I =f 1 1,A STARTERS, ELECTRICAL EQUIPMENT, WIRING AND CONDUIT, SPACE A. WATER HAMMER ARRESTORS SHALL CONFORM TO PDI WH2O1 AND ASSE WATER DOES NOT APPEAR AT OUTLETS. 9133 RG SKINNER PARKWAY 4 j11 11, Ifl I .C : w OPENINGS, WALLS AND CEILINGS, AND VIBRATION ISOLATION IN ORDER 1010 ACCEPTABLE: ZURN SHOKTROLS Z-1700 OR EQUAL. 2. FILL SYSTEM OR PART THEREOF WITH WATER/CHLORINE SOLUTION JACKSONVILLE, FL 32256 I` TO ACCOMMODATE SUBSTITUTE EQUIPMENT SHALL BE MADE AT NO B. WALL HYDRANTS AND HOSE BIBBS: SEE FIXTURE SCHEDULE. ADDITIONAL COST TO THE OWNER. CONTAINING AT LEAST 50 PARTS PER MILLION OF CHLORINE. PH: 904.483.5200 w 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND RECEIVE ENGINEER'S ISOLATE (VALVE OFF) AND ALLOW TO STAND FOR 24 HOURS. L,' �__ APPROVAL BEFORE INSTALLING MATERIALS OR EQUIPMENT. ANY PROVIDE PROPER SIGNAGE TO PREVENT ACCIDENTAL USE DURING ELECTRICAL r DISINFECTION. , EQUIPMENT OR MATERIALS INSTALLED PRIOR TO RECEIPT OF APPROVED MCVEIGH & MANGUM s 2.03 PIPING SPECIALTIES 3. DRAIN SYSTEM OR PART THERE OF OF PREVIOUS SOLUTION AND SHOP DRAWINGS FROM ENGINEER SHALL BE SUBJECT TO REMOVAL AND ENGINEERING, INC. , A. ESCUTCHEONS SHALL BE MANUFACTURED WALL, CEILING AND FLOOR PLATES; REFILL WITH WATER/CHLORINE SOLUTION CONTAINING AT LEAST 200 /OR ALTERATION AT THE DISCRETION OF THE MECHANICAL ENGINEER AT DEEP-PATTERN TYPE WHERE REQUIRED TO CONCEAL PROTRUDING FITTINGS AND 9133 RG SKINNER PARKWAY ` PARTS PER MILLION OF CHLORINE. ISOLATE AND ALLOW TO STAND , o NO ADDITIONAL COST. JACKSONVILLE, FL 32256 Y SLEEVES. CONSTRUCT OF ONE-PIECE CAST BRASS WITH POLISHED CHROME FOR 3 HOURS. I� �'r� ' s � � � ' ' 3 '`I I z 6. APPROVAL OF ANY SUBMITTED DATA OR SHOP DRAWINGS FOR MATERIALS, PLATE FINISH AND SET-SCREW. PH: 904.483.5200 a „� , 0 4. FLUSH SYSTEM WITH CLEAN, POTABLE WATER UNTIL CHLORINE DOES ,;I `' 0 EQUIPMENT APPARATUS DEVICES ARRANGEMENTS AND/OR LAYOUTS WILL 2.04 PIPE INSULATION NOT REMAIN IN WATER COMING FROM SYSTEM FOLLOWING ALLOWED r ' 1 j NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF FURNISHING STANDING TIME. LANDSCAPE ARCHITECT ..: . SAME OF PROPER DIMENSIONS, CAPACITIES, SIZES, QUANTITIES AND A. FLEXIBLE ELASTOMERIC CELLULAR INSULATION, TYPE i, ASTM C 534, FLEXIBLE C. SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITY HAVING Z INSTALLATION DETAILS TO EFFICIENTLY PERFORM REQUIREMENTS AND EXPANDED CLOSED-CELL STRUCTURE WITH SMOOTH SKIN ON BOTH SIDES. EUTHENICS STUDIO PRODUCT AS MANUFACTURED BY ARMSTRONG OR EQUIVALENT BY RUBATEX OR JURISDICTION. REPEAT PROCEDURE IF BIOLOGICAL EXAMINATION MADE I; z INTENT OF CONTRACT. SUCH APPROVAL SHALL NOT RELIEVE BY THE AUTHORITY SHOWS EVIDENCE OF CONTAMINATION. 1650 BEACH AVENUE '1111 . o CONTRACTOR FROM RESPONSIBILITY FOR ERRORS OF ANY SORT. HALSTEAD. AVERAGE MAXIMUM THERMAL CONDUCTIVITY SHALL BE 0.30 AT ATLANTIC BEACH, FL 32233 D. PREPARE AND SUBMIT REPORTS FOR PURGING AND DISINFECTING _, f I z C. ANY ELECTRICAL DEVIATIONS BETWEEN THE CONTRACT DOCUMENTS AND THE 75 DEG F. ACTIVITIES. PH: 904.246.6219 s F:, .t w FURNISHED EQUIPMENT MUST BE SEPARATELY ACKNOWLEDGED BY A B. FLEXIBLE ELASTOMERIC CELLULAR INSULATION ADHESIVE, SOLVENT-BASED, 1 . 11I'`' SUBSTITUTION REQUEST AND ADDITIONALLY NOTED ON THE SUBMITTAL. CONTACT ADHESIVE RECOMMENDED BY INSULATION MANUFACTURER. E. CLEAN INTERIOR OF PIPING SYSTEM. REMOVE DIRT AND DEBRIS AS t � D. PROVIDE PLUMBING SHOP DRAWINGS FOR: WASTE AND VENT PIPING, DOMESTIC WORK PROGRESSES. h 2.05 HANGERS AND SUPPORTS 1 _. ''� I I REVISION DATE ` WATER PIPING, VALVES, PLUMBING FIXTURES AND PIPE INSULATION. 9 ' �;° o A. PROVIDE HANDERS, RODS, AND SUPPORT CLAMPS AS REQUIRED TO PROPERLY1. 3.06 AS-BUILT DRAWINGS PERMIT SET 12/13/13 ;' :``� il 0 1.06 CONNECTING TO WORK OF OTHERS SUPPORT PIPING FROM STRUCTURE. A. UPON COMPLETION OF INSTALLATION, THE CONTRACTOR SHALL FURNISH TO THE ' A. BEFORE STARTING HIS WORK, AND FROM TIME TO TIME AS WORK PROGRESSES, B. PROVIDE BUILDING ATTACHMENTS OR CONCRETE INSERTS APPROPRIATE FOR ARCHITECT A SET OF DRAWINGS, MARKED TO SCALE, INDICATING THE SIZE AND 1 �k I , PLUMBING CONTRACTOR SHALL EXAMINE WORK AND MATERIALS INSTALLED BY BUILDING MATERIALS LOCATION OF PIPING AND DUCTS, AND NOTING ALL MAJOR CHANGES MADE , ; �' w OTHERS INSOFAR AS THEY APPLY TO HIS WORK AND SHALL NOTIFY ENGINEER 2.06 SLEEVES: DURING CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN THE DRAWINGS FROM 2 IMMEDIATELY IN WRITING IF CONDITIONS EXIST WHICH WILL. SHOULD A. WALLS AND PARTITIONS: THE ARCHITECT AND SHALL BEAR ALL COSTS IN OBTAINING THE DRAWINGS AND g , „, >_ CONTRACTOR START HIS WORK WITHOUT SUCH NOTIFICATION, IT SHALL BE PROVIDING THE AS-BUILT DRAWINGS. THE CONTRACTOR SHALL DELIVER THE Z 1. PIPE SLEEVES 8-INCH DIAMETER AND SMALLER (ABOVE GRADE): SLEEVES Q CONSTRUED AS. DRAWINGS PLUS TWO SETS OF AS-BUILT DRAWINGS TO THE ARCHITECT. EACH r °t � ;" I, SHALL BE MILD STEEL PIPE OR PLAS"(1C SLEEVES BUILT INTO WALL, M B. AN ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY PARTITION OR BEAM, SIZED TO PASS PIPE AND COVERING, LEAVING A SHEET IN EACH SET SHALL BE SIGNED BY A PRINCIPAL REPRESENTATIVE OF THE W OR WORK OF OTHERS TO RECEIVE HIS WORK. HE SHALL REMOVE AND CONTRACTOR, DATED AND HAVE "AS-BUILT" STAMPED NEAR THE SIGNATURE. 