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'r .a .,, �,, v + $. r y� 1, U,' y �' } � td .. ., -.,, �a� `cn'., try ,F •'al 'S. "f-• '� !4a . .. .. r .. .,. .. r ..: ..: a . .. It. 5 i- � '...'. ^. �+r. to r h .F4. e'".s ..4v v.,...._..,_rss..b.... .r._.,t,r �t .k r . . ...T,r.. . . r:' 6:.,, 3rr. ., •u:J a, . ,T ,:.y r +.,. v: ,f ,:, ,, � a [ '} ..}�, 7rt, p,., h Fr..,a ;� r a ra� I`:u,L HA PA K '' 1 �VA2 M JA 1 !1 0 AV` cr - --- g m - Ai Us 14110 F. � °• '� � A COPE w 1H A N -.9 _ , `emina a tseacn `r C,rRl$3lAAQIMf1 r �IsELsa ' � ppnn k MAKIN I �• ti CQUNTHY � • nt Yµ w •CIrtEARYIE �hNK A y+ I foul Av. — HU 44 1i2l Ito Al" LA TI - , ,rNn' S R si %, C_ y icy jr* 5 VI AGE A 9 1 AJA v1). CTR.oaA>�E � NOP. C•� � �; / RA• ` "� wt kills►. wwAlXu7 HALL 12 ur�ilE "o,G. - WA 3 L __ . __ -4 GREEN RCS. M EQUIPMENT / -- fi t x, I 11,ILS HABITAT Tlll",� ,He I, A °� Grp ( it 2L ti 1G,1 T -71/2.. 'I - --�- �9I PRC I ST 10 X 12 . ,AHLJ I SEATING 1*;7 . l i.I1 V- FPP'+AE; I '' Ys Tlaft-5, I - _ r . -�� ; t,, FIRE MARSHALL ;� ! VERANDA 6 /.z K I TG H(~h-1 �a fir-' ...... - _,._...._-. ----•---j 0 I wcALDITORILM SGE � __1- _ -- I ' ` � 1$ � �9 _ - _ - :Yom__-_� � - - _ _�- _ .._, �_�< -. _ • _ - - -- - - _- _ _ _. ._ __ - —- --- - I we Lao PPROVED A tt CITY OF ATLANTIC BEACH BUILDING OFFICE N U,� , ,� I MEETING ROOMS -48 1. 5,5 ,� 9g�, yF �` r , �, ��/� �� 111994 t�H.-0 f.' ply SEDATING +- , �rc) h _ CITY OF ATLANTIC BEA 11A VA I- o � j I `� � ► " 1 �Ktr-�1 F2/A a � IN pJG-2.+Ca5:1r•' ' ' •'� A- 1 A A ATLANTIC BEACH EXPERIMENTAL THEATRE ATLANTIC BEACH. FLORIDA MICHAEL DUNLAP, ARCHITECT ,1 . 4 [•fir"^P'+i ►;' l ADDITI01`� . _ Rr.. IIRF� Tree Removal Approved FOR ANY I REi.S I,I~wIOUED, ®yam- Date _. e minimum of 5 it. irro.71 the bunk of each .. ANT NOTES , 014 tree. Barricades must be installed BEFO t2 MATERIAL8: �` SIN clearing and remain in place [�uF}ng 1. MANTING 501L MIXURE:TADD SUFFICIENT PEAT OR RECYGLIED C�O6T TO NATURAL,FERTILE FRIABLE TOPSOIL � �' AII,ph.B�P�s q�EQnstructiQ�:� TYPICAL OF THE LOCALITY, TO ACHIEVE A 1:3 ORSAWIC MIX 2- PLANT BED MULCH, DINE STRAW)-ONLY , CLEAN, AND FREE OF WEEDS, STICKS, AND OTHER DEBRIS. 4" DEPTH. '��} j � CENTRAL LEADER 3. SOD, 8T. AUGU$TINE FLORATAM' TIE FRONDS VERTICALLY, REMOVE 4.GRASS SEED: GEED MIX TO BE ECVAL PARTS BY WEIGHT OF BEIWWDA, 5A441A AND QUICK GROWING TYPE. - FRUIT PODS A BERMUDA SEED SHALL BE AN EQUAL MIXTURE OF HULLED AND UNHULLED SEED. _ B. r'ETlSACOLA BAHIA SEED SHALL BE SCARIFIED SEED, HAVING A MINIMt9'i ACTIVR GERMINATION OF 44M AND REMOVE I!2 FRONDS, CLEAN-UP BULL CANOPY WITH A torAL la Ga -[1NATICN of 86%. STRAIGHT TRUNK GENESIS C. QUICK GROWING TYPE GRASS SEED SHALL BE A SPECIES WHICH WILL PROVIDE AN EARLY AROUND COYER DURING FROND BASES THE PARTICULAR 5EA$ON WHEN PLANTING 15 DONE AND WILL NOT LATER COMPETE WITH PEld'IANI-NT GRASS. T 1 .P 5. FERTILIZER, FOFi PLANT BEDS USE 13-13-5 RATIO, AND FOR LAWN AR>vA$ U5E 16-4-$ RATIO, BOTH WITH AT LEAST 25% � �Ra LJ INC• OF THE NITROGEN IN A WAFER INSOLUBLE ORCsANic Fora-I Y� UNIFORMLY CLEANED-UP BOOT SCARS . MULCH ERA,FGR SEEDED AREA8= DRY MULCH MATERIAL SHALL CON61St OF PERGOLA PEANUT, COSTAL BERMWA, 13APIA � ON TRUNK �- FOR TREES 2"� CALIBER IACLEAN, BRICaHT PINE BtRAUJ. STAKE TREE W/ 12 GA. WIRE,AND PLANNING A N N X N d ARCHITECTURE STRATEGIC - SCAPE 6 GRASS WAY OR HOSE 120° AROUND TREE WITH '1. SOIL MOISTURE, BOIL ADDG O -r-11XTURE ccN515TINF GELATINIZED, STARCH-HYDROLIZED POLYACRYLONITRILE GRAFT W 2" X 4" BRACING WIRED TO BURLAP FLAGGING � P.T. WOOD 2 X 4 STAKES U 18 A N DESIGN ENGINEERING COPOLYMER AS MANUFACTURED BY INDUSTRIAL SERViCEB, INTERNATIONAL, INC. (TERRA,BORB)DISTRIBUTED BY WRAPPED TRUNK STAKE SUFFICIENTLYAMERAN AMERICAN EXCELSIOR COMPANY, 415 NORTH SEYMCUR AVENUE, CINCINNATI, 11 JACKSONVILLE ,OH 45216, TELEPHONE, U TO GROUND � � 3 PINESTRAW MULCH 9260 c r p R g s s C R 6 6 N n R t� B s u t r l[ 200 A C K S O N Y [ LLE FLORIDA 3 2 2 5 8 (5131'C6I-'1384 DR APPROVED EQUAL. SUBMITTAL8: 4" NIGH SAUCER W/ 6" MULCH LAYER ( s o 4 ) 7 3 n - 9 3 811 FAX x 7 3 0 - 7 1 8 5 EARTHEN DISH TO HOLD WATER 1. SOD CERTIFICATE FROM 6RDUEF2 � - PLANT AT LEVEL, FINISHED GRADE 2. SOIL TEST REPORT FOR PH WITH RF:COMh'ENDATIONS FOR PH ADJUSTMENT. I � r r: SPECIFIED PLANT MIX 3. WRITTEN PLT GUARANTEEGUARANTEE .� TAMP AND WATER IN AI \ REMOVE AIRPOCKETSQ C 1 T Y Or ATLANTIC BEACH, EXISTING TOPSOIL FREE 1. PERFORM ALL WOW A5 5HCtiN N AND STRICT ACCORDBACKFILL MIX AS SPECIFIED. ACCORDANCE WITH SOUND HORTICULTURAL PRACTICE. /TAMP AND � / of L.IMEROGK AND DEBRIS PL.OR I D14 2. ADJUST 501L F14 IN ALL PLANTING BED AREA5 TO 5D-6.0 AS RECOMMENDED BY THE SOIL TEST- USE ALUMINUM WATER INTO PLACE SULFATE OR IRON SULFATE TO LOWER THE PH AND USE HYDRATED LIME OR BASIC SLAG TO RAISE THE PH. CONTRACTOR TO BE AWARE 3. PLACE 2 INCHES OF COt-1P08TED PINE BARK OR PEAT N ALL GROUND COVER BEDS AND Mlx INTO THE SOIL To A OF POSSIBLE UTILITIES IN AREA SET ROOT15ALL ON UNDISTURBED SOIL. DEPTH OF 6-8 NCHE5, MIN. 30" ROOTBALL DIAMETER 4. PLACE PLANTS ACCORDING TO PLAN AT SPACING SHOURy 5. AFTER PLANTS ARE INSTALLED, BROADCAST 2 L58. OF a-8-$FERTILIZER PER 100 SQUARE FEET OF PLANT BED TO EACH ��„� PLANTING DETAIL TREE PLANTING DET ,I I.. TREE APPLY 1 1/2 LB5, OF 8-8-8 FERTILIZER PER INCH CALIPER 6. STAKE OR GUY TREES AS 5HOWN ONLY WHEN REQUIRED TO MAINTAIN THEM IN A VERTICAL ALIC44-TIENT. NTS NTS 1, GUY MULTI-TRUNCED TREES WIWEN REQUIRED USE 2 OR 3 5UY5 SECURELY ATTACHED TO 2"X4"X30" STAKES DRIVEN L L TO GRADE. 8, APPLY 2-3 INCHES of MULCH TO ALL BEDS AND WHERE SHOWN. PLANT BED FINISH 6RADE TO BE I NCH BELOW REMOVE ALL CON51'RUCTION DE15R15 FROM PLANT BED ADJACENT PAVEMENT OR LAW1 L PROVIDE POSITIVE DRAINAGE S. ADD 801L MO18TURIZER AS FOLLOW16= ALL TREES, S OZ EACH AS PER MAN1_FAGTtIRE'8 N571PLICTION5. REMOVE ALL CONSTRUCTION PARK BED Fr-EPARATIGN AREAS: 1$ LBB. PER » 6=AP+'E FEET t0 12" DEPTH. A I 3" PINE5TRAU MULCH DEBRIS FROM PLANT BED GRA.AS/60D AREA: I LBJ200 5ARE FEET TO 2" DEPTH. VARIES QU PROVIDE POSITIVE DRAINAGE 10 ER081GN CONTROL FABRIC INSTALLATION: I145TALL EROSION CONTROL FABRIC AND/OR EROSION CONTROL 1' ULCHING PLANT AT LEVEL GRADE FABRIC IN ACCORDANCE WITH MANUFACTURER'5 SPECIFICATIONS AND N ALL REVEGETATED AREAS AS S4011N ON THE - PLANT AT LEVEL. GRADE DRALll1T•YsS. A INSTALL FABRIC AFTER PLANTING OF TREES AND BHIQUMS AND PRIOR TO PLANTING OF REVEGETATION 81`7=CIE8. II .nl".uu",h.11lllllll � I w1 ,• I I ,. �:, � � •t} • ••�y, •a \f ' y -+ti }:. - 3" PINESTRAW MULCH GR4881NG= y• ♦ _ "� SPECIFIED PLANT MIX � ROTO-TILLED INTO SOIL .• TAMP AND WATER IN 1. SOIL PREPARATION, (5ODDNG AND SEEDING) -THOROLk HLY TO REMOVE A. REMOVE STONES OVER 1 1/2' IN DIAMETER 5TI0K5, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATTER PROM .ALL LAWN AREAS. C AIR POCKETS RENOv14t I ON5 AND EXISTING TOPSOIL FREE B, ADJUST SOIL PH AS FRECOI-MENDED BY THE 501L TEST FOR GRASS 8PECI1FIED, G. ROTOTILL BOIL 4" DEEP AND THEN RAKE LAWN AREAS TO A 6MOOTH EVEN SURFACE. IN AREAS TO BE RODDED, OF LIMk r20CK AND DEBRIS -SPECIFIED PLANT MIX 5I�"� 1~'iOD I F I C►,d,`r I ON `:� `•�{ ...b>' ROTO-TILLED INTO 501E ALLOW FOR SOD THICKNESS, PROADNG A FINISH GRADE I" BELOW ADJACENT PAVEMENT. D. MOISTEN PREPARED LAWN AREAS BEFORE PLANTING IF DRY- GROUNDCOVSR P..ANT INCA DRTA I L NTS / EXISTING TOPS 2. RODDING, OIL FREE �OF LIMEROCK AND DEBRIS A LAY 800 WITHIN 36 HOURS OF STRIPPING A FASTI1 B. LAY 5OD N STRAIGHT, (NOT CURVED) PARALLEL ROW3 TO FC1;41 A 50_ID MA55 WITH 'Th5vHTLY FITTED JONT5, ` WITHOUT OVERLAP. 5TA6GER STRIPE TO OFFSET JOINTS. WORK TOPSOIL INTO MINOR CRACKS. I C. ROLL ENTIRE PODDED AREA WITH A 200 LB. ROLLER D. WATER ROD IMMEDIATELY AFTER ROLLING, THEREAFTER WATER RIFFICIENTLY TO KEEP BOIL M015T TO A DEPTH t ^ L OF 4" UNTIL E5TABLIBHED. T�111 3, aEEDNG, ATLANTIC BEACH, A APPLY FERTILIZER, INITIAL APPLICATION AT THE RATE OF 400 L55. PER ACRE. 5EC�ID APPLICATION 5ETWEEN NT5 FLOR I D.4 60 AND `30 DAYS AFTER SEEDING. B- APPLY 1 1/2- 2 LOOSE THIC1WE55 OF HAY MATERIAL UNIFORMLY OVER GRA38ING AREA. C. APPLY SFED MIX AT THE RATE OF 60 LBS. PER ACRE- D. LIGHTLY CUT MULCH MATERIAL INTO THE BOIL AND ROLL WITH 2O0 La ROLLER E-WATER SEEDED AREAS TO PROVIDE OPTIMUM GROWTH CONDITION FOR THE E5TA5LI6WMr=NT OF THE GRASS. Fn,1,,,= A/^\ ` 1 A f`�/ REMOVE VINES AND DEADWOOD CLEANUP= I. AT THE END OF EACH WORK DAY, REMOVE ALL DEBRIS RESULTING FROM THE WORK CLEAN PAVED SURFACES, AND QTY. KEY- COMMON NAME BOTANICAL NAME SIZE HEIGHT SPREAD REMARKS FROM TREE. REMOVE SUCKERS AND M15PAPENED LIMBS TO 12' BARRICAVE ALL HAZARDS. 2. RESTORE DAMAGED AREAS CAUSED BY THE it1DRIL 8 QV LIVE OAK QUERCUS VIRGINIANA 3" - 3 1/2" GAL. 13' - 15' 6'- 8' FULL, STRAIGHT NOT ! C >= o P Fz o P R r R r R G * s THESE DOCUMEN75 AND THEIR GONTENm5 ARE 'i41E SII/ (INITIAL INSPECTION AND ACCEPTANCE: I PDZ ZAHEDII DATE PALM PHOENIX DACTYLIFERA .' ZAHEDI I' - 14' CT 15' TRIMMED BOOTS, STRAIGHT ExcLl1oNp ARE PROPERTY cF r N E GEN E 5 G R O u� : c E Nor TO RIS REPRIJOtiCED,PUBLI1 SHED ORcowIEc EITHER IN UA-401-F OR IN PART WITHOUT THE 5PECIFIC WRITTEN CON-cfNT OF I THE WARRANTY SHALL BEGIN AFTER INITIAL LAND5C4PE INSPECTION AND ACCEPTANCE. 45 SP (I81) CABBAGE PALM SABAL PALMETTO CUTINNTT H E GENE 5 15 G R O u P I N C 5 12" GAL MIN, 18' GT 6' - 8' HURRICANE GUT, STRAIGHT THESE pocurlEs ARE ONLYTO BE USED ,.HOER THE t>RECTI (T-T0F GENE 515 GROUP INC,FMTI,'EPRajECT 2. IN8F'ECTION SHALL BE MADE BY THE OWNER OR O NER'8 REPRESENTATIVE WITHIN ONE WEEK OF WRITTEN NOTIFICATION FROM THE LANDSCAPE CONTRACTOR THAT INSTALLATION IS COMPLETE. PLANTS ARE ALSO SUBJECT TO 35 SP (16') CABBAGE PALM SABAL PALMETTO 12" CAL. MIN. 16' CT 6' - S' HURRICANE GUT, STRAIGHT ally $ITE: sPE N TWILL IDENTIFIED RPR JECAXD ARE Nn' ra BE usED cN rHls,otz arty oruER r�ao�EcT wlTuou* TIE 5PECIFIC 7R2ITTEN CCW6FNT Cf T N F G E N E 51 5 G R 0 u P N C INSPECTION AT ANY TIME- RS SP (14') CABBAGE PALM 5A5AL PALMETTO 12" GAL. MIN, 14' GT 61 - 8' HURRICANE GUT, STRAIGHT ERECT WOODEN OR EROSION THF N i= g I R o P N c. NET TREE BARRICADE, 42" HT, DO NOT STORE MATERIALS AROUND ENTIRE TREE - 6"+ DEBRIS, OR DISTURB SOIL I I WITHIN DRIPLINE OF TREE . FU T FORM DO NOT DISTURB GRADE 3 PA JERUSALEM THORN PARKINSONIA AGULEATA 3® GAL 01 - 10, 5 - 6 LL, REE SHEET TITLE . WITHIN DRIPLINE 2 X 4 FENCE POST, MAINTENANCIF AND WARRANTY: W/ I X 4 RAILING, AS 6POWN I. BEGIN MANTENANGE OF: LANDSCAPE Uk?f;dC IMMF--DIATELY AFTER EACH AREA 18 PLANTED AND CONTINUE FOR THE MAINTENANCE PERIOD SPECIFIED. 3 TL TREEFDRM LIGUSTRUM LIGU57RUM JAPONICA 30 GAL $_10, -1-g' TREEFORM, 6' CLR TRNK Ij 2. PLANT MAINTENANCE AND WARRANTY t ` }� A.MAINTAIN AND GUARANTEE PLANTS ITS FOR A MINIMUM F'EWOD OF 90 DAYS AFTER INITIAL ACCEPTANCE AND UNTIL , NOTF. REQ�IIQ >D 15A�IcmES cry Ta REMAN IrrraCT TW40LICa T ca+sTrxicncN J^� I�11 FINAL AccEPtANcE- 16 GS CRINUM LILY CRINUM SPECIES 15 GAL 2 3 3' - 4 FULL, 7 LEAF MIN. B. AFTER INITIAL WATERING,WATER PLANTS A$ CONDITIONS RECIUIRE TO MAINTAIN HEALTHY CROWITH. C. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION, REMOVE DEAD MATERIAL, AND TIGHTEN OR REPAIR24" 24" COMPACTA OR WHEELERS DWARF GUY$ AND STAKE$ 244 PT PITTOSPORUM PITT06PORUM TOBIRA 'W.D.' 3 GAL TREFE. 95AfRR1 I CADE DrETA 1 D. KEEP PLANT BEDDURING THE NEAT AND ATTRACTIVE DURITHE W DAY PERIOD WITH A MAXIMUM OF 3 WEEDINCs8- t E. AT THE END OF THE MAINTENANCE PERIOD REMULCH AND BED AREAS WITH LESS THAN 2-3 INCI-Ii OF MULCH D� I 121 LJ LIGUSTRUM L.IGUSTRUM JAPONICA 3 GAL 24" 24" FULL 3. LAWN MAINTENANCE AND WARRANTY A. MAINTAIN AND GUARANTEE LAWNS, FOR A MINIMUM PERIOD OF 30 DAY$ AFTER INITIAL ACCEPTANCE AND UNTIL FINAL ACCEPTANCE. B. WATER LAWN $FFICIENTLY TO MAINTAIN MOIST 501L TO A DEPTH OF 4 INCHES UNTIL FINAL ACCEPTANCE. PROTECTION FZEE�J DURING CONSTRUCt ON 18" C. Mau LALNB WHEN Bop IS FIRMLY ROOTED AND TOP Gf:ipj H EXCI=EDS 3 NUA CI-ea. REPEAT MONE TO 264 RI INDIAN HAWTHORNE RAPHIOLEPIS INDICA 3 GAL 2411 FULL I. All protected tress, preserved undcri5torq vegetation and trees retained -- MAINTAIN HEIGHT BETWEEN 2 1/2 AND 3 INC44155. For tree credit D.FERTILIZE LAWNS 3 WE>=PCS A1=TER PLANTRJCs WITH I6-4-$ AT A RATE OF b LBB. PER 000O 8G7JARE FEET- ureuant to Sec83.Db, p . shall be protected From In,Jury DR,4WN BY: CHEC D BY: 150 JP PARSONS JUNIPER JUNIPERUS SQUAMATA 'PARSONI' 3 GAL 1811 241' 3-15RANC14 MIN. during any land clearing and construction process In the following marrter. 2 A temporary barrier shall be constructed to prevent dl5turbanca or the Boll a DEP KRE REPLACEMENTS AND CONDITIONS= „ minimum of the area wtlthl� the trunk at any point of an area equal to rlfty (50, I REPLACEMENTS WILL 13E MADE DURING THE NEXT PLANTING PERIOD FOR THE eeECIE6 UNLESS THE LANDBGAPE 85,1 MH MARSH HAY SPARTINA PATENS FLAGEO' I GAL 12" 12 8 BIB MIN, p M tris drip Ilse. T barriers shall remain In place throughout construction RELEASED FOR : DATE CONTRACTOR AGREES TO AN EARLIER DATE- 11 3. The developer shall not Cauge or allow the cleaning or equipment, Storage or dleposal 184 AS ASPARAGUS FERN ASPARAGUS 5PRENGERI I GAL 10j1 ID 6 BIB MIN, of materials or waste mat6olals such as palnts, Solvents, asphalt. concrete mortar or 2. THERE WILL BE A ONE TIME REPLACEMENT POLICY. arrj drip other matBrlal that ma{y cxidP anger the health of trees or vegetation within the ARIL 10, 1�g8 drline of protected tr,.eS. 3 A F�PLACEMINT WILL BE OF THE SAME 51ZE AS THE ORIGINAL WITH NO ADDITIONAL SOIL ADDITIVES TO BE USED, 1313 EG EVERGREEN GIANT LIRIOPE MUSCARI 'E, GIANT' 1 GAL 1211 1211 (o BIB MIN. 4 The protected area shall be maintalnzd at Its original grade with no trenching or 4 AFTER INITIAL INSPECTION THE LANDSCAPE CONTRACTOR WILL NOT BE W&FNX4815LE FOR PLANT MATERIAL THAT WAS BEEN DAmAnFD BY VANDALISM, FIRE, FREMOVA-, RELOCATION OR OTHER ACTIVITIES BEYOND THE LANDSCAPE 348 LV AZTEC GRASS LIRIOPE MUSCARI 'VARIEGATA' 1 GAL 12" 12" 6 BIB MIN, cutting of any roots and there shall be no Stora e of fill or compaction of boil In no REVISIONS rsvent Shall motorized vetiicle5 or equlpmeSnt be a lowed tv park on or traverse that O0t4TRACTOR'8 CONTROL- area within the drip line or protected trees nor Shall any dirt or other materials be 90 TJ DWARF ASIATIC JASMINE TRACHEL.OSPERMUM JASMINOIDES I GAL 1211 1211 8 BIB MIN. stored within the barriers 5. TRANSPLANTED ITEMS ARE NOT GUARANTEED. 5 No att,96-iment, wires (other than protective guy wires) blgn5 or permits Shall be 6- PLANT LOSSES DUE TO ABNORMAL WEATHER CONDITION5 SUCH AS FLOODS, EXCESSIVE WIND DAMAGE, DROL15i-IT, 16 ,AE GAST IRON PLANT ASPIDISTRA ELATIOR 1 GAL 1211 121' (v-LEAF MIN. Fastened to a tree. - &EVEiRE FREEzNG OR ABNORMAL RAINS WILL IN NO WAY BE THE RE8P+ON5151LITY OF THE LANDSCAPC. E ONTRACTOIe (v All clearing and grubbing wlihln protected tree area will be don® with hand toolb only -1 Ail root systems outei B t proteeetive radius which occur in areae of propose FINAL INSPECTION AND ACCEPTANCE: Improvanent8 shell be prtjned by a qualified tree Surgeon prior to excavation. I. FINAL 11, P CTION, THE LANDSCAPE CONTRACTOR WILL C )INDUCT A FINAL INSPECTION WITH THE OWNER OR CUNER'$ 19,500 SF SOD 5TENOTAPWRUM 5EGUNDATUM I' X 2' - - FRESH, ' FL.ORATAM' R:EPirESENTATIvE AT THE END OF EACH MAINTENANCE PERIOD SPECIFIED FOR LAUN5 AND PLAIT MATERIALS- NOTIFY ST, AUGUSTINE GRASS 8 Deveio er5 Shall Post sl ne THE OWNER WITHIN 10 DAYS OF THE ANTICIPATED MEETING. p p g gcverning tree removal. The sign shall be not less than two 121 teat by two (2> Feet in size and Shall contain the following F'i•<'OJECT NUMBER 2. PLANT MATERIAL8: -- A. REPLACEO AND MATERIAL NOT IN HEALTHY CONDITION OR WHIGH FAILR TO MEET 5PECIFICATION6- PROTECTED TREES Gia 33 -O B. DECIDUOUS MATERJAL WILL BE GUARANTEED TO BREAK DORMANCY IF PLAITED IN DofQmANT 5EA8Ot�L 19 GP CABBAGE PALM 5ABAL PALMETTO VARIES RELOCATED W/ TREE SPADE AT ARCH. DIRECTION ALL TREES MAWED TO BE SAVED ARE PROTECTED B-T CITY OF ATLANTIC BEAGi4 LANG DEVELOF=)MENT GODE. AN-T PERSON SCALE = 514EET NUMBER 3. LAU.NR: A. AT THE TIME OF FINAL INS RECTION, SODDED LAWNS WILL BE ACCEPTABLE PROVIDED OF UP A HEALTHY, WELL-ROOTED, P TOO *250.00. R}[Ep TREES WILL BE SUBJECT UP TOA FINE EVEN COLORED, LAWN IB ESTABLMWED, FREE OF WEEDS, OPEN JONT5 AND BARE AREAS. UP PSR CA r AND A STOP WORK ORDER RE B. SEEDED LAWNS WILL BE ACCEPTABLE WHEN THERE IB AN EVEN STAND OF GRABS WITH NO BARE AREAS MORE THAN &' SQUARE- TOTAL BARE AREA5 SHALL NOT EXCEED IX OF THE SEEDED AREA I /( V q � 6 � � I V � � � � 9 Standards r!Sr prpteGtion or tress on dlbturbed sites are contained In ihe�ubllCatlon Tree protection Manual rear Bullders and Devalopera, publlshed by this lorida G'epartm,5nt of Agriculture and Ganaumer 5ervicEs, Println Date February 1006and LM avallabie through the FIS G{ I � g >rida Department of Agriculture, Division of Forestry. L A NORTH OF 14 I. