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824 SHERRY DR - ADDITION DRAWINGS �C'IF-r RMAf E JV� H A TM tiNL (� �� 16. GLUED LAMINATED E,'IEMBERS SHAf_L BE t_AFRICA ��ED i'J �- �1�I, ��� IT IXvI Z GENERAL STRUCTURAL N0 1 SS � — , � � � n.��� �, �:rI, � � � � IOP; f��ARK AND C �' AITC S ANIDARDS. EAS H ME�,I��_,. A�� Br_,;R AN A. .T.C. ;E JTIr'���, _ f�'.�/ SHA,i_! BtA_,. OMPAF;IEC BY AN A.1.1.C. ETIr; A IOF CN, ORM,ANCE. R\ D �I "ORDANC;E Floor and Roof Live Loads L3. CONCRETE HALL BE M'XD, P OPORT ONED, CONVEYED ED AND ; LACE PJ hCC' V JV'ITI' !BC SECTIONS 1 gUS, 1900 r ND ACI 301 IfJCUDING TESTING PROCEDJRS. TC>f`JCP�T' (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS - Attics. psf w/ storage, 10 psf w O storage 1 PLYWOOD SHEA FH11NG SHALL BE GRADE --D. EXTER!OP GLUE OR STRUCTURAL II - r 20 f I T ^� „� SHALL ATTAIN A 28-DA,'" I F?r_r G N OF Fc' = 2,500 psi AND MIX -HHI_E j-;(�P - ILO f AUT EXTEr;IOR GILI.!LE IN EONFOPMANr,E 'WI I � �_� -'ECTIofvJ 2304. R� F ER TO WOOD FRAMIN�� '11 a ���CEMENT - t� r ��. ��� r�r.I�n T� Habitable Attics, Bedroom: 30 psf C R TSR A LESS THAN � ;2 S, .CKS OF CEMEf JT PER _,UBI-- YARD AND SHA.I_,_ BE , ROr 0R � �. NOTE; BEf_0`,�w' FOR `'PICAL NAILING RE 1UiREMEfvTS. PRODUCE A SLUMP OF 5" OR LES. All Other Rooms: 40 psf W Z 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE A RESIDENTIAL CODE ND o �� ��f �� r �, ;H i �,� p- �R P� SI:�iJR' S! ,ALf_ BE O DRAWINGS, SPECIFICATIONS, THE FLORIDA BUILDING CODE, FLORIDA 8, ,ALL W_)0D 1 J DIR�_CT ONIT �,. .. _f. ,E E � I ST � ,I„ � � , Garage: 40 psf BUILDING CODE AMENDMENTS. p -__T �r. r T i LAYERS REIL i ORCING ��� JHAL C f;F DRM TO ASTM A615 (I CLUDING SUI �' � 'T c' THE CITY OF ATLANTIC BEACH BUILD RES !�� �C R_AT�u bViTH AN �,PPRO`��r_J PRESERV.' I ir_ _) LA1 ES OF ASPHALT � IMPREGNATED BUILD!f'iU PAPER SHALL E PROVIDE BE �.f`,' I_NTREATED '',1�lOOD AND GRADE t�0, R= 60,000 'SI. 'JO BARS PARTIAL' Y EP�IBEDDED IN IiAPLLIL_C vN RETE . Roofs• 20 psf Z DESIGN LOADING CRITERIA CONCRETE 0. �1ASO!JR` . SHAL' BE FIELD BEf� UNLL:JS SECIFICALLY SO OEA,iLED �R A�'PR�J` EF.) '7 T'HE THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH: ENGINEER. Wind Design Data c' I "TI R R��C, 1�t,A� �, + �� O •2014 FLORIDA BUILDING CODE (FBC) Ultimate Wind Speed: 132 rn h `' - `n • FLORIDA RESIDENTIAL BUILDING CODE FRBC 9. TIMBER COf�INEETCRS CALLED OUT B1' L-OERS AND NuMBrR� SHALL BE "STRONG-TIE" 2014 LO _ P p ���+ �, .�.�.. ,�. ,��� ( ) FEC-'I - - - - - r-. 1 - �T - - , .; - - - T n� - - --gip - IP. - n - ,� - `,I r .� aP Ln ')! r��, -r C. '- i GF L L �� 1 _ h iia,. i�`.+ '�+' N jr-.� ��. n per. ����.:�� i� �J� '-,� i)!� �''. -- �(1 :1 �'� ,.�, (1 I� .. Y IMF�Hr�.I C�;M�,AI�� A.� LI�_�- SP1 �!�. CA,.h�_�_, ,I J, �, � uIVALEI� � ��f EI� FR FEC �,�f, T����.F nR REII�IF���,�_,��,,�: _.TE��_ .�NhLE Er _,�_�U�'d�: •2012 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) B 5 _ - Nominal Wind Speed: 102 mph � , q1 N _ - ~ Py ILD P�� C) C I�� 1 �� r c�i Tr-�1 1 ;� ) �`, l' �' F l O � v I �., E � 1 � A. I nGAIIJ�JT 11�. P�RI�1,��vL�. �� F ECS - i -- •2012 AMERICAN CONCRETE INSTITUTE (ACI 318) DEVICE.� BY OTHE , f�1;-�NUFA' TL �_R,. Mh C��_ >���_�I1 :�i R0VIDEE T, E HAVE ICBG �,_ f l�J Af JC OTHER _f,E P�?C L �FA�_� S Risk Category: II ice' W ' *MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10) ��� �! n � ��q I-�� p�;� i! n �� n 7T TO EARTH APPROVAL I-C,R E0 � 0. G �.F-;Tc_F OAD _ PAC. �I� � r ����� LJ J,��1BL� �'�,N, SiZ_ CT �"� � � � �: - - �, Fh IRFAC S EXPOSED 0 EARTH :_R �'ff-ATHER 6 BARS OR LA�'YI: E" Wind Exposure: D FASTENte ERS AS S;PEit Ir D B1" "1A:NUFA.�TURER. COfJ"v[_��I�_tP� 1 ALL ED IN FORMED S E p THE FOLLOWING ARE THE DESIGN LOADS AND FACTORS THAT WERE USED IN THE_ HALL BE I,�.,S STRUCTURAL DESIGN OF THIS PROJECT. ACCORDANCE Vu'LTH HE MAi'JUF ACTORER'S RECOMMELDAT!O1�S. WHERE CONI�EC JR (#5 BARS OP, SMALLER) 1 �.�" Enclosure Classification: Enclosed s'�i, � •* •• ' P�: ��f�!fJF"T DA/0 ME�J1BERS Pi_ACE OrJE HALE OF THE 'JAILS OR E�C?L'S If�J EACH ^'^ c- '1 I" LIVE LOADS: STRAPS _ , I_ COLUfvliv TIES OIC >P�RhI_� f1,JD �BEAI�� PP /� •ALL WOOD EXPOSED TO WEATHER SHALL BE TREATED MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A35, PROVIDE3 Internal Pressure Coefficient: 0.18 +/_ •FLOOR SLEEPING AREA 30PSF WASHERS L!NDER THE -� Ic �r5 OF �! AFD A� _,'E WS BEARING ON SLABS AND WALLS-) . GREATER C-)F BAR DIAMETER PI_',JS 1 ;'8 ;R ( ) i._ HEADS AND NU ALL BC._TS _ AREA 40PSF WOOD. UP\ILESS NOTED CHEP'A/ISE, ALL NAILS SHALL BE AS ALLED CUT BELO`4v ALL Components and Cladding Design Pressures: FLOOR (NON-SLEEPING ) _ _ �� r. n T _ _ ;" - T- -�; h,, T� �(i�, �, Roofing Zone 1: +47.9 psf max. -52.3 psf min. •ATTIC (WITH STORAGE) 20PSF SHIM., ")HALL BE 5,__N:.�UIJED ,-ND, :�tRE h��u HE _�� .tvC ��.H L (MINIMUM) AS MEV'��BER� 26. CAS IN , "ACE C_"NC-RETE: SEE A �Hl A� DR,A��IfJ�S PCF, T I fJg p T -T r;� DIMENSIOf`JS AND SEVATIOiJS. ��EE ARCH!T=CTI, RA.L DRA'0,`N CS FOR ALL •ATTIC (WITHOUT STORAGE) 10PSF CONNECTED. ALL 2`, JC" - S ,HALL BE CONNE(_: D T�.I rL U,� BEAMS UV! I�JS' Roofing Zone 2: +47.9 psf max. -61.2 psf min. 40PSF GROOVES, NOTCHES, CHAIMFRS, F� �1T�JRE S T RIPS, COLOR, TE''TORE, ��f��D '��iHEP F''�I`J'��S'I I > •DECKS SERIES JOIST HANGERS. DETAILS AT AS EXPSED C ONCRL E SURr ACES. •R O O F 2 0 P S F Roofing Zone 3: -61.2 psf min. •STAIRS* 40PSF *INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORM LOAD OR A 300Ib 20. WOOD FASTENERS Roofing at Zone 2Overhangs: -88.2 psf min. POINT LOAD DISTRIBUTED OVER 4sgin. 4oPSF "� %"� //q—`� 1�-'���\ � �"' Roofing at Zone 3 Overhangs: -88.2 psf min. *RAMPS r� r C 1 r` ��� / 1 S �/ I V C� •GUARDS HANDRAILS 50 PILE & 200 LB POINT LOAD IN ANY DIRECTION GUARDRAIL_ A. NAIL SIZES' SPECIFIED ON DRAW�flS ARE BASED ON TH FOLLOWING� Stucco, Cladding, Doors & Windows: INFILL COMPONENT 50PSE SPECIFICATIONS Zone 4: +52.1 psf max., -56.5 psf min. 2i. CONCRETE MASONRY' UNIT WALLS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UfJ!TS, 3, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL -7� �. ��I �,1FTF R CONFORMING TO ASTM 00, LAID IN A RUNNING BOND. MORTAR SHALL BE TYPE "S" Zone 5: +52.1 psf max., -69.7 psf min. Si�� I ENG 11 'viA, _ DRAWINGS (AS APPLICABLE) FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERiEY UJ 6d 0X13„ PER THE IBC. GROUT SHALL CONFORM TO IBC REQUIREMENTS AND ATTAI(`I A MIf"JIMUM DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OR GT c 5(D S r End Zone Width: 4.00 ft. M „ COMPRESSIVE STRENGTH OE 1,800 PSI AT 28 DAYS, DESIGN F m 1_��.