2 REPLACE AT HIS OWN EXPENSE, ALL WORK UNDER THIS CONTRACT WHICH CLEAR SPACE OF 1/4-INCH MINIMUM BETWEEN COVERING AND SLEEVE. DRAWINGS SHALL GIVE ACCURATE DIMENSIONS MEASURED FROM COLUMNS WALLS PENETRATIONS OF FIRE RATED BARRIERS SHALL HAVE MILD STEEL SLEEVES. ' . , o MAY HAVE TO BE REMOVED ON ACCOUNT OF SUCH DEFECTS. BEAMS AND OTHER FIXED PARTS OF THE BUILDING TO THE CONCEALED 2. PIPE SLEEVES INSTALLED IN EXTERIOR WALLS BELOW GRADE:SCHEDULE 40 MATERIALS. THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS AT THE 1.07 CONTRACT DRAWINGS STEEL HOT DIPPED GALVANIZED AFTER FABRICATION OR CAST IRON SLEEVE fi `� ,, a SITE AND EACH DAY SHALL RECORD INSTALLATION OF PIPE, DUCTS, ETC. TO k A. IT IS THE INTENT OF DRAWINGS AND SPECIFICATIONS TO OBTAIN A COMPLETE WITH 1/4-INCH X 3-INCH CENTER FLANGE (WATER STOP) AROUND THE INSURE ACCURATE "AS-BUILT" DRAWINGS. THE CONTRACTOR SHALL ALSO z AND FULLY OPERATIONAL, AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS OUTSIDE. : ,_ ', { # o FURNISH A SET OF DRAWINGS AND TWO SETS OF CONTRACTOR SIGNED AND 13; BEEN MADE TO SEPARATE AND COMPLETELY DEFINE WORK UNDER THIS B. PIPE SLEEVES IN FLOORS (ABOVE GRADE): SLEEVES SHALL BE 14 GAUGE a CONTRACT. HOWEVER, SUCH SEPARATE DIVISIONAL DRAWINGS AND DATED AS-BUILT PRINTS OF THE CONTROLS. ! GALVANIZED SHEET STEEL OR PLASTIC, SET BEFORE FLOOR IS POURED, SIZED ENGINEER'S SEAL -S ? SPECIFICATIONS SHALL NOT RELIEVE CONTRACTOR FROM FULL RESPONSIBILITY OF TO PASS PIPE AND COVERING, LEAVING A CLEAR SPACE OF 1/4-INCH 3.07 GUARANTEE AND SERVICE � COMPLIANCE WITH WORK OF HIS TRADE WHICH MAY BE INDICATED ON ANY BETWEEN COVERING AND SLEEVE, AND SHALL EXTEND 1/2-INCH ABOVE A. IN ADDITION TO THE GUARANTEE OF EQUIPMENT BY THE MANUFACTURER OF DRAWING OR IN ANY SECTION OF THE SPECIFICATIONS. r " ` ` � ` o FINISHED FLOOR. / EACH PIECE OF EQUIPMENT SPECIFIED HEREIN, THE MECHANICAL CONTRACTOR f t w B. CONTRACTOR SHALL CAREFULLY EXAMINE ARCHITECTURAL, STRUCTURAL, C. SEALING OF SLEEVES: SHALL ALSO GUARANTEE SUCH EQUIPMENT AND SHALL BE HELD RESPONSIBLE I �, t ELECTRICAL, AND MECHANICAL DRAWINGS PRIOR TO SUBMITTING BID. 1. SLEEVES BELOW GRADE: CAULK ANNULAR SPACE BETWEEN PIPE AND FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE FOR NECESSARY i CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND CONNECT WITH SLEEVE USING OAKUM AND POURED LEAD BOTH SIDES MINIMUM ONE INCH ADJUSTMENTS AND/OR REPLACEMENTS OF ALL DEFECTIVE EQUIPMENT MATERIALS I 1 .;�% :` r it;�. w APPROPRIATE SERVICES ALL ITEMS SHOWN ON ANY DRAWINGS WITHOUT ' ' ` .1 ADDITIONAL EXPENSE TO OWNER. ARCHITECT SHALL BE NOTIFIED PRIOR TO BID DEEP TO MAKE WALL PENETRATION WATER TIGHT. AND WORKMANSHIP WITHOUT EXPENSE TO THE OWNER. PROVIDE A LETTER TO 0 2. SLEEVES ABOVE GRADE: OPENINGS AROUND PIPES, DUCT, ETC., PASSING THE OWNER STATING THE CONTRACTOR'S GUARANTEE AND DATES OF GUARANTEE 3, , t W DATE OF ANY DISCREPANCIES, OMISSIONS, CONFLICTS OR INTERFERENCES WHICH THROUGH SLEEVES SHALL BE MADE CRAFT FREE AND VERMIN-PROOF BY o OCCUR BETWEEN DRAWINGS OR BETWEEN DRAWINGS AND SPECIFICATIONS. IF PACKING SOLIDLY WITH MINERAL W001_ OR FIBERGLASS. COVERAGE. SUCH NOTIFICATION IS RECEIVED IN ADEQUATE TIME, ADDITIONAL DATA OR 3. SEALING OF SLEEVES THROUGH FIRE RATED BARRIERS: OPENINGS AROUND 3.08 REMOVAL OF RUBBISH . ' Ii a CHANGES WILL BE ISSUED BY ADDENDUM TO ALL BIDDERS. SUBMITTAL OF BID PIPES, ETC., THROUGH FIRE RATED BARRIERS SHALL BE SEALED USING AN A. CONTRACTOR SHALL AT ALL TIMES KEEP PREMISES FREE FROM ACCUMULATIONS 1j'L " .IG °i BY CONTRACTOR SHALL INDICATES THE CONTRACTOR'S ACKNOWLEDGEMENT U.L. APPROVED METHOD RATED AT LEAST EQUAL TO THE WALL BEING OF WASTE MATERIAL OR RUBBISH GENERATED BY WORK UNDER THIS CONTRACT. I ; AND ACCEPTANCE TO PROVIDE ALL NECESSARY EQUIPMENT, MATERIALS AND PENETRATED. �. LABOR TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IN 3.09 EXCAVATION, BACKFILLING AND COMPACTION ACCORDANCE WITH ALL CODE REQUIREMENTS. A. ALL EXCAVATION, BACKFILLING, COMPACTION, TESTING, ETC. REQUIRED FOR THE M C. ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER MECHANICAL INSTALLATION OF UNDERGROUND PIPING IN THIS DIVISION OF THE SPECIFICATIONS r I- DRAWINGS WITH REFERENCE TO BUILDING CONSTRUCTION. PLUMBING SHALL BE DONE BY THE PLUMBING CONTRACTOR. THIS WORK SHALL BE DONE # 1 ��-' IN STRICT ACCORDANCE WITH EXCAVATION AND BACKFILLING SECTION OF o DRAWINGS ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS DIVISION 2. o ACTUAL CONSTRUCTION OF BUILDING AND WORK OF OTHER TRADES WILL PERMIT. W WHERE LOCATIONS OF EQUIPMENT, DEVICES OR FIXTURES ARE CONTROLLED BY �' §"i '� '' D CADD DWG. FILE NO. o ARCHITECTURAL FEATURES, ESTABLISH SUCH LOCATIONS BY REFERRING TO t ° DIMENSIONS ON ARCHITECTURAL DRAWINGS AND NOT BY SCALING DRAWINGS. �I 1 ` . ^ °; CHANGES FROM DRAWINGS NECESSARY TO MAKE WORK OF CONTRACTOR CONFORM WITH BUILDING AS CONSTRUCTED AND TO FIT WORK OF OTHER SCALE I , TRADES OR RULES OF BODIES HAVING JURISDICTION SHALL BE MADE BY `' `4t,7, .1 i ' Z) CONTRACTOR AT HIS OWN EXPENSE. SOME DRAWINGS MAY HAVE BEEN AS SHOWN 4 = { w PREPARED FROM EXISTING DRAWINGS WITH INTENT OF PROVIDING THE �, m DRAWN BY ` _ � Q CONTRACTOR WITH INFORMATION CONCERNING THE EXISTING CONDITIONS. DATA s SHOWN HAS NOT BEEN COMPLETELY VERIFIED BY ARCHITECT/ENGINEER AND NO MK GUARANTEE OF ACCURACY OF THIS INFORMATION IS GIVEN OR INTENDED. IT J; SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL EXISTING LEGAL DESCRIPTION ` < r. u, CONDITIONS. DATA WHICH IS SHOWN BUT PROVES TO BE INCORRECT SHALL IN ` I I_ NO WAY RELIEVE THE CONTRACTOR FROM INSTALLING HIS WORK WITHIN THE INTENT OF PLANS AND SPECIFICATIONS, NOR SHALL IT CONSTITUTE BASIS FOR A CHANGE ORDER UNLESS, IN THE OPINION OF THE ARCHITECT/ENGINEER IT IS , , t '`. a DETERMINED TO BE AN EXTRA COST OVER AND ABOVE THE BASIC INTENT OF � ,?brr , THESE PLANS AND SPECIFICATIONS. °'. PROJECT PHASE 6 1.08 DAMAGE TO OTHER WORK r 1� > A. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PROTECTIVE MEASURES PERMIT SET -1 -1-711;i ,, , I I 11:1 , `, " , W WHEN WORKING OVERHEAD OR IN FINISHED AREAS. HE/SHE SHALL REPAIR, PROJECT NUMBER 1 t + i t` w REPLACE OR TOUCH-UP ALL FINISHED SURFACES WHICH MAY BE DAMAGED AS A RESULT OF HIS OPERATIONS. " _ t r k..- . O ril 11 1.09 STORAGE AND WORK AREAS . .�, rn W A. ALL EQUIPMENT AND MATERIALS SHALL BE PROTECTED FROM THE WEATHER, r �. � DAMAGE, MOISTURE, DIRT, DEBRIS, ETC. USE OF CARDBOARD, VISQUEEN, OR __ . I OTHER SIMILAR MATERIALS WHILE STORED OUTSIDE IS NOT ACCEPTABLE. Do NEW CONSTRUCTION NOT INSTALL DAMAGED EQUIPMENT. 