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF ANY SITE WORK. 2. PRIOR TO DEMOLITION AND CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE PROPER TREE PROTEICTION AND EROSION CONTROL BARRIERS ON APPLIC;ABLE AREAS ON THE PROJECT SITE. GENESIS 6, 3. THE CONTRACTOR SHALL SAW-CUT ALL PAVEMENTG O�p' 4C P AND SIIDEWALK EDGES TO THE LIMITS SHOWN FOR -� THE RIsMOVAL OF EXISTING PAVEMENT AND SIDEWALKS. STRATEGIC LANDSCAPE DATE PALM � PLANNING � ARCHITECTURE • � � 4• THE CONTRACTOR SHALL PROVIDE MAINTENANCE OF URBAN DESIGN ENGINEERING AND F4ROV DEB SAFE PASSAGE FOR BO H HICLES THROLkCxNOUT THE ENTIRE CONBTRUGTIDN PERIOD. 9zsso CTP1; 633 GREEN DQIYB - 9UIT6 2D0 Flp RELOCATE AREA TO BE EXCAVATED AND JACKSONVILLE904730 - 93FLORIDA 32258 BAGI -ILLED W/ LIMERDGK AND ASPHALT ( 9 0 4 ) 7 3 D - 9 3 8 0 FAX 7 3 0 - 7 1 8 5 18„ 5. ANY MATERIALS REMOVED, IF NOT DESIGNATED TO r •Cp, REMOVE WOOD FENCE c_F, c ' BE REIUSED, SHALL PROPERLY DISPOSED OF OFF-SITE • BY THIE CONTRACTOR. ANY MATERIAL WHICH THE Tp REMAIN CONTRACTOR WISHES TO REUSE SHALL BE APPROVED + 14. 0 Ib" CITY D� a Gp PP ARCHITECT PR OR TO REU51W-zTO 05E D A ERIALS. ATLANTIC 55ACH BENC"� 6. THE C4�NTRACTDR SHALL TEST THE Ex15TING VEHICULAR EICNTW .n cP I2'" BASE MATERIAL TO DETERMINE IF MATERIAL IS SUFFICIENTFLQRI�� PLAYGRCUO AREA GP RELOCATE �g cJ"TREE TO MEIET PROJECT SPECIFICATIONS. REMOVE ALL EQUIP ENT AND ' FOOTINGS, STORE EQUIPMENT -1,o SIGN 0 TO $ALvAl�ED ON $ITE- pOSr I . UTILITIIES OTHER THAN THOSE DEPICTED ON THE Vic. x 1 5T 1NG (1 PLAN% MAY EXIST WITHIN THE AREA OF CONSTRUCTION. PAI�1cING CONTIr2AGTOR SHALL VERIFY ALL ACTUAL. FIELD TENN 15 �n ASPHALT POLE � COURT 5C� � To �rtAN ---�� LOCATIONS PRIOR r0 CONSTRUCTION. PARKfNG BAaKETBALL o 8. PROJEECT DESIGNED BASED ON SURVEY INFORMATION NVQ Rt - PROVIDED BY H.A. DURDEN AND ASSOGIATES. DATEC:) APRIL, 1988. L L Imm REMOVE CONCRETE WALK, ASPHALT RELOCATE AND LIMER.00K IN FUTURE NON-PARKING 1 PALM 9. GONTFl;P_ACTOR TO NOTIFY "SUNSHINE SLATE" ONE-CALL AREAS LEAVE BUB-BASE MATERIA1. TO }LIMEN IN FUTURE PARALLEL PARKING SPACES �� RE JGLIT ABP4dALALONG EDGET REMOVE WHEEL STGF'$ ASPHALT Area LIMERDCK OF FL�CjRIDA, INC. AT I-800-d32-4-10, 48 HOURS Hr uaoaD 14„ r�rlMEMORiAL IN HATCHED AREA$ AND BACKFILL WITH TOPSAIL ___ - PRION TO START OFCONSTRUCTION. -- PIGLET FENCE + GP -------- C7 REMOVE • Im" 10. ALL AREAS, DRIVEWAYS, STREETS, STRUCTURES, PLANTS, 15" GP RELOCATE •GP AREA TO BE EXCAVATED AN15 ETC. C�15TURBED OR DAMAGED DURING THE COURSE OF PALM PAI�?CI1lG WATER �IL��p pKj K�A SALT CONS'TR.ICTION SHALL BE RESTORED BY THE CONTRACTOR 31CZN o O ALVE TO THEE ORIGINAL CONDITION OR BETTER +� + 0 RELOCATE / SEWER PALMS-- - Il_ GONTfp-ACTOR TO COORDINATE ALL WORK WITHIN CLEAN &" RIGHT'S-OF -WAY WITH CITY OF ATLANTIC BEACH AND a. REMOVE EXIBTING VEGETA',TION +\ + OUT �. - • ,g AT DIRECTION OF ARICHITE(GT + IRRIG L1 UTILIT'Y COMPANIES IN ORDER TO PREVENT DA MAGE .'ABLE + 1a" a w VALVE •Im TO UTILITIES AND ADJUSTMENTS TO SAME. . ,,. •GP. * • • •• • ABANDON CP AK Y REMOVING - 6 SMALL MAIL 12. UNLE%S NOTED, ALL SITE FURNITURE AND APPERTUNANGES ��NO Y�T I oN �N® CLEAN-UP EXISTING O B __ Ib" INTERIOR LIMBS AND DEADWOOD LIVEOAKLIVE •To REMA CP'S BOX RELOCATE, SHALIL BE REMOVED FROM THE SITE AND DISPOSED PAf`dCING �I I � MoDIrI`/�+1 I IONV AT DIRECTION OF ARCWITECT. TO FT� { ._- OAK 51CsN ICS. PROFDERLY. VALVE REMOVE \ ID' rn ,DARDON GP O 13. ALL h1EMORIAL MARKERS AND PLAQUES SHALL BE OUTLET RELOCATE _ �� STORED IN A SECURE SPACE UNTIL FINAL INSTALLATION o • " RELOCATE PAr�1CING 14, THE L_AW3E COQUINA STONE MEMORIAL AND COQUINA ~� CLEAN-UPxISTING OAK By RlrMoVING SIGN ` (C� MASGjNRY. MEMORIAL TABLET SHALL BE RELOCATED INTERIOR LIQ AND DEADWOOD REMOVE AT DIRECTION, OF ARCHITECT. INTACT AND UNDAMAGED, CONTRACTOR SHALL. PROVIDE Im" IRRIG ASPHALT PROTECTIVE COVER AND ADEQUATE BRC AING AND GF' SAL VE PARKING SHORING DURING RELOCATION_ O MH RELOCATE PALMA To 0E RELOCATEDEl 12" �� 15. MEMORIAL PLAQUES AND LOCATIONS IDENTIFIED a'-O AT DIRECTION OF ARCHITECT Al3ANDGN • GP ' 131, AT =3 / L-5 FOR NEW LOCATIONS TASPHALT RE AIN :F 14 • GP 10.1 CP _. • GP 7.f' 18" vC - GG r ROc r2 ct ce a DATE PA4LIl EXCL_&,/F `-SEPT` �-H F G E N E 5 G R " ',i': 0 CP 5H ` "E5E DOG�EN'5 AND 'uE R Ccx*,TEN-S ARF 'µ41F ]� ra IQE►IAUN a ` /V MEMORIAL R !C A� O 14' a1�D nr�E vo' "O sE REQ' rJnuR' r- SHED .� �r."v E�'-+ER N ufF+OLE OR N PA�2' JJI"�+c '•' THE 5F_•c'-'F G AND PLAQUE(I„ `O �� GP `NE51E DCC'J EN`S 4RE CNS` 'C 5E _15EC7 ,Nl_ Lw-t 'HE O REMOVE S�I�dJBS AND ,.F2''TcN CGrySENT Cf � E G E ".E 5 � G R C ' ti G { [)WATER p RELOCATE ROCK to y r[q,V�o 4 T.V. RFCr'.GN GF' •+E G c ti E 5 5 G R U a V G.;:CR'•f 'w�JEC �{ ✓AL'/E PLAXA, SEE L-5 /R BOX ar�D S;TE sPEu4 r,416 OR, ANTiFFD HEREw AN: No 1 1 g l / 7 �1 998 DE �NE Cy +E M E 8,' SY F�F2�RO.)E p IO TI•E SPEC RG 9.RI7EN c lEwr GF'H E G F ti F GP 4C,y [ 41 12" REMOVE PLAQUE$ O t O FRiGM BtENC.H $EAT$ 9" ABANDON WATER To AIR SN C/r�bG GP• A7%V RELOCATE TO MEMORIAL PLAZA 5EE L-5 T - GP HEAT PUMP OUTLET. REMOVE � , 5N ,y SHEET TITLE -RELOCATE • LINE AND S �EAL OFROM q[[ O POTABLE WATER gY$TEM 14' / 8.. G P L_ ' GP • REMOVE, TO BF' E RELOCATED IN ROP05ED RELOCATE PLAZA CENTER FOUNTAIN, SEE 19 / L-1 lfd" • a Irl' iO„ • GP O • RELOCATE •p CM OA/G PLAN Rl~MOVE SHRUB BED • FLAG o P 12" POLE ,REMOVE IO" ,�„ ��~ RELOCATE m— • LIGHT U GP I�" � GP .-LOLL Tu RELOCATE r • • a -. _ •P 51 0 121, REMOVE PLANT MATERIAL PLAQUE "SRELpGATE o •C 4" RELOCATE MEMORIALO TRIPLE + FIRE To PLAZA, &EE L-5 26" 9",II",12" HYDRANT •=�-R1~LOCATE GP TO REMAIN �.rr� DRal1.1N BY: CHECKED B REMOVE PLANT MATERIAL, GP TO REMAIN "~ DEP KRE RELOCATE MEMORIAL© • �- � TO PLAZA, SEE L-5 TO REMAIN — 31, POWB ER POLE TELEPHONE Ox JUMP. REMOVE CONCRETE SIDEWALK BELE SED FOR D T �F'> MORS a APRIL 10, 1998 3 5� REVISIONS LIGHT POLE GUY IUIRES RELOCATE _ GOORDINATTE GROUND BASE PHONE UTILITY BOX WITH PHONE UTILITY ' �f MH �~ PROJECT NUME3ER 3351-001 5C,4LE SHEET NUMBER 11) = 20' L NORTH OP 14 � Y Lfl"fa UP ANI] THIN EXISTRYs PITTOSPO}QiJM NOTES; IN �:APa 9HRliALLOW FOR VEHICLE SIGHTLfNEB I. REMOVE DEAD AND BROKEN FI�iDNDpv AND FRUIT BRACTS FILL WITH LIGl18TTdl••1 PER ARCHITECTS pIRECTION I FIF_W�E AS NECE88ARY TO CNEATE CONTIFROM ALL PALMS. NUOUS uEDGE LfNE I 2. RLY PRlJN1= ALL EXISTING PLANT MATERIAL AT GENESIS I ARCHITECTS DIRECTION 3. CORTORONSIBLE FOR ALL MAINTENANCE BE=0f� �RO U � INC. FINALw ^ - + --- -- - - ` I-3P^16' µT, 1 4. REMOVE INTERIOR AND DEAD Lfl-f AND PRUNE ALL LIVE STRATEGIC • LANDSCAPE I I w .. -•f o/ ATARG 1T~CT$ DIRECTION. PLANNING - ARCHITECTURE - 29-PT UIBAN DESIGN • ENGINEERING I_QV 30D 9260 CYPRESS GREEN DRIVE - SUITE 200 r� JACKSONVILLE , FLORIDA 32258 CP 18' ( 904 ) 730 - 9380 FAX 730 - 7185 "1-PT r 50D SOD GP 500 4 10' } - \ 29-LJ P �' } --- 1 ATLANTIC 5EZH 22-RI EXISTING 2-8P-14' WT. A -bS-Mu TENNIS Iz--PT 6-8P-18' uT. 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M.i . p tilr4iti., I '--- \ `-?•� i F�. }i 11 ,i.{' ri� =� f1.�x; !� 1'• "r - -- E L E V A ilUr1 IgErJI•IF ICA FIOrJ j ! y � } Y•,y1�' ► ,{ �, lr;� ��f )RAKING SHEET ON WHICH E EVA FION r 5 rF.� r v L S E S L F L .> F{�f l/() r'�IJ r, F3 A U a s p 5 r}'t t ) 1 ! ,� 1.':� rx•{ r� � �' s a l r. ..t i� 1 � 1 n f I O R / ', f jr', ' ,, I ,31 i I c 0 1 � TAI I iil ' I x ` ! �.., S UE LED STUCCO/1'RECAS r '* ri - - - � I }, ,11/ I ��####r 'f r t ri, 9r. r' :.+, S 1TTT�4L• wrV t' `r ;YS /`(��'qq '�' , }} � f ..� .y ;�Z + ;J � � ,�� i�,,, � ,� •)11 � IN rER10R L-LEVA r10ki »- NOOD 1.1LOCKIrIG �- � A -~-� ELEVATION IDENTIFICATION 7 � F 2+I I,�'`.tr S 9 � r. t � �;�r+, r.p�i` .14�� •% 1 a -��--DRA'WING SHEET ON WHICH ELEVATION C IS DETAILED �I__ 1 •4 I t 4 r { +!I ) �l' I 4�Y '1 FF 1. I , : 1 .R y• a, I I ,( P �f •� 'I �. ,; y � 4{•Yrr If .'lr r l I ;;��(a h'+.}dt� 1.�,r+"J{�' �i.S�r��' Ir y J�I �� i j F_ 1 L11r1 i a. 1 1 ( � ':� I 1 �;HI , ,�� : tY )t,r{1 r t'' 'r'4 N,.•�• �' J1.1 I RIGID I N A r I N , D J U L O I �•!_��C 1C�,C�� .� •3 �•• 't Ii,� �• t��, ?r�,F ,fl; f�I I If�1�t, r ••� �: an: ,j' 1 r �", '�! � 'r`T I 1 DETAIL ,1 �, � ly�.l j f, a •� �• , 5 r 1� } r i ,1 f "Y" .. DETAIL IDENTIFICATION (?��, r q " • �_ L!_.�.1 F I rll`�f I II OOU i f r ;t'f I � rr. I " g �1,' r Yt', 4 G, 4 I '7.J!E�l�TE']S � -•, N Y � 'I..,w.► DHAWING SHEET DENO TES AREA BEING --- j • � DET AI LED � � y VY 1 r J 1��;:, ,, `� ��L �r!►"„��,{t#, !+�� Ja° , ` �, �, �, I � I f 11 i: ,^. I I -• � t '� t / rE'' '� • r r t r y i I 1 11 f fIE1rIF'hE0 [I(; , Uhl f .( f;1 j .t tt .Q-a�1`} i; , J�j. J��,r�+�,� � A�'y✓4' I�� .1�✓.$�( 'r� h - - -' ----- '•---- '�5.1, r r'S. r '�'' S '..,r.� 4r ,f t,,?1�{llr P i n • ,•. 1 � •� l r, �. � �(7 ;��!.��,,•x AI �v rs s, ?fi�'� ,•; (��.s,, rk ..�• .+ r r I , I [ r,. � ' i ! + �.� pp r, . r' �`Y� Y r�,l�t'}��+< lx �� y �F{�1'_- 'y�• , A . a• e ',N 'Yr r,�/,« ( � !i'r I I�rr.�� ?tit ' i '4/ • r t if,. ' 'i '.4•'v i f rC. 0 � ,� f 1�•• �1 F�I�.y��r� ��'I��I+A� � �rt M;ll �� ;r� , 'F 11�'I IrH{y � J. 1 I .� A.. jj, ! ,�F� � .t, {� ''I•,1 a Sr(yfr �rjJ��r1��7(,tt,r�},^{ht156Si^ l{t(ftf�li. ��ft ,:1 ' ; ti+f��t)';}'�.5r,� `, �. I {n' � h i. ! IA.. S //1 It:'e#+t( „Lr a'dl_ ,� T.a{ .!'.. !t'.f' fr a r ',iR,i.`., x' µ�• I .r� ��'� J�� .�i:C i ' I ©l��Q� f7� rsa,� ?t ter wr;, I•,. �. ... 1 General Notes A. The Cori-tractor shall be responsible -for verification of allexisting conditions and dimensions, If any conflicts between actualconciifions and -the drawings are found, the contractor shall notify -the architec-l- immediately before , proceeding with -the work. The general contractor o)r- his/her subs stall +� protect all existing site elements -from damage due to alteration and construction operations and repair or replace elements damage before completion of construction, B. Patch all finishes where dis f'r-ibuted by -the work an(d where unfinished surfaces ' F ', T have been exposed by demolition, f , f C. See mechanical, plumbing, -fire pro1 . 1 Y O Ftection, and electrical drawings -to A 1 L ANY I C B E A C H determine quantities of diffusers, grilles, light -fix tubes, sprinkler heads, etc. 800 Sem .inoie Road D. -rhe location of ceiling mounted di-f-fusers, grilles, sprinkler heads, fix fares, ; A t I a n t i c Beach FL 3 2. 3 3 etc. not shown on the orchitectur-al reflective ceilinlg plan must be verified with the design professional prior -to installation. E, Plug all holes and unused or abandoned pipes under -ff loor- slabs with non-shrinking grout. Finish flush with i i A 1 C H A N See mechanical, plumbing, fire protection and A R C H I 1 E C i electrical drawings -for removalof existing pipes and conduits. j1 3 1 0 C o u n t r y C I u b Lane f ; Atlantic Beach , JL . 32233 F. Pipe and column furring shall be held as close -to thce piping and/or columns as ! A R ! 7 7 0.9 possible, unless otherwise noted. ( I G. All new openings throe h existing floor slabs shall be saw cut or core drilled. Such openings shallbe located to minimize the size r equirements for chase. � C H RI-S 1 0 PH E R_..__.K.__..A_-. ` j Except where specifically noted, no nevw -floor oper-lirigs shall pene-fr-ate the CONSULTING ENGINEER structural portions of beams or ribs. The contractojr shall locate all -floor 10 0 O 5c e o l a A v e n u e- openings in the -field and review proposed locations with the design J a x Beach , FL 3 Z 2 5 0 professional for compliance with -the above before cutting or drilling. Do not I P a s o r Cut StruCtural members without specific wri 1-teri directions from -the design professional. _,. _.�...._._..... --, H. Paint all exposed new and existing piping, conduit , ele(c-Ir-1cal panels, access BLUE HERON panels, uni-strut, etc. to match wall finish. C 0 N S U . L i t N. G I N C i . 362 Osceola Avenue I . All contractors (general and sub) will coordinate their work prior, to ins-talla fion J a x Beach F.L 322'50 . of any ite(TIS above -the designated ceiling planes anid par- tition. Any P E J 6 1 z o modification to the partitions, ceilings (gyp, bd. dr-op;s, millwork, e•tC.) due to lack Of coordination will be that contractor's respornsibility, J, Extend scheduled floor- -finish and base into open sf,7ac;es under counters. HAOOAO ENGINEERING , INC , K. Patch -floor fill where par- ti-tions 1--)avc, been removed and where 'floor-- -f ill or 2 9 5 5 H a r Hey fi a a d finishes have been r-erTlOved. finish to an acceptable level for-- new finish Jac K s o n v i l l e , . F L 3.2 2 5 1 material. P E 3 1 9 8 7 L. Patch floors, bases and walls to provide Cl sound even subs I-rute For application of scheduled -finishes. t-evelall -floors to IA811 ir, 10 ff. I M. Provide dog-leg offset in par •ti tions where Intersections with existing i equipment, ductwork, pipes, etc, occur to permit Con-t inuous par ti t ions ! t consfruc•t-lon to structure above. ► I N, Where not indicated, provide blocking in walls, soffit s, and ceiling receiving, { i signage, coat hooks, storage racks, marker boards, arr-id other mounted item~; f according -to manufaci user 's recornmendut-ions. j 1 0, Equipment or furniture shown Is owner fur-nishod and owner- installed. I - -/ - I P. Contractor will level all -floors including un finished ar ecis f schedule and • t -future finishes in all areas. Con tI`-_CIG tOr failc_rrc; to field- veri-f y exi is condi-t ions will not relieve there -From the responsibility. r 0. All new exterior wall assemblies stall have an R-value of R-13. r 1 R. All new roof assemblies shall have an R•-value of R- 30. - - -- -- I S. The extent of the work shown on the plaris and de-fcfils reflects the best- Judgement est Judgement of the architect. The contractor shall familiarize himself with 4-he existing conditions and advise the architect in wr-Iting o-f any situation that ? would not allow him/tier -to proceed on the basis of these documen-I' s. T. All dissimilar metals shall be e f-fect-ively isolated from each other by gaskets or coatings or both to avoid galvanic corrosion action. I U, Where -the fire rating of walls are noted on the drawings, the fire rating stall ;------- _. apply -to the entire perimeter enclosure of the rourn or- space for the full length and heightg NO. REVISION/ISSUE' DA.T. ..,.._ of ureas being separa feel, extendiin to the underside of tt7e root deck. V. All joints of any element of construction which are required -to have a -fire- resistance rating shall be installed per munufactur-er- 's published •tested assemblies, shall be -tight and shall prevent -f he passage of smoke and flame. W. Unless noted otherwise, all fas t erlers and -Fastening devices are t o be c o N s T R u c T i o N concealed in all finished spaces. I X. Any utility shut-offs as required by the contractor for completion of -the work D o C U M E N T S such as electrical, water, etc, must be scheduled with the owner 72 hours prior to commencing the work 1 Y. Any piping, ducts, conduits. etc. -that penetrate fire-rated walls shall be installed in a manner that will preserve the tire-rated integrity of the -floor or wall. Fire stop ratings of walls where penetrations occur. Provide fire dampers in ducts penetrating fire-rated walls to meet -the applicable building KAY Pia" Codes. I Z. All dimensions shall be -field verified before proceeding with the work. Notify the. architect in writing of any discrepancies. 