� PS.. _TR���,�II-��` ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 8d 1 ;'2" 0.131 cuA'I L BE VERIFIED BY PRISM TE`�TNG IN ACCORDANCE WITH IR SECT113N 2105,2,2''2 � SHAI �_ J `. L, T 0.148" AND MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH FBC. The Ultimate Wind Speed was used to determine the above N 1 �� 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITION'-:-) PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOW ) 12d 3--1 ��4" 0.148" Component and Cladding Design.Pressures. M ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. UNLESS NOTED OTHERWISE, PR�:�VIDE THE FOLLOWING REiNEORCEMEf�JT: 16 d BOX 2 0. 3 J All exterior glazed openings shall be protected from wind-borne 0 LJL 5, CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND debris as per Section 1609.1.2 of the 2014 FBC. N COMPLETED FT E C TRATT0R PR0P0SES ITiF_ USE CF Al F["—,ITE fl<"".!L.S, THEY" SHALL SUBMIT 4" WALLS #4 C` 48" O.C. VERT 3j16 dia. WIRE JOINT REINF. �`j8" 0,C. HOPIZ. STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN .�OMPL` I Eli IN f, � �� The site of this building is not subject to special topographic wind ACCORDANCE WITH THE PLANS. NAII` S;PE( i`F'1CA i!OfJs 10 HE E'N v .L P (PP,0R O C;Oj� TR!';CTIOfJ) 6" `�'�IA.LLS #�4 @ 48 0. _. v'E RT. (2) #4 C 48 O.C. HORIZ. g � p1■i.� �V effects as per Section 1609.1.1.1 of the 2014 FBC. W Q 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHOD::, ECT P.EV!EVV AJ'�D F OR APPRI)�,'AL. 8 VtiALLS #5 �? 0." VERT,�_ (2) �4 @ 48 O.C. HORIZ. pZ UJ TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRAS ORS 10 WAL!_S #5 C 40 O_C. VERT. (2) #5 �a 48 O.C. HORIZ. O CIO THE ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/1/0P �I - _ ; Y r�n� ;" P T TF F;J NG FA``TEfJER� TO E RAti^If G SHALL BE 2" VVA! 5 3� O.0 ✓LR 2 #5 @ 40" 0,C. H0RIZ Geotechnical Information Ln V WORK. E B. N, I PL W� D ,A�A A I LC ._ ) � - ) DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE A'ID/OR DR 'Tf,l Ff �Sf_, TO FAr'E OF SHEA HifJG �sdITH NO COIJI��T�-R INKI�iG PERMITTEIG. Design Soil Load-Bearing, Capacity: 2,500 psf to N FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONT00 RACTOR_ THE - _ Z ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY ifJ ADDITION, PROVIDE 1) � . (#4Ca 6 Af11D 4" ��VALLS) VERT. AJ E,AL -IDE UE - - - - - - - - T - r, Flood Design Data W Q TI S-"_ r. Tu . S H� �r. I ..)PE I J���; AT 1�!A� CORNERS AND I! r R�r_ I ICII'�J AND A,T _- E D I:�'� ;rJA t._ f HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR .,THER ENTITIES ,_)� 21, WOOD FRAM1f�G � IOTES- - !HE r0L���JJ�If���, A, F�_ I �: � _ J it l I�JJI--,F_ �f:�,�l�� ��� IHE PERSONS AT THE PROJECT SITE. '_''' 4 @4" 'tiNALLs �E � C 'TR A` D ROOF E',�Ef I���, AT T� 0- Flood Zone: V13 4 #�' HORIL. AT E' E�✓H 1_u I � �� � '� 'NALL� AND ABOVE AND BELOW ALL OPENIN,_,�� ALL H�DIZ�'NTAf_ REII.I �_IP_L-NI_ �T 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING D THE Af�,�;HITEC_r Bottom of Lowest Horizontal Structural Member: 25.00 NAVD BE PLACED IN BOND BEAMS. EXTEPJD RE!f�JF ORCEP�'Ef�.IT AROUND SSJI"IGS ?'-J" JF Y .I'�.C� Q ` Vl 'CSD F1 ,AfJll'JG DETAILS NOT SHOW''"'J CTH-F?`iV��SE -'ALL BE GOfJSTRiJCTLD TO _ - AND THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGEQ1 H. �._�_ FACE OF OPEf�ING. F > -�J UNAVAILABLE E��T�ND 1� FAR AS S�:iBI��_ �PJE- -I �'_;'r«: X T. , n - R.1 - r , I - This table was created using W eed Calculator Plus su tware(20.14 Florida Building Coyle SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THREQUIREMENT. THE �IiF111�IJP�1 STAN' OF 11 IE J ��JI�-�,I,G �_,i_I_i� �I NIMLM �1AI��N��, ,� �. � F r r r �' f �' R�,-VI JF ��R BARS TO LAP HORILO�� IAS PEINE�R, IIJ� ti I O��JE UiJL�SS O FHERW!SE I'JOTED SHALL COwFORf�� Tv TABLE X304.9.1 OF THE FBC. 1f,i �ERSE!'TI0I"i LAP ALL_ REINFORCING STEEL 48 BAR DIAMETERS 0=' 1 " ti1'��I� M' M- Edition)avuila$lefrora WindCalcs.corh 8, DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE UIN ,_, �I n Gr r CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CH ARA.CT� T1 �ORUINA,TE THt SIZE AND L_CATit=)fv ur ALL O. tNING VVI H ML�H�f\I f L DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO R�_.✓Ir.ti� AICD �,,���N� i t.0 �SRA:_ "RAJ'JI�SOS. PRO IDE ,n AS ' ' JI'IUER , .E HENS AND NUTS `11 ALL .,ELI_ ��F,: I i�� l�� �.. L,�.L ,�EP,��_I. F � EI✓I�E_L���� � LMS J_ _L AND APPROVAL BY THE ENGINEER. BELOW GRADE Vti'ITL�'� ����.L�U T. °11O`JIDE C� �A.f`JULT 10LE, �`�T BOTIOL��� OF AEI_. C;�L _`: OF ALL_ BOLTS AND LA.G BOLTS BEARI�JG ON �aIE;LID. f�J ThLLATION OF LAG BuLTS T� ,�,i - ON A.�NIN( °E'NEOF'C��-M-f\'T BJP ALL GROUT POURS C'JR 5 FEET IN H="HT. UNI T� IS ADVISABLE THAT THE OWNER EMPLOYS AN ENGINEER TO PERFORM SITE SF jai ! C��f�,'EO!FI�,1 T;� fv',�A ONAI__ D�._IG?I SF'i_C,i ��_,�. ��_,�. F�;II. W 0D .,��,NS�TRUD TIUf� 9. IT ^����� BE LAID 0 THE FRILL HEIGHT OF THE GROUT POUR AND GROUT SHALL BE OBSERVATION DURING CONSTRUCTION, OBSERVED DEFICIENCIES SHALL BE REPORTED !fJ %1997 DiTION I �,^JI TI-1 A !EAD BORT: -(;>LE OF 6C' TJ "�� P �" -N r ' 'E ' iE SHANK WRITING TO THE OWNER OR THE OWNER'S REPRESENTATIVE. ,, PLACTED IPJ A CONTINUOUS POUR IN GROUT LIFTS NOT EXCEEDING 6 FEET. ALL DIAMETER. LEAD HOi-ES� A,RE f�JG PT_I?'JIRED FO<< AND S��Ii.ALI_ER AIG-', SCREV0!_, , MASONRY � � ��� � ��- � pF_ PARATION AND PLACING OF MASONRY '-HA' I CONFORM TO SECTION 211` 4 � � THE OEOTECH S CAC — B. WALL RAMIN.I: REFER ARCHI TE(.TURA',_ URA'IVIf iE� F0F FFIL S!