2 c_i r `'}' _ , I o 1.10 APPROVAL OF MATERIAL /�.��� /� Pc F A. EQUIPMENT OTHER THAN SPECIFIED IN THE CONTRACT DOCUMENTS REQUIRES l�� g M 1'; �_ = APPROVAL FROM ENGINEER 10 DAYS PRIOR TO BID DATE. ATLANTIC BEACH, FLORIDA `` B. WRITTEN REQUEST FOR PRIOR APPROVAL MUST BE RECEIVED IN ENGINEER'S a - = OFFICE BY CLOSE OF BUSINESS NO LATER THAN 10 DAYS PRIOR TO � i (n - D SCHEDULED BID DATE. REQUEST SHALL CONTAIN DETAILED INFORMATION ON ATLANTIC BEACH w �' '} _,°; Y THE PROPOSED ITEM. THIS SHALL INCLUDE: 11, , I 0 1. CATALOG CUTS SHEETS 1. E - 2. DETAILED SPECIFICATIONSIA*40 COUNTRY CLUB D o 3. DESCRIPTION OF DEVIATION FROM SPECIFIED ITEM .E #1 1 x, 1 = N d C. AN ADDENDA SHALL BE ISSUED LISTING ALL PROSPECTIVE CONTRACTORS MCVEIGH & MANGUM ;;, 44', " o o LISTING ALL PRIOR APPROVED MANUFACTURERS AND PRODUCTS. PLUMBING a_ N ENGINEERING • INC 1 i 9133 R.G. Skinner Parkway SPECIFICATIONS N k Jacksonville, Florida 32256 °F � Ph: (904)483-5200 Fax: (904)636-6770 s1. i' _", I'' CA 6330 email:mail@McVeighMangum.com CEng.of Record: F_Yarizadeh LicenseNo.: 40287 s 0.. t y ;,> rCopyright Protection A t f 199 . Th copyrightprotectionsa I to the E , a" .;.' These materials are copyrighted and protected under Section 102 of the Architectural Works c o 0 e copy g apply P O 2 ''' I" r i overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of vk Y. # 11 } N these materials can result in substantial criminal and civil liability. . -1 1 �,-0"','C r t; R, K. I- , k'- t' " 1, ,- 7 - - 11 - ­- ,1 ` " ' ' { e. , E1 r.> I 1 !,,,,"�1_-,"I"4",'`_" li I I i �;� r - - _ --.. _ .3 - i _ _ - � t � DO NOT MEASURE DRAWINGS $ 3• B 9i art � NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR '1'0 CONSTRUCTION. SEE GENERAL NOTES � I a a .t (D i T fi N O 6 M co LO 3 dr C O p Lr) I O C7 (V M x C C O M D N d rk Y Vd7 O cc X O LL m Ile, \ � �.�``�ti11z 1c � LL CD _._. 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RESTROOM 9133 RG SKINNER PARKWAY _- i : I _ , o !t Hip _..... ° I I I I JACKSONVILLE, FL 32256 , Y I 33 �A 91' RESTROOM � � 137A I d „ z0 ,Z- (Q1) 138A I t!, PH: 904.483.5200 _ MR s �•;p „4 7p - COOLER FREEZER 0 L� _ I ! j „46 �; 114A LANDSCAPE ARCHITECT 1? 1, ,��• �, F 130 � ;�-:�" `} �,.� (DINING VESTIBULE HALL Z u "6 7 SHOWERS ] 11 119 KITCHEN `[� � 0 EUTHENICS STUDIO .` ,°. ® 3' 128A �g$ rr ��'$$ Z s RESTROOM RE: F�OOM 111 1650 BEACH AVENUE BEVERAGES I ' O I v I a 133 137 i 119A __.. s f r ATLANTIC BEACH, FL 32233 1 � I` 1 PH 904 246 6219 R w I j z 71, a COOLER E 4 & � O REVISION DATE p�yA VESTIBULE PERMIT SET 12/13/13 t _ 4 J FDC/RISER 6M-� VESTIBULE HALL Q I I E ,31 171320 / ® 136 117 SERVICEANSERVICE W [A-A I ! LJ I HALL �g�� 003 004 I Z i : 17-1-0141 GALLERY 109 Q 3"cw I ` 1 i ------ - ----- -------------------------- — - -——� I IEII�RSF� r.. 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I 1 ,qq -- I I F+ I i L------ - - L--- -- -- CODER I FREEZER "� ( , I r--- 3 V_ 3 V--- - 3 V----- --3 V -_ -�I--- t--2 V -=� I r , FD I 9133 RG SKINNER PARKWAY �; I rt 2 2 at • ' 1--- 1--I—L�- > ' €FS H3 GW I 13 GW I i 1148 I 114A ---. T t n ` - )4"FCO-= F 2 I I i JACKSONVILLE, FL 32256 I I � .I' I » I i LL.., I i'rI-. ��! 1 ' � I ;5 �t ���// � I,,: �1 MEZZ.ACESS I 2 V 1 a,J 3 GW I 1 ; I/" � I! 1 3»GW I j PH: 904.483.5200 _ I ' 11 �' } "It 1 14 iI - - - - I � � i� — - ,� F. ��� WC 2 120D I F — s, I I HANDICAP [ I I i I VEIGH & MANGUM fv t,. s t,. I 13 0 I i f_ FD-1 1 RESTROOM / _. --------------- --f- -2"V --- - --,T- € t' Ili i I ; MC 'I � } ' ' , t11 t2 i. _ ;�I 137A 00^ , SINK 3i E i . ..iI G' I 1� ENGINEERIN INC , I r FD 1 > ;I 9133 RG SKINNER PARKWAY - I RESITRIOOM I I I + ' KITCHEN I Uj 11 - I _ - / I y .. I JACKSONVILLE, FL 32256 I rt t 110 '� i" ,._. I i _.._.. I,I} I/; I , FS ; PH: 904.483.5200 I W� 1 1 — 0 c 1 I _o I _ ; JO L 2 138A i I a ! r.l t I , I -- �' _._.. _I ___ ____. ELECTRICAL - i 1.1 WC 2 _ I OC I,�p i L-1 I I - __ __-. CVEIGH & MAN M c WOMEN S ! I I <,r, ( � > u� BEVERAGES! _ _ _.11_....,y 1 LOCKERS j 8 I j I fir. I COOLER _ __ I N; �,- 119A i ENGINEERING, INC. A , � 130 17 I WC-1 , I 114 D 1 I _<_ ° f � �._f /� 9133 RG SKINNER PARKWAY P' I g SHOWERS I ,oc— [� :,` L-1 I WC-1 I C - I 1 I i JACKSONVILLE, FL 32256 _.. ®C �� .1. 1 I I 1I r�.,I i I,, [ 128A I --_.__. ..-___•_.__ i ®C— _ € I i I ] H 904.483.5200 I 11 FD 1 I fill)1 13 v I I [J _ _._. I IsI 'I" j i'Is � 11 I O if�l jB - 1 , ; t L-1 ` LANDSCAPE ARCHITECT FD 1 - SH U 2 W I ���r I F \. /l _ _ 10 z ` w�j MEN'S WOMEN'S 650 BEACHAVENUE I WC 1 t- t ,,, i� �� R RESTROOM ESTROOM i ? ELECTRICAL ATLANTIC BEACH, FL 32233 ��' IB FD-1 ` E Z I 1 i, - ---- 138 j 137 _ i SERVICE — j - d - U-1 N I5 I 003 PH: 904.246.6219 NN - I I---- Sf3 0l I l — 1 ,......» . _,,z I r 1, — ,��,,,­ �1_ , � 1 2 WCOT 4"FC ` WC-1 I I0 EVISION DATE O i 4S R �`11, �j [�_ ,' } a FD-4 2" VTR "� U_______ _„ r------------------2"V-- - --------'/ FD-4 PERMIT SET 12/13/13 If 11, i, � O ®C � I_ » » � �-- I 3 GW 3 GW 1. _ __. FD-2 ,� » » I ?I I't r� L - - �, 4 FCO 4 S 4 S 4 S 0 4 FCO I FD 2 MECHANICAL Q . FDC/RISER 1 : 1 i SERVICE i 0 , 2 131 I I 004 ,, I.: >- VESTIB. E U l i z WOMEN S PRIVATE � ` a i P_____ ____._ RESTROOM 135 ~�-_ HALL cn c� � d r�3»V-- '-~� __!_a f -- --- H_ 136 �_. �'l. , I , m ;f 132 `t i - _ v _..__ O I0 -11 !,!a - r O L... — IL 11] — FL . i _7 - M 3" VTR `r I 111 I .; >- I ° Z :4 i I N t 'r . ....__,... ..,,,._ _,. a I 2»V1 C} z _ ! r 3---- - ------ S — _ L 1 ;fir 11: r o ) L 1 L 1 I TABLE SINK l INK DELIVERY ENTRY w Q l -, - , IVE STORAGE I i Cr-1 p 002 (� ! I 4 3 P. 1 , `<, — i � I 1/ �Ii S 3 1 I 2»� Q I ENGINEER'S SEAL 110 II ` ; INK fr ,� E LI — ---------- z I R� 1 - L -9 {�'° I O I i4� I i ro , ; ! I - -- - M P ECE '� _ _ _ _ 1 - _ 77 WOMEN S I MEMBERSHIP R PTION STATION I' , I T » -- # `` RESTROOM HANDICAP OFFICE 101 = - 112 \ I ! 