1 GENERAL NOTES ,REvIEwEf) BY: DRAWN 8r � SCALE DALE i A01 0: I i i I j q* Ocear� v _.« .. 1. 'd,, I_, �l `.!,, F �t 1. \ +,. 'S 1 ' 'r• r _.�.�-.. ---.,�.- __-.__�-.v.-.-..-._. __ .._,..�w.___._...-...� ._ _- --- _ , I . \\ , �,'F. {'� ,. , D '',r R • . 1`',t ' •} t ..�, •,�+ N' �,,r�, .�' .. I• \ ' T__._ --T -_..,-.-_.__.r,-- -.-_,__._ {^ ' t It +Y e I r it K .T,;: ` w , e �x._ a .,1' ! t ; !' 2 `X 8 PRESSURE TRl;ATED , I , iii 5,. - r• /_. \, , r t / CAP CUT RADIUS FROM I ., , y ' / WIDER STOCK l� i I. 1 1 , t , it a ,+ k r;,. COO ,.R, 1 ,J. -i, ,/ I.r E I ,. l .k �ti tib,.t" , 4 r ' FULL r X 5 PRESSURE \/ Q. �: ' x" Tft�ATED DECKING �' 1� t �j .11r�'�r'll y� � 1�' .,� , 41I'1 E.,1� �- �I + r* `\1� 'I +p� r '. Y, 0 1 `�VVV.I , (n t + t I ,, a' to � Irl , . 1. I , ;, 1.t a 2'' 4 PRESSURE • . „h1. 't , s {. � ,TREATED BLOCKING •\ i' tai r ,, r . \ 5,k ,'s f i :r I CUT,,F.ROM -WIDER STOCK / 7 { �b }, �' r`. ' �, ;x +.r' 1 ' .5 1. I. r 1`+. i i' ` i. "T ' t` ` \` •4 X 4 PRESSURE I, I .1pit' r 3f, ; l ' TREATED POST 1 � � �, /',',I";-, ,I . I 11 .I I I� - � )) T ;��". I ; e� ;A` I +I I i - l n yt I CITr of t J ,y , � I ` I A T L A N T I C 8 E A C N .. I ;, rpt, r °� a' ? 't Fso i ; 800 Selninale Rood , v V 2 .;°'� / N d AtI nti L 32 3:3 DETA�L ., ,� a c Deach , F 2 �'V' I. BACKFLOW PRE;VENTER SHALL COMLPY AND BE INSTALLED ' �" , r t ' i IN ACCORDANCE WITH THE CITY OF ATLANTIC BEACH affr- MI iEC r a , a f ?. . i / d _-L I 1.. 1� - / J y :+ , ;2. ALL PIPING SHALL MATCH EXISTING T A T CNA N •r ,` - _ - ` ARCNI IECT I' 4S 'T \ ' , d K"-jam,:\ 9� ' of ;3, UNPROTECTED CONNECTIONS ARE PROHIBITED BETWEEN ' 1. {I\ , „ . = �. ' - ,;I 4. BACKFLOW PREVENTER AND METER i ! 3 1 0 C o u o t r y C I u b L a n e r, .,( --1� l , ,/!,yl,,; , ' .' �f i 1 \aG p 40 �. I } a t l a n t i c 8 e a c h I F L 3.2 2 3 3 r �r � . . / 4� /N,\ _� !• / ��r �,�)� i � ) �ssjF �A. USE ADJUSTABLE PIPE STANDS WHERE REQUIRED A R 13 r 0 9 I a. O ! f r f✓ , ---- - G ^ 5. + t o 1 !_1�,., , \ . ( i 4 c ASSEMBLY TU BE INSTALLED A MINIMUM OF 12" TU A MAXIMUM F u '� r u r t. n OF 30" OVER FINAL FINISH GRApEAS MEASURED TO THE LOWEST -1 C A 11 , '`� �' \ i' \;• `• "� POINT OF THE RP ASSEMBLY AND NO CLOSER THAN Iz" TO ANY �. ` , + `1 \ /� �.\ J' FIXED APPURE� C A; JrAN E CHRISiOPNER KA1NE j _t'tI ' �I \ CONSUIiING ENGINEER I :� \ \s �, ` E6. BA( KFLOW UNIT REQUIRES CERTIFICATION Q Q Q Q S C e 0 1 a A U e n U e I tlk, \ \ , ) 77, REMOVAL OF ALL SHRUBS SHALL BE COORDINATED WITH THE CITY J G x '8 e a c h , F L 3 2 2 5.Q x, -i '\ �, \\ • lI _ OF ATLANTIC BEACH FOR RELOCATION. I I a a o z f S 6 p"ll 1. . ,,,,,, , - , , I � \ " /11V , �.I, /-j/ 10 _J l , A t�yI..l ',. '1.., \ 1\�"I', •�\ /� •. �`\ � ,� - �`j'11 .[ ) j/./ �/ J (• l ._.-_ _ 1 1. , - ' '.. F f V .� i BIDE HERON + ? � �`.� '',t1�1' { � �` K\\ All /l "I% f' ' �`''` - V ' CONSUL TING INC , `_ , t f ` `� _ J`` `�. �'1.. - .I\ '` 362 Osceola Avenu 11 }A ;: 1� \ \`\\ - . ' Jax . Death F e !. t . �� L 3225Q '.£ a \ \a \ / _..�, I P E 7 6 17 Q \ \ �-_-�- \l \ '',^ -�-� i NEW ''CONCREiE SIDE Al_K I r � t r 1 e , ' �,, ` . ` ti nTCH ADJACENT r GrzAU • , , ' ELOC E_t) C � NAoQAo tf 1 5.' \ . \ COP{UENSING UN11 I h1. - / WU00 SCREEN w /_ I ,• ;t I E N G I N E E R I N G I N C t {' � \ ! WALL E_._ \ti �a_e I I- i E, , ,i •� o I i `55 Har fIe Road I 2 ( s I z9 y ` t , ,I 14,; S; 3 1.a I 1 �,.--- ��-�` *l , I Q .. �' w G, /' , ..1' ` O I I OJ QQ Jack s o nP vE I 13 e 9 F7 l 3 2 2 5 1 I:.�xj. 1. I ,. I . -i I s�o8 so.� I 1 !, 11 , `\ �� -...I -PIRECT OFFICE/ �-- E ,,-" ,r l I \ \ 1 I C"ICE ukulih TOILET ac I I I •,r. .. \ . - I AI ,:' 8. �, .1 _ ", I." , I - . . I \ . " . 11 ". I I I _..�... I.; ,.jr-�-4, � , ,� . , .dl . .- � I',- .t . (11 I - " -� 6 r' _ .� Iii ., I 1 I ! ' , I I [t y-7, r 1 ; {, :it 1. r(�' 1 . I `1 I I ' ! 4 i .4_� _ _ 9' .,if � .: - I.1t, �^ ' / "f \\ -I , , carrv},iv TOILET Ir' .ii,fi_ .. , .,_1. !� 11 I . I ` [� 1 . `''� r o,aeea,NG i . ! -1 i 17 (.Ir Ic,ic GoLLER7 } I 1 Li 5 �► r. ,- 1 1 a,° I . I I , 1y- /Fg, I V'�' ,.1�1. ,. 1 47 "'j 111 �rDILEi ..._. ._. ' � /� � I k ti ry , i 1 / 1 ( , SEE I/nIUC' �� ` - -•. 1 ., `r:.,',� `�y: � I i i I w , . \ 1 f r' I; j ' FOR NO rE5 SIM. J i f �' ;`.; I I t. I e ti+ 1 --a �] - I l , COPIN , T I I • ' n �, 'ro -f r t y A I I _.. _.. ---- - - - - . 1. IF i to ?..I . I �: --� _ i ' '// J 14 F S`I`, vEre.ertoa a lT . -� '� '\ • ' i _. ...______ .,.I IW9WM0Itl1 -L71111I117ll C .� � ...- __ ___ -..... ._.. � ___--. .._. ...-f... __ #4 t .I 10, I I. ,, , , ' , CIt L!� I f CQ t {• .4 A ,< % I'r ! -- - .--•..-------- --- - ;I.Ti J 5 . , Ffi h a!, �, I 11 f F ,p tie 1 ' RET. ATEU t.. ' 't� - - � I - r U � .11 _ -'-- -.-._ . .. ----- -._..__.___.T._______._,.._._ ,i. .j"i0 �x t l r . � 9 p�' ti. . � i .: • . .l . .. . .,.--- --_.. -.1-4_1- -.----- �, 11 I r E 16 U" t "l- 1y- , Q i i `1. I r �^ �$ RELOCATED 4" BULLY l .� - NO, ! REVISION/ISSUE DATE (� • .. __.._l.._________..---J . f4 r r , 'f.3 ,•� II. ;% � LEGEND (I TEMS SHOWN IN BOLD) I T ,T '{T � ,. + $ -0 3'-O' _ O Up BACKFLOW PREVENTER TO BE RELOCATED I ''I 1. _` coNSTRuGTI oN r A i', ✓ � I di �Gy �'` aC AIR CONDI TIONER CONDENSING UNIT TO BE RELOCATED k .rw ' , F i r lv `.t ,. ` r V ":" *J. ,11,14_40, DOCUMENTS 11, 4 $y I: , ,"•j I !,'. , - // \•' CAA I I ` ` ;lt -a ' F : ,p • CP TREE TO BE RELOCATED I , �� ,•{ ,t i. .... ' Holly ,, I [ i (w r r h• " I k �� - t , ;I - �, III, ; ,r , ! - ,tt �!q r ,,,' ., 1. • I ,':I , A� ` '`' BRICK PAVER PATTERN N PRDTLAND CEMENT GROUT ❑ CP TOTAL OF PALM (CP) IN NEW LOC,ATIUN I t, ' ('u ;rt :, . 4.,,. TOTAL OF 6 TO BE RELOCATED �,r I KEY PLAN ! a a' r I"i , ( I-- I tt .'•. SET- PAVERS ON RAOIAI, PATTERN WITH GROUT JOINT �It,� , :,,I ® NEW CONCRE T. WAI. K + rr I P +`t SIZE INCREA5ING FROM 'INSIDE TO OUTSIDE I !vr� IM. 3{, ." '}� }}, �,°++ , v '' MITER CIJT PAVERS .'AT CORNERS I ___._ --- _-------------_ _._-I_.__ J % . . I � - p , N . . ". ,. I ;r , , i; \ 41 . 1. , - - 1 I #6e I. ,, , _ Z71 i -l ! iI , " .1is C i� ;�I-2 *�1 f " Nt," JOINTS IN CONCRETE`SIDEWALK SHALL BE I/z" AND ��JJEXISTING F'ORTIDN OF BUILDING TU REMAIN. 1-*t }• 4 �, �� BILLED yyyyITB SEALANT, � ' :\ -` 1 CLe � MODIFY A5 NOTED. 1 , � 1. LA ` #; r. 5AiKE{'GROUT. JOINT ,OF EXPOSED EDGES OF PAVERS /:-,--. --,.L __ - _� IIf V _ .,..__,, ° „ .,. � ,3, t t . I1 � ' COgRDINATE WITH Af�1,HITECT FOR' EXACT LAYD I i II-r I,II i I1.T-S. I Ir U2 g,' h. . ' y r: �.' }` A 5' OF''SIDWALK LEADING ITD STREET , . , ,� YIr�t�,, `� �_ - I I IREVIEriEU BY 1 RANN E)Y i *SCALE E AT U I' X I,,A .t,,,}� ', ? !a' II_. _._,__.L__, l Yt I._._ _ ------ , �� Y, ' rl J lA / I ' c r �'�lt�a � �,. . 1 +' 1; t D ETJA I L rt` i I , i E < , } r 9 1.'1',{+ +''*�'� i�., I' •'' 1 A r }'.: _ °, 4�g r,�r 1 r51y�' ' `,.'�,��'1 1 • I \ I I I 1 1 4 �> +� O I . . .. , . � D 47,I��v+.�. !• - ;( lie "L ' , '`` 'T rl+c2.'rt ,+'I 15}'- �E r S.k�,�'t� G' .. j r Aloo " �'y },` r � �'. I I % ! .y Z ., I" It ;, _ )`.� a 7 ,Kk;, I• I . . I I % '. igrI,-[ ;+}t(�y, •,. .}•+ 7 ! �, !,_, ;,� I -11 .' 1 `.'f. +q4t': %,/ f't' � y .. }p:.r.to, i ,.. . . �\ . . , , . � . ., , � q' � 1 :Tai' ..�., 't 3' t. ,s �{.4 i '":1/ �.I:" 5i}�� G}II' r1ity,6 ti .r' � - l I I ., �f �, 11 I' "4 a S r 7 r I ti �; y r r� r , , ., �I. . . �� --_-_.._____..._.._. { A� �t� �t '•II ''•j , '7 S 7 l t I t. 1 :{ti.F/YI ,� ,. 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ALL PIPING SHALL MATCH EXISTING i , 11 ,T.�,' ", I, , i•' r ./ `� r' `\ �, 'fit x a a1. r� �+ ! 3 UNPROTECTED EONNECT ARE PROHIBITED'' T , �� c Law P�EvENTEfl METER ' w ;�yy/ ,;,,, \ • t �r. 4 y t / �.• \ ` \ �CK y' f -` A! Y '' rip.I r r. , ;. � \ r, \ � � ) 1 E /-. 4. USE ADJUSTABLE' PIPE 'STANDS WHERE R I" t f d 1 i ct. / /� \ \ \ w E E'Dw.lD 4 r o ^ ,1 r.` �/r p�f�. �_� \ \�\\:� F" ` \ 5. ASSEMBLY TO BE INSTALLI:O AMI M 'I_ '' A j ,r . - , , " 4 _. MINIMUM OF .r TO ; x 'll l'". �`�, ' / \ �. \ �. e -. OF 30" OVER FINAL FINISH GRADEAS MEAS D .7 °"kNE ST ° y?' �,.. �k .�! �` 44, . ,; �_. ,r \ , < 1� �.. '��. POINT OF T A w t- \ \/ ` '� HE RP S5EM8LY AND N17 CLp TFIAt '7 Y' „� All ;' ' ,�' 1 \ \ \ / /�► FIXED APPURENTANCE I � ' ` Mel,It r , .. \ / � \ � / r, \ \ / �, b. BACKFLOW UNIT REOUIRE5 CERTIFiCAT10N % s° "! �x � \ Jw; � d n 14` . ; \,'" / / - 7. REMOVAL OF ALL SHRUBS SHALL BE COORDINATED WITH, '�iHl: CITY t g: r k: +, ti \� /,� N I �,/,� \ \ / „� -� OF ATLANT-11IC BEACH FOR RELOCATION. # ,AR ,: J ;� 1 . I I � ... � \ "I,--,, ., ' ' \" ., . ',�� I .. I I 11� j - . 1, . . ,-,� \�\ 11 -I ' I , ,.(� _'A --lil-11 . _� I I I .I , 1. . N , . , . I z � 4 \ \ , \, ) "I ,, / - . . . . . . . .7 I , , W I.. ,� j%. \ \\ MM ff 'i - � q �� - ` F , �. ,� ., .7 I 11 It )____�' , _; # 0 1 Y6 27 ^� , , ,.. ,: I, k . .1 . . . "N . . � .." i . . 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Y \ \ �, I \ • ` \ el v * bad .0� 5'_0 40 r h .` r ;. ) �. �� BACKFLOW PREVENTER TO SE �iELOCATED L , 14 >°, % ._i,��'. , �'. . 0, .., . lit ft i " �__": ,� , "� F I .1 \ , . * , ...... , . � - 11 "I � 1�,'.�1;. t�' ,'�� 1 I.", k .. . \11" \� 1, . " . 11 , �" .I r %, �► \ \\ . ;�'.e- , ❑ Aad AIR CONDITIONER CONDENSING UNIT TO BE RELOCAVO r: � ' ; - , F , I"* ` 11Z . . I . . ,, LL#0 4w . ut � i oA' ;7w r P,4 M4t•; t* r 1' I 4 t ' r / n• a a� • * ;x /y/' f i x ,t IS TREE TO BE RELOCATED (} !� t 4, r -• , <• r ` . . t �,!1 ' ;� '• , � \ 017 CA AGE PALM ICP) IN iL '� ' K r TOBTAL OF 6 TO IMII�.hOCATION �� .. ' I / ` 1 a ;k r f�•Kf .fir.pA'� #N PROTLAND CEMENT GROtlT �\ \\ f3E RELEiCA'TED $f ;*r !F ri7 i �1i c: ... . i .µ:. r.,F r , ,,, , j, sal; + 4 t .. ,, ON, ALS P XTERN 'M!T ��iqiOUT JOINT / '. '�'' �fNG TIDE Td',: t�E \ '% ' i NEw CONGRET�i ' ilMl ;:K a..' yri� : , a �° �' r ' '* �, KL R . 'q ," ,F 'r'. L.11 SIA .l,�RS 1 . \\\ ., „ y p`" � y •.y:. p 77 . 146 _r., P, „�,�,�{. K _4 `;'.lj1, Y ry„ , \ .% V. fes r/ ..1,1 S •rtMr..A % !• ` Y -' r�`' 1 1 IALK-WLL SE V.6 AND _- y' EXISTING PORTION OF BUILDING 'TO REMAIN: d' �`. to x 'I�. ,1,�" �'A .. ! � MODIFY AS NOTED. . is E a I \ r M' e„ . F�:t e \'�L' iy�-u' y \ fa a{ r, 5 r + �I ?} MY4A �w EXI+195E0 EDGES OI' PAVERS . �- I l . t. \ / x �,* E NIIT ik' C FORIEI6T.LAYOUT \ r . >., �.r � �: ' ,• K �E ST EET a ` �� I4 , F►IIyI s �c A� ,T ' x ' ,�..v �, " M,w.L. ., I 1 4 5k \ / A{i. ., 'Y '9y e .� >< ! �w .••z�aA ,I�. f _i'.. �:i , ri P `� IA:'.e•. 'Y •.1 .;.' ��1. �ti 11 � � � rr� A? \ M R+ s�a4l 'i ` LI`A + F 'r Pa . ld :a F k•• y 1 +� r 4 Fes; � . vlo"V, . p - . ; . . IF n.w . x r. Y t' j . . . , . _ , . . . . • . . . , . .. _ I P A p .. :.. .. .. .. . r ',.: t _. , �' .. - . - _ . . A• • A 11 7 . - —--- �JJ V , r . A 'A t I . _ .J.l_011 Io! o" / 11 [ 11 / 11 • ., �0. �� 4' 1(• ' •Q '•D. • 'e ,l II /� 11 . 10 --•o q �6 1) -6 I.Q. _C[ D ' I L..- 6 1 `� .. . . , . 1^' 1 E O. E`.�. -_ p• �—°• • P 0. '� T Ate• E(�e '' E Ci. •�•• p .«, ... .. .' MATCH EXISTING PATTERN 4 _ o• �q, . . . - . . . I I , . . . F . . C I E 4 7 0 BRICK PAVERS' ON � . 1 --- s p s . EAST VERANDA I • . A _ A P . C I 1 Y d F P D P .. D A I Dl RECTQR S _ • Ai . . . • ACr" p , A , P P I 1 /,qll C� 'A N is I B -E A C• N . . . I Cr 8 0:0 i •p. --_._ 0 o- 1 -.. ' OFFICE �.' . A t'I a n`f'I c e.8; e.a c'he F e' P L A Qat. Io2 OFFICE I r —. - o n. �r I7 WKq RMp �0 y � / I . • A A A I DOW A LGN WIN . �w r / I AR'GH1 t':;EC T: Y . - ❑ ❑ . . . I _ _ — . - TE _ .. . .. . . �. . .. .� _ _ � WITH OPPOSI I I 0 x r .tel -� . . wlNDow . T0I LET r i' c. I. ,— _N in I A R :C H 'I :Y E . C' � — ; LINE OF GYP, BD. OFFICE �' INT RI , I — 1 = E OR �' q -0 III C I G/SOFF .� I 3 , � E L I N I T �, ,zr � - 3 I. 0 C.o u"n:.# r y ' C I u D: L',a,'r I e 2 — - ♦ I I 101 BEARI NG . ABOVE. I A to a nal c. 'B e 'a.c'h , rt 3`,2 z 3, .. A105 — T , . , o WALL o _ -_ / I AR L , ; o9 ' I R - , — _ r , 0 �� ;. I ALL 'INTERI _ - I , . I I WINDOWS Ila ; = =11- ; � N - S ''T'R'U C•T'U R A'4. . I _ _ _ _ ^I 4 X 5 . SILLS TO BE _ / / I . . , .. . �� S / I) - 36" FF ; ALIGN NEW �. .; 0NR15i. pPH £ R K:ATHf — — II PANE ;4 L . — I I w, 6 ;w 1 I -I c0. Ns � LTINC £:NCIN £ ER . _. - _ I , I WITH AI 04 WA LL �--T ,. I , - 11 119 I ., 40Q ` 0s`cepl-a AV'ehLl, I ` , g'_10�'tll 10'-I p ' „ 8 q Q " 25 EXI STI NG / / l �`� o ' lU � Jax Beach FL. 322'.y.0 1 I � --1 I . . I , .., .1 / 1 p , 3 6-'6 0 2 A104 I X11_ ' - 1 f . — =1 24 .. I q IOq I5 i0,_�II cr I — - I ' --- tet- , , / I , ,M & 1 ; . I I 18 1 �1 I - I o - I - I ' ' 7 O / I. 8 U £ HERO:<N COMMUNI TY I " _ _ 1 2�, 1 1. pp tt`` tt�� I I - I I o/Q , I / 1 C U N.: u G i I N G r I .R C { P I - ROOM I 1 I - / 1. •>: . : ► I TERI O / I I - ❑ I 3 6 2.. 0 �:e e 0 l'a p ,ei n. e . I Jax= Beach FL X32. .. 0 ° I - I loo ARiNc WOMENS DRESSING / - - . , _ `� I , WALL - / r , 1 �. .� G - • s` e I 2 I I N / r II2 ' TOILET w - 1 e C� I —w— I ' I 1'. . E L E;`C 7 R''I` C A �', P P I 1 ' , 1p / I / _ r i I. iJ.l I - Iz Alo9 91 IO5 -o. I � 1 - 6 T H' 1 =4 I. II. I � O a.: fl o*M A .D P e' _ .I._.._ - -- - - ' Alo9 3 i 1 r 0 / I I ,• e• I — � I / .� — I 0 ; 1 4 KITCHE O I IM . MENS ,. •P• I PLATE GLASS , 1 I /a 2,.g' � ,:art,. , 1 I �, H Ie �aad GA I LLERY G N MIRFto� ENTIRE REE I 1 1 / :I � , . . / __ � _ J.ock'sarfv`Ille F 32 i log T01 LET �wALL / - � - 4 • Io9 , R00 . 1 '1 �1ooR STOP - , _ , - / I06 , I. 1 - I f . Lll — —i � 1 11 `° 0 i . L -- - - _ -- - - ... _ _ - _ I / 23 / - / I a — , / r 1 / I / _ - - rr PROVIpE S f� P AT / A I X I I T FI- qz FF o -w _ f 1 � - 8 _ `I —I �- - - r j . _I.X NOSI G_ - - / / a 1- II / 11 I i - _ _ - _ _ _ _ _ _ _ - r - . r - - - 6 12 9 I 7 , / I- . I -tet" r PAINTEQ % I I I �. �_' �..- - LINE 0 F I ,� i � / 2 I 3 _q��gll 120 12' 011 �� 5'_IO� II CEILING/ / / / l - . _— _ a ` , j — - - At06 I M - SOFFIT C, / .. h1 � r -1 ABOVE 21 - %ll TYPE / i I ' u-qY P. BD. +-- / I x . — I I I I / �/ / . , I = — , `j' ' TNiIS\SIDE OF / f / I. . RESOURCE II COMMo 13 21 , _ / _ ROOM RM - - - I 1 I 4 . I _ H — —� _ _ / / . , I H I G 10 7 --- j I,O� ; I - .. = D EBBING CLOSES // / _ ' _ i" t _ • o n CD , I Ir, I,� // . L ' 1cv HIGH .. Q I I q 115 // / ' I �`` w -� . I _ - // // ° .. . 1 .A . - - -- . I /_oll l o/ l 0 15/ 311 loo - . I, _ /- 11 I - _ — - .� . ;CONCRETE' STEP _ —_ _ — - __._ _ _ _ . — _ .. _. __ . 1 I : ; 11 - p _ _. . I __ I _ _ — - . _ — — AIO _ — . 5 ❑ ❑ CI ,Q .. . . . - _ - I -- -. — — -- — --- — --- _.-- - _- --- _- _ I I . — __ � � _ — �l -'-� (_ __ _.- __ --- __ - - - - .- — _. . --., �- __ _._ — __ --- - - - - __ .--- - - - — — T — T , ._-. ,-- .._ — _ � J . . ` . . . 'No REVISIC)N/ISSUE.`.:: ,. DATE . N R E T T P _�__/ e e . . COG E S E . p . 0 , d • P . D . . r A • A ' • • A . , . •- • , • , . . . . .. P P q e P P •3 4 P P _ P , I , .. • .. . . AI06 ° ' • . QI06 • . ° A 6 a . . . n - .. .. .•p, _ • . A104 d , P c o N.: �r R V. �: �. . . D . p ' p . $, . p . p . P A ' . . e .. _ A OA•• D • • e P • , r r r w r r r r r r r 1 . 2 HOUR RATED PARTITION UL DESIGN U 301 D - c 1- . E . T . 4 A P• D' d• D '`' , r p' -. . .