--"E OF ALL WALLS ALf_ STUDS SHALL BE SPACED AT 16" C.0 Cli\JfJ -1 itvr) ,TUDS P.JIFJIfv1UM SHALL BE 10. GEOTECHNICAL REPORT NOTE: NO GEOTECHNICAL REPORT PROVIDED. ALL PROVIDED AT THE END OE ALL WALLS AND AT EACH SDE OF ALL OPENINGS, AND PR ';AST MASINR" LINTELS SHALL E E T CRETE" OR EQUAL. INSTAL ;,I ACCORDANCE 'WITH MANUFACTURERS NSTRUCTI OfvS. FOOTINGS TO BEAR 12" MINIMUM BELOW GRADE AND ON SOLIDLY COMPACTED AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HI ADERS SHALL BE PROVIDE SOIL. OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BI__" ')CKING PR WOOD COLUMNS R E I�1 O UA T O I �J SHA�L BE PRO1-,.DEC THROUGH FL,,, R�� TO SUPPORTS r LLU��. ROVIDE L- CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL _TUD WALLS OVER 10' 0" IN I HEIGHT. 28, STRUCTURAL STEEL DESiGN,FABRICAT.ON AND ERECTION SHALL BE BASED 0''J THE � � I 11. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COF. VEN:1'INC; ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCT CN AS LATEST ED. 110N OF THE A.I.S.C. SPECIFII�ATIONS AND CODES: REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. ALL V"rAL!_S SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END •SPECiFICA TIONS DR STRUCTURAL S T EEL BUILDINGS ALLOWABLE STRSS DESIGN AND .UJ � NAIL TOP PLATE TO EACH STUD WITH TVUC 16d MAILS, AND TOENAIL OR END PLASTIC DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN SPECIEICATIOLJS FORLLJ CD - STRUCTURAL SEE L BUILDINGS. NAIL EACH STUD 1-0 BOTTOM PLATE WITH TWO 16d NA! S. FACE NAIL DOUBLE _ 12. EXISTING WALLS SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. •AJ.S.0 CODE OF STANDARD PRAC7CE FIDR TEEL BUILDINGS, TOP PLATE WITH 16d C1 12" O.C. AND LAP MIiJIMUM 4'-0" AT JOINTS AND A. ALL NEW OPENINGS THROUGH EXISTING 'WALLS, SLABS AND BEAMS SHALL BE ;s PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT, V ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE, 29. STRUCTURAL STEEL SHALL CONF=ORM TCI THE= FULLOW!NG REOUIREiM_NTS: res �� B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF •STRUCTURAL TUBING: A500 ';GRADE B) FY= 46 KSI w ALL STUD WALLS SHALL HAVE THEIR O'NER WOOD PLATES ATTACHED TO WOOD MEMBERS PRIOR TO CUTTING ANY OPENINGS. *OTHER SHAPS AND PLATES.- A36 F r= 36 KSI RAF,'IING BELOW '�°VITH 1&-] NAILS @ 12' 0,C, STAC=,GERE OR BOLTED TO CON- �+ c: C. SMALL ROUND OPENINGS INTO CONCRETE SHALL BE ACCOMPLISHED BY CORE •CONNECTION BOLTS A325-N (3//4" DIAMETER ROUND, U.N.O.) DRILLING. CRETE ti'ITH `,;8" oiA��1LTER ANCHOR BOLTS ''AlTH ^1iNIMUM EMBED�iE, !T) D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY 4'-0" O.C. UNLESS I^�,�;I DATED OTHERWISE. ^JDIVIDI_ . MEMBERS OE BUILT- ARCHI TECTURALII_r EXPOSED TOTED SEIAL!_ CC�N�ORM TO SECT!OLJ 10 OF THE A.I.S.C. GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL UP POSTS SHALE_ BE NA.iLED TO EACH OTHER 1,A TPI 16 @ 12" C.C. STAGGERED. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS. ALL ANCHORS EMBEDED IN REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. CON�;RETE IOP ��i CNRY SHALL BE A307 HEADED BOLTS OR A36 THEADED ROD VViTH WHEN NO-11 OTHER,,NISE NOTE, PROVIDE GYPSUM U'�'ALLB ARD ON INTERIOR AN AS, 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. SURFACES LIAR ED TO 'L:_ STUDS, TOP AND BO T('.,M PLATES, AND BLOCKING WITH 13. CONTRACTOR SHALL CHECK EOR CRACKS AND OTHER DAMAGE AT ALL AREAS C-F NEW NAILS @ 7" O.jD, N,A!L I ;`2" GWB ''>NITH 5d COLER NAI S AND 5%8" G'�^JB WITH WORK. _ 6d COOLER NAILS. EDROVII iE 1/2" 'NOMINAL APIA RATE ) SHEATHING (SPAN � -T- n F- I - _TINT ! %ATI ���` i ,T �)i EIARSI7 RA �'iJ; 2g T•) nf'\i EX I F RIS R -1 IFEACE S 'AIL ED h! AL!_ PANEL_ EDGES f BLOOK UN- 14. ALL DAMAGED ITEMS SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPi_A`,E Sh1PPOR TED EDGES), AND TOP AND BOTTOM P,,TES W! H NAILS @ 6 0,C, AND to OR REPAIRED AS DIRECTED BY THE ENGINEER OR ARCHITECT. 3TC. T E TRUCTURAf_ DRAWINGS AND THE'_;_ : Er`ERA'_ NOTES ARE ISSUED JVITH ThE W HE 1 `, TO ALL I' TERMEDIATE STUDS AND BLC CKINC '""I1-H NAILS @ 12 O.C. ALLOW ��-- UNDERSTANDING THAT IT IS TP!E. RESPO� _IBILITY OE THE OWNER, TO EE THAT THE '8" SPACING AT ALL PANEL EDGES AND E 'AORK 1S CARRIE D OUT IN ACCORDANCE v"�'T H THESE STRL!CTURA.L DuCUP�iL'J SAND THAT C] O WO 6T D ANY DISCREPANIT�ES ARE BROIUG-HT TO THE ATTENTION OF THE ARCHITECT AND THE W � ENGINEER. IT IS ALSO ASSUMED THAT THE FIELD REVIEW DURING THE CRITICAL STAGES � � N C. R C 0 F ERAIyJINO: PROVIDE DU'_1BLE J-ISTS ),NDER A__I-- PA�;:ALLEL PARTITIONS THAT ' � ; MARKED �v -- T, T, ,- �o OF CCf����JSTR'CTIC�'J SHALL BE CONDUCTED BY IH,E BUILDING OFFICIAL ;Ai�JD STRUCTURAL 15, FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED Al" , SEND OVER MORE IHAIJ HA_r r:E J`-'IAT LEI���O H �N , AROUND ALL O ENINGS iN � � L�'"�JGkIErR. , `I E O 48 HOURS PRIOR TO ANY REQUIRED SITE '"` — C� �� ^��� -- FLOORS OR ROOFS UNLESS iHER�'vISE !NOTE PRO\i'�f_) SOLID BLOCKING AT ALL �.�TIF'r' Ef�CIf�EER �, MIfJIP✓IUM UE CONFORMANCE WITH W.C.L.B. STANDARD GRADING RUES FOR WE �Uti J rJ F REVIEW DURING CONS �RUCTION B':ARING POINTS. TOENAIL J0,11-Tc) T( SUPPORTS WITH TWO 16d NAILS. ATTACH � 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: �. �T NfBER J��ISTS 10 FLUSH HE��! LPA OF' BEAP,�1� WITH ,If II OIJ METAL J01�, JOISTS (2X & 3X MEMBERS S.PINE OR HEM--FIR NSD'. 2 HANGERS IN ACCORDANCE 'vMTH NO TE_> ABOVE. NAIL ALL MULTI-JOIST BEAMS � � I i c � � ( i � n � ` ' `�� r � � ; Fi"L.E w T j A, S � TU � f� f S �_CT 01 4 W � AND BEAMS: MINIMUM BASE VALUE, F5 850 r-�� TO—ETHER' WITH 16d � i 2 O.C. �TAGGtt��u. —J O Z r �� T r`G ITEMS REQUIRE SPACIAL 5-.RUCTURAL INSPECTION, `LF APPLICABLE ONL`' ~ (4X MEMBERS) S. PINE OR DOUGLAS FiR NO. I U�J,_ OTHERV�,(I'SE ;jIOTL_��D ON THF PLANS, PLIWO0D OOF SHEATHING SHALL BE 31. THE FOLLOWING � � ����:W��FOR���C►Q��.��NC�, MINIMUM BASE VALUE, F-, 1000 Pei LAID IUP dbiTH �R. I F'FRPEf�DiC'!._ TC SUP PC ,TS � � � � � � �; W �� A (I i!: A i I<< AND JA.iLED @ 4 O.C. 0 AS" PER HA TEP, 7 OF FB _2014: �,�"�`Y'�FA� ��►' B �'+� W Z FRAMED PANEL EDGES, STRI_JTS AND OVER STUD �NALL` AS SHOWN ON PLANS AND S�E�ERMITSFORAtiDtTIQNAI. Tw „ .� r r � I— r� r` .i W 12 O.'�.TO INTERiv1EDI,,TE SUPPORTS. PRO�,IDE APRO ED PLYWOOD EDGE CLIPS •REINFORCING OR ANCHOR BOLTS INSTALLED 'IN DRILLED HOLES IN CONCRETE OR #i�OtJIREAAENT$ANaC�+1DlTlt?NS t/! t7 BEAMS: (INCL. 6X AND LARGER) S. PINE OR DOUGLAS F!P f�JO. 1 CEPvTERED BE I'v°VEEN i01 iS%'TRUSSES ,AT UNBLOCKED R )OF SHEATHING EDGES. MASONRY, EPDXY GROUTED TED MINIMUM BASE VALUE, Fb i 350 - �SI ALLO'vU ;8 SPACING AT ,ALL PANEL tD.