2 GW SR-1 r t I 102 N ! I '�' 133 RESTROOM I: � .t I "' FD-1 133A N SHOWERS I I I;� � J P3.1 4 FCO 0 E W � \ I 134 I 4»S 4„S J' 1 3»GW I If / e � Q : f, I o L-2 - Mruf 1 - i° / OFFICE k Q ... !,_j i > _ a 113 i CC- DD �41, t i. r I NI i ' I ”'; ¢ � I FD-1 r FD-1 _..... _ � ' cn f t',. a ,: �FS ®C a = ( (� 'i _ L f � `.._ 3 R ,_ - - -- -1 I I1 WC-1 WC-1 I , H-1 / I o I SH-1 I l ,: _ » 1 W - _ i SR-2 �.._ I-- 2 V- I 11 I- 11 �� WC-2 1 __ 11 . I ­4 ., , D I \'� �. f I OC 00 I '< J 1 ! s, , m I' — ______ I t / -' I L P3.1 � -1::i » l F <. ——t_ — — — — I: » .._._..__ .-___! i_.__...___..__..__..l I i I' I _.__ - - _2 V �- ' t: 4 FCO 4 FCO '� », .. _._..__ .. 1_..._-____._.___-_._ o -- — r- — FCO �� _ __.. __.._.-._. __ - 4 4 FCO .,: -. _ _ E i , , . o o _ _ I LU _. C___.____.� �._..—_.___1 _.�__.___i , �,. - - o I-- I 4� , CADD DWG. FILE NO. Y O r , R' C.7 11 W !ill 11 ll c o 4"FCO SCALE s :I# ,: w11-1 cn Qi,-,�,, _iz, ., " � -, I I 0 AS SHOWN JJ1 14- m J Q DRAWN BY Q o P 2.1 0 t ° ° 1 Y w rn 2 LEGAL DESCRIPTION e gvpr,k r I11 t° �.� F_ ' I ° 6"S; SEE CIVIL DRAWINGS FOR CONT. � FINISHED FLOOR EL=9.30 1_ I }� INV EL=6.75 f O I Z PROJECT PHASE I , 0 4"S 4"FCO ;? I U, PERMIT SET ! ti �e.2 ' (4 PROJECT NUMBER I d- I 18-11- ` r - J , Q I ` �� r �, � 1 33 NEW CONSTRUCTION °i I " Ko',� �R /� SANITARY P 4"S; SEE CIVIL DRAWINGS FOR CONT. ��-! " t ,' 6 I V I FINISHED FLOOR EL=9U) 0 .30 �Q �, �` r o P2.1 SCALE: 1�4" = 1'-0" INV EL=6.73 . r. 1_ _ L) ATLANTIC BEACH, FLORIDA ' -11 U Q �� }� ' ATLANTIC BEACH z r2 "'� KITCHEN SANITARY PIAN Y P2.1 SCALE: 1/4" = 1'-0" COUNTRY CLUB o �� o c 11 V� McVEIGH & MANGUM a- 0 CLUBHOUSE o f11 Y I,. r� ENGINEERING - INC I¢} -} x r�.: o 9a kso Elle Skinner or da 32256 SANITARY PLA N ' f ;! zry Ph: (904)483-5200 Fax: (904)636-6770 `'' >_ CA 6330 email:mail@MeVeighMangum.com ' y CL �t Eng.ofRecord: _U_Yarizadeh License No.: 40287 s O U I ��, � L These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the � � e. M r overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of P2 . " �� �­� .­,' �t 'i ���,�� ,--_,:&':r ,"i, � : "' , I N ,J these materials can result in substantial criminal and civil liability. ii"', _!i � , r . ,;,n'j,'"�11 "!,-j,",!��:� ­­Li�� �,,­,��, � ,:,;,,� !��, I I,� ,�I 1`1 .` -_ , * 1 -i �,�,_�,4� q, : , � , ,,�'%`i � I I L!F' "' ��, I, t 1- � - '' I I �;�,! ­,": i_- �i'"i v �: ","i � {��, -,z- I 11� y _ ,, �� 11',-, -��i_!",�, t �,,i I --_"Li : 'is I ,, ,�,­' I11 I �.,. � ,F, , ,I , - __ __ - -- -- . _ _ , _ __" .. 11 - .. �_il- -- - _.. , - -- _ . w-___, -- -- - _ - _ _ - -- - � - w �r s „ 1, r 41 ;" -,- �, ` I, - 11 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES ti , „ $ PRIOR `I'0 CONSTRUCTION. SEE GENERAL NOTES •, Et __ dx �, ice_ ,tip x ; i ..I t' , 1 11 1i E �/ r� 1 1 � 1lI s ,� 11 \��� � lit!t " F , �,; _ -___ i Iii II n. { l„ I l,° , 'I i.� i1i b X I q I� i I ! ' , F I 1 ' ...___ i I t 1 1 -I I/III I I i I iIl Pt a �,. 1 I � Ifi ! � I s ��. I , ­ �) �4 ,, ?t u -----------------=J i 71 �� of ..I i i t1 I ,,��,,// cfl I }�I N - o f co N N M I I _�11 I ��) (6 I I � � O LO (Z ��a I ><-�� I O o0 '0 O .I :_y` I ���� i 0 L0 _._........._...._......_.__......-_- 1 I - 67 _ WH-2 ------ ='� aS NN 1 00 ; , r! � . ( - z �I t :' . ------------ > M Q) N I _ O ...... z I a, , l , GR-3 cn rn d k %" H W/CW TO ; ( �\��� �T� ¢ x .' .. „ :_ WATER HEATERS1. 1­1 -- *** ' i -��� Fy-1 4 LO __._ - O - 3/4" GAS ® 2 psi .�:-m, , I �l t, I,- t a I ��� d• a ' (398 MBH) I �--I U) 00 a' m Ix .111.1,.11.11 :. .. .� - - __ i c�� co 4 t 1It '` L 3 ` _.... { — \ 11, t �' .' . -_ �4 ' 171 __- / --- \ U r ._ _..:_, _.__. . _ _._. . _�m...._ . __ __ ___ i 11.1 <{ - '' �ti_ � i �. - _._. _- _ .__ . --' -- --_ N n4 a) O __... �j Q i t e i I �, -V _ 1" 1 ~ yam-+ p N U i , - i' I I N y 1 O - � ENLARGED ROOF PLAN kr 3 1 � ­ 10,�. � P4 13a f �".; %... 1 ! _�; � �1� P2.1 SCALE: 1/4" = 1'-0" - -- --_____1 .-- L .I I �\ f////1 11 k � �) r, �' _,______ HB , __.____.-___ _ ..__-.. .- __ _.._.__._._ � • � ' r. ! 1 11 11 �. : 4 ' m I O_ � �- - - -- _ - I -- -- ' ,.' BH - - '� �� �1 [ 38 M ( J / _ I ' I `� ` / 1 ( ' ' GR- \ , 11. € 1 , ; Y2" TRA E -� L-2 i 1 F i - d I i _ I: - � , i ---- - — — WC-2 FD I , iIll EEI ` z, x ___ --------------i_ ._ .___._ _ i - { i 1 CONSULTANTS — — �s i II - � r,. HANDICAP i I I I RESTROOM 1 _ I I i 1 , 111A I MCVEIGH & MANGUM ENGINEERING, INC. t!",.; y I • , i ----- -,_ l ----___ 9133 RG SKINNER PARKWAY n i I \ I rl {1 JACKSONVILLE, FL 32256 i \\ C�- I �.I FOOD IW NDOW A� PH: 904.483.5200 '-- _ ' , 0 �!Y; e ED U 005 r�� {- I I i �. I Fo�. `` MP&FP , 11 '. ,' ,_. I- � -" --- - -------.. - - __ ---_.._ ___..---- M I e i„ , ,,�� �, I ' a' -�_ _ - MCVEIGH & MANGUM ' 1 I� I _.__- i : I i \ a 1`lil Ig l I ; a » I �, 1_r_ - I�, ,�� i \ ' ENGINEERING, INC. �A`'� �'�i Y2 GAS ® 2 psi I i �k I �r, __ l I ' i I A 9133 RG SKINNER PARKWAY __.. 1. I' 9 , pq I (( I 9 it I , ,�l '( `!`E i , _� I I t, €.t€!: l � - xN' I \ 1�°`d I°' (38 MBH) I llllll(I�,, '� E li i; - N �� \ JACKSONVILLE, FL 32256 I ! �; 9 pp ` li., i , �I i' I l _l i I i '`!T �! i I PH: 904.483.5200 4 ,' i 1ll� ' i 4� U I i I ��( V1_1 i' €I I i su t4 r.-, a",!, i , , i. r:. H ' ,� ; _r; i _4', - -i \ � � I `IT - I, — — f k`� iso MBH�� '' Iso MBH P 2 ELECTRICAL V \\\ 9 - ------ . 30 MBH I 30xMBH 1 MCVEIGH & MANGUM < ! l r I_ ..1 HW x 1 y _f_ �_ i' I Ir% E- C. M . : i .`� l\ „'..i 1-..{ l i , 13 3 i is M IN U �I l.; I `==�_ - - - - - - - - - ENGINEERING, ° 4 I i, i I; �r,u I I - - 9133 RG SKINNER PARKWAY ❑ i 1i i -,_!- ;720 MBH iY2 CW Y._C.W..._..... 32256 . :, i ' r ,`E (( JACKSONVILLE F rrrrr} 1 o it MENS I, 11 ? BAR Iii i 1 it �'� 120 MBH1 .. I 1 I ;:; l PH: 904.483.5200 L , LOCKERS , __'. _� l l / I I / `� 0 3/4 CW SEE P1.1 2 I i 120 / ! i t 27 ;. ,/ 88 MBH j i3 [_. I.L I I �' i / 1 '�__..—_.1_)!.e 1 i ��f t i I! I y I E f,. ....,.. o i FOR CONTINUATION , i ��i 1 `__.