••A � TI TI N5 CONSIST OF II GYPSUM BOARD . . p A ALL PAR 0 Ia . .. - .� . ' .°'. '..•' A :.- _° :. • ,0 ' •.,- ,° P ,� , D . . • . e `� u . . ONCR T A ° . . . A' . . ° .. D• . A . ° EITHER SIDE OF 3 /� STUDS TO STRUCTURE ABOVE „ ., C E E ND BRICK PAVER e • . . . - • SIDEWALK, -SEE SITE PLAN •. A. . D ' P . P . p UNLESS OTHERWISE NOTED , . • A•.. , . D . - : D , p ' . . :'',. .• . D ,, . . ' KEY PLAN l . . . . . e• = . 'P ' , , SEE STRUCTURAL DRAWI NGS f OR LOCATI ONS OF SHEAR WALLS. . _ . P -:.' : A SEE DRAWING A109 FOR TILE PATTERNS .. .. . . . . ° f ° . n . ,a A . d • SEE DRAWING AI 03 FOR SPACING OF VERANDA COLUMNS. . . P A P . - . aoR L . . . I • ° :'', ` ES), ARE . TO . . LLS (TYP. A DOORS SFIOWN ADJACENT TO WA T OFFIC y. " " A ' . . BE PLACED q" FROM THE WALL. „ , ° 1C1 PHN I/q I' C1" l la d2 .. . . >, . o • P - BRAWM BY SCALE:' DATE '. . REVIEWED. BY: . • ' . . : . . , p . . J p� p P i P � I i } p 4• •e .- , •P p I - � • . d ... . _ .. .' .. _ d ° - - - ,. .. , ..: ., .. .. .. ti , - -- -_ __ _....._. —._.. -__ -_ --` ..____._.____.____. .r- --_.--__...,.___ �-- _� - .-.`....._-�.. . -. --__._._�- -r -r- T .---- , r 1 - .. w .. .. ._ r .s, � I i wk DIRECTOR' OF ICE OFFI CE-4 _ ___ •- _____ --_ - .' g' 211 � 9,-211 0 OF CE i • i O U 9 2 ' 1 I • " � I • j i I � I A l 'A N 1 I C B E A C H •Yf _ _—E? ..Y _. - _..__ _ - -- - -- • - - TOILET • � eminole Road 840 S - -- i • t I I 2 3 A ant c Beach , fl 32 3 9, O II .._ 10, 6" I ! I I I ELECTRICALI , I 1 I i I ROOM I ' _ -- 2 SUFFI T TO 111 . I i A 1 CNA N 9'- I p I 10'-o — -- -- • -- 011 A `J � I ' I r I f I A R C H I 1 E C 1 310 Country Club lane • I O • antic Beach FL 32233 : i O O Q • O Atlantic i i I I I I � I I A I a R I ] r o 9 `• •----.� :�:_.._ .. , ',! O/. 011 . _W- . ' I QOU. ..•. -__-..I,I - .. 'i -- If .._•_._..-_.__-..rI_ _� I - �- _•.__.-__ — � --I _- III - I ---•- --9�('-I1- 2--" - ..I.......r II -II 9'_�11 ....... ._. II;I i'IiiI'IIi H I+ I —IH 3 6 R1_ z aA '{ 1i t H- E ATTIC SOFFIT TO ir ACCESS CONSUL TING ENGINEER g,O 8'-8" AFF VARIES UII LADDER, 404 Osceola Avenue0FFI 7U1H1ISC0 TY i J a X QeaGh , FL 322508" EXISTING CEILINGTOILET • p e ] 6 e a zROOM F0 REMAIN 9 _ O DRE SING STAGE B L U E H E R 0 N KIT HEN • EA'TER C 0 N S U L I I N G IN 362 Osceola Avenue O GALLEJ 6eac 1I 322500. RY TOILET 0 _ SOFFIT T8,_ II GRE EN H A A 0 8, 81qFF ROOM E N G I N E E R I N G - - __ N _ �C SOFFIT TO s 2955 or tI'e R.o AFF Jacksonville , F 322,51 0A109 O RESOURCE SUFFI T TO COMM. O 09 OM URE C At 8t-811 AFF _ , -II . �{ti•�t.,--',.r:... - . _, , : .Q •. • I II I II I� III( IIIIiI III(III� I'I,II �i'I►,, � .III II''IIIII I'II,I�II rIII' TiII �IIjI I I,I, I IIII►I� 'I 1I(II I( III(1�I IIII�,�IIIIi1I;lI 11IiI� T4I.III-I rIIIIII,IIII rII•II'l�II--�iII' II 11II' -1I,,_-III_o1�.i1I.I. IIIIIII ,I.''i� III--I_�II�I_I,I:___-II'IIQ-rI,I(.I.__-1tI,-,-�I1I1I II(II II► I,III;I I I �IiI,II(,I II( I4II+;fIII,I II'1III�I.I I� l II III IIiI III II,I' l�IIIIIIIIIQ•liiIIII•� III, I IIiIIIII IIII IIIII IIII(IIII� I�( , lot I,I III(I IIIIi III,III�,, f.tj�i' IjIiI'II(;'I .II IIIII_III,�IIIII,I,-I;,IS.II i I;IIII;iI II, II!i((►, j(iI',� III( II Ii(I IIii;I,III ItIl► lII l!I�II' �'!IIIIII�i IiII�,I.. iIIIrt.II,IIIIC 11 ATTIC ACCESS ,I1l.IT I1iIIII. 1jII�,.��1,I,1I',II;/I1I�I.'I�;�_1�1,,I,„1►IIIQIi.,•Ii,i,i� .Ii�lI.i,t C^,,I,liIt, LIO*II_!,IlIIS;.IIIIII. EijII1�II.I, T O LADDER SiII�1I,',Ii''Ii'I.�1•,� ;I�I,Il��II'I,IlI;�1�II"tII;IiIIII,�''',I��I'IilIS-1';l!ffl,i"II!Ii',Il�l ,l'I;�l,I,I' ,IIIj,iI�I ,�ll„�;Iji, rI;'i;,�,' TI';I,I.' ;, I, I:� II��"II ►l+II'I�+il��',�I1�,II 'IIIIi. ��IIIl,,� II,I,I,;I,-,1T' 1T � T , + L LI } 11 wult I I tLL Lt LI� IN tl E, .II OF F SOFFI T �. ABOVE BOVE ,tI ,III,II I'II �± NO. --rl�I•II >!I -,-_.•R_ ..-_E..V.-._I._S.._I. -O_ -Nr--IfI /_-I.--- S-..-..S- -.. U-- .E-. •- .tItiIj�IIs�I'. ..•-_- ...._...__._DATE .,.- REFLECTED ATEREFLECTED CEILING PLAN LEGEND NOTES CONSTRUCTION T LIGHT T PI01 FOR- 2' X 2' FLUURSCEN I , COORDINATE WITH PLUMBING SHEE /g T-III SCORED SPRINKLER HEAD PLACEMENT AND QUANTITY, D 0 C U M E N T S FINAL_ LOCATION SHALL BE APPROVED BY ARCHITEC T HVAC DIFFUSER 2. CEN [ER ALLSOFFIT PANELS GYPSUM BOARD (WATER RESISFANT IN TOILE ROOMS) BETWEEN BAYS SO RIBS ARE EQUAL DISTANCE FROM EDGE KEY PLAN HVAC RETURN GRILLE ACOUSTICAL CEILING TEAND GRID REFLECTED r - - - - i CEILING ATTIC ACCESS LATTER PLAN FLOURSCEN7 LIGHT 1 ORAVNREVIWD 8Y_ 8SCALE DATE TRACK LIGHT FIXTURE .. MOKE DETECTOR O RECESSED CAN LIGHT SPRINKLER Al OZ-f--_ -- _ -_-_----- -.- -_.1- _-_ 1 - ... I . I r apt iti , I 3 __ r7 Ccea, vl' t RAIN DI VERTER IU' -6.• 29,-6" 213,_6„ IU, 6 , — ALUMINUM GUT 'IFR ' U d ❑ ❑ I w 351-011 1 C I T Y 0 F . . ATLANTIC 8E: ACN 800 Seminole Road - Atlantic Beach , FL 32233 I ❑.. `� I nrr+ l xG 7 ALUMINUM GUTTER - A 1 C H A N ❑ — ALUMINUM GUTTER i 1 - -- �} cT ❑ ARCH11ECt 31 .0 Country Club Lane _ I AtIarntic Beach , FL 3223.3 r v , A R 1 3 T p 9 o ❑ o ' O O i _ U' N FIBERGLASS Ln SHINGLES CHR1S10PNER KA1HE -� � r (TYP. AT ALL � --• ALIGN WITH COLUMNS CON SUI TING ENGINEER SLOPED ROOFS - BELOW I 400 Osceola Avenue TYP. AT ALL EXISTING AND NEW) Jaz Beach , FL 32250 P E 3 6 9 o z PENETRATIONS ; L.. j 8 L U E HERON __1' L___D ` CONSUL ZING , INC 29,_6.1 ` 33,_0„ 291-611 - --- -`�' Jaz 8eachloFLAv3e2n2u p S �` 4 ,' `\ ❑ I j PE 361 Z0 q ❑ r ❑ ❑ ❑ ❑ U 0c U C]Isk ❑ G U " —_— n I I I/2I-%z __.... . .-._ .- ----- .. - .-- -•-... _ .-. _. -_.__I , -; , i ,_ , II Y_I9 I 7III II II ► -,+ I H A 0 0 A8 _2/z g 9 /� 10 -0 10 -CII '-2 /q" --6/2". 10 -6 /8 � 0 -I /16 I0 I /16 I �'-I /16 gl'-2/2„� C IE GINEERING IN ALUMINUM GUTTER SINGLE--PLY ROOFING i ! 2 9 5 5 H o r t l e y ' R. o a d 113'-U" ( TYP. AT VERANDA EXISTING AND NEW i Jacksonville , Fl 32251 P E 3 r 9 9 T ROOF PLAN I iii . /e -1 -� 103 •-� i7 FRAME AROUND ?, ACCESS S FAIR W/ ``�` ROOF TRUSS f- _-__. _ . . _- {__.- SAME CONSTRUCTION :; C -� AS MECHANICAL ROOM I 1 FRAME MECHANICAL ROOM _ � W/ 2 x 4 AND 5/e" GYP. BU. ------�,1. _- 1 ACCESS STAIR I 1 - � I � \L-__— UNIT EACH SIDE. LOUVER WALL BELOW - CEILING SUPPORT ACCESS STAIR FROM I TRUSSES ABOVE._ FRAME STAIR - I! II i UNIT To ELEVATION TO MATCH CEILING. - - .._... ._ .._. .... SECTION ( -....1 INSULATE W/ SOUND t i ATTENUATION BLANKET /a --I UNDER MECHANICAL UNITS I � t , 1 - 11 -/a" T&G PLYWOOD VERANDA NO, REVISION/ISSUE S DATE FLOOFR ROOF ACCESS LADDER / STAIR TO EQUIPMENT ROOM — 'I n r 2 - II WIDE BOT t0M collo CO N S T R U C.T 10 N I I STEPS -. = - - - - - i OF ROOF TRUSS , %�i � ; - - - - - DOCUMENTS � is � . _ • I 2 2 PLYWOOD , - - PLATFORM 1 LOUVER 10 KEY PLAN WALL BELOW ....- CONTINUE. WALL i __ --- - - - - ---- 1 --- AROUND ACCESS STAIRI --- -- -- -... __ -- _------- ROOF . .ROOF . PLAN i AND ATTIC PLAN ----Irr I FE;►� ,a_�Th�r)1 E.i� I I►-I?? . r ATTIC PLAN 2 ENLARGED PLAN REVIEWED BY; DRAWN BY SCALE DATE /s IJ`Q3 I,_1 ,_0„ "to3 _ � r Dc ear , I I i REMOVE EXISTING REMOVE ALUMINUM SIDING r SHINGLES AND REPLACE AND ASSOCIATED TRIM, REPLACE FIBERGLASS SHINGLES C l i E r1 [ Ep WITH NEW FIBERGLASS WITH NEW 8" SIDING AND WINDOW/ SHINGLES --- DOOR TRIM I I C I 1 T O F A11ANIIC 8EACH` 600 Seminole Road 8" LAP SIDING - - - Atiantic Beach , FL 322. 33 _.. H I ALUMINUM ENTRANCE /z' WIDE DRIP SLOT ID AND STORFRONT I f . _ ____ . _. _ t CUT IN FASCIA -- , A R C H I T C C t- � . 310 Country Club lane a n t i c 6eoch , FL 32233 T R A I l CHRIS10PHCR KA1HE NEW _ CONSULTING I N C I N E C R AT RESTROOM - 8" LAP SIDING 400 Osceola Avenue (11III I111Il'. I,` �i I'II._ !{ J o x B 3 5 0 Y _ ( each , FL 22 1 NORTH ELEVATION 1/811 I , O 1, � B l U E N E R O N vio i CONSUL TING , INC 362 Osceola Avenue _ J a x Beach , FL 32250 P E 3 5 1 2 0 F. F 1` T R I C t ' i REMOVE EXISTING REMOVE ALUMINUM SIDING i HAID DAD SHINGLES AND REPLACE AND ASSOCIATED TRIM. REPLACE E N G i. N C C R I N G I N C ., WITH NEW FIBERGLASS 'i WITH NEW 8" SIDING AND WINDOW/ FIBERGLASS SHINGLES SHINGLES r t. t DOOR TRIM 2 9 5 5 H a r. fie y R o a d asi[_iT?_I JacksonVIIIeFL 32251 PE9AT 8„ LAP SIDING .. . _ - .. ...4 - L Fi 1 . A IL 7 IF 1 I- !- LJk J� L r • 2 1 1 ( - ..-_ ... _ . ... i- -�--. .._ ..---- .. -� -- ------ - - - ._.__.. _. _... .__ --. .. .. Illy 1'211.:• -- I _ I - I � I FIN WALLS 11 '14 t• f'T!`; f('I,'I rlr;l! � 1 ALUMINUM ENTRANCE -._. .. . .m-__. SOUTH ELEVATION AND STORFRUNT -- -•---- _} I O —V t-- I ••i• " ;.----- -- NO. REVISION/ISSUE ; DATE REMOVE EXISTING REMOVE ALUMINUM SIDING — .: - —.... L------ AND ASSOCIATED [RIM. REPLACE 1 SHINGLES AND REPLACE WITH NEW FIBERGLASS WITH NEW 8" SIDING AND WINDOW/ 1 SHINGLES DOOR TRIM FIBERGLASS SHINGLES I ( CONSTRUCTION i 8" LAP SIDING ; .DOCUMENTS r PROVIDE RAIN DIVERTER 3 FEET f FROM ROOF EDGE I f i I- _ ...... � I . . � PLAN --- _- 7- [ 1 [_l1 t' I -_ ELEVATIONS EAST ELEVATION I _ 'WEST ELEVATION REVIEWED Dr, DRAWN 9Y SCALE DATE I 11_ 110 id > /e4LO-V ,1 � I • V 2 X 6 'TREATED 2 X 4 TREATED Al 08 • r Al 8 METAL DRIP • ARCHITECTURAL GRADE FIBERGLASS SHINGLES 2 X 6 BLOCKING - ' 30# FELT X 8 FASCIA - C I I Y . 0 F i ATLANIIC BEACH TRIM _._.�_.—�---�-- `ROOF SHEATHING SHEATHING i I_. 11.. r i 800 Seminole Rood `_ r - 2 Atlantic Beach , FL 32233 ` I. I, t 8rl SIDING %" CDX PLYWOOD - - - , . . , �_��a I _ J I Al 08 11 f+ t. METAL 1 A I C H A R FLASHING - 2 X 4 BLOCKING %t_:t 1 `� �� I A R C H I I E C I - - - - - -._ '�.. _. . I 31 C a u n t r Club Lane 0 y � --- _ _... - - - - ` -- � --_ • _ ._...r , . _ .... .. ._. ._ _... _. ___. .... _._ __ _ --- -- .,'' _ -_ _____ , X A t I a n tic c Beach , FL 3.2 2 3 3 I � 11 f �_ - -- -- 12' 0" AFF BLOCKING ff I I - - II '-10 " AFF _ .... .� . - — 2 REO'D A R 1 3 7 0 9 �, -r o P PLATE BRG. AT COL, VERANDA ROOF SLOPES /4" / FT. j i CHRISTOPHER KA 1 H E METAL ? I.. X 81/2" FASCIA CONSUL TING ENGINEER 'TRIM I II 400 Osceola Avenue 1 FLASHING T-III W/ 4" GROVEStoo" -• ;� J a x Beach , F L 3 Z 2 50 I P E 3 6 8 0 2 I R-3O BATT INSULATION I't X S" FASCIA - - 1 i; I ► TRIM I X 'R E O'D TRIM - ( " GYP. B U. / i I _._._-. -1.___-----_-___ •---_ .__LW_;__ /s 8" SIDING - , I • 6LUE HERON I - " y - CONSUL TING I .NC I 3 2 X REO'D AI08 8" SIDING -- -��--- -� I II 2 X HEADER _ _ I 362 Osceola Avenue ' t BLOCKING --� , -- , _ i ,` ; J a x Beach , FL 32250 5 GYP BD. P E 3 6 1 2 0 _ /8 tr r 1 R-13 BATT �.. '� 1, f � t 1. r.` T R I A I INSULATION -- I ;'r11. � , IE. NCINEERINC fNC ' DETAIL- OF RAILING , - �_ _ . _ � - 2955 11artl 7 ey Road I. ( JacksonPvEiIIIe , F7L . 327.5r .: y p 2 X HEADER ' Al 08 I --------------- t I I I _ - I 5 . j . . . - _..._ I t I • j I I I Al 08 I � I R-13 BATT 1 , INSULATION ` REVISION/ISS lE- 1. . DATE - - - THRESHOLD AS FOAM INSULATION SCHEDULED .040 ALUMINUM FLASHING f (TYP. AT PERIMETER) I AT PERIMETER OF NORTH SIDE ONLY � CONSTRUCTI .ON . CONCRETE STEP _ � . p - t , • t. t, - t. . - •� _ t• . •• n . - .. • ,. • .. I } 4 n a u n D0CU� MENTS .. • - ., e • ., a r. . t .. ._._ c r. , I . u rr) GRADE 1 • e . t • n r. i t I NO. 4 DOWELS AT t I I KEY PIAN , 4'-0" MAX ,ON CENTER A 2 - NO. 4 REBAR •ol, t o ' 'C WALL SECTIONS WALLSECTION 2 WALL SECTION I PHII I '`I •t I i 14 U� REVIEWED 8Y. DRAWN BY SCALE DATE AI05AI05 ( I i d A105 , -A- i i- f I_1 fj _j-- h1E1_I IAfJI I AL1 . . -�1_ l - :. �l.- -.1 I _ �► � w 'r it LL MECHANICAL DUCTS _ - I a a a o o • J �-_ - --- � •I — ; I_ I C L I E N T C I 1 Y 0 F -, - I ! GALLERY i! ' ; ( I A1LANIIC BEACH j ; C 800 Seminole Road Atlantic Beach , FL 32233 _ COMMUNITY �,, KITCHEN ! �_ .�. ------ A GREEN ROOM I ' STAGE 11 CHAN I IR00M BEYOND ! - , I ; ARCH1 -1EC1 0 Country ' 31 C I u lane • -"" • "- "- j i i Atlantic8ea3h� F1 . 31733 A9 r T P ' I , 2 HOUR RATED PARTITION CHRISTOPHER KATHE 1'12„ i C4ON0SU0LsiINGI ENGINEER ceo a Avenue PA REVEAL FULLY WELD SUPPORT I Jax Beach , FL 32250 LONGITUDINAL SECTION PAINTED LACK PE 36802 RAILS TO FRONT RAIL 1/8rr�l ,_ �r •, .. I" STAINLESS S I EEL AND TO FLANGES r _ I , ' 9LUE E ON ' - - - RAILING W/ 2'12" DIA. MOUNTED T -FLANGES MUUN H. H , � ! l � I � 0 N S U l i I N G I N C J TO BLOCKING IN WALL I SUPPORT RAILS TU BE ! 3 6 2 O s c e o l a A v e n u e °- WI THI/4" S/S PAN HEAD 4" LONG I Jax Beach , F L 3 22 5 0 PHILLIPS SCREWS P E 3 6 1 z o 5 %I6 " STAINLESS STEEL CABLE AND TURNBUCKLEI GALLERY H A D, D A D 106 PROVIDE CLIPS I0 STAINLESS STEEL LYE HOLD GLASS/ART/ 1ENGINEERING INC , _..._ t. - _.. - ---_ - -- • --- -_ .. . . - -.._. ..-. .._ ._ .__.. ... . -- - - - - - - I -BACKS I ' 2 55 Har tIe Road (SIZED FOR CABLE) BA I y 9 , Jacksonville , Fl 32251 - - I %" X 3 '/z" CHERRY I , FRAM WI 1 RABBIT I -- -- ----- -- , I - I BACK FOR CLASS AND f FJI CK X I ' WIDE X L - j I ' ART. 'RUVIUEDOUBLEDISPLAY LENGTH AS REQUIRED CLIP , FRAMES - .� _. . - _ I STRENGTH NON-GLARE 2 PER UNIT I I �, II GLASS AND '/4" LUAN I - ( ► I , j PLYWOOD BACK. _ I ; r ' CHERRY ON ' r PLYWOOD. C _ CHERRY WITH SCREWS _ PROVIDE BLOCKING IN WALL FROM PLYWOOD SIDE AS REQIJI i�ED I 2 X 4 BLOCKING w PARTIALSECTIONY4" CHERRY PLYWOOD /a O""=1 ' SIDES00, - - -- . � 106 � • w j 5 SECTION DETAIL _ -- 106 I r-�- I l_ _ L_ L _ �.. �___ — -- -- - - µ_ _... �_. . . � f I - - -.- � _ +_ j r.._�.. .. ... .....} . f - - -.�_.- - . r . . I - �_ l...: �._; . , _► L. I , >. , , ! I ;. r � I r , i - --- I I i I - { i __._ ._�_ r -� .- •--- , ..-.-• ---- :_, _._ _--- •-- -..... .._ . ..-.. ..-- ._ .... _._. ... _ .___ i-- . ... ._-.. ._... .. _�_ ± _ _I f._.._ ' _ } - a-.1..} ..� -�- i �... l.. .�_.. ._ ...�..- -- -... �_ _.L_ _.�! . . _.. . . �_.�_I .I. . :. � ... _1..1_I I ;., . 1- - � ., i_. , I_I .. , - .� :. _..t. I . . I ff .. L-. . �_. _. .. ,� i i.; i. t.; C .1 .i._._ I I N0. l t ... _ .._ _ -_� _ 11 -IT 1�y 1 �. . . I E.� I r ; i .i t. i ` REVISION/ISSUE SATE .. 1 � � 1 1 L. 1_ _1 L__ 1_ 1. 1 t_. J__ � !_� 1 1 l .. -.. 1.,.. 1_�-- 1--,. L � I _ jTT TjTT;x T j. T T FT T7 TTj TT7 T,Tj TTT TTZTTj \ i TjjT T7L TjTt jtY Tt T�ITITt IrTTTt TTT 1 TTTTTII _._.._ ... _.._ _..... r _.- .. .. _._ ....__ 1 - .. .._ { t L1.XJ.r11.�lJC�.I �j.r.! r_ r r r , - r1_U •�l�.r_ Y_r. (r.(r�•r,t.r .l!r,l, r rJ_CClr..1. r.+-. +t_f_T t _r_ tr_t_ +..a .t-11 l.Jt r,t r•r,r r i,r, r.r.r r r•r.r .t .r.r t_ .. . . I _ F 1 l f I � � 4 4 i Ilt k :. f . . .--- SOUND ATTENUATION �•> -- __. ::.W. _ -- �-_ :� .-__.._..�; __=_: � --- - -- - I .. t t -_ - ---- - . _.. •, j ' , I R-30 BLANKET : MECHANICAL UNITS -- --_ _ f BLANKET INSULATION , INSULATION • 1 C 0 N S T R U C T 10 N . rr rr -firy ( rr ,,rr, r[r[ �,r ,r r�i[, ,1[i" i i lt!�•, l,{L- it� �;(x hp - �I-^�'---, �� f1LL1�1�1.�..i11ll11X1I1111I1�1.lYi��J.3.11�1.L.1�1'1�YlllI1�Y1�� l�ll.�ill. 11Y11.g11111111�Y1A111Y.U,Y�AiY11�A.[r T1�1'�111YX) ..._J _..-.... ,.T. � e _ 0 J9 DO C UM E N T S 4 - 4 ACOUSTICAL TILE CEILING 1 II I KEY PLAN . I V) FEATHER-IN I w I _ _ U LLJ ----- � GYP. BD To FLAT WALL �' a - - � ��.__��-�� --_ •-.---_-.._:� �__ __: -•_ -.- :1 ._._. . .._ . .--- _ �� co of I, I • � I 1 I r , I ' GYP. BD. CEILLING/SOF"FI T - " --- "- �� • - BUILDING GALLERY SECTIO N S -- I " STAINLESS STEEL REVIEWED 8Y: BRAWN 8Y SCALE BATE RAILING W/ 21/2 r DIA. FLANGES MOUNTED IT I NSVERSE1 SECT1ON TRANSVERSE SECTION TO BLOCKING IN WALL H PAN HEAD _ 2 2 WI1 S S E D r�W�t Orr• 1 PHILLIPS SCREWS /eAl 06 l06 , ,r^, ,_Ou l06 r r , IvCn CALL l r I , DOOR SCHEDULE OPENING DOOR FRAME � Q) 1) 1 •- REFER TO DOOR o f Louv o o a VARIC,.� SCHEDULE FOR DOOR �- -- - - - Type Levs Size Type Mat. Head Jamb Sill Rtemarks Mark Width cr _' MATERIAL Height Ma•t'. 1 3'-0" 7'-0" S/TR WD I A WD 5 4 - 6 EXT. LOCKSE r - _ 2 PR. 3'-0" 7'-0" D/TR WD 2 A W 5 4 6 EXT. LOCKSET - LU WOOD = 3 3'-0" 7'70" S/TR WD I A WD 5 4 6 EXT. LOCKSET - I EFtAPv1E crJ _ — ' - 4 3'-0" 7'•-0" PNL WD I A WD 3 3 - PRIV. LOCKSET w z. I 5 ,_ " 7,_ " PN W I W - PRI K T - C, , - ►-- I 3 0 U L D A _ D 3 3 V, LOCKSET -- - i I A 1 L ACNI (1 IrC DBE A C H. V7 1.f,. 