�ES ANC END OF ROOF SH�ATHIL��. � /�.VdQY� tIATL: `1 TOENAIL BI_OCKI`IG TO ;IJ-J;'CRTc WITH "16d @ 12" O.C. UNLESS OTHERWISE NOTED *MASONRY UNTE! S POSTS: (4X MEMBERS) S. PINE OR DOUGLAS FIR NO 2 QTHER�I�iISE •LD1 R' C1UR'AL COf�JCRETE (DUN0ATION PIERS, GRADE BEAfES. AfJD MINIMUM BASE VALUE, Fc- 1300 PS *MASONRY NIALLs n �- •STEEL FRAMING AND CONN= T IOfJs �'� DE;'�° z �� T i� C) -�I_,�S S0: GENE.RAI NOTES Z (6X AND LARGER) S. PINE OR DOUGLAS FIR NC-. LD1: PLANS ��'��;D SECTION MINIMUM BASE VALUE, Fc = 925 PSI EPDX'i-GROUTEf.i ITE Lr15 SPE_ '=!EC; ON THE RA'vVIL�J�:IS SHAD_'_ BE i��JSTA_IED WITH S2: PLANS „ET„ /' .F'�/ �E` OR '•c�ET" STERE �GTH PO; `j C�R._LiT S MAf,iUFAiJTURED BY S: DETAILS E Y I I;r1 N, E O STUDS, PLATES MISC. FRAMING: S. PINE OR DOUG-FIR NO. 2 THE SIM1='SC?fSTRONG TIE COMPANY. INSTALL .N STPIC� F ?CCJRDANCE WITH C.B.O. REPORT ',10 ER 52 7 9. SPE�:�IAL iNSPE C_ION OF !INSTALLA.TION IS REQUIRED. z r� O O U. L,L W LA CL O ♦ N 6x6 POST W/CBSQ66 OR CB66 ON 2'6"x2'-6"x12"DEEP FOOTING ,�► ,«• "•. ,, ��, 11 - HUC210-2 5 W/(3)#5 EA WAY #40 t4o U. - 53 N u ;:.. SIM. (NO VENEER) l O « «<� NEW 2-2x10 @PERIMETER NEW 2-2x12 NEW 2-2x12 NEW 2-2x12 7 4 ¢ .• ,` ! r e co NEW%a"T8tG PLYWOOD H1 TYP. TYP. H1 �� «'••.. ...«•' AS PER ARCH DW FINISH �� GS ( �W J 15 — CONT. 2x4 X-BRIDGING I @MID-SPAN,TYP. I I N N Ix 3 N T X Z EW 2X10 @16..0•C, 3 I N \ i w 3 I L NEW 2-2x4 B.U.POST IN I u I MN z WALL,TYP. N I EXISTING WALLS TO � I I REMAIN I 6 1 Ir � I o/ NEW 3-2x10 0 6x6 POST W/CBSQ66 I o ' NEW 2x12 @16"O.C.; a H1 E BETWEEN JOISTS I o INSULATE a. � I W (OR CONFIRM EXIST.) 1 C.J. - --- --- --- - - -- -- — --- — -- -. M Z � NEW 2-2x10 OR EXIST. NEW 3-2x10 I I — — � N F- r- TO BE CONFIRMED 10 11 5-< H1 I -r,4 W M Ll k 3 NEW 2x10 LEDGER 2 W/4-16d TO EA.STUD % - J (@16"O.C.) m 14 �b 3 �"�' I w 0 L. iV V 1 BEAM W �_ 2 0 I W THA218 2 HANGERS 4 xTOP ( �V 010 Q_ FLANGE INSTALLATION) W Q = Z =W �o p 6x6 POST W/ABU66Z EXISTING 2-STORY �, Occ FRAMED RESIDENCE y p NEW 2'-6"x2.'6"x12"DEEP Ln RpillQ I FOOTING W/(3)#5 EA WAY tA N V H 5QwQ 0 = I i "� , co W z a I ci�W I NEW POST IN WALL EXISTING SLAB AND FOOTING TO REMAIN --J I � Z Q LIM L I Q oll 2 6x6 POST W/ABU66Z — 000 �,_ 11 NEW 2'-6"x2'-6"x12"DEEP I FOOTING W/(3)#5 EA WAY1 53 C.J. NEW 2x4 @16"O.C. FRAMED WALL I I I 10 NEW 2-2x10 H1 REMOVE EXISTING SIDING 8t INSTALL EXISTING NEW 2x10 LEDGER W/4-16d NAILS TO EA. PROPOSED NEW 2 STUD(@16"O.C.) T-61., loo, 12'-31,. 04o c 10 on • , O C Qr `w. c FOUNDATION PLAN NOTES: (TYPICAL UNLESS NOTED OTHERWISE) b 1. TIMBER COLWANS AND ALL OTHER WOOD IN CONTACT WITH SOIL,MASONRY, OR CONCRETE SHALL BE TREATED. uj 2. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. 3. BASE ALL GR4E BEAMS MINIMUM 18 INCHES BELOW EXISTING GRADE,AND MINIMUM 18 INCHES BELOW FINISHED ; GRADE. C 5 4. PROVIDE%"OINCHOR BOLTS EMBEDDED 7 INCHES MINIMUM AT ALL EXTERIOR FRAMED WALLS.THE ANCHOR BOLTS SHALL BE AS TED ON PLAN AND IN THE SHEARWALL SCHEDULE OR AT 48 INCHES ON CENTER,AND AT ALL WALL ENDS AND WA CORNERS, EACH SIDE OF THE CORNER SEE SHEETS S2 AND S5 Q 5. WHERE THER IS A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE STRUCTURAL DRAWINGS IN DIMENSIONS, EVATIONS, ETC,THE ARCHITECTURAL DRAWINGS SHALL GOVERN. 3 v 6. PROVIDE POST IVE DRAINAGE AWAY FROM STRUCTUREuj � � °+j' �n rCN 0 4 NOTE: H1 IS A HD513 HOLDOWN d J W/a"O A.BOLTS EN BED 10" MIN;TO MIN. (2)2x_B.U. STUDS OR POST AS PER PLAN 2 SECOND FLOOR Et DECK FRAMING PLAN 1 SCALE: SCALE:1/4"=�'1' FOUNDATION AN SCALE: SCALE:1 i4"=1' , W � O � N W ' N V! ' � N .� O i v) .. Lv .W �-- J O — z Wz = w t 4" Fi""E COPY . O 3 0 z I�. z 0 U. tA H2.5A EA CONN. NEW H16-2 GIRDER TRUSS w Z 16 EXISTING POST TO REMAIN DURING DEMOLITION&t REMODEL UNTIL NEW EXISTING WALLS H1 H1 W6 H) H1 LLB LT NEW WALLS (TO 2x6 B.U. STUD,TYP.) WA UI NEW 2x6 @16"O.C. FRAMED WALL,TYP. NEW 3-2x12 NEW 2-2x12 NEW 2-2x12 ��� .•••`�"'" 4 N LO 0 O 16 ' Ul p EXIST WALL TO BE DEMOLISHED 2-2x6 B.U. POST IN WALL '"► co N I i ASSUMED P.E. ROOF TRUSSES @24"0.0 EXIST.GIRDER TRUSS TO REMAIN (TO B CONFIRMED DURING REMODEL Et VERIFY W EXIST. SUPPORT CONDITIONS;CONTACT z ENGINEER IF WALLS TO BE REMOVED A FOUND TO BE LOAD-BEARING H1: SIMPSON STRONG-TIE 3 J HOLDOWN HDU5 W/8"O A.BOLT EMBED 9",W/GALV. NUT @END W z i — — - - - - --I H1 a H1 z H N A10 9 W Sys/ tt NP. L—T EXISTING ROOF FRAMING TO REMAIN I W M Z cv Wr-4Q M ,77 J W }' c�C �V WQ Z =m o � Lr)V 0 W z J Z Q a H1 SW2 PLAN FRAMING NOTES: • REMOVE EXISTING WALLS AS PER ARCH DWGS • PROVIDE TEMPORARY SHORING AND SUPPORT AS REQD • BUILD NEW 2x6 @16"O.C.WALLS(EXTER AND 2x4 @24"O.C.WALLS(INTERIOR) • CONNECT EXISTING ROOF FRAMING TO NEW WALLS BELOW W/H2.5A CLIPS, EACH TR WALL&t WITH H16-2 GIRDER TRUSS TO WALL • ALL UPPER EXTERIOR NEW WALLS TO BE CIA11 -- - ---. 2 ROOF FRAMING PLAN SCALE: SCALER/4"=1' 2 06 ujiR111NliMIF C7 �. 0 I0! (u O C c m W NOTE: USE 19/32" STRUCTURAL PANELS FOR THE WALLS NOTED ON THE PLANS. to N a SHEARWALL PL N MAIN LEVEL SHEARWALL DESIGN SCALE: SCALE:1/4"= 1' PANEL2 BOTTOM PLATE ATTACHMENT BOTTOM PLATE ATTACHMENT # DESIGN SHEATHING EDGE NAILING TOP PLATE ATTACHMENT MARK AT EACH JOIST ® STUDS TO BEAM WALL BELOW TO CONCRETE OIC MASONRY BELOW SW1 19/32" STRUCT PANEL 10d ® 6" O.C. H2.5A CS16 W/ (6) 10d EACH END ® 48" O.C. 5/8" A.BOLT W/2" WASHERS, SW2 19/32" STRUCT PANEL 10d ® 4" O.C. H2.5A CS16 W/ (6) 10d EACH END CSD 32" O.C.- EMBED 7"@SAME SPACING AS SW3 19/32" STRUCT PANEL 1 O ® 3" O.C. H2.5A CS16 W/ (6) 10d EACH END 0 16" Q.C. SHOWN CLEFT SW4 19/32" STRUCT PANEL 10d CSD 2" O.C. H2.5A CS16 W/ (10) 10d EACH END 0 16" O.C. SW5 19/32° STR PANEL, B01H SIDES 10d 0 4' O.C. EA. SIDE H2.5A CS16 W/ (10) 10d EACH END ® 16" O.c. W SW6 19/32' STR PANEL, BOTH SIDES 10d 0 3" O.C. EA. SIDE H2.5A CS16 W/ (10) 10d EACH END ® 16" O.c. H V_ N SW7 19/32' STR PANEL, BOTH SIDES 10d 0 2' O.C. EA. SIDE H2.5A CS16 W/ (10) 10d EACH END ® 16" O. . W ' N G1 1/2- X 4' GYPSUM SHEATHING 0.120" NAIL X 1 3/4" LONG, 7/16" HEAD, GALV 0 7" O.C.; UNBLOCKED 16D 06 Pt O.C. N O iG2 1/2' X 4' GYPSUM SHEATHING 0.120" NAIL X 1 3/4" LONG, 7/16" HEAD, GALV O 7" O.C.; BLOCKED 16D 0 4" O.C. un 1. BLOCK EDGES WITH 2x LAID FLAT AND NAIL TO INTERMEDIATE SUPPORTS WITH 8d 0 12" O.C. Wuj 2. 