`_C..I I I I , 1 FOODS __ LANDSCAPE ARCHITECT I <, I " SERVIC ' ° .ir "€ I z I _- `_ t? �„''� U I is „ .... _. �; i.t '= - , w I -___-____-- 720 MBH SI I I, l;, i� �._.- EUTHENICS STUDIO —! I �, z F�1 1 2 I - 3 1. i 1 I, \, I 11 1� I I I _.. t �1 _ 1 1i I ,. I 1650 BEACH AVENUE o l �� /4 SEE P1 1 i Y ° iLA___ ----- - ---- __-___-_ __ ______ _ _._._.. -_ __ __-_ - - - --- -- FOR CONTINUATION ! is ` ATLANTIC BEACH FL 32233 . ,,, 1 ------ ---------- - -- 9 ---D— - ' - -- - --- --- ----- --�---- -------- ii ! " �� �� � __.__ CW w � M - '} - I; ' - - mm '- ' - - - -, PH: 904.246.6219 - -- g 720 MBH ,; -` _ �.� �+ - - _ .�'y--� I f / i,. , 1 j ..n.,ml'I._.3_ r b-� I I ........... ... 3 I- __ - � - - a .w, I 1� ��� i r 1 I s ,, E - : „ e S I , 1i i;\ it'1� ,.:� , I i » E '{ '7`i.'���� -I I r L",_,_ - _ _ 1 Y2 CW 1 Y2 C E€ \ ,; LIQUOR STORAGE 2Y2 11 - ; i - . . •,:..J `"11 � 129A U 1 U 2 _ ( I GAS ® W.C. i - - 4 &COOKER r': PRIVATES/ \ \w1i DRAFT I I I (2788 MBH) ',_i 1 I ii REVISION DATE o VESTIBU ; L-1 , L-2 \ MECHANICAL I 120A I �i-� -�� I 1206 I� f k _ .__1 i ') I I I I -- WC-2 4 I GR-1 . I MENS PRIVATE ' \ �, ell I PERMIT SET 12/13/13 a 129 I I FD RESTROOM ml Fp b i ? , , . i =i �� ��- _ i _ �� !, I I NOTE: �' li , �j 128 U 1U i __ ;! 'I -1 �� �� \ I --J I F f i - -- - - f I _ t� - i.. I I F- — ._l ; I z' TRAP PRi1GI1Jf THIS CONTRACTOR IS RESPONSIBLE FOR ALL I , HANDICAP E I - , I � ° �` z - » `� RESTROOM I ; ' -� i ��} TYPICAL OF 7 ROUGH-INS AND FINAL CONNECTIONS TO FOOD ?, < i 3/4 H W [ h i ' ; I 1 I € 1 i 'L TRAP PRIMER 101 �� I_ _.3 n - 7 I I i ! FREEZER 1 SERVICE EQUIPMENT. Y2 , - lI � I , t "." TYPICAL OF 12 1 ' __=-z ________ ___..___� _ . -- - - ----.____--- -r_�- _�. -- :_ --- ---- --- -- _-_ rE i Ii g� i 114A I' — - _ �.. __ FD I 0 F i t L__ I COOLER I i < MEzz.ACESS HANDICAP I� ' ._ ' I , I - �11 M � - a.� % -.,,1 I I o I RESTROOM ' I i i 1Y GAS ® 2 si I r i� i rl 1146 zt, . �i I` _ I , - I t 2 88 MB I 'I Yi1 I ;l ' i O �� �`i ,fH 1 --- 1 137A �..W.i / (2 H) Ir = _ ,li �. a __ , ,� Q i-�- E =! -� W _ 1 7 I �� II ° ///o v, \ o 2 CW : I, F� 11 j� I O-- - I I I -!` I I 1 % '' I , 12 i, I , r- 1 �`-wM ; 1 '% s,,• 1 o I ' c " 138A - 1 - �I � i I --' a; I i� `� J ; n KITCHEN w I 1 Q C-1 IWC-1 1 I ,; L-2 I I I I ! 3- F �.:� wl, H I 7I I I _ �...I- - l c 11 i 1 < I _._� ;, _- I 0 9 \\ i I \ --- ------- L-1 ;l L-1 - - -- -- I HW/CW DOWN I 11 Z 1 MMEN'S , ` I $ I [ .1 g . , ; 3/4 I f x3 ' ENGINEER'S SEAL x ;., ( LOCKERS 8 - 1 ' i 1 i _ I I ` N I I I 1 ERAG i._ \ I I / i' 11 BEV ES s , ?� - - t i �1 U COOLER i i 119A � I r 0 130 - 1 I I c WC-1 ; i �i i. � I I WC 1 ,4) I I I � I i 114 !. w __-_ / 1 HWS I ti L-1 r# L-1 ' I I i 1 I z I CW DOWN TO �� I ;. d _ PUMP C SHOWERS I --- W I ----- -\ = U .. i 1 1 . . FD I ---- _ ( -o _ ._..__ ._ I i ___ I DOMESTIC WATER BOSTER 128A - . , �11 :. w I , 11. ? ( , ,N G ,, I� i� , , I11) I I 4 CW W TER SOFTENER - i n{ ° I _._ - o - L-1 i x f r, L-1 WC!1 I` l I I I I MECHANICAL - -w ¢ "l I : a - SH-1 I O �1 I ©©4- III U 2 -_ 3 ( - - - -- - --- -- --- - - - - -- --- ------- ,s } ,. _,2 7 2 I 4 _. p-' WOMEN'S -. -. -.... - I I - - ! y _ _ t Y lC , ` GW I 1 I ELECTRICAL RO 9 i 2 3/4,, I ? 1 7 ' O Ij Ili I ; I , ' k _ —_ _ - MEN'S WATER SOFTENER --- - ' 1 003 I I 4"CW FROM W ❑ - _ r , I I I _—._uu uu @II RESTROOM I C Z1 ` ,, ���I ;I I _i , » -- - -- U-1 TO BUILDING W ; _ ❑ I �[ . i I I 1 ' 1 11 I �— _ I I I -- 1 Y2 H W/CW TO '' i r. _ I ' 138 ' f 11 - � L.f_-_ I (-__=- WATER HEATERS ON �/ ❑ i I .,. -----: � 1 I , r ....= I; l Ir - 1- - - t( , , i I i CD I i �`-TP-2 _ I HALL I I _ O-- ------- ,,. I C?- , x_r„I 1, „ ,. - i - ROOF f I 1 CK I I E r , U - - -- - - - , 11 _._ ..... FD WS-1 �,_:. n - - , �, 1 �, 109 111 FD I �� j FD 3 „ — o ; g.i O-- , •T- ' I --- O-__ N 1 I ?` ( _ /4 GAS ® 2 psi 1 FCW c .. I i--1 3 1 , �� „ 1 398 MBH M .: .; o FDC/RISER , 1Y HW I , I — — I I I I I I � ( ) I U `r V 131 �� 4 /� -J I ' 1 1 ( ' I I 1"HW \\ » �/ I f ` I T i 1 o „r----------1 vI I i \ ' I \' ----- -- -------------- - ---- W - - -- 4,,C I tlr I I s— CADD DWG_ FILE NO. o I 1 I I \ I3 I I �- T - - - - - - - - - - - - --Y+---+- F00 "i i I = ( t " = I U I VESTf ULE = U = _ - i J ` a ° WOMEN'S PRIVATE '�, " ' " - _— I i RESTROOM \ - - N I 135 - I w I 1 I " I _ - _ SHUT �'` Ii i . I ILI I N 1 I / f , OFF VALVE -`HB- _-_ ,._.__ I 2 GAS ® 2 I 132 I 136 I I I / » -.. _._. . _ .. _.., I i _L` _ psi SCALE ❑ I I I ® , 3 i » I I ,.: ,," ` "z w yl I 1 I I I I , /4 GAS C� 2 sl __, . _ I 1Y GAS C� 2 si IN RISE - P , 2 P U I t_ \ i j (4014 MBH TOTAL ® 250 LF) F (A .L... ---- --J- ..... - - - -- - - - -- - 1 I t - ( 34 MB ) , 111, , (3618 MBH) L, \ I [AS SHOWN <,, ° H w - .. - ------- - -...-- ---------- ------ --J- — ---- --- -- i 11 II __- ----------_-__-- -- - I I I. I__ 3 CW 1 ... U I = � � I DRAWN BY / ' I Q FDC I I ;, / ? I U I = I '`'zi ' , I1. i / aN I 1 ri M "N "N I WATER FILTER BY OTHERS TWO-WAY WALL rI i I I 1 �. ?. a , li, SIAMESE ' „ 1Y2"HW 1Y4"H I I ` 1Y4"HW 1"HW 1i 3/4»HW I i I I_ 1 I ; I CO2 TANK BY OTHERS _ ! 1MK 3/41 HWR L-1 L-1 L-1 _ _ i I I t CONNECTION 34" I - _____— — — — — — -- _ -- - ---- ------ - _ —__ _ �� I ! ;1 I,). € I I I LEGAL DESCRIPTION / IW _ - 1 TABLE ; I F I II ; - ---- --I - ---- —r - - - - - -, cL-+-1 , I'r i _ _ _ - - - - - - - - - - ! °'. - HB ' --- -- I' „ __t1 , i -- --1 — --r r-- -- , ',I I € I i . ,,,. I I ----- - -- ------ --- ------ ------- ------------------ �j� _ - ------- - - i TOROAG I I. I �I I S E 3 » 1 1 » --1 I I II , _ I DELIVERY ENTRY I ,� /4 GAS @ 2 psi i 3/ I �el �» " » �I I I } ` I 002 I I i 1 1 o t. ::._... 1Y2 CW __— _.._. -sYz - --C ' 3 CW 3 CW 1 — i= # I (398 MBH) J _ --_ - (�` f I 1 !.- _� _ I I r �w , ' I - 1 __....: �� _ - M P \ RECEPTION L\ i I,, s -�� _... EMSERSHI 1 STATION 1; , , i ' 1 t a<<. RCP-1 ( RESTROOM j I I i \\ 3 » OFFICE % J101 {�� _.. 