1 6 3'--0" 7'-0" PNL WD I A WD 3 3 PRIV, LOCKSET - - - �z I 7 3'-0" 7'-0" PNL WD I A WD 3 3 - PRIV. LOCKSET - 8 0 0 S e m 1 n o I e R o.a d - - � Atlantic fl-each , FL 32233 -- 4: -.... . I - ---- . ' 8 2 -4 ' " 7 -p" PNL WD I A WU 3 3 - LATCHSET , ------� A- - PNL FRAME. 1 "rPES: r- . -. - t _... -- --- . --- 1 g 3,_0.. 7'-0" PNL WD I A WD 3 3 �- - _ PRIV. LOCKSE D 10 3'-0" 7'-0" PNL WD i A WD 3 3 - PRIV. LOCKSET { -- 1A1 C H A N II 3'-0" 7'-0" PNL WD I A WD 3 3 - _ LOCK _ i I A R C H I 1 E C 1 FRAME TYPES DOOR TYPES 12 _ 3'-0" 7'-0" PNL WD I A WD 3 3 - PRIV. LOCKSET _ _ _ 31 0 Country Club Lone 13 3'-0" 7'-0" S/ TR GL/AL I � A AL 7 8 9 PANIC HARDWARE C Atlantic 0each , FL 32233 ALr_ (.;LAZiili 1 ,.1 '13 F, TFM1,FP� 1.1 ' A R 1 ] 7 0 9 14 30-0" 7'-0" PNL HM I A HM 3 3 _ - PRIV. LOCKSET 1 112 HR R A 15 3'-0" 7'-0" PNL WD I A W 3 3 PRIV. LOCKSET _ ------- --. 16 3'-0" 7'-0" PNL WD I A WD 3 3 PRIV. LOCKSET CHRISTOPHER KA1HE ' 17 PR. 3'-0" 7'-D" D/TR GLIAL 2 A AL 7 8 9 PANIC HARDWARE CONSULTING ENGINEER 400 Osceola Avenue 18 3'-0" 7'-0" PNL _WD I A — WD 3 3 - PRIV. LOCKSET ' J a x B e a c h , ( L 3 2 2 5 0 BATT INSUL. 19 3'-0" i 7'-0" PNL WD I A WD 3 3 - LA rCHSET P E 6 8 0 2 SHEATHING I' ' " - 3,-O" SIDING ___. ------- _- .. .. ----- -_. - - - -- - 20 7'-0" PNL HM I A WD 5 4 6 PRIV. LOCKSET i - - 5/8° GYPBD. 21 3'-0" 7'--0" PNL WD I A WD 3 3 - PRIV. LOCKSET _ i i 6 L U E H E R D 'N WOOD TRIM -- ____ 22 3'-0" 7'-0" PNL HM 1 A WD 5 4 6 EXT. LOCKSET _ - I C 0 N S U L Z I N C i N C 5/8" GINB 23 2'- 7'- PNL WD I A WD 3 3 - LAT CHSET _. SEALANT 362 Osceola Avenue x__ __ J a x beach , FL 32250 1 P E ] 6 1 2 0 •' CEDING � •� 24 3'--0" 7'--0" PNL WD I A WD 3 3 - _ LA rCHSET _ L WD. HEADER GLASS 25 3'-O" 7'-0" PNL WD 1 A HM 3 3 �_ PANIC f1ARD�rARE 1112 HR I E , r r F r , r --- FRAMING { - - -- HADpA0 I - -- -- - ___ ' NGIN R ` ALUM.DODR ALUM. DOOR <<, �_ E EE ING INC 2955 Hartley Road FRAME _ Jacksonville , FL 32251 :HEAD DETAIL ' _ � _ P E a 19 _ _ ; ALL EBF. T F-MF'f_),j_ Li 11.1 I. `..l l l , t I r �:ll 111_f-) BATT INSUL. —� ---SIDING - - ELEVATION _ . ELEVATION SHEATHING _ ___-- --- -WOOD TRIM 5/8" GYPBD. '.. SEALANT I- - ; w.. WD--SOLID WOOD D/TR- DOUBLE DOOR WITH TRANSOM t WD.STUD FRAMING PNL--6 PANEL DOOR 5/TR -SINGLE DOUR WITH TRANSOM -GLASS 1 FRAME -- ALUM. DOOR - - - -• .- i - . ---- ,• — .--. ._— FINISH N I S N SCHEDULE - _ JAMB DETAIL 8 --- SPACE PNLOOR WALLS CEILING NORTH SOUTH EAST WEST ( -. -------... _._.. ... -- � -•--- Mark Designation Mat. Fin. BaseMat. Fin. Ma t. F in. Ma f". Fir7, Ma f. Fin. Mat. Remarks ' ---- DOOR (SEE SCHEDULE) o0 -- - BASE --- 100 COMMUNITY ROOM CP•T WD G.W.B. P G N W.B. R P G.W.B. P _ G. P ACT/G.W.B. ----- (SEE SCH.) -- HANDICAPPED THRESHOLD (MT) I.`--Y- , 101 OFFICE CPT WD G.W.B. P (,,W,B. P G.W.B. P G.W.T3. P ACT FIN. FL. � -• SET IN SEALANT 3 8 ---- (SEE SCHEDULE) 102 DIRECTOR'S OFFICE CPT WD G.W.B. P G.W.B. P G.W.B. P G.W.B. P ACT j . .,(SEE SCH.) --:• ------ -...._-_. .- 1- FIN FL -- -- LIN 7 F ---- . .- _— O ` --- 103 KITCHEN WD G.W.B. P G.W.B. 1 G.W.©• P C�.W,Q. A � _o TYPICAL 104 CORRIDOR LIN WD G.W.B. P G.W.B. P G.W.B. P G.W.B. P ACT - _... .... CONC. SLA® ° �, WINDOW NO. i REVl51QN./ISSUE DATE (.SEE,.STRUCT.) - • _ `�- EXP'. JOINT 105 WOMENS TOILET PO.T WD G.W.B. P G.W.B. P PO.T/GWB P G.W.B. PO.T/P G.W.B. PO.T FROM FLOOR TO 48 AFF e I (SEE :STRUCT.) 111IINDOVV TYPES 106 MENS TOILET PO.T WD G.W.B. P G.W.B. P PO•T/GWB P G,W,d, PO.T/P _ G.W.B. _ PO.T FROM FLOOR TO 48" AFF SILL DETAIL _ 107 RESOURCE ROOM _ CPT WD G.W.B. P G.W.B. P G.W,B, P G.W,E3_ P G.W.B. 9 108 COMMUNICATIONS ROOM CPT WD G.W.B. P G IN.B. P G.W.B. P G.W.E3, P G.W.B. ' 109 GALLERY PO.T WD G.W.B. P G.W.B. P 13413./WD P/WD G.W.0._ P G.W.B, WOOD PANELING AT CURVED WALL ' CONSTR' UCTION G 0 N S T R U C T I N 110 OFFICE / WORK ROOM CPT WD G.W.B. P G.W.B. P G.W.B. P G.W.B. P ACT _ III TOILET O.T. Q.T. G.W.B. P G.W.B. P _ G.W.B. f' G.W.F3. ��-PG.W.B. IMPACT RESISTANT G.W.B. W/ EPDXY COATING I j D 0 C U M E N T S 112 DRESSING CPT WD G.W.B. P G.W.B. P� G.W.B. P G.W.0. P ACT GYP. BD. - - 5/e" GYP. BD. - 113 GREEN ROOM CPT WD G.W.B. P G.W.B. P G.W.B. P G.W.B. P ACT EXTERIOR - - I i SI DI NG -- WD. STUDS - - WD. STUDS 114 DRESSING CPT WD G.W.B. P G.W.B. P G.W.B. P G.W.B. P ACT 115 CLOSET CPT WD G.W.B. P G.W.B. PG.IN.E3. P 'G.W.B. P ACT EXTERIOR I X 4 WD. I X 4 WD. KEY PLAN • � TRIM ---,_ - TRIM �._. -r R I M -- 116 STAGE ' 117 THEATER _ THRESHOLD - DOOR AS:, _ DOOR DOOR 118 ELECTRICAL CLOSET CP•F WD G.W.B. P G,W,B. P G.W.B. P _- -G.W.B. P ACT SCHEDULES •- �1 SCHEDULED , CASING - CASING _.__._. __ r 119 CORRIDOR LIN WD G.W.B. P G.W.B. P G.W.B. P G.W.B. P ACT I AND DOOR A5 DOOR AS 120 CORRIDOR LIN WD G.W.B. P G.W.B. P G.W.B. P G.W,B. P ACT I -- SCHEDULED - SCHEDULED DETAILS DETAIL 6 DETAIL (HEAD) 5 DETAIL (JAMB) 4 DETAIL 3 _ REVIEW BY: DRAWN BY I scAEE DATE Orr AI 7 111_I1-011 A107 Irr_I,_prr A107 Ir,_1,_p,r A107 — — I F DOOR DETAILSJ �. 101 C an l , , „ ., ,^ i .. .. .,. ." .: •)•_'T rte. _.. ....-....—..--._... _... —_..-_....... __ SHINGLES ON 30 LB. FELT - . . $"' SIDING -- - FLASHING FROM - -- - 2x4 BLOCKING ' GYP. BD. PORCH ROOF PLYWOOD SHEATHING _.__-._..' F1 NI SH SINGLE PLY _ WOOD TRIM MEMBRANE 1 ` .�. METAL FLASHING %q T & G ALUM. FLASHING I PLYWOOD f 2x6 CONTINUOUS STRUCTURALBLOCKING I BEAM l ;,. I _ .r f BEYOND k _ II xRLO'D C L I F IJ-tFASCIA ._ . .._ FINISH ! I - WINDOW ) 5 „ I AND SOFFI �FT I A A. I lI IY O ,F AIND CASING - WOOD TRIM - :_. - - /� GYP. BD. II L N C 8 E A C H ` 800 S- eminole Road JOIST HANGAR .-. _ .._ .. I GYP. BD. $„ n.-I Atlantic 8ea.ch , FL 32233.. ' SID NG S" SI DI NG i - I { i PLYWOOD " PLYWOOCD - I iA1 C H A N SHEATHING /j ! A R C H I I E C I 310 Country Club lane I II( Atlantic 0eac-h , FL 32233 I l.. AR 13709 I I i I I I CHRISIOPHER KATHE DETAIL _7 DETAIL q DETAIL I I CONSULTING ENGINEER �O8 p ,los ,11 „_,,_0„ II/z„_T, , O„ IDU 400 Osceola Avenue zi Jaz Beach , FL 32250 P E 3 6 9 0 2 SIAINGL.LS ON( • 30 LBFELT BLUE HERON , 2x6 CONTINUOS . I C 0 N SUL i I N G , INC BLOCKING 362 Osceola Avenue wA Jaz Beach Fl 32250 I I WIINDOW 2x4 BLOCKING I Ili � i ,"'�. I P E 3 6 1 2 0 I xREQ'D A ) , ; • IAND CASING 4 ' FASCIA = a AND SOFFI TB AT T - — METALINSULATION I I H A D D •A D FLASIII NG ENGINEERING , IHC . ' 2955 Hartley Road s � SIDING ------ I , 2x6 CONT I NOUS `a Jacksonville , Fl 32251 TRIM - . . -- . . . - _ • I _ - l_. P E a 1 9 a , VINYL BLOCKING „ I I I WINDOW I 5/8 GYP. BD. 1 AND CASING -- - I I xREO'D PLYWOOD FINISH ; FASCIA - -- . i SF->!EA THI NG -• WOOD TRIM I AND aUFF I F • f .. 1, rI - - - - 5�� -... . FINISH GYP. r . ..._ METAL $” SIDING GYP. BD. FLASHING WOOD TRIM BOARD CEILING - - S1 DI NG 1 '5 „ GYF' BU I _ 5/8 I i " GYP t p BOARD I I f . I _ DETAIL DETAIL 5 ! DETAIL 2 _ .._ _ 1112 los _o” los 2 0-1 - j NO. I REVISION/ISSUE DATE P,I- 4 X 4 , f PITCH POCKET //;� jC0NSTRUCT10N fl„ , / E'' I SINGLE PLY I DOCUMENTS /q PT X REQ U ROOF MEMBRANE �' f �, BASE TRIM ��. ill q.. X 4” PRESSURE I" X REQ'D TRIM ----- .� --• ! _ q.. X q" PRESSURE - - w---�. i /�I� T POST �r TREATED POST TREA ED OS ALUM. DRIP . . I GALVI NI ZED STEEL ' l ' �l � FASCIAOR. KEY PLAN ANCH t,.. SEE STRUCTURAL—" -1-- - I /f BEAM AND ` FINISHED I " X REO'D. -- EXTERIOR DETAILS TRIM r _ /z" FINISHED TRIM 1 ----- I" X REO'D Trr rhll I .I'-o• Ila r,? FINISHED TRIM I REVIEWED BY; DRAWN BY SCALE DATE o DETAIL DETAIL 6 DETAIL 3 „ ,_O„ 1 ,2 _ �„ Al 0 11/2 _I O 1I,2„_,,_O oo G l � ear. 3 SWAY BRAkCING REQUIRED FOR HANGER RODS LONGER THAN . 18 3%" STUDS -- -- f _ -,. _.__- , (2) LAYERS 5/a" GYP. x . BOARD 1 1 HANGING RODS ( ) " TYPE „X„ -_._. _ — _... _ - / ' GYP. BBD. EA. SIDE I I -- _ - - � �. �} Y OFFICE / OF D STUD - --- ---- 2x 8 WOOD HEADER DIRECTOR 1 OFFICE E ' 1-11 �L— GYP BD SOFFIT ' �I(._1 Cl 1 f fl T• Lit aa I I clIr of OFFICE A J l A N `T I C 0 E A . C- N t T 800 Seminol Road „ REVEAL k � a �.i / Atlantic 8.ea•ch , F1. 3223'3: ' q - PARTITION - I _._ _ ' (PAIN BLACK) -�- FOLDING PA ON I f = I d !71 AND TRACK A . -,- _ \�. . TAPERED BLOCKING A R c H ! 7 c c T :+ I I AS REQUIRED I 1 A 1 C H A N :01 / �_� _ _ A R C H I I ECT I. :, 1 11I� 310 Country Club lane ( I I RPLYWOOD Atlantic Beach F 2) /4 MDO /q CHERRY ' 1 i l 3 2 2 3 L A R 1 3 1 0 9 FURNITURE GRADE PLAIN SLICED - Mom - - i 5 T g U C T U R p L 12 x109 K:I N N i -- _ _ 1 o PLAN DETAIL q DETAIL 1 CHRISTOPHER IGI 1 .' r -- -- -- -_- -- --- - - NOTE: GRID MAY BE USED To LAYOUT I i 1 C 0 N S U l T I N G E N G I N EER 1 1 CURVE OF 46 FOOT DIAMETER WALL. N.T.S. 09 I%z =I'-0" �9 4 0 0 Osceola Avenue Jax Beach, FC 322 0 NOTIFY ARCHITECT IF FURTHER INFORMATION p e e s o z S REOUI RED. 1 6 L U E HERON . r CONSUL TING , INC. a` , I { LINOLEUM FLOORING I TOPSTEP Jaz 0 s c e I a A v e n u e IN I a LOC ED AT each , Fl 3220 ' .I Comm ONE INCH P r 6 1 z o !I - BELOW OTT 1 B OM T - EC OF FRAME ` UG LINOLEUM FLOORING _ l l ' H A 0 0 A 0 :OO LIN - 2 _ - - ;' IENGINEERIN ,G ' � 1NC _V .. _ RISERS1. 1 2955 Hartley. Road I Jack-11211 sonville f t 32,25.7 LINOLEUM FLOORING r, :i { -, 12' X 12" TILE PATTERN LIN 3 LAY TILE . AS SHOWN. IF POLE OPERATED 4 I UNABLE TO' PROVIDE LAYOUT , AS SHOWN, NOTIFY ARCHITECT _ _.._ _-_ _._- - �- 9-1 /2 �' EYE , PRIOR TO STARTING. RI SER PORCELAIN TILE 12" X 12" PO.T - I, POLISHED _._- - HEIGHT MIRROR �._.___ ___ g" WIDE SHELF PORCELAIN TILE 12" X 12" I f 24" X 36"' ;;' PO.T - 2, POLISHED 41 ft E. • ;I __ _ DETAIL ____ 4LO 9 PORCELAIN TILE 12 X 12 6333 } PD.T - FLOOR 2, NON-POLISHED /6a _ - - _ T- - GRAB BAR - P0.T-2 !- 21 -112"- Qu(TILE EAST WALL ONLY) _ - ARRY TILE 6 X 6" OT�-I DETAIL 5 DETAIL ELEVATION TOILET ROOM 1,/z„-1 ,_0” 109 Ili = -0 1/4" CHERRY PLYWOOD FURNITURE GRADE PLAIN SLICED N0. REVISION/ISSUE I_ DATE GLUE/SCREW M D 0 TO __� ENCLOSE DOWNLIGHTS - SHELF W/ - 13" DEEP GYP. BD. 1/4" REVEAL FURRING. GLUE ONLY ( T -- WITH WOD TO MATCH DQWNLIGHTS SOFFIT (PAINT BLACK) - I --- -- - - . SHELF'--...__�_ I FINISH PLYWOOD- �� TO . MDQ I i -, _ I _.. _ , I -FO INC TRIM OPENING TO MATCH RANGE HOOD 2 /q MDO - . - B LD TYP, DOOR CASING EA. SIDS, ` DOORS { ' C0NSTRUCT10N o (2)-5/8" TYPE „X„ �� , DOCUMENTS . GYP. BD. \ i [ lI OPEN PASS THRU = 1 � � \'� BEYOND f SHELF o - i L- 6" BACKSPLASH ° ____ Y4"SINK J` I •• ' . l f FURRING C �� - - --- � � KEY PIAN ' COUNTERSINK AND _ 11/z" THICK TOP �- _ t PLUG CHERRY BASE 4" PASS-TF12U TO WALL BASE COUNTER CHERRY BASE INTERIOR.,- AND MILLW R ,1 2,w0„ �5'-5" �,j' , DOORS TO BE IDENTICAL TO V �. DETAILS -81-2 i � � . I CABINET DOORS. ---MILLWORK _.. COORDINATE — 4" BASE USE SOSS TYPE HINGES TCC PHH AS NOTED 1 14 ui W/ STOVE AND %/�f;• BETWEEN LEAVES REVIEWED 6Y; DRAWN.BY SCALE DATE' . { REFRIGERATOR -- _-- - - -- - OPENING ._-- • DETAIL ' l DETAIL DETAIL 6 ELEVATION �, ._o., 109A109" , VLO9 ,I/Z,.�,,_o„ 10 N.T.S. 109 '/4 ;. . r 7 S-1 10 x20 CONTINUOUS -- IiIIi{ w� IiII (I _ ` II BREACKOUT AND REMOVE STRIP OF EXISTING CONCRETE SLAB, ASCONCRETE FOOTING 8 wx12 d THICKENED EDGE REQUIRED FOR NEW PLUMBING/PIPING G# ' ,:. W/ 1 --#5. CONTINUOUS ISI SAWCUT, JOINT I I �. I SAWCUT JOINT ! ! r,, Yk ,,� ' ), I _ DRIL 6" AND EPOkY 2pcs j I � , , , ti, , ..: , �,yw,}� ;: I ( 4 CONCR�lE I SLAB ON GRADE W/ _I : ,14 r` '3{'f2` STEP ': I ► I 6x6 WL1 ,4xW1 . 4 WWF OVER 6MIL #5 x 2'- 6" INjTO (XISTING VAPORI BARRIER, OVER TERMITE CONCRETE FOOTI G ITYPICAL I ►.., ,t I c,A TkEAIFED COMPACTED FILL 2 ILO ATIONS) i CLIENT i i d P„r I Fa 7 t ) f/ , I I I I I CITY I • 1 � � , y4 I.. I 1 —#4 x 3 —0 REINFORCING , I AILANT SAWCU� s AT INSIDE CORNER I t L. _� [C BEACH . ' CAL 10 LOCATIONS I I � � II _ ____ i 800 Seminole Read ,u: . .'r � I I (TYPICAL } ; I I - 10 dx20 w THICKEAED I Atlantic Beach FL 32233 .; , i .. SLAB W/ 2._.. #5 I � 7 --� 5 I t I I `' �-- — _ I I CONTINUOUS I ARCHITECT , �ti. I I z 8d"x16"w THICKENED I TAT CHAN ., t'S ;., 4 I I -� ► EDGE W 2— 5 I ARCHITECT A►..i: ......La:;ipjti..� � # 310 Country Club lane , CONTINUOUS Atlantic Beach FL 32233 'w .. I. '5AWGUT , AR 13709 ). 4r �a 'JOIN , STRUCTURAL ,` Q ,^ ,• . ;,� SLUM _ _ _ __ I CHRISTOPHER KATIE I I I ,SAWCUT JOINT CONSULTING ENGINEER r +1 t 4c. t ,,, , 4 I Beach, FL 32250 a�. 4 L' " Pe 36802 1 5 o I I - -- - - 4" CONCRETE SLAB ON GRADE W/ t`_--- fI �. . , , I S_-1 i 5a� I I I 6x6 W1 .4x 1 .4 WWF OVER 6MIL I M P. BLUE HERON (. I. I SAWCl1� ,, -� ,, I j j VAPOR BA RIER, OVER TERMITE ; ii t 1 .� TREATED COMPACTED FILL ^- I \ INC 6 1'„j �,� X011 ' ; r � CONSULTING, ` < I I I 362 Osceola Avenue S-1 y I ; I I I” I Jax Beach, FL 32250 I 36120 wI N I DRIL 6 AND EPDXY 2pcs �\ ELECTRICAL I ISAW UT =;;." ,: I I 2 6x2 _ 6 xl — 0 d "l 5 x 2 —6 INTO EXISTING T �` # I \ \ HADDAD 2 JOINT?` MON LITHIC CONCRETE S�• i i I CONCRETE FOOTING (TYPICAL I ENGINEERING, INC, 'TOUTING W/ 3- #5 I 11 I \ EACH WAY I I 2 \LOCATIONS) I \ 2955 Hartley Road )> I _.._ I JaCI(SOt1V i Ile, Fl 32251 I (, DROP SLAB 3 TO I _ __ _ _ _ _ --- _ - __ d rr ` - �i SAWCUT JOI T I \ \\ 31987 { I I RECEIVE BRICK PAVERS I� 2 -�0 x2 61 x1 U d CONCRETE FOOTING W/ 13- #5 EACH WAY STEP. I . L.. _ - - - _ _ ___ - - _ _ _ �. _ _ ---- _. - - _ - - __ �.. _ _ .� _., ._ __ __ __ __ -._ - __ _ _,_ -_ -- -- -_ _. . . __ _ _ Q I I I 1 I 1 Q� ( CMZ � � W UZ ( Uz 7 � �— d Com) ~ I UZ t < O , � O 0 O , � O S-- 1 � O � O � 0 D < 0 - - �r— I - — r t_< rm , 6q r I —i r .. 0 I I 1 I l I [ I , - -- ...__.I I L_....._------- -i I L --.--,. -- -i ! L ._..,.._ -- -- - - -- i ' L— _... - - - ---r.—i ' L —.--.� — -- J ' L ---_-_ - - - _...._.. --J I L— _.._.. ---_.._. —_J ' L - - - - � _ — —_ J L —_ T _ — � � — �J ' L __.�— _ _ � J p ❑ [ ) [ ) L1 E C 7 L [ 1 [ 1 [ 1 ❑ El 8"wx12"d THICKENED EDGE 2'-6"x2' 6" MONOLITHIC CONCRETE SIMILAR , „ _ W 1 -- 5 CONTINUOUS FOOTING W 3-- 5 EACH WAY 2"x6" 8 wx12 d i1-IICKENED EDGE # / # 2x6 P.T.P1- SYP #2 SILL �- W/ 1 -- #5 CONTINUOUS , TYPICAL 18 LOCA TIONS I ' �1, '"j" PLAN- ( PLATE W/ /z „0x10" ANCHOR S-- 1Oltl V A I ION. BOLT @ 24" O.C. W/ UPLIFT CONN. 2"x6" SPF 2 SYNODS C�?„ AT TO & L30TTOM16” OC, SEE PLAT PSCALE: 1 /4„ 1 ,-0,! 1x1 x /8 PLATE WASHER - 4 CONCRETE SLAB ON GRADE OF STUDS, SEE SCHED. 4"x4" P.T. SYP No.2 POST W/ -\- -�' __ W/ WWF 6x6 W1 .4xW1 .4 OVER 2x6 P.T. SYP 2 SILL PLATE 2"x6" SYP No.2 - " # 1 c SIMP50N ABU44 / STEP AS PER ' �� " P z 6 MIL VAPOR BARRIER ON PT PLATE _ /z Ox8 ANCHOR BIOLT 3/4 „ DEEP SAWCUT w/ 1/2. 0 x 10 ' ANCHOR . 5/8 "0x12" ANCHOR -, — ARCH. PLANS TERMITE TREATED COMPACTED FILL © 32" O.C. W/ 2"x�2"x'/$ " W A�' BOLT 0. 24" OC w/ y BOLT SLOPE__„ - - SLAB ON GRADE, WASHED (EXP. BOL1F MAY c / EL �TOMCRIC 2 .x2 x /g PLATE WASHER 12 _-- --- -- SEE PLAN SEALANT 1 _# g 5 CONTINUOUS AT . _.x -x_- -- - - J E USED) SLAB ON GRADE, `•' ,. " CONCRETE "SLA B ON CONCRETE STEP I x .--- ---x----.-.--- x—_ .._.._x - T I -III==III.=I 1=i-i) SEE PLAN GRADE W/ WWF 6x6 .W1 .4xW1 .4 I II I- I I I- �, _ a --ter r=-- t r—=r ir—r I • , r _ I _ CMU STEM WALL, W/ __ _ _. d T x-�___,._-(y�x , n --.x-----x—..�_____—x .. ' NO, REVISION/ISSUE DATE OVER 6MIL VAPOR BARRIER ON 7111--- =�I I _ _ -:I I��;I ( I 1 -#5 VERTICAL DOWEL x x x -- x X - x TERMITE TREATED COMPACTED =1I I-� N_A 1"I =1 I III -I I I� I I I - - W/ STD 90' BEND INTO r FILL T.O.S. EL.+ 0,_0" , I," „ '-6„W x 2,-6„IL FOOTING @ 48” O.C. _� 1 4 �- T_..