10d NAILS SHALL BE 0.148POO x 3" (COMMON) 16d NAILS SHALL BE 0.135"0 x 3 1/2" (BOX), GALVANIZED. Z 3. FRAMING AT ADJOINING EDGES SHALL BE 3—INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS w uj ARE SPACED AT 3" OR 2 " O.C. = w 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFF--SET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 INCHES NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. _ 5. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ENDS STUDS SHALL RECEIVE PANEL EDGE NAILING; 4x6 OR (3)2X4 BUILT UP POST CSD ENDS OF SHEARWALLS SW4, SW5, SW6, SW7. Z 2 CN 6. ALL SHEATHING MATERIAL SHALL BE APA RATED "SHEATHING" WOOD STRUCTURAL PANELS. 7. ALL EXTERIOR WALLS SHALL BE SW1, U.N.O. FILE COP ci 8. C 516X48" LONG STRAPS MAY BE SUBSTITUTED BY LS1149 SIMPSON STRONG--TIE Z 0 Z L/3 MAX. (8)-16d @ 4" O.C. STAGGERED AT V D MIN. D MIN. EA. SIDE OF SPLICE WATER-PROOF FINISH AS STUB 2x_TO JOISTS Oce (8)-16d @ 12" O.C. STAGGERED 4" C-I-P SLAB W/#4 @16" _ " L. 3/4 D > TOP CHORD SPLICE ELSEWHERE PER ARCH DWGS W/16d @6 O.C. TO 2x4 OR 2x6 @16 O.C. t/'f .10 o PROVIDE SLOPE%" PER O.C. MID-DEPTH ON 6 W/Y2"APA RATED W Z o z 2x10 RIM JOIST W/2-16d L.F. MIL P.V.B. ON PLYWOOD /10d @4" O.C. C 0 o TO EA JOIST UNDISTURBED GRADE OR @PERIMETER Et @12" O.C. tj FLASHING ENG. FILL COMPACTED IN-FIELD TO t t5% STD. PROCTOR 8"fid A.BOLTS @32" O.C., %0 DENSITY EMBED 7" MIN. xcte �r�r# BOTTOM CHORD SPLICECN op ,, . , o / LI DI STUD WIDTH ° .. � � O co .. ; A uj UJ D = DEPTH OF JOIST a NOTE: CARRY DECK JOISTS v — = /\ \ ram .� •, . •► L = CLEAR SPAN � � ! \ � '�•, •�..... ��r�,�.. OVER BRICK VENEER WHERE \ iv ,, �► NOTES: APPLICABLE -SEE ARCH DWGS 1. NOTCH CUTS ALLOWED IN TOP OF JOISTS ONLY - NOTIFY6'-0" MIN. BETWEEN PLICES FOR BRICK VENEER 2 #5 CONT. ° ENGINEER PRIOR TO CUTTING BEAMS-TYP. U.N.O. BRICK VENEER ONLY LOCATIONS 2. THIS DETAIL DOES NOT APPLY TO ENGINEERED WOOD"I" SPLICE TO OCCUR AT CL. OF VERT. STUD-TYP. JOISTS. WHERE SHOWN ON 1LLJ ARCH PLAN V (1" 3 TYP. NOTCHES IN WOOD DETAIL (*'9 TOP PLATE SPLICE TY a DETAIL DECK FRAMING (2ND LEVEL FRAMING 1 DETAfL @FOOTING "'5 � 3 SCALE: SCALE:3/4"=1' A3 SCALE: SCALE:3/4"=1' 3 SCALE: SCALE:3/4"=1' SCALE: SCALER"=1'3 SIMPSON CS16 STRAP AT PERFORATED S.W. OPENINGS NOTE: 1" SPACE PROVIDE CONTROL OR SEE PLAN FOR SLAB SECOND POUR FIRST POUR CONNECT BRICK TO VENEER TO (j,J ONLY (U.N.O.) CARRY STRAP 28" (MIN.) PAST OPEN NG CONSTRUCTION JOINTS IN SLABS THICKNESS AND STRUCTURE W/GALV. OR STAINLESS V M EA. SIDE, OR AS NOTED ON PLANS ON GRADE TO BREAK UP SLAB REINF.-TYP. BURKE "KEYKOLD" JOINT STEEL STRAPS @24" O.C. MAX. rn Z r-4TYP. DOUBLE TOP PLATE INTO RECTANGULAR AREAS OF STOP REINF. 1" CLR. OF SPACING HORIZ. &t VERT. W N 400 SQ. FT. OR LESS. AREAS TO JOINT EA. SIDE M EXIST FLOOR TRUSSES NEW THA218-2 HANGERS TYP. STUDS BE APPROX. SQ. AND HAVE NO J ACUTE ANGLES. JOINT SEE PLAN FOR SLAB -_ - -- LOCATIONS TO BE APPROVED BY -- ON THE ARCHITECT. THICKNESS AND PLASTIC VAPOR BARRIER W _ REINF.-TYP. - �U AND COMPACTED •. •• .a � � •��. -� W Q CONSTRUCTION JOINT GRANULAR FILL PER - W -- -- Nql � ZCUT ALT. WIRES AT 1/2" PREMOLDED • 0 an NEW BEAM AS PER PLAN JOINT CONT. MASTIC JOINT i, \ . . d ,ra Ln U STRIP. (JOINT MAY BE SAW-CUT AT \ w 100 Z CONTRACTOR'S OPTION.) W BEAM OR HEADER PE \ d v NOTE: PROVIDE TEMPORARY SUPPORT TO PLAN FLOOR DURING INSTALLATION OF NEW BEAM SIMPSON CS16 x 24" — — — — - - Q PLASTIC VAPOR BARRIER LONG CONTROL JOINT AND COMPACTED Q MULTI-STUD PER PL/ ---- GRANULAR FILL PER 16" NAILING PER G.S.N. PLAN C�DETAIL rl4 NEW BEAM/FLOOR TRUSSES 1 Q TYP. HEADER ELEV. @EXT SHEARWALL OPENING �j JOINT DETAILS @SLAB ON GRADE FOOTING W/BRICK VENEER 3 SCALE: SCALE: 1"=1' A3SCALE: SCALE:3/4"=1' �� SCALE: SCALE:1/2"= 1' 2 SCALE: SCALE: 1"=1' 3 s BMS. PER PLAN SPLICE WH RE SHOWN ON PLAN EPC SERIES CAP AS EQ'D. CORNER BARS TO MATCH CORNER BARS TO MATCH CROSS TO FIT BEAM £t PO EXTERIOR HORIZ. REINF. WALL HORIZ. REINF. CBSQ66; CB66; OR • ABU66Z AS PER PLAN • a.0 C ADD'NL. VERT. BARS ! TYP. CORNER BARN � > ° PC SERIES CAP AS REQ'D. TO FIT BEAM Ft M POST CROSS WALL , p \ uj 0 0 0 OST PER PLAN \.� , DOUBLE CURTAIN NOTE: SEE ARCH. DETAILS OR #4 16" L ALTER BENDS FOOTING AS PER PLAN _ J\ SPECIAL CONNECTIONS AT (2) #5 ., EXPOSED FRAMING. 4 cu 0 4-1 r14 C y 15 NEW POST TO NEW FOOTING 1 WOOD BEAMS BEARIN ON WOOD POSTS CORNER REINF. IN CONCRETE FOUNDATIONS FOOTING =` 7 3 G W/BRICK BOTH FACES OF WALL 1� 3SCALE: SCALE: 1"=1' SCALE: SCALE:3/4"=1' SCALE: SCALE:3/4"=1' SCALE: SCALE: 1"=1' pe L/6 MIN. D MIN, FLOOR/ROOF SHEATHING NOTES: NEL EDGE 0 NAILING T � BLOCK @ 2-2x6 B.U. STUDS MIN 1. ALL HARDWARE TO BE GALV. — N � BLOCKING (MIN) 2. PROVIDE BLOCKING BTWN. TRUSSES AT ALL NAILS @ E o BLOCK FOR (1) JOIST OR POST AS PER PLAN t AS PER SHEARWA w SUPPORTS. SCHEDU BLOCKING SPACE EA. SIDE OF � _A,WALL %0 3. SEE ARCH. DWGS. FOR ROOF EDGE , ; BTWN. JOISTS @ 48 O.C. 8d @ 6" O.C. TO TREATMENTS OVERHANG HOLES @ CL OF OISTS AS PER PLAN Q No • ZIs JOISTS ONLY BLOCK NG %"Q�THREADED ROD W � IIIA FULL DEPTH c.4 • ' o BLOCKING W/ 8d TOP PL i • D = DEPTH OF JOIST @ 6" O.C. s DI = STUD WID H (2)-16d EA. CONNECTION (2)-16d EA. GALV. NUT a BLOCKING ANEL EDG BLOCKING ° SIMP,S N H2 5A L = CLEAR SPA • . a °• w p NAILING @ 16 .