112 i l � 13 a i I I I , a. o -JJ 133 / \ _ ' - \ /4 CW " I 102 i 14 t� ® I I , € _ i Z GR-3 + ! ' ( I I -\ ! i / j 1 ? I I I I PROJECT PHASE „P o -� , i\ "i �\ SHOWERS / I ! _.. �_.._- 1 �' =I i I I I L---s w i L-2 \ i \ 134 i i i �" 3/4 GAS ® 2 psi 4', �, ,';,_:,�!,<,�i ;',` „ > � / i r ( I I j \\ i I P PERMIT SET �� � FD HANDICAP _. _ ___._. I ________. ____._. I (398 MBH) __... w I -_ RESTROOM _ -t r U) - _ , I I ,, O- H i I I I I ' " I :i ---+ -- TO FITNESS CENTER PROJECT NUMBER t w WH-1 ti : 133A I i 1 i 1 °° ® __ , I i : i i TO FITNESS CENTERE 11 I d: _ I �\ I 0113 I 18-11- U F® I i I b ——o i 1 � ;} ; I I — _ 11 I k , 1 N ( I l E�I i' N I li .. !�_.___1! N _ _ —— E 4 DOMESTIC WATER• _._... I ..,..,................... ..,.. ' F a� J I C-d1l WGA-1 I 3 __ _._.,_- _ _.,, ; _ FD I I 1 , :: _ ..__. i I F i ;k'„'i, cn < ( — _ I i SEE CIVIL DRAWINGS FOR CONT. _.. - _I L, ,1 ! 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Skinner Parkway RESTROOM DOMESTIC WATER PLAN , ­­ 10 0 K", Ph: (904)483 5200 Florida 636-6770 4__ :_ , t (\ d CA 6330 email:mail@MeVeighMangum.com PLANS "� O P2.1 SCALE: 1/4" = 1'-0" Eng.of Record: F_Yarizadeh LicenseNo.: 40287 r t N ,, �� _ t t ' f' " % i �,T�1� ", `� - These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright r ; r '' �.11 ..'_, ,. i r i protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other P2 . 2 ,Ii N elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 1 �,�� �,,,,_,� I - , 11 L ...L 1.,_ �':�,Li,- I _t�',t � It 1 - -; I I ,;; 1- r'IEi a1;�: � � �" :'_ ,� {� I ,, _1 " 1. � I I , N "� � � j, , �-(-i •.?:..iL - I I I I L , , �_�T,� I � L I It, I I I 1��L-! , I I I I � . 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Skinner Parkway " Ar{ q�l U Jacksonville, Florid 32256 36 6770 CA 6330 email:mail@MeVeighMangum.com Eng.of Record: F_Yarizadeh License No.: 40287 4�. ' M These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the te, ;f � _� overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of � these materials can result in substantial criminal and 2 r"- civil liability. " I . 3 � I.7 11-11I��,j� "� � 1_�!$'. " ��, 3 ­,;�­R � Ir �� ,� � �.�'L g�' 1 �'L , L LL: , — � � I 11— F, , 'I I ,� ­t�,� �,�_.'' _, 'I �1.Q:l - � :;��, "` � �,­ ��, ^� §I ,''� '��3',"'j"L L,1���,_��I� ''� " � �' n — ____ Ik F ;­-,�� ', t�:' , � � -1 — — __ — �J41�,It�.itj, ,­ —L I 1� I I I e I-- ­ , 4 1—I , ­,,L.�" :I"ZI,�," �� i� "n' �,��,�4a, ­��L Is w� �� e �,� I'ji,�,' �L I ,L ,, -IY: .r 1 IL,I, „ ,. 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STRUCTURAL I MCVEIGH & MANGUM ., a j ENGINEERING, INC. 9133 RG SKINNER PARKWAY ' ° ? v 11 I JACKSONVILLE FL 32256 L' v1 F �`•� HB 3 1 PH: 904.483.5200 i I ' �` 'I 1' 1 Lq v y �` �' I ,°,r,� ,"i. ,,1 I - - - - - MP&FP ,� I ( . 11 7 ,1 p 9 , II ie= d. .__.. .�.-.: _ -- �—.. ....._.._._.._.�.__KK-: __..... _.....:..: .....:.«-. -.-., -: -_ .... ..-. .-.r. _ ..-. .. .--:;:,-..._.._......_..:.c- 1_1_11...__ 3 s,fl'i.' ;tr li'1 — — -- - dIo1rf 1,1• �,,a MCVEIGH & MANGUM Ip0 t Uiq,l,.,,y;G � �f I.� 1 1 ";t�, �� ' ENGINEERING, INC. �,,iil" 1 i f 1; 9133 RG SKINNER PARKWAY �] W :� JACKSONVILLE, FL 32256 f�� , f R I PH: 904.483.5200 I— 1 i i ;`1 Wil �, i� '` , ELECTRICAL i —._.._—_ �'I i 1 i ,.._,....._.__...,,._ _._..-..-1.1_11.. ..,,,, _-1111 ..._..,.._.__,_ 11_11- '-.,_ _-. -111.1._ _......,._...__.....__ ..,,,. _1111 _..-._,._..-. _,_....,--__'_.............:.d,....._..........._...... _______'1..,....,,.,..,__..,_.........d,.. _._...._._..._......3....,...,.._,.....,,..,,__..,...,L. _"'__.._.7,..,..J' f7 1 1 — MCVEIGH & MANGU 1 Ql M __ ...... _1111__ - ---- -- --- v1 __ I ENGINEERING, INC. fr : F . I j I 1 % z> _.3.{ 117 _ '71o __ 1 ( I 9133 RG SKINNER PARKWAY ,. Y - --- -- - I I I i TENNIS JACKSONVILLE, FL 32256 "'' f zs o FOUNTAINS i I I 1 RECEPTION I I ; ` i' 140 i I PH: 904.483.5200 PRO SHOP 31 3 ;; 150 I i 160 EWC-1 i I I I I ARCHITECT _._._ _._._ _ ___._.-- VESTIBULE -�l_ : LANDSCAPE ARC j I- VESTIBULE � 11E (n i 141 _ 144 i I EUTHENICS STUDIO Z x 1 o _ _-.- - - __ _ll I ' — 1650 BEACH AVENUE _ z i ;i _ _ = , ; _ __ ; ATLANTIC BEACH, FL 32233 y,' 1' K Y2'CW f—2"cw ;, –ice- �i 1Y4»�� , 3 1'. PH: 904.246.6219 —1 L-1 i .,r � LAUNDRY rr U .t ��� "`) W 1Ti ' W `.. �€ _.:.F� i iLIL, ell- O 143 \1 i I / U i REVISION DATE li 13 SH-1 :� 3 3 - FD I I FD �/> I , Z. i .v ,s11 1 } d �~ II \_-------0 ------�''/ I ......_. _. 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I I - - _ ... .. . \ I I HANDICAP ml �. ' I I RESTROOM I i (9 tr1 r o I I SHOWER I I \ 0 3/4' GAS @ 2 psi (398 MBH) ” --� 153A. 7 k f 153AA a v i ,� "s� r a 113 .�',1 i _ ' = 1 , _, FROM CCLUBHOUSE I -' D `��• '; CHANT L 11- F FD ME CA r m ff ---U --. —� I I O`_ I 0---� n O__i «� � L-1 011A 3 CW FROM CCLUBHOUSE � I , WC-2 FD � O g I r y 4p >r � — \\ 3 __ 0 SH 1 ( , 2 i L - I 1 ' . 11 , W 1 - ' , » \; Y4 1 :f t I -- ! t] - -- T —i CADD DWG. FILE NO. O 1 , li I 4 ffHW r `i:; s k,,1 - d U U U ,a s . . 1 t .11 NN _. 1i _ , - -- ,._ ;,r ` d o HB , W i ( SCALE _,. D 1 ?� l AS SHOWN f .. �—.. -- �� 4.i0 m z }¢ C DRAWN BY 1 t 1 g Y r �lI o MK C LEGAL DESCRIPTION v S i H l; LL_ i •; O t :s W 11 a- 1 a 6 PROJECT PHASE �1 > PERMIT SET 4 � Y � W ii , k- W PROJECT NUMBER r tY 18-11- U) 3 30 = ?�, t i}Yp i C9 N — x 41 � 1.N 0) 1 U Q _ . 1, IL __ _ ,,_.' 1" NEW CONSTRUCTION I .� _ � L 1 ? 213 ej i�l w C = 0 `�' `` ° Q ri ATLANTIC BEACH, FLORIDA 11 PLUMBING FLOOR PLAN- Z Ii 3 P2.3 SCALE: 1/4" = 1'-Off ' ATLANTIC BEACH ,,r f �` - z i COUNTRY CLUB ' ,Y�� ' x' ' o v iii 3 ti 1 �- �� Q McVEIGH & MANGUM �� �:� _' FITNESS CENTER ENGINEERING • INC DOMESTIC WATER fo N E 0) z 9133 R.G. Skinner Parkway ` - ' M (D Jacksonville, Florida 32256 p Ph: (904)483-5200 Fax: (904)636-6770 PLAN fI'll O 0- CA 6330 email:mail cr McVeighMangum.com I kLO Eng.of Record: F_Yarizadah License No.: 40287 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the PP Pp Y P2 . 