__... - --- 1 10"x20" x X_ x J - ARCH-PLANS - _ ~ BEND DOWEL OVER INTO 1 '_8” NOTE: r SAWCUT CONCRETE SLAB WITHIN E THICKENED 4 O 12 HOURS OF CONCRETE PLACEMENT T - " ,ST M WALL C 2'-6"x2'--6" MONOLITHIC - SLAB AND LAP 25" MIN. SLAB W/ _ `C � ❑ N S T R U C T I El N 8; CMU E FOOTING W/ 3 #5 2 SECTION w WWF INTERIOR BEARING WALL SAWCUT SLAB , 1 YPICAL W/ 1-#5 VERTICAL DOWEL GRADE EACH WAY TYPICAL 18 3 / 2--#5 CONT. - DOCUMENTS W/ ' STD 90- BEND �- ( S- 1 SCALE. /4 1 -0 48'' LOCATIONS) 10'"x20" CONTINUOUS 4 SECTION 5 SECTION INTO FOOTING @ 0 C -- BEND DOWEL OVER INTO SLAB - --- �- - - CONCRETE FOOTING W/ ` I I - 2-#5 CONTINUOUS �_i SCALE: 3/a " = 1 ,_0., S- 1 SCALE: 3/a " = 1 ,-0„ AND, LAP 25 MINIMUM w/ WWF . - VERTICAL REINF., ., • . - 0 8" STEM WALL, -. SEE PLAN 4" CONCRETE SLAB ON GRADE SEE PLAN • v W WWF 6x6 W1 .4xW1 ,4 OVER KEY PLAN / BRICK - 4" CONCRETE SLAB 3" L AR 24" MIN LAP 6 MIL VAPOR BARRIER, ON ON GRADE 6 MIL -- TERMITE TREATED COMPACTED FILL VAPOR BARRIER ON W/ CONTINUOUS 1 _0 TOP OF SLAB SET -8„ 1�„ 20„ GO ,-- — x CONTINUOUS "; `1~� �� . ,, ' . FOOTING REINFORCING TERMITE TREATED CONCRETE FOOTING W/ ;a ` ":'; {,,`tr.'r'1�' ',, ;� _ -- _ _ DOWN 3 RECEIVE COMPACTED FILLFOUNDATION 2-#5 CONTINUOUS X -x rr BRICK PAVERS -0 1 PEA N 1 SECTI ON AT FOOTING EXISTING FOOTING FOOTING & REINF., ��r_ -rrl-=T_d wI X —xJ _ — °Q SEE PLAN III I I==1 I I� ,- EOI-177 PRB 1/4'=I'-O' I-Ia-02 AND STEMWALL REVIEVED BY+ DRAW BY SCALE DATE S-1 SCALE, .: 3/4" 1'—p" -- DRILL 6 & EPDXY 2 PCS #5 2 x 2,-6„ LONG INTO EXIST FTG 2— #5 CONTINUOUS —( #5 x 7'-0 _ NEW FOOTING INTERSECTION Wl EXISTING -- - " , AT CONCRETE STEP 3 SECTION W/ 3-#5 HORIZONTAL SECTION SECTION 3/ „ 1 , 0„ SCA 3/ " 1 ' 0" SCALE 3/ „ 1 , 6„ _ S-1 SCALE: 4 — S - 1 5 4 — S-1 4 cern - SHEET I,OF _ -- , : LSWT� V2 „ . STEP � I _ D I REC -i- OR ' S V O F F I CE SSW=1 OFFICE74 ❑ WK, RM. � ,. q- � QN Q N TOILET p c� I OFFICE ryu 0co ED z Z z ¢ LY Q CLIENT I R] Ld m Cy (Y CITY OF >{ Cl - ❑ ATLANTIC BEACH f ❑ „ cn BOO Seminole Road 2pcs 2" SPF No.2 " ` Atlantic Beach; IL 32233 _. .. STUDS AT EAM BEARING II TRIPPLE 2"x12" SYP 2pcs 2x6 SPF No. DBL 2 x12 SYP NO.2 �� NO.2 HEADER BEA r' TUDS AT BEAM BEARIN ii HEADER BEAM ( YP. EACH SIDE) i ARCHITECT (TYP. EACH SIDE) TAT CHAN i ❑ ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 p ❑ AR Iaraq r O W❑MENS DRESSING WZ COMMUNITY WIz0 - T ❑ T STRUCTURAL ,. R❑❑M F- ` I L z ¢ _ i CHRISTOPHER KATE k �/ „ ST O m co fi E CONSULTING ENGINEER O400I< T T C H E tr 1 Jn Beach l FL 32250 a MENS GALLERY PE 36802 ❑ 2pcs 2x6 SPF No.2 T ❑ I L I_ T ❑ STUDS AT BEAM BEARING " ` (TYP. EACH SIDE) GREEN IP E 'x YP N .2 BLUE HERON ❑ R 1111 M H D CONSULTING, INC { ...._.._. ��__ _ _ _ _ _� ..__.�� ___� F-1 �_ 2pcs 2"x6" SPF No.2 " , 3b2 Osceola Avenue ST SAT BEAM BEARING Jax Beach FL 32250 iuuuuu „ 3pcs 2 'x6” SPF No. _ �� 1 (TYP. EACH SIDE) T1 a6lzo (3)2 x10 SYP No.2 UPSET a STUDS AT BEAM BEARING I 1 c SIMPSON HTT22 J E�EcrRICAL I ❑ HEADER OVER SLIDING II J ❑ -T"YP. EACH END) �� ¢ IiABDAD ( DOOR WELL �� -- � � i, w ¢ TRIPPLE "x12" SYP --- F- -`I o J ENGINEERING, INC, a „ i W I 2955 fkrtley Road V2 S T ' ' .2 5 x 11 .2 5 2.0E )ill r z N 0.2 HEA ER BEAM I, rr Jacksonv i l I e, FL 32257 PARALLAM PSL II °� 3I9s� HEADER BEAM „ S T ❑RAGE j 1� w z N D ESSING z � ' - CLOSET WQ Lj 14 CID 01 � o Z-z. ._.-- — �-_ 0 0 C . 1 Q [S _ 1] 0 W�.11k----1] �/ „ STE - 1pc SIMPSON I-ITT22 2 4"x4" P. SYP No.2 POST 3pcs 2"x6" SPF No. W/ 1 "x—" TRIM WRAP ( TYP) STUDS AT BEAM BEA ING (TYP. EACH END) D � ❑ ❑ ❑ p p ❑ ❑ O ❑ ❑ ❑ . 1 SHEARWALL FLOOR FRAMING PLAN S- 4 SHEARWALL SPECIFICATIONS INDICATES INTERIOR BEARING WALL FRAMED W UPLIFT CONNECTOR AT / 2"xfi" SPF #�2 SW-1 INSTALL /2 CDX PLYWOOD SHEARWALL SHEATHING OVER 2 X 6 TOP AND BOTTOM OF STUDS 16 O.C. SPF#2'.`STUDS,`AND FASTEN WITH 8d COMMON WIRE NAILS @ 3" "� EACH STUD, SEE SCHEDULE S 2x4 BLOCKING AT ALL 1 AL INTERIOR OA .o.c. EDGES AND 6 o.c, FIELD. INSTALL SPF#2 BLOCKING AT ALL SIMPSON SPH4 AT ) L 0 LOAD HORIZONTAL JOINTS, INSTALL ONE PIECE SIMPSON HTT22 AT EACH STUD. TO HORIZONTAL JOINTS IN BEARING WALLS SHALL BE TOP PLATE WALL SHEATHING " " EACH END `�OF' SHEARWALL SEGMENT. FASTEN THE HTT22 WITH CONSTRUCTED W/ DBL 2x6 5/8 "�sx12" ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. N BE OF FULL 3 PCS SIMPSON CS16, 40" LONG SYP No.2 TOP PLATE, 2"x6" F11- GHT STUDS SPF No.2 STUDS @ 16" O.C., SW--2 IN V CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER EA'-FI IDE OF — EXTERIOR WALL FRAMING " " NO. REVISION/ISSUE DATA AND 2x6 P.T. SYP No.2 2" X 4" SPF#2. STUDS AND FASTEN WITH -8d COMMON WIRE NAILS 0 N!N SEE BOTTOM PLATE, MINIMUM. P N R SCHEDULE ® 3" o.c;' EDGES NAND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING - /2 " CDX PLYWOOD INTERIOR SHEAIRWALL 2) ALL ROOF BEAMS SHALL - HEADER, SEE AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 �� -� f SHEATHING FASTENED TO STUDS BE 2.0E PARALLAM PSL PLANS AT EACH END: OF SHEARWALL SEGMENT TO INTERIOR CONCRETE w/ 8d COMMON WIRE. NAILS @ 3 OC BEAMS AS MANUFACTURED BY SLAB. FASTEN THE HTT22 TO THE INTERIOR .CONCRETE SLAB WITH REAC ION A HOR EDGE AND 6 OC FIELD TRUSS JOIST OR EQUAL. 5 "0x12" ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. HEADER STRAPS, EACH END 0 SHEA ALL A CONSTRUCTION /e SEE UPLIFT SCHEDULE SEGM NT AS ER S MEDULE /2 CDX PLYWOOD EXTERIOR SHEATHING FASTENED TO STUDS DOCUMENTS INDICATES ONE PIECE SIMPSON HTT22 - ROUGH OPENING �� w/ 8d COMMON WIRE NAILS @ 3" OC SEE ARCH EDGE AND 6" OC FIELD - INDICATES THE - NUMBER OF FULL HEIGHT 2x6 STUDS EACH SIDE OF THE -- 2x4 OR 2x6 SPF#2 STUDS @ 16" OC THE WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT CLIPS OR CRIPPLE ! �r DOUBLE STUD EACH END FIRST SHEARWALL STUD STUDS EACH SIDE MINIMUM. HOLDDOWN AT STUDS OF SHEARWALL NAILED TO EXTERIOR "NOTES—. FOUNDATION, SIM SON S - 1-14 AT WALL FRAMING w 16d �\ KEY PLAN Sl EE DETAIL 2/S-4. FOR TYPICAL SHEATHING NAILING PATTERNS. SEE SCHEDULE EA STU TO — EXTERIOR WALL w/ /2 0x10 / / /� COMMON WIRE NAILS =� 2). SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. BO OM PLATE / ANCHOR BOLTS C� 24 OC W/ 2x2x'/a " WASHER 8" UC EACH SIDE _ EXTERIOR WALL � SHEAR „ LATERAL R ANCHORS: DRILL FRAMING AND SHEARWALL FLOOR EXTERIOR HEADER SPAN TABLE AND STUDS _------------ ------------ AND INSTALL /2 Ox8 WEDGE WALL SHEATHING FR AM t RI G PLAN HEADER BEAM WINDOW/DOOR 2x6 JACK 2x6 FULL EXPANSION ANCHORS w/2 0 MAX OPENING STUDS HT STUDS INTERIOR SHEARWALL WASHERS d 32" OC FRAMING AND STRAPING SECTION A--- A E01-ED PRB 1/4'=i'-o' 1-14-02 �%xl 0 SYP- NO.2 3,-0„ 1 2WA OP TNGOVER CONCRETE SLAB REVIEVED Dri DRAVN BY SCALE DATE x10 SYP N0.2 s --0 2' 3 AT TYPICAL LL EN (2)2x10 SYP N0.2 10'--0" PORCH 4x4 4x4 POST 2 �1) . TYPICAL HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN ri DETAIL 2 DETAIL SPLICE 2"x10" . HEADERS TOGETHER W/ 3ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH WAY S2 SCALE NTS SCALE: NTS Ocean, g�V�. SHEET 2 OF 4 3pcs 21/.x61' SPF No.2 STUDS AT BEAM BEARING 1 pc SIMPSON HTT22 OVERFRAME W/ 2"x8" (TYP. EACH END) NOTE: SYP No.2 OVERFRAMING ADD 2pcs SIMPSON H2.5 CLIPS FROM EXISTFING RAFTERS ® 116" O.C. W/ RAFTERS TO EXISTING DOUBLE TOP PLATE lAT ALL 2"x6" SYP No.2 COLLAR I 1 pc S MPS N I 1 - 5. _5"x11 , 5" 2.� PAf ALL M I I RAFTERS AFFECTED BY NEW ROOFS OVERFRAMING TIES @ 16" O.C. 1 HTT 2 1 { PSL HEADER �9AM 1 { H NDER BM , �► 11 �► Irl L AD EEARING W LL/ READ R I La BEAM E O { II X� w { { 1 1 ► 1 1 1 1 ► 1. CLtENT Nw 1 _ 1 ► 1 ► it 1' ; ' JLI _JL _L CITY T { ATLANTIC BEACH wr' . GIRDER OW - I R OF I 1"Cf cin TRUSS AtlanticBeach, RL 32233 { 1 4/12 , � I - r VER RA E W 2„x CK (I%7 S P N0 .2 OVERFRAMING 1 ARCHITECUj T II w ca 0f RA TER @ 6 .C. / I TAT'CHAN. N a 1- 2" <6" YP h o.2 ,OLL R ARCHITECT © { 12 0„ { TIES ® 1 O.C. I 310 Country Club Lane Ca ( U U 2 © Atlantic Beach, FL 32233 1 r AR 13704 o' - - 10 I!5 I { { LJ STRUCTURAL II I I CIR[STI)PHER KATHE - N om. � CONSULTING ENGINEER x� I - -- UJ LU 7 FOR Tf USS PROFILE, SEE 400 Osceola Avenue j �� 1 V) ' I -- Jaz Beach, FL 32250 z w Y- - - -- T ANS ERS SE TION ON w U { ARCH ITEC URA SH ET 106 GIRDER I 1. PE 36802 . I U) bd -D Q ___ �- r� M L P. I TRUSS LJ I ril I ~ I I . I C- BLUE HERD! LL_ ( - - - p - # CONSULTING, INC L. II om { r { ROOF PIT LH: t 1 362 Osceola Avenue N x( -//121 --- N 1 -//12 1 - 1 Jaz each, FL 32250 o ^o P EE GIN - ERE[ WOOD P E E GIN ERE WOOD 36120 � i Z. NQ I MA FCHI EXI TING ___ ROOF F - TFUSS © 2' 0" D.C. ROOF T USS C� 2' 0" D.C. ELECTRICAL fi aG � 1 INSTALL 2"x4" SYP NI0.2 { HADDAD �� ENGINEERING, INC. - AT FIC CCE S SEE 2955 Hartley Road f . `� X-BRAC S 48 O.C, f L AD E RI G W LL/ --IEAD R Jack50nv i I l e; FL 32257 } AR HIT CTUf AL LAN. N o ► ; AS PER ST UCTURAL f BEAM ELOVI DETAIL N HEET S- 4 jj I 31487 f II xw I -- r F 1► 11 I 1 11 - -� � I ( ' I _ II i " 1 ► 1 ,�- 1 pc S MPS N 5. _5"x11 . 5" 21. PAf ALL M 1 ► ► 1 1 ► II PSL HAD E� M HTT 2 VJ f 1 1 1 t 1 I I L s LJ 3pc 2"x „ SRF N 2 c IMPS N HTT22 L -� I.. P XIk STUDS T BEAM EAR! G NB w No TYP. EACH END) N� ` it 17 " 77 1/ ,1 77 " r 17 ,1 71 /) 7 11 11 11 r! !, ! 112)2 x o )2 10 )2x o )2 x o ( )2 x o (2)2 10 (2)2 x10 2)2 10 2)2. 10 1)2 x10 H ADER BM H ADE BM HR DER BM HE DER BM F DER BM HEADE BM HEAD R B H ADE BM H ADE BM H AD - RB -.- 4"x4" P.T. SYP No.2 POST BELOW (TYP) 2"x10" SYP No.2 ROOF RAFTERS C� 2'-- 0" O.C. FRAME SN-IED DORMER SIMPSON A35 HURRICANE R00E FTRAMING PLAN WALLS W/ DBL 2"x6" ! CLIP, SEE UPLIFT PRE---ENGINEERED SYP No.2 TOP PLATE, I' 2"x10" SYP No.2 CONNECTOR SCHEDULE SCALE: 1 /4 - 1 �0 „ „ RIDGE BEAM -- GIRDER TRUSS, ATTIC TRUSS 2x6 SPF No-2 STUDS !. © 24" O.C. @ 16" O.C.. 2"x6" SYP ` ° 27,x877 .;SYP No.2 SEE ROOF FRAMING -- PLAN - No.2 BOTTOM PLATE \ „ °° OVERFRAMING RAFTERS OVERFRAME W/ 2x8 SYP t -- (3)2"x8 SYP C� 16 O.C., SEE ROOF No.2 RAFTERS @ 16 OC, HEAVY DUTY STRAP 4pcs- 16d COMMON -\ - I I FRAMING PLAN W 2x6 SYP No.2 COLLAR BEND STRAP - ANCHOR, SEE UPLIFT WIRE NAILS FROM I I No.2 HEADER NC), REVISION/ISSUE DACE '/2 " CDX PLYWOOD / OVER TRUSS '' :; CONNECTOR SCHEDULE TRUSS TO 2"x8" i ABOVE i TIES W/ 8pcs--12d COMMON j. ROOF SHEATHING NAILS EACH END @ 24" OC. AS NEEDED BLOCKING--EACH I - 2"x12" SYP i END I I No.2 RAFTERS 1 ROW 10d _- -_ 2"x10" SYP No.2 LEDGER, I I @ 16t7 O.C. COMMON NAILS FASTEN LEDGER TO ROOF --- ALLTHREAD CONNECTOR ° ° ° IF REQUIRED. I I I I [INSTRUCTION ° ° ° ° ° ° ° Q 3 OC THRU PLYWOOD DECK W/ I I x - s 3pcs-- 16d COMMON - l � �- 2-#12x3 /4 ROOF GRIP WIRE NAILS FROM I I I I I I DOCUMENTS 2x6 SYP N,o.2. COLLAR TIES w/ I 6 X 8= 124 MAILS EACH END C�] 16'' O.C., SCREWS W/ 1 DIA. WASHERS - MATCHING STRAP TRUSS TO 2x6 ��----� I - '/2 "� RODS, z FRAMING PLAN \` AT EACH EXISTING TRUSS BELOW TO CREATE FLAT BLOCKING NUTS, AND SEE ROOF FR L INTERSEC FION w NOTE: COLLAR TIE TO BE LOCATED PRE-ENGINEERED WOOD `\ CONTINUOUS LOAD 2"x8" SYP 2q„ i WASHERS AS RIDG = NO HIGHER THAN 2/3 THE TOTAL ROOF TRUSSES 24" `�- 1pc SIMPSON H2.5 . PATH TO FOUNDATION No.2 BLOCKING PER FOLDING 1pc SIMPSON f7 71 , PARTITION 0210 FACE MOUNT "' HEIGHT OF THE , RAFTER O.C. OR EXISTING W/ 8 8d COMMON NAILS 2x6 SYP No.2 -- RAFTER �` RAFTERS @ 16" O.C. FROM RAFTER TO LEDGER ANCHOR STRAP AT -. DBL OR TRIPLE FLAT BLOCKING 16d MANUFACTURER HANGER AT RAFTER KEY PLAN BEARING OVERFRAMING RAFTER __ CONITINUOUSRLOAD 2"x4" POST COMMON WIRE NAILS FOLDING PARI-I-ITION AND L L TO GIRDER TRUSS LEDGER DETAIL AT OVERFRAMING RAF TER PATH FROM GIRDER SILL PLATE AT © 6 O.C. TRACK SUPPORT GIRDER TRUSS 1 DETAIL . TRUSS TO FOUNDATION FOUNDATION SLABDETAIL ❑ ❑ F� F- RAMING r 2 4 DETAILSCALE: NTsSHED DORMER ROOF �-3SCALE: 3/47, 1 ,_o!, PLAN Imo_ S- 3 SCALE: NTS FRAMING PLAN ANCHOR BOLT, EXPANSION 4 ' " ' I E01-177 PRB 1/4 -1 0 1-14_0 71 BOLT OR ALLTHREAD CONNECTOR ��- 2"x6" SYP No.2 FL-AT REVIEWED BY, DRAWN BY SCALE DATE STRAP ANCHOR FROM ±12'-0" TO MONOLITHIC FOUNDATION / BLOCKING 16d COMMON -•-- r I-RUSS TO FOUNDATION � WIRE NAILS @ 6" O.C. NOTE. DESIGN. BOTTOM CHORD F0 ATTIC �� __ 1/2 "0 RODS, NUTS, AND TRUSS FOR 20 PSF DEAD LOAD 3 DETAIL FOR HVAC AIR � HANDLER, EQUIPMENT ATTIC TRUSS PROFILE }(_ X WASHERS AS PER FOLDING S-3 SCALE: NTS PARTITION! MANUFACTURER Ocea4A Vb SHEET 3 OF 4 J r STRUCTURAL NOT-ES: 1/2 COX cox PL.YWooD ROOF UPLIFT CONNECTOR SCHEDULE SHEA-THING. FASTEN w/ 8d COMMON WIRE DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD 12 L NAILS ® 4" O.C.EDGE AND 6" O.C. FIELD. MEMBER SUPPORT SIMPSON CONNECTOR BUILDING CODE. WIND) DESIGN PER SECTION 1606.2 r • - 7 , r 1. LIVE LOADS PRE --ENGINEERED WOOD ROOF COMMON TRUSS: DBL TOP PLATE NMTS1 MTS12 Q3 1 H16 UNIFORM LIVE LOFADS TRUSSES ® 24" O.C., FASTEN -- '/2" COX PLYWOOD SOFFIT DIAPHRAGM W 2 cs HEADER BEAM 2 QR 1�H16 FLOOR 1 QU PSF TO DBL 2x6 PLATE / p SHEATHING. FASTEN w/ 8d COMMON WIREINTERIOR BEARING (2)MTS12 ROOF 20 PSF 12d TOE NAILS EACH SIDE OF NAILS CCD 6" O.C.EDGE AND 6" O.C. FIELD. ROOF TRUSS 3/4" COX PLYWOOD ROOF 2 �(� GIRDER TRUSS: DBL TOP PLATE (2)HTS24 2. WIND LOAD BASIC 110 MPH - { SHEATHING FASTEN W/ SYP No.2 RAFTERS SEE SECTION 1/S-2 IMPORTANCE FACTTOR 1.0 lOd COMMON WIRE NAILS ® 24" O.C. HEADER BEAM (2)HTS24 MEAN ROOF HEIGHT 22.0 FT CLIENT ROOF PITCH 7/12 , (30.3 DEGREES) ' ® 4" O.C. EDGES AND 2"x10" SYP No.2 RIM BOARD GABLE END TRUSS: DBL TOP PLATE 1)MSTA24 C� 48" O.C. AND EACH END VELOCITY PRESSUFRE 27.6 PSF CITY aF 6" O.C. FIELD ATLANTIC BEACH RRICANE CLIP W/ 4pcs 12d COMMON WIRE 2"x4" OUTLOOKER GABLE END TRUSS 1)H2.5 WINDOW DESIGN PPRESSURE 41.0 PSF NAILS INTO EACH RAFTER 800 Seminole Road 5HED D M R NVE T A FRAMING: TRESSES:C ECTOR SCHEDULE' . ALLOWABLE UNITAtlantic Beach, FL 32233 SHED DORMER RAFTER DBL TOP PLATE �1�MTS12 A) CONCRETE - [DESIGN AS PER ACI 318 LATEST EDITION 8-,12d COMMON WIRE NAILS RIDGE BEAM 1 MT512 SLAB ON GRADE Cc = 3000 PSI GIRDER TRUSS (1)U210 CONVEN FIODNAL SHALLOW FOOTINGS f'c = 3000 PSI nRaIITECT FROM RAFTER:,TO TRUSS TUP PLATE EL +12 -�0 SEE ARCH PLANS DBL 2"x10" SYP No.2 ALL OTHER' CONCRETE (U.N.O.) f'c - 3000 PSI TAT CHAN (2)2x6 SYP #2 1pc SIMPSON - HEADER BEAM TYPICAL CONVENTIONAL ERFRAMING: ARCHITECT TOP PLATE MTS12 UPLIFT B) REINFORCING STEEL - ASTM A615 GRADE 60 CONNECTOR EACH OVERFRAMING RAFTER LEDGER 2)H2.5 310 Country Club lane t RAFTER 4pcs SIMPSON MSTA24 STRAPS RIDGE BEAM �1)A35 C WELDED WIRE FFABRIC - A Atlantic Beach, FL 32233 CLIP FROM DOUBLE TDP /2" CDX PLYWOOD SHEATHING FROM PORCH HEADER BEAM ) E STM A 18� (NOTE: INSTALL 0yERFRA ING LEDGER BOARD TO TR SSES OR EXISTING RAFTERS W/ AR. I3749 PLATE TO STUD SEE NAILED w/ 8d COMMON WIRE TO 4"x4" POST y„ ,. UPLIFT CONNECTOR @ 3" • OC EDGE AND 6" OC 2 ROWS #12 x 33/4 ROOF GRIP SCREWS W/ 1 WA. HER AT EACH INTERSECTION) D) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION STRUCTURAL, .SCHEDULE FIELD (FOR NAILING AT PORCH F RAMIbI COMPRESSIIVE STRENGTH f'm = 1500 PSI c� SHEARWALLS, SEE SCHEDULE. 2"xIO" PORCH RAFTER PORCH HEADER BEAM 1 MTS12 C11RlSTOPHER KATHE 2x6 SPF #2 . STUDS @ 16" OC o FOR LOCATIONS OF SHEARWALLS, DBL TOP PLATE �I MTS12 E) SOIL BEARING I(DESIGN MAX:) 2500 PSF CONSULTING ENGINEER SEE FLOOR PLANS) PORCH HEADER BEAM 4"x4" POST 4)MSTA24 400 Osceola Avenue F ALL DIMENSIONI LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 c=� 4"x4" POST FOUNDATION �I)ABU44 ) Jax Beach, FL 32250 OR BETTER, WIVFH AN ALLOWABLE BENDING STRESS IN ACCORDANCE PE 36002 INTERIOR BEARING WALLS WITH NATIONAL_ DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 4 Ld DBL TOP PLATE STUDS (1)SPH6 ® 16" oc BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS ,SHALL H P STUDS BOTTOM SILL PLATE (1)SPH6 0 16" oc BE SPF NO. 2 (UNLESS NOTED OTHERWISE). BOTTOM SILL PLATE FOUNDATION DRILL AND EPDXY BLUE HERON - 4"x4" P.T. SYP "OxS" THREADED STUD OR 4. UNLESS OTHERWISEE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER CONSULTING, INC No.2 POST w/ 1�2 1.Ox8" VYEDGE EXPANSION ANCHOR FOR REINFORCING SHALL BE AS FOLLOWS: 362 Osceola Avenue o 1"x-." TRIM WRAP w/ 2x2x'/8" WASHER © 32" O.C. FOOTINGS 3" Jax Beach, FL 32250 INTR. HEADER TO 5'---0" JACK STUDS (2)MSTA24 EACH SIDE SLAB ON GRADE CENTERED aslzo N HEADER 6'-0" TO 12'-0" JACK STUDS (3)MSTA24 EACH SIDE 2x6 P.T. SYP #2 SILL PLATE 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE ELECTRIC& w/ 1/2"0 x 10" „ANCHOR 4" SLAB ON GRADE W/ - EXTERIOR LOAD BEARING ALS TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS BOLT ® 24 OC w/ WWF 6x W1.4xW1.4 OVER 6 MIL DBL TOP PLATE STUDS (1)SPH6 ® 16" oc AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD HADIIAD 2"x2"x' e" PLATE WASHER VAPOR BARRIER ON TERMITE ,. / STUDS BOTTOM SILL PLATE (1)SPH6 ® 16 oc SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING TREATED COMPACTED FILL , ENGINEERING, INC. BOTTOM SILL PLATE FOUNDATION /2 0 x 10 ANCHOR BOLT w/ OF CONCRETE. 