�:N.YOP. — LOCKING BTW NOTE: SEE SW SCHED. FOR �\//�/ v ;; /� _J O HOLES AT CL. OF STUDS ALL NAILING AND P E B THEL STUDS ONLY NOTES: SHEATHING PANEL CONNECTIONS, NOT v w E TRUSSES Y OTHERS NAILS @INTERMEDIATE 1. HOLE CUTS ALLOWED IN JOISTS AND JOINT W/ PANEL EDGE OTHERWISE NOTED. \• . w AT 24" O.C. SUPPORTS @ 12" O.C. DI/3 STUD ONLY - NOTIFY ENGINEER PRIOR TO NAILING \ d . ° ? w Z 1/2" PLYWOOD \5La"MIN. a = w CUTTI G POSTS OR BEAMS - TYP. U.N.O. OTTOM PL. �— — — — — — _ cn 0 SHEATHING W/ 8D @ 6" 2 x STUDS, SEE ARCH. 2. THI DETAIL DOES NOT APPLY TO CONNECTION OC @ PERIMETER AND @ ROOF: /2" EXTERIOR PLYWOOD 12" O.C. IN FIELD SHEATHING, APA RATED CL. HOLES ENGINEERED WOOD "I" JOISTS. ANEL EDG OR AS PER SHEARWALL IN STUD NAILING PLANA ,�c�l � 1(P. WALL SECTION TIE-DOWN DETAIL rl 2 TYP. HOLES IN WOOD ETAIL 8 SHEARWALL CONSTRUCTION DETAILS TYPe z 4 DETAIL @HOEDOWN ` � 3S3SCALE: SCALE:3/4"-1' SCALE: SCALE:3/4"-1' SCALE: SCALE:1/2"=1' SCALE: SCALE: 1"=1' P 1 Z 1"6m 0 o BUILDING CODE SUMMARY RESIDENTIAL ACCESSIBILITY DIAGRAMS ^ ' " ' - - - - - - - - - - - SYMBOL LEGEND DRAWING INDEX: s4A 0 NLL- SCALE:1/2 - 1-0 i o Z APPLICABLE CODES: SCALE:NO SCALE ARCHITECTURE: a �5,. O J A001 INDEX,LIFE SAFETY,LEGENDS,AND NOTES U ci v) BUILDING CODE: FLORIDA BUILDING CODE,5TH EDITION(2014),BUILDING(FBCB) o• V PROJECT- A002 ARCHITECTURAL SITE PLAN , a p PLUMBING CODE: FLORIDA BUILDING CODE,5TH EDITION (2014),PLUMBING(FRCP) ADJACENT NORTH A101 DEMOLITION PLANS C0 A201 RENOVATION PLANS-FIRST FLOOR a w w MECHANICAL CODE: FLORIDA BUILDING CODE,5TH EDITION (2014),MECHANICAL(FBCM) WALLTRUE- :.00- ELECTRICAL CODE: NATIONAL ELECTRICAL CODE,2011 (NEC) - - - i �---- - - - - - � A202 RENOVATION PLANS-SECOND FLOOR oe ACCESSIBILITY: FLORIDA BUILDING CODE,5TH EDITION (2014),ACCESSIBILITY(FBCA) - - -- NORTH I---=- - NORTH ARROW r, A211 FRAMING PLANS-FIRST FLOOR 8 CL FIRE CODE&LIFE SAFETY: FLORIDA FIRE PREVENTION CODE,5TH EDITION(FFPC) �1- A212 FRAMING PLANS-SECOND FLOOR 3 _ A221 FINISH PLANS-FIRST FLOOR Lo / -ADJACENT ADJACENT ADJACENT ry �, \\'� / _'�_ A222 FINISH PLANS-SECOND FLOOR `i w Biu' USE AND OCCUPANCY CLASSIFICATION - FBCB CHAPTER 3: z WALL OR 1NALL WALL OR TUB INTERIOR ELEVATION �r TUB-- A301 REFLECTED CEILING PLAN-FIRST FLOOR a w OBSTRUCTION AXXX A302 REFLECTED CEILING PLAN-SECOND FLOOR a ?w SECTION 302 -CLASSIFICATION:RESIDENTIAL R-3(FBCB 304) - �z i A401 EXTERIOR ELEVATIONS ' TYPES OF CONSTRUCTION - FBCB CHAPTER 6: ` WC EXTERIOR ELEVATION `r AXXX N nJc= /, WC A601 INTERIOR ELEVATIONS J 04 O - _� SECTION 602-CONSTRUCTION CLASSIFICATION TYPE VB 2-6 IN. 2-0 X A602 INTERIOR ELEVATIONS ai V) 3 "CLR 1'-3"MIN. 1'-3"MIN. AXXX ---- +- -------- DETAIL REFERENCE U --- TABLE 601 -FIRE-RESITANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: a SHOWER PLAN WC PLAN TUB PLAN - A801 DETAILS y u- z STRUCTURAL FRAME 0 - -- ------- X �', A802 DETAILS oc 00 BEARING WALLS-EXTERIOR 0 AXXX SECTION REFERENCE A901 SCHEDULES Lu Lo w O NON-BEARING WALLS&OPARTITIONS-EXTERIOR 0 PROJECT INFORMATION: = NON-BEARING WALLS&PARTITION-INTERIOR 0 _ +HSR-7FLOOR___ ELEVATION INDICATOR RE# 170392 000 oe3 I z FLOOR CONSTRUCTION 0 ADDRESS 824 SHERRY DR V)p ROOF CONSTRUCTION 0 ATLANTIC BCH 32233 -� V -- a o GENERAL BUILDING HEIGHTS AND AREAS - FBCB CHAPTER 5 ui ROOM NAME ACRES 0.26 o X101 ROOM NUMBER BOOK-PAGE 1 51 50001 71 N Q O J J J a TABLE 503-ALLOWABLE HEIGHT AND BUILDING AREAS: U; U U LE PANEL 9416 _ LEGAL DESCRIPTIONS 10-16 16-2S-29E.26 U ! SALTAIR SEC 3 MAX BUILDING HEIGHT: - o ALLOWABLE: 40'-0" ,106A; DOOR NUMBR LOTS 67,68,59 z z w PROPOSED: EXISTING(NO CHANGE) FLOOD ZONE 0.2 PCT ANNUAL FLOOD HAZARD 0 a MAX AREA: - -� — _ M z ALLOWABLE: UNLIMITED ASHSITE NOT IN ASHSITE ZONE j ENTERPRISE ZONE PROPOSED: +456 SF \10\ WINDOW NUMBER JEDC ZONE NOT IN oa -j Q --' EVACUATION ZONE ZONE B Z = VANITY VANITY--- WC VANITY / - TUB CPAC N/A Lu Z FIRE-RESISTANCE-RATED CONSTRUCTION - FBCB CHAPTER 7 - rt --- ----- -- -- pe ENCLOSED/C 939 3 1 — PARTITION TYPE ENCLOSED/UNOCOND:HED: 846 SQFTT U Q WITHIN FIRE DISTRICT: ( )YES ( � ) NO o SPRINKLED: ( )YES ( � )NO 4"' 4" 4"' 4111 UNENCLOSED: 484 SQFT VOLUME W/I THERM.ENV. 35451 CUFT 3 ,/- Q FLORIDA BUILDING CODE, RESIDENTIAL VANITY PLAN VANITY/WC PLAN VANITY/TUB PLAN 2 FFE SCHEDULE REFERENCE OO U to w SECTION R303 LIGHT,VENTILATION AND HEATING LIST OF ABBREVIATIONS: u _ _1\'.; REVISION NUMBER ~ R303.1 HABITABLE ROOMS ACT ACOUSTICAL GELLING TILE Ow= HABITABLE ROOMS(LIVING ROOMS,DINING ROOMS,KITCHENS,AND BEDROOMS)SHALL HAVE I WINDOWS WITH GLAZED AREAS GREATER THAN 8%OF THE ROOM AREA OR SHALL HAVE LIGHTING A/C AIR CONDITIONER robert zinn m ate. SUFFICIENT TO PROVIDE 6 FOOTCANDLES ARTIFICIAL ILLUMINATION @ 30"AFF. AHU AIR HANDLING UNIT ( 1 ---------- GRID NUMBER/LETTER CAB CABINET AR94030 QO R303.3 BATHROOMS CPT CARPET w� BATHROOMS SHALL HAVE WINDOWS WITH MINIMUM GLAZED AREA OF 3%OF THE ROOM AREA 1/2 CLG CEILING w z OF WHICH SHALL BE OPENABLE OR ARTIFICIAL LIGHT AND MECHANICAL VENTILATION PER M1507 \X j CL CENTER LINE OR CLOSET KEYNOTE z o SHALL BE PROVIDED. CO CARPET CLEAN OUT O CTT CERAMIC TILE z z R303.4.2 EXHAUST OPENINGS: GENERAL NOTES - EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. SCALE:NOSCALE - PENDANT LIGHT FIXTURE CW COLD WATER w CONC CONCRETE vi U� R303.5 OUTSIDE OPENING PROTECTION: 1. DO NOTSCALE DRAWINGS. CMU CONCRETE MASONRY UNITS O nc EXHAUST OPENINGS SHALL BE PROTECTED WITH SCREENS OR GRILLES HAVING 1/21,MAX.OPENINGS IN CONT CONTINUOUS W Q RECESSED LIGHT FIXTURE CORR CORRIDOR u 130 ANY DIRECTION 2. IF THE CONTRACTOR DISCOVERS DISCREPANCIES BETWEEN DRAWINGS AND CJ CONTROL JOINT z Cie j THE CON MONS FOUND ON-SITE,CONFLICTING INFORMATION BETWEEN . CFM CUBIC FEET PER MINUTE ><u �w SECTION R304 MINIMUM ROOM AREAS DRAWINGS,AND/OR CONFLICTING INFORMATION BETWEEN DRAWINGS OF DFCI DESIGNER FURNISHED,CONTRACTOR INSTALLED coin O w THE VARIOUS DISCIPLINES;THE CONTRACTOR SHALL IMMEDIATELY CONSULT THE SURFACE-MOUNTED LIGHT FIXTURE DIA DIAMETER H � z w R304,1 MINIMUM AREA: ARCHITE .T BEFORE PROCEEDING WITH THE WORK. SHOULD THE CONTRACTOR x DN DOWN 0 _ Q = AT LEAST ONE ROOM EXCEEDS 120 SF PROCEEDWITH WORK BASED ON ASSUMED INTENT,CONFLICTING DWG DRAWING �J Q O INFORMATION,AND/OR INCOMPLETE INFORMATION,HE/SHE DOES SO AT DF DRINKING FOUNTAIN Z o w ca R304.2 OTHER ROOMS: HIS/HER )WN RISK AND MAY BE HELD LIABLE FOR BOTH THE UNAPPROVED + WALL SCONCE ELEC ELECTRIC 0 ne m o Q BEDROOMS EXCEED 70 SF WORK AND ANY WORK TO RESTORE CONDITIONS TO THEIR ORIGINAL STATE. EWC ELECTRIC WATER COOLER ce w U N ix O ON R305 CEILING HEIGHT EWH ELECTRIC:WATER HEATER j3 z `- J SECTION _ 3. THESE DRAWINGS ARE BASED ON THE REASONABLY AVAILABLE INFORMATION FLUORESCENT STRIP FIXTURE EL ELEVATION Z Q U._ AND REA DILY VISIBLE CONDITIONS AT THE TIME OF THE ARCHITECTS SURVEY EQ EQUAL Q Q w Q R305,1 MINIMUM HEIGHT ; AND/OR BEGINNING OF THE ARCHITECTS WORK. THE CONTRACTOR SHALL EXT EXTERIOR I y ALL CEILINGS EXCEED 7 FEET