4 �­ ,­,�--�,# } M ° overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of tFi \ these materials can result in substantial criminal and civil liability. ri t 4 �' k N i f tp �" r t _ ;` ) sIj 1' A: I"IU",s_.; - Et . 1: _. ,. _. _ 1111 - 1111 ._•.. 3._.... .. -., 1111:; . ... :, ,. .,. .. ... 11 .. _. .. . .. 1111. .. t-i •! Yly! h i , + DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES { PRIOR TO CONSTRUCTION. SEE GENERAL NOTES +,1 ,o-:1;• _ f I / r t.n+ + , I LO E. N 0 f � / C� N f / '2 p LO _0 / IILO O O 00C O N LL 1 J� + w ' o0 / / I CD > cl cl C O / I � p o� ti a Y p�O a j I � t1 t .s � X I N r� \ \ I \ \ � N J ? \ N co U O U) 4 - U � o — ,c N I N A 4 /� \ / tJll Tj > I� 1- cu <1_1e \ \ / \ '1 sr,. 00 N \ a , Tr v,i 6W ti \ \ ti I I > \/ N I I > I > ti 4CONSULTANTS rl Ik l s f I L S �O / N I N STRUCTURAL i°`� MCVEIGH & MANGUM \I \ I c� ENGINEERING, INC. N / I \ 9133 RG SKINNER PARKWAY "9-9L JACKSONVILLE, FL 32256 s + PH: 904.483.5200 MP&FP > , MCVEIGH & MANGUM ENGINEERING, NGRG SKINNER PARKWAY � I / � � •�s JACKSONVILLE, FL 32256 PH: 904.483.5200 N t � ;¢ > N / / I ELECTRICAL i �s � A � MCVEIGH & MANGUM / I �' I ENGINEERING, INC. _ \ > 9133 RG SKINNER PARKWAY its ; o > I ( moo / / I N JACKSONVILLE, FL 32256 ' I <,` z / iN I / ( PH: 904.483.5200 O sz . s ��I / IT LL I �� i o / I / Rte , LANDSCAPE ARCHITECT < �'o I EUTHENICS STUDIO t z I _ Z f z I 1 1650 BEACH AVENUE , o I ATLANTIC BEACH, FL 32233 t z �p I ( �p PH: 904.246.6219 s :3 pa s s W r S 2y REVISION DATE k o t - 1 0 PERMIT SET 12/13/13 t q„ Uj CIO z 3 8 t i+' OtX i6 i Q r RS i f - � Q y U "G ENGINEER'S SEAL t R# Z RT n r 00 ' - 0O Uj nj I ' W H O O I W IL 9 It " P m (] +3 ¢)Y)4 0 Uj[n � 00 f— p I p W D CADD DWG. FILE NO. O Qyl 6' R t. c i +€ � ,,+ . SCALE q N �y11 LU SHOWN i� s I W z iF A- in jOO�'n0� DRAWN BY 5 O LEGAL DESCRIPTION r O r LL 4 O t t:z; n- Z PROJECT PHASE ,' o PERMIT SET — i W PROJECT NUMBER U) tr W # 1 � 18-11- ' S tI— ML s G' 2 RISERaRESTROOM SANITARY - } P3.1 NTs 3EW CONSTRUCTION �- - ui DECC .3 2013 J k 0) w '' ATLANTIC BEACH, FLORIDA E ® ATLANTIC BEACH Q+ Y 0 Z ry COUNTRY CLUB ' (D V ri t ri MCVEIGH & MANGUM RISER DIAGRAM {' 1311 O ENGINEERING - INC f N „ 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 f rn 636-6770 M CA 6330 email:mail@McV3-5200 Fax: eighMangum com � Eng.of Record: _U _-S_zadah License No.: 40287 I 6 r7 O $I U }I` These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the P3 . 1 r; PO overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of 9 P P \ these materials can result in substantial criminal and civil liability. ar CV r st° y I t Y. DO NOT MEASURE DRAWINGS NOTIi'Y ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES w„ 5 } � g 4 Iq E01� piiy f f t LO .f Mt I \ 1 SFIS kf f t Iy 3i \ �L !I s O t � F � C C) { } U_ CV 0 00 \ . 2"S � p a «r TrM � I l �i 2"S > I � a\� - LL -10 �* p LO F , ,ti �y I '"' U p t {' i co d I � �� v 2"S i k Z / a� 0-0 it kt _ � rn O p c...r / � I sI I z F t o < I E' �y q pi {, 4s r"•I CONSULTANTS STRUCTURAL MCVEIGH & MANGUM 1 ! {s i C , ENGINEERING, INC. � JACKSON133 RG VILLEER PARKWAY PH: 904.483.5200 !� I \ / \ MCVEIGH & MANGUM N I \ / ENGINEERING, INC. \ \ I /� I SR-4 FITNESS CENTER SANITARY RISER 9133 RG SKINNER PARKWAY o- q LLi > ' V / j P3.2 NTS HC 9040.4831.5 00 L 32256 > cV , ELECTRICAL N t 1 a N ; MCVEIGH & MANGUM _ / I I I \ \ ENGINEERING, INC. Y'x 2"g 9133 RG SKINNER PARKWAY R,, I \ JACKSONVILLE, FL 32256 g t ' o �g / 2 $ ? \I\� I I �c0 \ PH: 904.483.5200 LANDSCAPE ARCHITECT I \ / / I \ EUTHENICS STUDIO O > Q / \ / I 1650 BEACH AVENUE l \ \ ATLANTIC BEACH, FL 32233 = li ( \ N/ / \� v / I I PH: 904.246.6219 �s \ �� I REVISION DATE O \C I ^> > i PERMIT SET 12/13/13 p 2»S \ \ C� Z s tK r�- r X A� S GAO C6 f Z a s tiF�� ell O�ijiG,s Ccs y fiKl f k O LL OO�.c�O� 2..G W \ LL f3 f : z L \ \ C y / \ O t aI H LU ENGINEER'S SEAL W s a€Ir.:6 �y \ r � \ w [if } ` ' ,'�fi SR-3 POOL RESTROOM SANITARY RISER / �� P3.2 NTS � I tK i Q \ I Uj s \ 0 t VD \ I 16- 0 \ CADD DWG. FILE NO. \ \ d \ \ W SCALE r L ! ` WCom/ \ �C�? AS SHOWN In tK DRAWN BY � 00 LEGAL DESCRIPTION F- s U_ O a. PROJECT PHASE PERMIT SET i ttt !, �/Ji/��� ��P�O �p� PROJECT NUMBER Of Uj W 18-11- <<. 8-11- < \ J 0 G�� 1 �3 NEW CONSTRUCTION ¢ Uj � o 3 ATLANTIC BEACH, FLORIDA el. Q z o ATLANTIC BEACH SR-2 KITCHEN SANITARY RISER COUNTRY CLUB �! M cVEIGH MANGUM � N Q P3.2 NTS ENGINEERING • INC RISER DIAGRAM t tri M o {{i 2 Ur i t 9133 R.G. Skinner Parkway Ph: (904)483-5200 Fax: (904)636-6770 Jacksonville, Florida 32256 O d CA 6330 email:mail cr�McveighMangum.com 1 0 LO O Eng.ofRecord: P _Y arizadah License No.: 40287 These materials are copyrighted and protected under Section 102 of the Architecturul Works Copyright Protection Act of 1990. The copyright protections apply to the P3 . 2 r� overall form of the structures,the arrangement and composition of spaces,the mate rlols and selections,and all other elements of the design. Unauthorized use of srtd ' N these materials can result in substantial criminal and civil liability. — { r- r L •'4 a r : t y h ,` •t. k t DO NOT MEASURE DRAWINGS ' NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES x 3 A ss gY I f ft i trl4`�t� i j S t � fl k of I} E t# 4 5 L0 F � .. C\1 O 5P J' coN i \ � "DO O 00 (6 •L � O i C O \ gQ' �j LO EL 00 I t s U C O 0 04C r co Un '� � a jX 1 LL 00 / ^` Or) r !• h E. i 4 Ftix t. I �� V/ � W j U O (n L_ co O N r 7 x 45 Q rt gP F- co / N U A. co d K / ao ' L / t yti 'Gy' I NVV / � t ' z e z ! aha �p - I G U ' \ CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY I, / / I / / ' I 'c+ JACKSONVILLE, FL 32256 ,li r tz,� ', � PH: 904.483.5200 FP d MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY / o,A�Aiy JACKSONVILLE, FL 32256 U \ / 1 F� I i � PH: 904.483.5200 D / \� ELECTRICAL E � ' v,, Is �P �p LU I CX-1 MCVEIGH & MA NGCUM U I �yti swop �p� ENGINEERING, 9133 RG SKINNER PARKWAY ' a JACKSONVILLE, FL 32256 PH: 904.483.5200 Z SII I I/' � sow �'�,o LANDSCAPE ARCHITECT o — — -- - �` y�-s' EUTHENICS STUDIO U_ b I Rpm 1650 BEACH AVENUE Z ATLANTIC BEACH, FL 32233 Z .SiI I v �-9�� o I sp PH: 904.246.6219 I � 1 - W REVISION DATE t PERMIT SET 12/13/13 Q>41 �c i .