2"x2"x'/a" PLATE WASHER © 24" U.C. 2955 Hartley Road 4'.' CONCRETE SLAB ON GRADE w/ - STEP AS PER - 1 pc SIMPSON ABU44 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL, BE AS ,lacksonvi Ile, FL 32257 HEADER TO 3 - 0 JACK STUDS 1)MSTA24 EACH SIDE . WWF 6x6 W1.4xW1:4 OVER 6 MIL AND /R" x12" ANCHOR FOLLOWS: 3t9a7 ' ARCH PLANS HEADER 4'-0" TO 6'-0" JACK STUDS 2)MSTA24 EACH SIDE VAPOR BARRIER ON TERMITE BOLT CONCRETE 40 BAR DIAMETERS TREATED COMPACTED FILL - -T-.0.5EL.+ 0 _0 ' _ HEADER 7'-0" TO 10'-0 JACK STUDS 3)MSTA24 EACH SIDE SEE ARCH PLANS SLOPE, 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR 12" UNS FABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. x x x x X X x x- x_.._--X x x.-._ �__x 1 -#5 CONTINUOUS AT NOTES_ I CONCRETE STEP 1) CONNECTORS ARE SIMPSON STRUNG TIE OR EQUIVALENT, 8" CMU STEM WALL - _ --�; `= � 2) SEE DETAILS TFIIS SHEET FOR TYPICAL APPLICATIONS- 9. PROVIDE ALL TEMFI'ORARY BRACING, SHORING, GUYING OR OTHER � I I I . r- ► `t► -- r� - • W/ 1-#5 VERTICAL DOWEL __ (=11 I I 3) USE THE FOLLOWIN(, FASTENERS FOR EACH CONNECTOR:, MEANS TO SUPF'OIRT STRUCTURAL ELEMENTS IN PLACE DURING W/ STD 90' BEND -) I-==� SLOPE AS PER - (II I�I VIII I I� H2.5 10-Sd HT T22 "Ox1 'L" ANCHOR BOLT AND CONS iRUC I LUN. _ / INTO FOOTING 48 O.0: ��IIh ARCH PLANS H16 12-10d 32-16d 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. BEND DOWEL OVER INTO SLAB it 2'---6"W x 2'-6 'LI- --��.ti I „ I 5 „ _..__ __�_ __ _. .___ ___ __� 1 _4 A35 12-E /Z ABU44 /e x12 ANCHOR BOLT AND SEE ARCF-II TECTUR,AL, MECHANICAL, ELECTRICAL AND PLUMBING AND LAP 25 MINIMUM w/ WWF 2'-6"x2'-6" MONOLI FHIC; SPH6 10-8d 12--16d DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC, WHICH ARE NOT FOOTING W/ 3--#5 MTS12 14-10dx'/ U210 16--1Odx'/z" SHOWN ON STRUCTURAL DRAWINGS. • T U � EACH WAY TYPICAL 18 HTS24 24-10dx �2 ' ( MSTA24 18-10d 11. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE 3" LAR LOCATIONS) RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, I PROCEDURES, OR SEQUENCES; FOR "THE ACTS OR OMISSIONS OF THE ,_8.. ---- 10"x20" CONTINUOUS CONCRETE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR FOOTING W/ 2-#5 CONTINUOUS THE FAILURE OF ANY OF TI-IEM TO CONSTRUCT THE WORK IN TYPICAL WALL SECTION 2x4 OUTLOOKER ® 24" U.C. ALIGN ACCORDANCE WITF-i THE CONTRACT DOCUMENTS. ONE OUTLOOKER w/EACH X-BRACE ONE STORY FRAMING 2x4 BLOCKING @ OR 2x4 BLOCK ® 48" O.C. 12. THE DESIGN OF THIE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR SHEATHING JOINT 4---12d "FOE NAILS ' THE SEAL. OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES 2x4 BLOCK CCA X--BRACE (2 EA SIDE) � --BLOCKING SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND 1 WALL SECTION , - TYPICAL 4- 16d NAILS- ROOFER SHEATHING - `- HURRICANE CLIP RECOMMENDATIONS FOR HANDLING, INSTALLING, AND BRACING METAL Ipc SIMPSON H2.5 PLATE CONNECTED WOOD TRUSSES, HIB 91." FOR OTHER BRACING S-4 SCALE: 3/4" = 1'-0" -- a EACH OUTLOOKER REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. ;SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONI-A(CT ENGINEER. .-2x4 X-BRACE _ © 48" O.C. 4- 16d TOP CHORD OF GABLE END ' EXAMPLE OF UNSUPPORTED (UNBLOCKED) TRUSS DROP 31/2" BOUNDARY OF SHEARWALL PANEL EDGE. UNSUPPORTED PANEL EDGE IS TYPICAL CONDITION UNLESS BLOCKING IS REQ'D ---,---- BRACE VERTICAL MEMBERS BY SCHEDULE OR NOTES. 4-12d (2 ES) TUE NAILS- - OF GABLE END TRUSS PER NO. REVISION/ISSUE DATE EA, END„ FROM BLOCK TRUSS MFR DETAILS . TO TRUSS TOP CHORD • 3-12d NAILS -__.__�.... _________ �. ` 12d 4" O.C. FROM 2 .. CDX PLYWOOD SHEATHING, TYPICAL AT LATEFAL BRACE TO FASTEN W/ 8d COMMON WIRE . - VERTICALS BLOC BELOW - NAILS ® 3" O.C. EDGE AND - .GYPSUM:. BOARD 6" O.C. FIELD. Go - CONSTRUCTION OR PLYWOOD ---2x4 S 48 O.C. =- SIMPSON MSTA24 ® 48 OC DOCUMENTS � I I . . . . . . .. . 4-16d NAILS - IF VERT NOT V 0 C V M N TS BOTTOM CHORD OF PRESENT NAIL SPACING AT GABLEEND TRUSS SUPPORTED EDGES, \- EXAMPLE OF -- 1'Ld TOE NAILS ® 8" O.C. SEE NOTES OR SCHEDULE PANEL EDGE w/ FROM TRUSS BOTTOM CHORD BLOCKING WHERE • ' TO DOUBLE TOP PLATE i REQUIRED BY 4 SCHEDULE OR KEY PLAN NOTES CONT 2x4x8' #2 SYP LATERAL BRACE `---(2) 2x6 SYP No.2 TOP PLATE • © 48" O.C. w/3-16d INTO EACH TRUSS - �---.5 UDS, ROOF TRUSSES, BOTTOM CHORD OR FLOOR JOISTS 2x4 BLOCKING ® 48" O.C. �- BETWEEN GABLE AND FIRST TRUSS SECTIONS A N D 2"x6",� SPF #2 STUDS [� I SIMPSON H2.5 ,0 48 O,C. FROM _ ® 16 U.C. DETAILS I NAILING TO INTERMEDIATE BLOCK TO DBL TOP PLATE L7 SUPPORT IS 6" OC MAX, LION PLATFORM FRAMING AT GABLE END TRUSS EOI-i» ARB I�4'=1'-0• )-'a-o� NAILING PATTERN FOR SHEATHING REVIEWED BY, DRAWN BY SCALE DATE ON ROOF, FLOOR AND SHEARWALLS DETAIL. 2 DETAIL S 4 SCALE; NTS, 5--1 SCALE: NTS I)Ce_ SHEET 4 of 4 i HVAC GENERAL- NOTES SPLIT SYSTEM A/C UNIT SCHEDULE EXHAUST. FAN SCHEDULE 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MAANUFAGTURER CERTIFIED DRAWINGS. VERIFY AND.PROVIDE DUCT TRANSITIONS _ .. UNIT NO. AHLI-I/GU-I -IlJ-2IC11-2 TO FURN15HF-D EQUIPWNT. FIELD VERIFY AND GOORDINATEE ALL DIMEN51ON5"BEFORE FABRICATION: UNIT ND. EF- EF-2 EF-3 EF-4 EF-5 O 2, VERIFY INSTALLED 5TRUCTURE PRIOR TO FABRICATION C)F DUCTWORK AND THE HANGING OF AIR'HANDLING UNITS AND THE HANGING SERVES WEST BLDG. FAST BLOC, TYPE IN-LINE CABINET CABINET CABINET CABINET OF DUCTWORK. COORDINATE ALL DUGTWOWK WITH J015T _%PAGING. SUPPLY AIR (CFM) 1800 2540 5ERVE5 COMMUNITY RM TOILET TOILET TOILET TOILET 3. 5EE 5PEGIFICATION5 FOR GAGES AND BRACING REQUIRE.MENT5 OF DUCTWORK. ALL DUCT 51ZE5 SHOWN ARE IN5106 CLEAR DIMENSION_. -- pUT51DE AIR (CFM) 4 AIR FLOW (CFM) 160 110 110 160 4. ALL DUCTS SHALL BE GROUNDED ACROSS FLEXIBLE CONJNEGTIONS WITH COPPER FLEXIBLE STRAP I/8 B l/2 WIDE MULTI=STR 50 120 ,� •. _ EXTERNAL 5.P. (IN. W.G.) 25 .25 25 -25 .20 Y ANDED EXTERNAL S.P. (IN. W.G.) 0.60 0.80 BRAID (#4 AWG) WITH FLAT LUG (3/I6" HOLE DIAMETER) AT`EACH END FOR ATTACHMENT. EACH FLEXIBLE 5TRAP SHALL BE 5" LONG. FAN DATA 5. ACGE55 PANELS IN DUCT WORK AND GEILING5 SHALL BEE PROVIDED FOR OPERATION AND MAINTENANCE OF ALL FAN5, HEA:TER5, CUENT HORSEPOWER (WATTS) 65 watts 75 watts 75 watts 85 watts 30 watts FAN DATA VALVES, DAMPERS, AND MEGHANIGAL EQUIPMENT. - CITY OF. , MAX. HORSEPOWER 2.4 2,9 DRIVE DIRECT DIRECT DIRECT DIRECT DIRECT 6. PROVIDE EACH AHU/CU 5Y5TEM WITH AN INDIVIDUAL THl~RM05TAT. THERM05TAT5 SHALL BE LOCATED AT 4'-6" AFF: ATTIC BEACH SPEED (RPM) 611 745 SPEED (RPM) 1094 1500 1500 1388 1185--�� 7. ALL DUGT5 AND PIPING SHALL BE IN5TALLED A5 TIGHT A5 P055113LE TO WALL5 AND BEAM5. 800,Seminole Road 8, FLEXIBLE DUCT CONNECTION5 SHALL BE PROVIDED ON ALL DUCT CONNEGTION5 TO FAN5 AND AIR HANDLING UNIT5. FLEX.5HALL BE . Afl+lntlC'°Beach, .Ft 32233 TYPE DRIVE DELT DELT MAXIMUM SONE_ 2.0 3.5 3.5 5.0 5.0 A MINIMUM OF 4" AND A MAXIMUM OF 8" IN LENGTH. VOLT5/PHA5E/HERTZ 120/l/60 120/1/60 12O/I/60 120/1/60 120/1/60 ARCHirecr VOLTS/PHA5E/HERTZ 208/3/60 208/3/60 9. IN51DE OR OUTSIDE OF DUCT V1518LE THROUGH GRILLE5, REGI5TER5, AND DIFFU5ER5 OR EXP05ED DUCT AND EQUIPMENT SHALL BE MANUFACTURER COOK COOK GOOK COOK COOK PAINTED FLAT BLACK. TAT..CHAN". COOLING DATA MODEL NO. GEMN-GN-180 GEMG-GG--140 GEMC-GG 140 GEMG-GG-160 GEMG-GG 120 10. ALL EQUIPMENT, PIPING, AND DUCTWORK SHALL BE 5UPPORTED A5 DETAILED AND SPECIFIED. ADDITIONAL 5UPPORT5 SHALL BE ARCHITECT PROVIDED A5 REQUIRED TO PROVIDE A VIBRATION FREE IN5TALLATION. 310 CoUfltty- Club Land TOTAL CAPACITY (Iv1BH) 68.2 65.4 NOTE5 1,2 1,3 1,3 1,3 1,3 Atlantic Beach, FL:32233 ' 11. PROVIDE AND IN5TALL IONIZATION TYPE SMOKE DETECTORS IN 5UPPLY AIR STREAM FOR FAN 5HUTDOWN ON AIR HANDLING UNIT5 (A5 SENSIBLE CAPACITY (MBH) 45.5 57.I NO_TES: SCHEDULED). 5MOVE DETEGTOR5 SHALL BE CONNEGTED TO AUDIBLE/V15UAL ALARM. PROVIDE ACGE55 FOR SMOKE DETEGTOR5 IN . m7 I. PROVIDE VIBRATION ISOLATION, DISCONNECT, BACKDRAFT DAMPER, 1 DUCTWORK. 50LID STATE CONTROLLER, AND WALL DISCHARGE GRILLE (51ZED FOR 220 CFM FOR EF-2 E EF-�3. s�tucnl �- ENT.-LVD. AIR TEMP. (Fd8/FWD) 79.8/66.6 55.1/54.3 75.9/63.3 : 5:5.9/53.4 :7. 7 LL GRIL E FOR EF-5. O BE IZED AT 60 CFM. 12. IN5ULATE THE BACKS OF EACH RETURN REGI5TER AND SUPPLY DIFFU5ER WITH A 2" THICK DUCTWRAP IN5ULATION. MINIMUMHEATING DATA 2. INR-VALUE , R-7. CHRISTOPHER.KATHE^ 3. INTERLOCK WITH LIGHT SWITCH. PROVIDE 10 MINUTE TI DELAY (ADJUSTABLE). CONSULTING ENGINEER. ...., _ I3. FLEXIBLE DUET CONNECTING MAIN DUCT TO SUPPLY DIFFUSER SHALL NOT EXCEED 10 FEET IN LENGTH. IF THE DISTANCE EXCEEDS ELECT. HEAT (kw)/5TAGE5 15/2 15/2 THI5 LIMIT, AN IN5ULATEO METAL DUGT OF REQUIRED LENG1rH AND EQUAL DIAMETER SHALL BE IN5TALLED WITH AIR SCOOP AND.DAMPER 400 Osceola"' Avenue' AT MAIN DUCT TO REDUCE FLEXIBLE DUCT TO A MAXIMUM LENGTH OF 10 FEET. THE FLEXIBLE DUCT SHALL BE UL 181 RATED. �JaX Beach FL ,32250 ENT-AIR TEMP, (Fd8) 61.6 70.I 14. PROVIDE 5PIN-IN GONE WITH LOCKING DAMPER AT EACH FLEXIBLE DUCT RUN OUT CONNECTING SUPPLY DUCT TO DIFFUSER: CONMM51NG UNIT DATA 15. GO-ORDINATE WITH ALL TRADE5 INVOLVED. PROVIDE OIFF5ET5 AND TRAN5ITION5 AROUND 085TRUCTION5 AT NO ADDITIONAL C05T AIR DISTRIBLMON SCHEDULE TO THE OWNER. BLUE HERON MINIMUM EER (SEER) 9.8 9 8 MARK TYPE FACE SIZE BORDER TYPE MANUFACTURER MODEL NO- NOTES 16. REFER TO TYPICAL DETAILS FOR INSTALLATION OF EQUIIPMENT. CONSULTING, INC Y 17. REFRIGERANT PIPE SIZED IN ACCORDANCE WITH MANUFACTUREV5 AMC) A5HRAE'5 RECOMMENDATION5 U51NG THE.BA515 OF DESIGN. 362 OSC OIA AYel1lle" MAXIMUM LRA 158 158 A PERFORATED 24x24 LAY-IN TITUS PG5-AA 1,4 IF UNIT5 OTHER THAN TH05E 5PEGIFIED ARE TO BE U5ED, kRE51ZE REFRIGERANT LIME-5. USING MAXIMUM L055 OF I DEGREE F AND jax Beach, FL-32250 `. SUPPLY DIFFU5ER VOLTS/PHA5E/HERTZ 208/3/60 208/3/60 A5HRAE'5 AND THE MANUFAGTUREV5 RECOMMENDATION5, A I PERFORATED 24x24 SURFACE TITUS PC-!5-AA 1,4 SUPPLY DIFFU5ER 18. CONDENSATE DRAIN SHALL BE PVC, CONDENSATE TRAKP DEPTH SHALL EQUAL THE. TOTAL 5TATIG PRE55URE ACROSS FAN PLU5 2 INCHES FOR ALL AHU'5. B PERFORATED 12x I2 SURFACE TITUS PG5-AA 1,4 MANUFACTURER CARRIER CARRIER SUPPLY DIFFUSER 19. ALL FINI5FIE5 DAMAGED OR REMOVED FOR THE INSTALLFATION OF WORK SHALL BE REPLACE[) TO MATCH ADJACENT FINISHES. MODEL N0. (AHU) PERFORATED 20. LOAD GALGULATION5 ARE BASED ON TRAM TRACE GaMPLITER PROGRAM, ALL OUT5IDE AIR CALCULATION5 ARE BA5ED ON A5HRAE _ 40RM007 40RM007 G EXHAU5T 24x24 LAY-IN TITUS PAR-AA 1,4 62-69R MODEL N0. (CU) 38AI0007 38AV-5007 PERFORATED 21. OUTDOOR DESIGN AMBIENT CONDIT10N5 FOR ALL EQUIPMENT 15 94' Fd6/77' FwB.IN 5UMMER AMC) 32° Fd8 IN WINTER. D EXHAUST 12x 12 5URFAGE TITUS PAR--AA 1,4 NOTES 1 THRU 9 I THRU 9 22, PROVIDE 6" HIGH CONCRETE PAD 6" LARGER IN EACH PIMEN51ON UNDER EACH CONDENSING UNIT. EXTERIOR STATIONARY NOTE5: 6. CONTRACTOR TO VERIFY VOLTAGE. E LOUVER 5EE DWG. DRAINABLE RU5KIN ELF375DX 1,3,4 7• HEAT 15 5ELECTED @240/3. VAV I. PROVIDE PROGRAMMABLE THERM05TAT. 8. PROVIDE AUXILIARY PANT. F DIFFU5ER 24x24 LAY-IN AGUTHERM TF-HC 4,5 2. PROVIDE ANTI-5HORT CYCLE TIMER. WITH FLOAT SWITCH. UNIIT TO BE NQTE5: ELECTRIC WALL MOUNTED HEATER 3• PROVIDE 51NGLE POINT ELECTRICAL CONNECTION. DE-ENERGIZED WHEN SWATCH IS I. PROVIDE OPPOSED BLADE DAMPER. 4. ELECTRICAL TO PROVIDE D15GONNECT, ACTIVATED. UNIT NO. S�VE� WATT5/BTLJt EMT. AIR V/P/H MODEL- N0. MANIJFACTU�' NOTES = 5. PROVIDE SMOKE DETECTOR IN 5UPPLY AIR DUCTWORK. 2. PROVIDE INTERNAL INSULATION AND T-BAR. 9. PROVIDE VIBRATION 150L.ATOR5. IN5ULATION TO BE COATED AMC) TO BE RE515TANT TO BREAKDOWN DUE TO AIR FRICTION. yyl� ) TOILET 2000/6826 550 208/1/60 F-3452 MARKEL I 3. PROVIDE, 6" DEEP PLENUM BEHIND LOUVER. PLENUM SHALL BE FULL 51ZE OF LOUVER. 4. CONTRACTOR TO VERIFY OVERALL FRAME DIMEN510N PRIOR TO RELEASE. NOTES= DRAIN LINE SHALL BE AT 5. PROVIDE TEMPERATURE CONTROL 5EN5OR. I. PROVIDE BUILT-IN THERM05TAT SLEEVE FOR RECE55ED MOUNTING. LEAST THE SAME 517E AS THE NIPPLE ON THE DRAIN PAN CLEANOUT --�� PITCH DOWN TOWARD DRAIN DRAIN PAN CLEANOUT 2" NOTE FOR 5TRUGTURAL CONCRETE NOTE 2" MORE THAN THE 5TATIC FLOOR 5LAB5 OR ROOF DECK: OSPEND FROM STRUCTURAL PRESSURE DIFFERENTIAL SUSPEND WITH PROPERLY SIZED STEEL OR PROVIDE MISCELLANEOUS ACRO55 THE 5UPPLY FAN. CONCRETE IN5ERT5 OR EXPANSION 5TEEL TO 5PAN BETWEEN STRUCTURAL ANCHORS 5TEEL ELEMENTS. .s L BEAM CLAMP IN5ULATE DAMPER ` QI FLOOR.PLN CHG. 5-7-02 TO DRY WELL SLEEVE IF ATTACHED FIRE RATED DUCT 15 SPECIFIED WALL OR N0. REVISION/ISSUE DATE CONDE^�, �p ��p TO BE INSULATED OR PARTITION NSATE DRAIN TRAP 3/1670 A 107 LINED. (TYPICAL ON r SUPPOM OUNIT FROM' NOT TO SCALE M 100 1 5/6" UN15TOJT BOTTOM OF GALVANIZED ALL BOTH 51DE5 OF WALL) OPENING IN WALL 5HALL BE MAXIMUM WEIGHT PER SPANNING 4 TRU55E TRIJ55E5 THREADED BOLT WITH I" MINIMUM I/8 PER FOOT OF SUPPORT ROD: 9 POUNDS. 16 GAGE GALVANIZED DAMPER A55EMBLY (MIN- 1/4'7 L_'m7 WASHER TOP f BOTTOM DUCT LARGER THAN DAMPER A55EMBLY. SUPPORT BRACKET BY EX CQN.$.1TRUQT11ON .. 3/I6 m 5PRING TYPE VIBRATION THREADED FL IDLE CONNECTOR WITH CLAMP NEOPRENE SLEEVE FAN MANUFACTURER 15OLATOR (4 REQUIRED) 165¢ FU51BLE LINK PLAIN 5-5LIP JOINT HIANGINC ROD GROUND 5TRAP (TYPICAL) --DOCUMENT D O C U M E N T TO NECK OF AIR DEVICE THREADED f OR SPIN-IN BENEATH THE �(� ROD (TYP.) P15CONNECT (DO NOT FASTEN) OR INSULATION OF FLEXIBLE DUCT CT 5WITCH UL APPROVED FLANGED 5Y5TEM (TYPICAL) TRAN51TION AS REQUIRED AIR Fy ACCE55 PANEL FLOW INSULATED FLEXIBLE AIR -- -- 5UPPORT FAN FROM DUCT FLOW FACTORY MOUNTED BRACKETS KEY.PLAN. I/4" THICK NEOPRENE 1 WA5HER5 5ECU12EP WITH 5PIN-IN W/VOLUME 2" X 2" I/8"(MIN.) ANGLES STEEL WASHEI25 NUTS DAMPER AIR SCOOP TERMINATE INTERNAL FASTENED TO DAMPER 5LEEVE ON BOTH SIDE_ OF EACH „ IN5ULATE BACK DUCT LINER AT CONNECTION WITH 1/4"X20 BOLT5, WELDED MOUNTING BRACKET (TYPICAL OF 4) OF DIFFUSER TO DAMPER SLEEVE. OVERLAP OR SCREWED WITH N0, 10 �"' • NOTE- WHEN RUNOUT LENGTH EXCEEDS 10 „ L--"7 T12AN51TION FAN DUCT EXTERNAL IN5ULATION MIN- 3 . 5CREW5. MAXIMUM SPACING �` ' .1" . FEET, USE METAL DUCT TO LIMIT FLEX TO 10'-0" AS REQ'D OF FA5TENER5 SHALL BE HVAC kv IN LENGTH. DAMPERS FOR INTERNALLY LINED g" O.G. (TYPICAL- 4 SIDES CEILING GRILLE DO NOT 5UPPORT MOTOR 77 FLEXIBLE CONNECTION DUCT5 5HALL BE SIZED FOR FAN FROM CEILING KEY PLAN OUTSIDE DIMEN51ON5 OF SHEET METAL OF DAMPER ON BOTH 51DE5 CEILING (SIMILAR FOR DUCTBOARO) OF WALL) Rf�l ;- NOTA) ^ PROJ. N0: WDWN BY IN-'LIN F O DETAIL FIRE DAMPER IN WALL DETAIL 4 C A B I N E T FAN MOUNTING DETAIL 5 SCALE SUPPLY DIFFUSER DETAIL 2 E AN M UN11NG 3 NOT TO 5CALE M I OO NOT TO SCALE M 100 NOT TO SCALE FIRE DAMPER TO BE "UL555" RATED. M 100 NOT TO SCALE M 101) t Cu-I GU-2 GU-3 RELOCATED CONDEN5ING UNIT 5ERVING THEATER AREA . CLIENT . 