IN HEIGHT IMMEDIATELY CONSULT THE ARCHITECT IF,UPON REMOVING EXISTING FBC FLORIDA BUILDING CODE °- ELEMENT STRUCTURES,EQUIPMENT,AND/OR ASSEMBLIES,UNDOCUMENTED SURFACE MOUNTED FLOOD LIGHT FIN FINISH Oz J SECTION 8307 TOILET,BATH AND SHOWER SPACES CONDITI SNS ARE DISCOVERED. - FIN CLG FINISH CEILING Uz N R307.2 BATHTUB AND SHOWER SPACES LOCATION LAN ` FIN FL FINISH FLOOR p WALLS ABOVE THE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A 4. MECHANICAL DUCT SIZING,VENT SIZING AND QUANTITY PER HVAC ENGINEER SCALE:NOT TO SCALE u. _ FE FIRE EXTINGUISHER �=O NONABSORBENT SURFACE.SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 OR SUB ONTRACTOR.DESIGN SHOWN INDICATES INTENT TO ALIGN DIFFUSERS, ,.. LAY-IN FLUORESCENT FEC FIRE EXTINGUISHER CABINET NOT SYST=M DESIGN.SYSTEM TO BE DESIGNED BY ENGINEER OR QUALIFIED I'DFL/ FLOOR U� FEET ABOVE THE FLOOR. FD FLOOR DRAIN Q INSTALLE .CONSULT ARCHITECT IF NUMBER OF DIFFUSERS VARIES FROM COMBO EXIT SIGN;EMERGENCY FRT FIRE-RETARDANT TREATED Luz SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS NUMBER SHOWN.TYP. N Q 1-95 \�' EGRESS FIXTURE FT FEET/FOOT `n C SLEEPING ROOMS AND HABITABLE ATTICS SHALL HAVE DOORS OR WINDOWS MEETING THE FTS FINISH NI STUD w 5. PROVIDE SHOP DRAWINGS FOR ALL MILLWORK PRIOR TO FABRICATION. '� � '� ___ = ^ GALV GALVANIZED d � No O FOLLOWING REQUIREMENTS °; MAXIMUM SILL HEIGHT: 44 INCHES AFF _ .�. ® EXIT SIGN(WALL OR CLG.MNTD.) GWB GYPSUM WALL BOARD >d o Cie J MINIMUM OPENING AREA: 5.7 SF 6. PROVIDE BLOCKING/REINFORCEMENT BEHIND ALL WALL MOUNTED -� \``\ HDW HARDWARE 'a N MINIMUM OPENING HEIGHT: 24 INCHES MILLWORK. HGT HEIGHT Q HM HOLLOW METAL MINIMUM OPENING WIDTH: 20 INCHES / EMERGENCY EGRESS FIXTURE HORZ HORIZONTAL 7. VERIFY APPLIANCE SIZES W/OWNER PRIOR TO FABRICATING ADJACENT HW HOT WATER R310.1.4 OPERATIONAL CONSTRAINTS: ' ID INSIDE DIMENSION MILLWORK OR MILLWORK TO RECEIVE APPLIANCES. THE WINDOWS IN BEDROOMS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF _ KEYS,TOOLS OR SPECIAL KNOWLEDGE. _ INSUL INSULATION 8. APPLIANCES SHOWN ARE BASIS-OF-DESIGN ONLY. VERIFY ACTUAL PRODUCT ! \ a';$ s LIGHT SWITCH JAN JANITOR w SELECTIONS WITH OWNER. '� y ��� s � - JT JOINT > ���� �� LAM LAMINATE � 4 a LAV LAVATORY ' 9. CONTRACTOR SHALL VISIT THE SITE DURING BIDDING AND SHALL FAMILIARIZE N HIM OR HERSELF WITH THE EXISTING CONDITIONS. LE, - 1- DUPLEX OUTLET LIC LIGHTWEIGHT INSULATING CONCRETE 0 t- £f r PROJECT LOCATION MAOX MASONRY MAX MAXIMUM 10. CONTRACTOR SHALL PROVIDE ALL NECESSARY PERMITS FOR THE WORK Y� _l y - - MECH MECHANICAL ry Q \ - r, , ��i j• ! QUAD OUTLET INDICATE / _ �__� - ;� LL� r a ME MATCH EXISTING to -10 , � z MTL METAL a� � -� \ � /1 ! 1 I JTB MP METAL PANEL O 11. ALL WOR SHALL BE IN ACCORDANCE WITH CURRENT BUILDING CODE AND + °�? i F= �� . �` , . ` �(� � ��� �`� MIN MINIMUM CURRENT FLORIDA FIRE PREVENTION CODE. \ L z \ ( s DEDICATED OUTLET U L � MRGWB MOISTURE-RESISTANT GYPSUM WALLBOARD \ 1 \ _ \ . 1 NIC NOT IN CONTRACT •• 12. ALL BLOCKING IN EXISTING FIRE RATED WALLS SHALL BE FIRE RETARDANT - �; ��`� r NTS NOT TO SCALE 7\ \ ' as TREATED HOOD OR METAL STRAP TO PRESERVE ASSEMBLY FIRE RATING. -95 r V220V OUTLET OC ON CENTER H Q - I 1 A'�. i OD OUTSIDE DIMENSION .� U 13. PROVIDE BLOCKING/REINFORCEMENT BEHIND ALL GRAB BAR LOCATIONS �-- l'� 1-\ OPNG OPENING / OFCI OWNER FURNISHED,CONTRACTOR INSTALLED ! b TEL/DATA OUTLET PNT/PT PAINT 14. OWNER HALL COMMISSION A STRUCTURAL ENGINEER FOR ANY AND ALL _ ,� PT PRESSURE TREATED OR PORCELAIN TILE WORK EFFECTING OR DESCRIBING LOAD-BEARING ASSEMBLIES. THE L_ _ REINF REINFORCE STRUCTURAL ENGINEER'S WORK IN REGARD TO MEMBER SIZES,STRUCTURAL REQD REQUIRED CONNECTIONS,MEMBER SPANS,FOUNDATION ASSEMBLY,AND ALL OTHER .! r \ JUNCTION BOX RD ROOF DRAIN ASPECTS OF THE WORK BEARING THE LOADS NECESSARY FOR THE SAFE AND RO ROUGH OPENING w FUNCTIONAL SOUNDNESS OF THE BUILDING SHALL SUPERCEDE THESE SC SEALED CONCRETE O DRAWINGS. SHT SHEET © CAMERA SIM SIMILAR z SPEC SPECIFICATIONS z STL STEEL Q SPEAKER BANK/UTILITY BOX TYP THK THICK CAL PLOT PLAN ® UNO UNLIESS NOTED OTHERWISE ULJ z SCALE:NOT TO SCALE ; DRAWING LEGEND VERT VERTICAL w SCALE:NOT TO SCALE VCT VINYL COMPOSITION TILE -' � . ® SMOKE/CO DETECTOR EXISTING ITEMS -CUT VIF VERIFY IN FIELD tTj VWC VINYL WALL COVERING t- -------- -- EXISTING ITEMS TO REMAIN -ABOVE Q T �__�►�� RE-LOCATED ITEM C Ui ------- - EXISTING ITEMS .O REMAIN -BEYOND •- - - - EXISTING ITEMS TO REMAIN -HIDDEN 3 w DEMOLISHED ITEMS -CUT ED FIRE EXTINGUISHERS z --- - ----- DEMOLISHED ITEMS -ABOVE OR BEYOND �m m m PATH OF EGRESS NEW ITEMS -CUT(WALLS) NEW ITEMS -CUT(DOORS,ETC.) -———- FILE COpy NEW ITEMS -ABOVE ® SUPPLY DIFFUSER NEW ITEMS -BEYOND REVIEWED FOR CODE COM RETURN DIFFUSER COMPLIANCE - - - - - - - NEW ITEMS -HIDDEN CITY OF ATLANTIC BEACH o E EXISTING ITEMS SEE PERMITS FOR ADDITIONAL, EXHAUST DIFFUSER REQUIREMENTS AND CONDITIONS R RELOCATED ITEMS D DEMOLISHED ITEMS REVIEWED By.. .L22. DAA -/�./ E << 0 r 0 130 < 0 Z 0 6(l) 0 <cn @ 0 U-LU 00- �7- Z LU CN LU a_ 04 0 Lo ry ci CL (n LU ry CL X z ui < Lu LU C14 ce cy) 0 < m cn LU TOTAL LOT COVERAGE:26.5%<357o ALLOWABLE L) c: 0 >w C<L z LL. 00 Lo t2 Lu C14 z__j Lu 0 ID 5 ae z I-- < tn z 0 LLJ !2 u OL 04 04 <0 ad O'o- LU oe LU .......... ................. z'o ix % LU �j % **ft 1,/ SHED z % % (DEMO) % < z= % <cn % to uj % 40 cle z 100 % 00 00 100 to I.- ........ --------- ........ .......... ...... U=F . ...... ix LAWN < I.- .. ......... LL.0 0 u ui U Lu U- U-I UJ o y robert Ann r 01-- i - I/ , 1/1 �11 ***A 41 AR94030 0 U LL.1 0<- — — — — — — oe C EON CL z Zo 0 ...... 0% C) 31 zz LU PAT 10 PAT 0 LU u 0 0 cf) ui ix uj uj LIN, 04 CN OM .............. ow — — — — — — ui (y) Zw < LU ICE 0 n < LU 0 70, m oz u LU Z LL. < (40 L U U- ADDITION FOOTPRINT 456 SF(4.1%LOT — — — — — — — — — — — — — — -- 00 COVERAGE) L U .................. ... ......... .. ........ 0 ............ .............. ......... r ............ ........ .......... .............. ................. ............. 0 ..................... ............. ................ ........ ........ ......... ........ ............... z .......... ................ . ...... .......... 0 X 0 U .......... 