& U) f Q t l r w Q tf'I co o -9 o I spm E LL Q �. Z ENGINEER'S SEAL , I Uj TIr I--• f + Z g i i t { W Uj O ry t� 0 a LU a tr. e f 4 J o w T f fff m 115, r = r ' Q CADD DWG. FILE NO. ( t pO y - r W SCALE m, AS SHOWN ai $ 0 DRAWN BY rn ''A i tkn 5 ca Yr} f; r m LEGAL DESCRIPTION ry t � O — f:, t r ( 0rWR-1� KITCHEN DOMESTIC WATER RISER o . F PROJECT PHASE a P3.3 NTS PERMIT SET r f § O i Z PROJECT NUMBER w g U) rt w , ACL � �3 NEW CONSTRUCTION I w c�@. .. fy . rn w I ATLANTIC BEACH, FLORIDA [#• Q ATLANTIC BEACH IT rn o COUNTRY CLUB 01 - Z: ry M cVEIGH & MANGUM F#' ' ENGINEERING • INC o RISER DIAGRAM M Q 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 d o Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mail@McVeighMangum.com Eng.of Record: :u _1a License No.: 40287 r _ `On U P3 . 3 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the r� overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of t . \ these materials can result in substantial criminal and civil liability. v N 4 Tfr i is [r v 5 1 k y DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES iep PRIOR '['0 CONSTRUCTION. SEE GENERAL NOTES i C- .Y kx 3 k f a t LON €t° co co N a C CLO (9 O 00 'C O I yi ..r u— M 6 N N O � d7 O ts C0 O LL O U) LL t N :tl_ dam' U) 00 Ch N N O O Cn V O n O �— Cu 0 N A P 3 j / f t 9 1 t' } Tj%o�-yo U I .p t \ CONSULTANTS s3 U t � Pit STRUCTURAL PFP \ \ MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 6 E3 kk PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. G S 9133 R SKINNER PARKWAY JACKSONVILLE, FL 32256 ofw / P \ �d 'S<y / / `' / I PH: 904.483.5200 ELECTRICAL U MCVEIGH & MANGUM ¢ ENGINEERING, INC. �'� \\ I \\� .�- – � 9133 RG SKINNER PARKWAY I � � cry \ �' /� 3 �� \ JACKSONVILLE, FL 32256 Z y� �` % ' / / I U — �' / �''r \ PH: 904.483.5200 t \ / I ULL o \ \\ �� ��; LANDSCAPE ARCHITECT W z I \ \ / �/ r�� ' \ // / '' �\b / \ �Q' Q- ' / � 1650 BEACH AVENUE ti o / y ATLANTIC BEACH, FL 32233 PH: 904.246.6219 ry / REVISION DATE / , \ i I �\� / PERMIT SET 12/13/13 1 4 14 uj a s Z \ \ �� / �• \\\ / / / // \ / U � U o , I ' vv�5� <� Z Gam/ U 7r 10, Q \\ \ ENGINEER'S SEAL IN O U i {' cW t W S G 2 F I q t W U 1 64 W 3 rJ 'tE 'iib f— C W U Z) CADD DWG. FILE NO. i $ W SCALE W AS SHOWN DRAWN BY fy tw i €yx L LEGAL DESCRIPTION s�= O `- rWRRESTROOM DOMESTIC WATER RISER O It Q -2 I ;$ � o P3.4 NTS x=,_ PROJECT PHASE z x k ,?f '* W PERMIT SET uj PROJECT NUMBER W s €�^M ry U trD 18-11- J Q NEW CONSTRUCTION ry, r r� 1 J 2013 r:J W day , :, ATLANTIC BEACH, FLORIDA Q f N } EY U { o ATLANTIC BEACH v , z L_ COUNTRY CLUB Q M cVEIGH MANGUM a o ENGINEERING - INC RISER DIAGRAM N 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 ' Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mail a McveighMangum.com o 0 Eng.of Record: F_Yarizadeh License No.: 40287 DO NOT MEASURE DRAWINGS NOTIFY ARCFIITECT OF ANY AND ALL DISCREPANCIES II PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ^ Y lx \ .,r t r U 1 F / �P <Z> pp z CD LO N N � d v \\P / ca O Ir / coU NO LL � \ co � � C O O O uco y x o +%' e �y \ I 0 O Q ipIr 3y "�e. C a ti . k / A 8 LL C f C", �� / 4tt\ Jit M �Q- / O M CA <Z> 1 \ / CL O ai I \\ \ m d N t, , Sr / \,� „ `l � \ I ✓I U I � �' CONSULTANTS J N STRUCTURAL — — — — MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY s / Q I U JACKSONVILLE, FL 32256 a PH: 904.483.5200 .. { I � MCVEIGH & MANGUM � `�� \ ENGINEERING, INC. v 6• 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 U J PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM _ _ \ � cl icy' Q. ENGINEERING, INC. U \ k �, o I ' U � y 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 o PH: 904.483.5200 k " � � I O \ \ LANDSCAPE ARCHITECT t w 0 0. v �� z 1650 BEACH AVENUE 1 EUTHENICS STUDIO ATLANTIC BEACH, FL 32233 PH: 904.246.6219 y 4 \ f REVISION DATE O PERMIT SET 12/13/13 O I f Z nj Q FITNESS CENTER DOMESTIC WATER RISER WR-3 P3.5 NTS of # s t r O ti Z tt Z tQ w i j I— t Q ` ` U ENGINEER'S SEAL i O LU U) a LU ry 1 ` ¢ O 1Y2" GAS @ 2 psi 3/4" GAS @ 2 psi o - - - - -I- - - - - - - - - - � w — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — _ I —1 I (3618 MBH) (434 MBH) I I a Co Q a l Q Q » I g LU 2 GAS @ 2 psi @ @ � @ @ 1t'fdg ` as a fi "` m (4014 MBH TOTAL @ 250 LF) Q Q Q t U) 0 ( 0 0 — [{ GR-1 2 - GAS @ 11 W.C. IFfr M. W 11 r=t 7 U 1Y2 GAS @ 2 psi CADD DWG. FILE NO. 1 GR-3 GR-2 GR-3 o - - - I- - - - - - - - - - --f�—�- - I- -I - -I- --� - -I - -I - -I - -I- -I--I , 0 (2788 MBH) (n (n cn V) to 0 to (n cn 44 nLU y SCALE F l �= NI � I VI I I � I ,� I I � I � I w= —_ ' 1 U � M ® Qm � m AS SHOWN s w t r r m Q (O U WM W � DRAWN BY r �dst� t o z if W� Q = M ( �v = M }- M } M M M }- M JM JM ZM ZM W ir+ r X'^ C'^ Z^ Q ^ C'^ D:^ of LJ^ W^ U_ �Q LEGAL DESCRIPTION �' of � Q I.L. li.. 1— li O O Go GR-3 N N 00 0000 J COst N m M 0° rn 000 000 v v " `. 0'" R' UJ w w0 l] > Z Z ; o Z Q Q PROJECT PHASE f ` IjY Q Z Q Q Q Lr m � Z 2 V) � € 0 W IJ.I 0) \/ PERMIT SET f 4 W PROJECT NUMBER # t r:: " cn 3 18-11- tl air I' J's C� f � � a s ' GAS RISER 2013 NEW CONSTRUCTION GR-1 P3.5 NTS rn x Y ATLANTIC BEACH, FLORIDA u0 Q E x ATLANTIC BEACH v Y '-5 ZO COUNTRY CLUB tP rn U MCVEIGH MANGUM RISER DIAGRAM f � f a � C) ENGINEERING • INC M t rn 9133 R.G. Skinner Parkway 0 Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 Cn CA 6330 email:mail cr McVeighMangum.com IL Eng.of Record: IF_Yarizacieh License No.: 40287 M These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the P3 . 5' PP PP Y M overall form of the structures the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of 9 P P � these materials can result in substantial criminal and civil liability. , ft avi N f 4n;,