5EE ARCHITECTURAL FOR — — — — � �._ — �. _____. ____ — — � I NO WORK CITY OF _ WALL CAP LOCATION. � - IN THIS AREA ATLANTIC BEACH DIRECTOR'S WALL CAP-,, 800 Seminole Road OFFICE OFFICE I Atlantic Beach, FL" 32233 E 16x16 - 1oz WK. RM. - _^. - - - - - - - - - - - 450 - - -- __ - - - - - L - ____ �_ - _ ____ - - _ � � - - __ __ ____ - aDD ARCHITECT 12x 10 A 10if x _ D _ co F WH-I \ , , , ` TAT CHAN ❑ ❑ I ARCHI1EC ❑ ❑ ----- C1 18x18 OFFICE 8,90-a TOILET E { v' , T I 101 ` 310 Country Club Lane "� I 111 1 \ >\, \<Y�\ , G IoX Io I B 6"� \ Atlantic Beach, FL 32233 � \> �' X A 1300-a EF-I I n - 1 x , , > , r 14 m C6�m �� B xa o - I EF 4 CA p77, P— axB A 800^4 + I rte/1.75-4 �J 1 J5 rO — tO IO - \ ' STRUCTURAL o I AHU-2 � 0 ��. r X I � ��' \/ r, I CHRISTOPHER KATHE - — -- 18x16 \ `�, \\, \ 1 CONSULTING ENGINEER 160-- C.7 ❑ AHU-I �D , , \/,�\ , , /< I 400 Osceola Avenue- ❑ QS T -11 \ \, ❑ Ju Beach, FL 32250 5D Fp Y ` 12x12 r \ <\ v I 8XF7 IoxB F D (�"m \ \ , Y, , \ r MEP I CD TO bx6 14x 14 12x 12 '' v ,' \/ , ,` BLUE HERON 6x 12 '` r i\ ' ". r ` �� 104 FD �, �` }�,' \X , CONSULTING INC G 22x22 Q FLR. DR. G 6x6 i X120 _ - - i — I ` 71 3fi2 Osceola Avenue COMMUNITY I To x — '` ' ` \xI ROOM I AHU-I T PLI I ` �\ \ \ Jax Beach; FL 32250 ❑ � A14"0 10o Ala"� I \ ,' , X , �' �' ��, ,,, X 1 5x6 U60–`+ I 6"� 1 i \ ' i\ ' `. ' ` i i j 1 WOM EN S eo-a r KITCHEN I I , , \ ,\ , � \ „ I 103 TOILET DRESSING \ \ ; \�;, ,� < \ 10 I 11z ✓ ` S G \ `, < 1 ht�A R ?� 1 I GD TO I ❑ 1 \ \ r I FLR. DR. x I A l0"m Q __ _ _ x \ `/11a 4 cQ I \ \ \ i `\ \ \\ , i< \fir\ / AH MENS I TOILET GALLERY I O 6"m GREEN 1 , , \ , .Y, \ \ , \��\�, ,\� ,\ , \� \\\ 1 ❑ I OX I `fl u 106 109 150- El a � ' \ `� \ ' ' \ , `,' ` ` / r• -__ _ I ❑ EF-3 � � 113 \\ / '\ i ' ` <\ `� \ ` \ ' \ i \,'\i' ' r ' ` ,,, i ❑ cti 1 6x6 Y �L - - - - - - - - - - - - - - - < �\� `\ Y \ F-5 50 '� ,� Ixcv 0 20x 12 G 18x 18 18x8 — X �r\ / 1 F1 ❑ I + ; 18x58 lax5 A F \\ \� ' \ Cl u n I I 1 \� I 14 � I6-4 3an / 20x12 n + lox 8X8 .\ .`r <' �C ,\ /vim , \\ , , ,. . / , 12 � + ON—LINE G r� . , ,� I I anm y n y Y / \ �D LIBRARY am \ A /' \ ' �--� v v 4 L- -- _.. _-_ — ._.-. — — — ._._. _._. .�.. ._.._- —J 107 `–r ALV–'t , , ,Y . ` , STORAGE DRESSING '\ L \<Y}\ ' \<y}'\ `x ax6 < XC , 15 j �C \ , I El ❑ UNDERCUT 10$ 114 . / ' El I DOOR 3/�}"-- \ � y \ ' \/v \ � Ty -- v \ - V IO F=LOOR PLN GHG. 5-7-02 ❑ ❑ (;J L� ❑ ❑ I NO. REVISION/ISSUE DATE L - - - - - _ _- - - - - - _ - - - _ _ - - - - - � L - HVAC LEGEND COI'�STRUCTION AHU—I AIR HANDLING UNIT NO. I kw ICILOWATT5 HVAC PLAN Nm DTUH/10)00 DOCUMENT �v r�ACKDRAF r DAMPER 5GALE: 1/4" 1'-0" co CONDENSAT[_ D�'AIN MVD MANUAL VOLUME DAPAPER GDP. COEFFICIENT OFF PERFOP'NAANCE 12L REFRIGERANT LIQUID Cu GONDEN51NG UNIT R5 REFRIGERANT 5UGTION EER. ENERGY EFFICIENCY RATI10 5D 5MOKE DETE-(;TOR KEY PLAN EWH-1 El_EGfPIC, WALL HEATER a 5EN50Q EF-I EXHAUST FAN No.1 TYP. -r,rPIC,AL_ EW. ENTERING W/ WITH ... HVAC '- E5P EXTERNAL 51 ATIC PRE55Ur,'E �� F=LEX. RUN OUT KEY .PLAN . FD FIRE DAMPER (D THERM05TA r RM NOTED' ' 12 -' :r+� IP rlOR5EPOWE-R la" m NECK aIZE PROJ. NO. DWN BY SCALE f: A 4 GF=M - THROW PAT-rE2N L� -TYPE _ 7(( Oce,,-, CONNECT TO 2-WAY NEARE5T EX15TING Go 4"5AN (MINIMUM) DIRECTOR'S OFFICE OFFICE WK. RM. - � E❑ ❑ El El ❑ TOILET ❑ ; '- I WC- 3„ ttt LAV I cuEriT ONCE CITY, OF ATLANTIC,.BEACH. ..800 Seminole.Road ❑ I I ___ l ❑ Atlantic Beach,- FL 32233 ❑ i I ❑ ;ARCHITECT 3/4" I 1-1/4" TAT CHAN I I 10 4 ® ARCHITECT �� 31.0 Country:.Club Lans 51 Atlantic Beach,- FL 32233 ❑ STRUCTURAL` ❑ V- 3/4 3/4 I CHRISTOPHER',KATHE7. ® I DRESSING ,tz I CONSULTING ENGINEER• , KITCHEN WOMENs 'WO Usceolo:Avenue* TO1��T I FL.32?50' I I ,oat I 0 Jax Beach, "-'w7 I STAGE THEATER COMMUNITY I I r2 tts t,7 M , ROOM I I _A 3I I ❑ P roI 0— TOILET NS GALLERY I GREEN I ( ❑ BLUE.HERON ❑ 3'V"UVTR I I 3/4" Dowty I ,os I I Roots ❑ INC CONSULTING, 62'Osceolo Avenue 1-1/4" ! I,. ® 3/4„ ax Beach, FL`:32250 jdr 3/4 UP _ — _-___. 1--1/4-1 I-I/4" I-I/4"- ' 1-1/2" HOT WATER I-I/4"GW DOWN REGIRG PU [:1203/4"HW DOWN oe ❑ I ❑ " ❑ I 3/4" I 13/4" ❑ I RESOURCE COMM. RM. ROOM ,os DRESSING CLOSET TO FIRE tta 115 00, SPRINKLER ❑ Co 5Y5TEM �. ❑ ❑ EJ El ❑ ❑ E3 El _- BASIS OF DESIGN I-1/2"CW - GONNECX TO PLUMBING FLOOR PLAN CONNECT TO NEARE5T E 15TING WC--I WATER CL05ET (FLOOR MOUNTED, FLU5H TANK, PRE55URE A5515TED, HANDICAPPED) AMERICAN STANDARD 1.6 GPF MODEL 2168.100 17"H CADET EL WITH NEARE5T EX15TIN6 4"GW (MINIMUM) SCALE: 1/4" = 1'-0" ELONGATED FRONT, BEM15 94000 WHITE 5OLID.PLA5TIC 5EAT. PROVIDE ANGLE SUPPLY WITH STOP. FLUSH LEVER ON APPROACH 510E OF FIXTURE. WG-2 WATER CL05ET (WALL MOUNTED, FLU5H VALVE, HANDICAPPED) ACORN MANUFACTURING DURA-WARE 1.6 GPF MODEL 2105-T-I-ADA WITH 5LOAN REGAL I 1 I FLUSH VALVE WITH ADA COMPLIANT HANDLE. FLUSH VALVE ON APPROACH 510E OF FIXTURE. ADD Rf~STROOM 5-07-02 LAV-I LAVATORY (WALL HUNG, 51NGLE LEVER FAUCET, HANDICAPPED) AMERICAN STANDARD MODEL 0355.012 LUCERNE WITH 4" FAUCET CENTER. PROVIDE CHICAGO POTABLE WATER VAC G� DECK MOUNTED 0005ENECK FAUCET WITH WRI5TBLADE HANDLE5. PROVIDE 5TRAINER DRAIN WITH TAILPIECE AND BOLA FLOW REGULATOR5 FOR 1/2 GPM, PLUMBING LEGEND No.. FtEVIslf�NrlsSUE EXPAN910flN TANK RELIEF • ANGLE 5TOP5 WITH L005E KEY5, ANNEALED CHROME PLATED VERTICAL COPPER SUPPLY TUDL5 AND 1-1/4" CAST BRA55 P-TRAP AND TUBING OUTLET. 51MILAR TCD WATT5 VALVE I PROVIDE ZURN MODEL Z-1231 CONCEALED ARM MOUNTING KIT. MOUNTING HEIGHT A5 INDICATED ON THE ARCHITECTURAL DRAWING5. PROVIDE TRUFDRO COLD WATER MODEL NC]. DET-5 HOT WATER MODEL NUMBER 102W IN5ULATION KIT, SANITARY VENT LAV-2 LAVATORY (WALL.HUNG, WRI5TBLAPE HANDLES, HANDICAPPED) ACORN MANUFACTURING DURA-WARE MODEL 1953-ADA-I-C5G-4-H24-EE-GE-LG--OF-TE WITH CO — GLEAN OUT 1/22`HP HOT WATER 4" FAUCET CENTER, PROVIDE 5TRAINER DRAIN WITH TAILPIECE AND SOCA FLOW REGULATORS FOR 1/2 GPM, ANGLE 5TOP5, ANNEALED VERTICAL COPPER CW GOLD WATER RECIRCULATION PUMP SUPPLY TUBE5 AND 1- 1/4 CA5T 6RA55 P-TRAP AND TUBING OUTLET. PROVIDE ZURN MODEL Z--1231 CONGEALED ARM MOUNTING KIT. MOUNTING HEIGHT EWH ELECTRIC WATER HEATER A5 INDICATED ON THE ARCHITECTURAL DRAWINGS. EX15T EXISTING UNION.(TYP-) . CONSTRUCTION.j..., FD FLOOR DRAIN TtP RELIEF---� 5-1 SINK (15 X 15 51NGLE) ELKAY LUSTERTONE MODEL MR-1515 SELF=RIMMING, 15" LEFT TO RIGHT DY 15" FRONT TO REAR BY 7" DEEP. IN51M BOWL HW HOT WATER CHECK (TYP J DIM�N51ON5 ARE 12" X 91/4" X 7 51NK 5HALL BE FABRICATED OF 18 GAUGE, TYPE 302 5TAINLE55 5TEEL WITH INTERIOR AND TOP 5URFAGE5 POL15HED LAV LAVATORY I DOCUMENTS AND THE UNDE1251DE OF THE BOWL5 SOUND DEADENED. SINK 5HALL BE PROVIDED FOR THE FOLLOWING ACCE55ORY ITEM5: REGIRG RECIRCULATION A. CHICAGO DECK MOUNT FAUCET. MODEL 200-AGN5AE3-3I7CPR WITH 4" WRI5TBLADE HANDLE:5. 5AN 5ANITARY B, 5TAINLE55 STEEL GUP.5TRAINER:WITH CHROME POL15HED TAILPIECE. V VENT C. ANGLE 5TOP5 WITH L005E KEY5. VTR VENT THRU ROOF D, ANNEALED CHROME POL15HED VERTICAL. COPPER 5UPPLY TUBE5. WC WATER CLO5ET Rl1N RELIEF PIPNCx BALL VALVE (TYP.) E. I-I/2 P-TRAP AND TURING OUTLET. BALL VALVE CLEANOUT TO FLOOR DRAIN. STANDARD PENDANT SPRINKLER HEAD PROVIDE INSECT KEY- PLAN 5-�2 51NK (TWO 13-1/2 X Ib X 5 DOW-5) ELY-AY LU5TERTONE MODEL LR-3321 - 33 X 21-3/4 X 8", DOUBLE GOMPARTMENT. 51NK 5HALL BE 5TANDARD UPRIGHT 5PRINKLER HEAD 5GREEN. FADRICATED OF 18 GAUGE, TYPE 302 5TAINLE55 5TEEL WITH INTERIOR AND TOP SURFACES POL15HED AND THE UNDER5IDE OF THE DOWL5 SOUND DEADENED. 51NK 5HALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCE55ORY ITEM5: EXTENDED COVERAGE PENDANT SPRINKLER HEAD A. MOEN MODEL CHATEAU 7425 51N6LE LEVER FAUCET WITH HO5E AND SPRAYER. PROVIDE STAND"TO B, 1-1/2" DA5KET 5TRAINER WITH TAILPIECE. TO SUPPORT WATER G. L005E KEY 5TOP5 AND. VERTICAL SUPPLY TUDE5. NEATER D. 1-1/2" P-TRAP AND TURING OUTLET. . Df21P PAN P-I REFRIGERATOR WITH. ICE MAKER 5HALL BE PROVIDED DY THE OWNER, PROVIDE L005E KEY STOP AMC) VERTICAL 5UPPLY TUBE FOR A COMPLETE AND 1 MOUNT WATER HEATER ON KEY PLAN, OPERADLE 5Y5TEM. WG3 WATER CL05ET (FLOOR MOUNTED, FLU5H TANK, PRE55URE A5515TED) AMERICAN STANDARD STAND 1,416 1 ENOUGH TO 1.6 GPF MODEL 2333.100 CADET EL WITH ELONGATED FRONT, DEMI5 94000 WHITE 50LIP PERMIT ADEQUATE PITCH NONE 11 30-.01 EWH-�1 ELECTRIC WATER HEATER LOCHINVAI2 MODEL E5AO40KK WITH FIVE YEAR WARRANTY, UL APPROVED, TIN COATED, COPPER SHEATHED, SCREW-IN TYPE PLASTIC 5EAT. PROVIDE ANGLE SUPPLY WITH STOP. OF DRAIN PIPING. PROJ: N0. -pWN. BY SCALE ,pA.TE ELEMENT5, MANUAL RESET HIGH LIMIT, AND TEMPERATURE AND PRE55URE RELIEF VALVE, UNIT HA5 4500Kw NON-51MULTANEOU5 WIRED ELEMENT5, 40 LAV-3 LAVATORY (SELF-RIMMING, 5TAINLE55 STEEL, WRISTBLADE HANDLES) KOHLER COMPANY BOLERO GALLON 5TORAGE TANK, AND CIRCULATING PUMP. MOUNT IN MECHANICAL .LOFT A5 5HOWN IN DETAIL. MODEL 2611. FURNI5H A. CHICAGO DECK MOUNT FAUCET MODEL 200-AGH8AE3-3IWITH wH WALL HYDRANT - WOODFORD MODEL B24 SERIFS.- H05E DIBB WITH VACGUUM BREAKER ENCLOSED IN LOCKABLE FLUSH MOUNTED WALL BOX. 4" wR15TBLADE HANDLES. PROVIDE STRAINER DRAIN WITH TAILPIECE AND BOLA FLOW WATER HEATER W/RECIRC, PUMP .DETAIL REGULATORS FOR I/2 GPM, ANGLE STOPS, ANNEALED VERTICAL COPPER SUPPLY TUBE5 AND FD FLOOR DRAIN ZURN MODEL 2-415 CA5T IRON FLOOR DRAIN WITH FLANGE, TYPE E 5TRAINER (WITH FUNNEL), DEEP SEAL TRAP, AND SEDIMENT DOCKET. 1-1/4" CA5T BRA55 P-TRAP AND TURING OUTLET. NOT TO SCALE T far` )VGQ 4' ( CONNECT TO ; NEARE5T EX15TIN6 .I \ 4"5AN (MINIMUM) \ 2-WAY - mz \ I -JIL3'VT12 C0 ROOF PURLIN -\` i ' • I 1 I" PIPE - LENGTH A5 REQUIRED UPRIGHT 5PRINKLEI-2 CITY OF I I �o ELL A11ANTiC BEA01 I 1" go ELL _ 800:Seminole,Road -I I Atlantic"Beach, FL 32233 �i LAV-I I w� L. A06411E� I I" PIPE 5PACE TO 5UITWC-I : \ I I I �� j� CEILING GRID t TAT•CHAN ' r '> I 5�1 LIGHT FIXTURES ARCHITECT A5 SHOWN ON To x 1/2" 310 CountryClub Lane LAV-I I I PLANS REDUCING COUPLING Atlantic Beach, FL 32233 _ � I LA4�-I I • NEW DOWNWARD MTD. PENDANT 5PRINKLER StRUCTUR� . (SEMI-REGE55EDa CHRISTOPHER KATHY . CONSULTING.ENONEER: 400. Osceola Avenue, Jax.Beach, FL 32250 WASTE RISER DIAGRAM ABOVE AND BELOW CEILING SPRINKLER DETAIL BLUE HERS, GO NOT TO SCALE NOT TO 5GALE CONSULTING,' INC 362 Osceola Avenue Jax Beach, l_ 32250 i WH L�7 HOT WATER, REGIRG PUMP 1-1/4" 11 ` 3/4„ E -i 1-1/4 3/4° I" 8 4 6 11 .. .. 7 I 1/411 PPI ` • 3/4' 5EE PLAN FOR LAV- IN5PECTOR'5 TEST WATER MOTOR GONG I-I/4" t 3/4" 3/`L" PORT LOCATION t I •I WC-1 1 i I-I/4 3/4" ' WG- ALARM CHECK VALVE LAV-1 1-1/411 LAV-1 5-1 J 3/4 MAIN DRAIN VALVE RETARDING CHAMBER 3/4" ' i 3/4 �I WG-I WPI 411 - Q♦ ^ 2 AUTOMATIC 1-1/2" 3/ I ' L, 3/4" 3/�} 3 DRIP CUP • DRAIN THRU WALL 4 I EQUIPMENT LEGEND _1/2" �` �• TO GROUND I I I. ALARM TE5T VALVE t t J �� J 2. ALARM 5HUTOFF AND CHECK VALVE 3/4 I LAV I� NOTE=: ADD FIRE DEPARTMENT 3. WATER PRF55URE GAUGE ' ADD RE STRQOM_ 5-Q7-02 CONNECTION AT NO. REVISION/ISSUE PATE 5-1 THE BACKFLOW 4. 05 t Y GATE VALVE PREVENTER yyG_1 5. CHECK VALVE i NOTE: PROVIDE DUPLEX b. GATE VALVE AIR COMPRE55OR A5 7. IN5PECTOR'5 TE5T CONNECTION 1-•1/2" REQUIRED FOR DRY CONSTRU%wl DR. PIPE 5Y5TEM 1F/WHERE 0, SPRINKLER PENDENT USED CONCRETE FLOOR THRU5T BLOCK TYPICAL ALL UNDERGROUND ELBOWS (5EE CIVIL) GROUND KEY ,PLAN 5EE 517E PLAN FOR CONTINUATION 1 WH I WET PIPE FIRE SPRINKLER RISER DETAIL 11/2 BALL VALVE IN WATER RISER DIAGRAM KEY PLAN NOT TO 5GALE CONCRETE VALVE Box NOT TO SCALE NONE -. ; 11-3(F-4'<• ROJ. NO. DWN BY SCALE CO CONNECT TO NEARE5T EX15TING I-1/2"GW • • oc�a� �l ff—z-rx—, Zrp r FSG ZM5x5.3 FrH►cK-NSD e c6E FTG 55 -a �'S xg•a 2"5�.I Zit ( ( L____ � � - L FTC, I I I • q I i l I I l I I ! V T UoxP►Ic��3 � I I �u lc Kr:nl�.v�l.� 1 I t } 2 5x24 I I ( I -�.�5 L\ I i I I I j _T I BUI Lf) ft 1 I I - I z a*3 IF11 _ I xy-�-y WAY I Y,3C' APG5 I-Z - - - - -=--- -- - lv�xl PAD FT I I _ . 3'5 X Z-p L-w/ 5x5-F� I ASIMIL0 I r r�1!kS ) O IX)G"_5 7 Y7- EA - .. ....-. BeNO /VG alAeKAM5 v _ _ ____ ►` 5aa z-� "' ,E- -- 5 cT.WZ5,CIe Z�1'MIN NK 501 Z-5 I 2-G - ' Z-fa F 7?-} SECTON INKSol e ya v.c. aGE pCAN RA 1,cG 4 SECT ! ON C � AR5 I NIALONE 5 EEL FODT� NG 3 _ LLCeA� ~ n Zb 4gxj w APPROVED BY; SCALE DRAWN B YSECTIJN � T X I -4 HOKtz DATE: �Z1_oZ REVISED �rwN AC F` 6 , GoN7: rILtEF CbNSI. ----- �CO J 1 ..__ .._ DRAWING NUMBER TECHNICAL IMAQf? pCIppUCTS �� ccgon �� . SYMBOL DESCRIPTION FLOW TEST NOTE ' STATIC: 44 PSI STAR =" f`'r-__------------ - NEW CONNECTION RESIDUAL: 41 PSI 1 . SPIRINKLERS FOR ATTIC AREA TO BE SPACED FLOW: 840 GPM WITHI MAX. AREA PER SPR. 168 sq.ft. 211 I 0-0• I ELEVATION FINISHED FLOOR TO ' 5-7 CENTER LINE OF THE PIPE 2. SPIRINKLERS IN MECHANICAL ROOM d CEILING HEIGHT TO BE SPACED WITH MAX. SPR. AREA 130 sq.ft. , .� '•'J = ` ' n = nLn r 3. ALL SPRINKLERS IN E A cu i _ — — — HYDRAULICALLY CALCULATED THE ATTIC AREA - (• r AREA FOR WET SYSTEMS TO BE MAX. 12" DEFLECTOR TO DECK FIRE 3 _ --- — --- `Y ] CAPPED PIPE PROTECTION 0-6 3,r 3„ 3„ `�„ 3„ 3„ 3„ 4. SPIRINKLERS IN MECHANICAL. ROOM � - 4-0 9-9'� 0- 3-4 2-4 ,71-5 2-� \ HYDRAULIC POINT TO BE MIN. 1 " DEFLECTOR TO DECK __— 3„ 533 S SEVENS STREET _I � -7 HANGER ASSEMBLY 5. ALL SPRINKLERS TO FOLLOW ANGLE OF JACKSONVILLE, FL 32254 00 I - THE DECK TEL: (904) 384-1066 FAX: (904) 425-0213 WET PIPE SYSTEM RISER 6. DR`Y SIDEWALL SPRINKLERS TO BE MAX. 4" DIFFUSER BELOW/ DECK z RETURN GRILLE SPRINKLER SYMBOL DESCRIPTION EXHAUST GRILLE SYMBOL SIZE MODEL IINISH STYLE TEPIP K-FACTOR NOTES TOTAL GWB CEILING r „ VIKING BRASS UPRIGIIT 2010 5 5 02C; I/r' MICRO--M QUICK RESPONSE SECTION A—A - ® I/2„ VIKING BRASS UPRIGHr1' 2010 5.5 ORDINARY HAZARD SPR. 000 MICRO-M QUICK RESPONSE WIIII SPRINKLER GUARD SCALE; 1Yi" - 1'-0" - HORISONTAL 2'X2' SUSPENDED ® 1/2„ VIKING CHROMIC; SIDEWALL 20(0 5.5 C)11 ACOUSTICAL CEILING TILE 1 2„ VIKING CHROME RECESSED 1515 5.5 032 - - / MICRO-M BRANCH EINE BELOW TOTAL SPRINKLERS SHOWN ON 11-11S SHEET 077 MECHANICAL ROOM _ - --- BRANCH LINE FOR ............:..... MECHANICAL ROOM EDGES OF THL _ I 3 . WITH UPRIGHT WALL IN -- z MECHANICAL � SPRINKLERS AND GUARDS W W CC 18' - 2' A,E ,F ,) ROOM AB❑ VE CD r , p,2 1y + I ��Icu L) cc r / T E in iY a� 13 4 LLJ U)U) I\ +2 I ❑ I C E 0-4 1„ ;v ! 1- I 1%" - F _ COMMUNITY \ - , � 7� n � , � c � �� 1" ROOM 1 I CU cc 1� Llj 1Y 1_3� �' -10 114" 1-0 14' -�,� rr 1-8 7-2 - 3- 0_8'� < a' J 1 \ 1„ o,� o-z , W �, z 1 �-/ _ 15 I O 1 0-4 - .. \ - a in 9 � OFFICE / - � � z Q 1 0 .� o .� � � Z C I I DIRECTOR n/ 8 _� WK,RM \ � = +ICLI � W � 0 _� I 1 I m Q �' I I � ❑EEICE ;� �\� ' o 1y" 1„ I 0 2 o _ \\� ....I C!� CL _ I I I I L L_J O 5. 10 8 4 \ i I r - Cy) o ' 6 1„ rr ,� . „ + cu cu '—' �I IT I � 2 BI ACK K _ o � _ `n � ._�_�. 1 cY' - _ �. Q LL 2 LCl ACK ", i ,� -181- () i // \ - " _ Emu" xp � � - I r-0- I �� I2 _ �, �� Cu �` I I 100 \ 1" 2 62 LL 10 UP � „JPA 0 -0 Ar 18 - 6 52 -�� I P =� `o + , e o rL r 11-2'f2 TOILE tly" Up1 /„X 5_� 4 3 /r�2 1 0 r 4- ti�21 `� Q TQC , Q 21 22 3-2 � CLl k S_ f. `� EXISTINGZz �� 0 10' �- u s-_ 0 7 SPRINKL- ERS ' / _ DRESSING --110` 10 , 1„ 0 1 04- 3 ..._ ��3 „ C �� „ 5-11 0 6 11y _ Ln 1 3" C o �- 3 ri� I �J U. I' CD 3 — n -� .. �IQ _�IC. -(�� n `S-� 1 1 N I E I I S A A 0-6 C l� 3 9-9f� 3 2-4f� 8 2 9-7'� L10 10 -9 v 2 1'� 10-3 o o 4 14 - 3- _ _ a�-- 4-3 U18 0\ .� -1 ” R, 1' } 1„ +- 1�„ �,\ �Q � I I 1� o L ice, r - � 2 3-2 1„ -U Io 5 1 Lo °�71 KI — _1 -� 1-1a i" GREEN RM. I I o II i-2 \1 �, W — - Q , C C TC1-1E - �V, - 0-7 - W 26 I ve i — o A A I , cr ICLI z a� i i C TOILET C� in - - -- _ GAL R Y _� I SEAL; 00 .� I I 1„ u r rr � Zz 19 I 1 : 1-3) �; I ®- I I -- 13 - ti _ cu r _ 1 0• 1 z o 1 f 3 0 3 cI - I 12 1 -0 o 13 3„ I a �' � I - -- - _ " i - 1� � � 0 1y„ 3- 0 2_1� 1�" _ � 1_�}f I I ' 1 ON - LINE S R, 9 R, 1�„ 1� 1 5 r� 1 2 z .0-2 — 1� 4-6 o-� ,y �' U CLOSET 1 0 �� I arr IBRARY 1„ 1;71 u8-10�2 4 ICZJ ' { REVISI❑N. _.... ( 1„ \'� I C 1 B CK �� 2'� + -�. 19A 0 11 T ❑ ACK , n� -+-1� ,o "2-0 I FOR e _ e \„ I a 51 2 �r� I ��, 1" SWING TIGHT �� + �� +�� D �e� 3" " I3CJR --- - -- 2 r ❑ D CK c fl �a `Y' c DRESSIN -10 \o i VERANDAAL CD A AlL - - - _ --- - _ _- - --- 2� UNI -� i T i� �_. ❑N N E C -r 1 1 _. VERANDA ti �� B VERANDA EXISTING ING MAIN EIRE - � X2 /�X2 /2EDC DATE 01/09/03 ��, SPRINKLER S ILT DESIGNED BY; D. L. —5' - 111 " 3 ' - 4 " 5' - G 5 ' - 01" ��' - 7 " — FIRE SPRINKLER SYSTEM- SYSTEM VERANDA 2 L 2 SCALL; 1'/a" - 1'-0" RISER DRAWN BY+ - -- __ p _ - p _ SECTION SCALE 1/4" 1' 0" —B SCALE; 1,Y4" - 1'-0° SI-IEE r No: FP-1 ❑B No 0264 �� o�e� ��u