0 uz Lo LLJ CL < 111�L-u EXISTING TREE TO BE REMOVED .01 0 n CN U-1 Iz' oe EXISTING PAWERS ....................... < i"NINNI ............ 0 R'2 �g V) MWN E M z J. /wool , � ' j < rAloo �_k 0 0 u V1 woo EXISTING 1/y Cie ....... DRIVEWAY V) z 0 u —----------- ------ EXISTING\ 0 wo EXISTING 11 GATE It I GATE "IN J\ EXISTING It k WALK z lil < �1 * —j EXISTING CL LU DRIVEWAY ILI 0 u `0 < ...........- ARCHITECTURAL SITE PLAN C4 -7SCALE:1/16"=V-0" FkME Coll- =O U N 0 v a0 z0 v a Q 8g o pa DEMOLITION PLANS - KEYNOTES: 04 CL OC N 0 3 1. REMOVE EXISTING INTERIOR WALL,PROVIDE TEMPORARY SUPPORT AS REQUIRED.SEE STRUCTURAL DRAWING. L? a o a Lu 2. REMOVE AND SALVAGE EXISTING DOORS AT OWNER'S OPTION,TYP.REMOVE AND SALVAGE CASING AND TRIM c' z X FOR REUSE. 0- v w3. REMOVE AND SALVAGE EXITING APPLIANCES FOR REUSE. N a = M Q O 4. REMOVE AND SALVAGE EXISTING MILLWORK AND COUNTERTOPS FOR DONATION AT OWNER'S OPTION. _ m ai Lu 3 5. EXISTING EXTERIOR WALLS TO BE REMOVED. c U� o a 6. REMOVE EXISTING PLUMBING FIXTURES,CAP SUPPLY/SANITARY LINES FOR REUSE. u N z nc 7. REMOVE EXISTING FINISHED FLOOR TO EXTENTS SHOWN.PROTECT ALL REMAINING HARDWOOD.PREP AREA O Lu ANS AN SCHEDULES.O LoFOR NEW FINISHED FLOOR INSTALLATION PER FINISH PLN J Lu 3 8. REMOVE EXISTING PORCH RAILINGS. Zo 9: PREP FOR FLOOR REFINISHING —w p 10. REMOVE EXISTING BASE TRIM TO CORNER,SALVAGE IF POSSIBLE. a Q o N a O a .11CONFIRM COLUMNS ARE NON-LOAD-BEARING WITH STRUCTURAL ENGINEER PRIOR TO COMMENCING ,a DEMOLITION,TYP. Ua Lu 12. REMOVE AND SALVAGE EXISTING PAVERS FOR POTENTIAL RE-USE AT OWNER'S OPTION. Z w a 13. REMOVE EXISTING COLUMNS AND PORCH ROOF ABOVE.PREPARE INTERIM WATERPROOFING MEASURES PRIOR o? TO COMMENCING CONSTRUCTION. oa ZN 14. REMOVE EXISTING FUEL TANK AND SALVAGE FOR RE-INSTALLATION IN NEW LOCATION. Lu 0 15. REMOVE EXISTING WINDOW AND PREP OPENING FOR REPLACEMENT. 3 L 16. REMOVE EXISTING COUNTERTOP,EXISTING UPPER AND BASE CABINETS TO REMAIN. N U=F13 17. EXISTING ROOM,NO WORK. "O O _ _______ _ U w (I""I —`----- — — � 18. EXISTING PORCH TO BE REMOVED. lL_j 19. PORTION OF EXISTING EXTERIOR WALL BELOW TO REMAIN;PROTECT FROM WATER INFILTRATION DURING O� I I CONSTRUCTION. Lu robert zinn m:� i 20. REMOVE EXISTING WINDOW TO ROUGH OPENING AND PREP FOR NEW CASING. AR94030 o O - , - - 21. CREATE NE OPENING IN EXISTING WALL. Q w ( i i -'121 a O °- z Z p t z w 2 J � I ' 2Lu oc Z ui LLJ 4 �V__ :: - cy) W ---�----- -- -- 2` 9 co _ - o w DW — I I � -' -- � h oa --J �� ' EXISTING PR .�_.._...._._ W c� Z --- = a= ��� r (� 102 - Z U ------------ ------------------o / ,_ I t6 -� 0 �- m o z `��_--� U J Q m>- ( ( i-- U .--o4 --------------------------- LUv' Q 11 u- ----- v a 3 KITCHEN ............................. . ....... ......_. '- N O� --- -- .O ( f O Q -- --� -------J -...................... .--- ....... U I 11 Q I EXISTING LIVING -- -- - L -- Q �� �z InIN 1-0 4 , 101 � N I I I �. 0 i a LLJL II - J I �. u- q,. .0 0 F-------� f---------� J I - EXISTING POWDER ROOM EXISTING GUEST BEDROOM 103 104 �2 r1 1 CL ��r� t2 ) CL T_ CL ��— - z mi I I Q ry z EXISTING GARAGE 109 .. o:: N z ❑ H O U -X17 j— EXISTING MANO ROOM EXISTING FOYER EXISTING GUEST BEDROOM 108 107 105 � CL EXISTING BEDROOM 9 . 106 CL I ' CL j u u z J CL sozo H 30 gw V........... o ❑ ❑ ❑ ❑ E - , DEMOLITION PLANS - FIRST FLOOR �� / SCALE:1/4"=V-0" J p E Q V=i 0 U 130 : a OZ v O N a O:� 4- U- w� Lu O _ a. Lu DEMOLITION PLANS - KEYNOTES: z Lu Na_ 3 1. REMOVE EXISTING INTERIOR WALL,PROVIDE TEMPORARY SUPPORT AS REQUIRED.SEE STRUCTURAL DRAWING. M a.N p Lu 2. REMOVE AND SALVAGE EXISTING DOORS AT OWNER'S OPTION,TYP.REMOVE AND SALVAGE CASING AND TRIM . c' X FOR REUSE. a z Z w °¢ — Qw I m 3. REMOVE AND SALVAGE EXITING APPLIANCES FOR REUSE. N ce f- Q p 4. REMOVE AND SALVAGE EXISTING MILLWORK AND COUNTERTOPS FOR DONATION AT OWNER'S OPTION. u 5. EXISTING EXTERIOR WALLS TO BE REMOVED. O UCie H 6. REMOVE EXISTING PLUMBING FIXTURES,CAP SUPPLY/SANITARY LINES FOR REUSE. w a N z U-00 . REMOVE EXISTING FINISHED FLOOR TO EXTENTS SHOWN.PROTECT ALL REMAINING HARDWOOD.PREP AREA ,n ;n w FOR NEW FINISHED FLOOR INSTALLATION PER FINISH PLANS AN SCHEDULES. N J Ox 8. REMOVE EXISTING PORCH RAILINGS. Z 9: PREP FOR FLOOR REFINISHING z p v Q= 10. REMOVE EXISTING BASE TRIM TO CORNER,SALVAGE IF POSSIBLE. ca p N O 11. CONFIRM COLUMNS ARE NON-LOAD-BEARING WITH STRUCTURAL ENGINEER PRIOR TO COMMENCING � ,,�I DEMOLITION,TYP. U°G ? m 12: REMOVE AND SALVAGE EXISTING PAVERS FOR POTENTIAL RE-USE AT OWNER'S OPTION. 0 w 13. REMOVE EXISTING COLUMNS AND PORCH ROOF ABOVE.PREPARE INTERIM WATERPROOFING MEASURES PRIOR z TO COMMENCING CONSTRUCTION. w _j _j J pQ zQ N 14. REMOVE EXISTING FUEL TANK AND SALVAGE FOR RE-INSTALLATION IN NEW LOCATION. w(� 15. REMOVE EXISTING WINDOW AND PREP OPENING FOR REPLACEMENT. Lu 16. REMOVE EXISTING COUNTERTOP,EXISTING UPPER AND BASE CABINETS TO REMAIN. ' p N 81 17. EXISTING ROOM,NO WORK. Q p ----- ------- _—_----- 18. EXISTING PORCH TO BE REMOVED. U Lu I \\ // I 19. PORTION OF EXISTING EXTERIOR WALL BELOW TO REMAIN;PROTECT FROM WATER INFILTRATION DURING CONSTRUCTION. robert Ann 20. REMOVE EXISTING WINDOW TO ROUGH OPENING AND PREP FOR NEW CASING. AR94030 m a_ \ / 00 i \\ // I 21. CREATE NE OPENING IN EXISTING WALL. Lu Cie 0 I \\ i9 / z o I \\ O� Luzz 15) 7 � 12) uj ui ow v � . ,s I —� � -- N ui co ow Z � Z a W aI I PORCH j � �, Z Q O ( I i ��6 " % _j Qa o H Ox U pQ O z _ 0 0 Q Q m 00-ocn RENOVATION PLANS - KEYNOTES:Lu aM Lo t 3 1. RE-FINISH FLOOR ONLY. cii. a N ba t 0 i 2. PROVIDE NEW BASE TRIM TO CORNER-MATCH EXISTING TRIM,PATCH,AND PAINT. 0- d 3. INFILL EXISTING OPENING WITH WOOD STUDS AND GWB,FLOAT JOINTS EVEN WITH a uj t ADJACENT EXISTING SURFACES,PAINT TO MATCH EXISTING WALLS-TO CORNER IF 04 _ REQUIRED FOR COLOR MATCHING. � c�i O h w Q 4. NO WORK. _ Lu � 5. NEW DOOR,SEE SCHEDULE SHEET FOR INFORMATION,TYP. o>c a U uj n z 6. PROVIDE FLUSH THRESHOLD. ° W ul / �i ! �0 00 7. LANDSCAPING BY OTHERS-SOIL SHALL BE FREE OF DEBRIS,ROOTS AND N J w O I i l i �� \�' %� (i' OBSTRUCTIONS. - / �� 8. NEW WALKWAY W/PATIO PAVERS -RE-USE SALVAGED PAVERS IF POSSIBLE. z or �/ I � V�� �� 9. NOT USED. a p 10. FURNITURE BY OWNER,TYP-NIC. o ix w r _ ,�� 11. APPLIANCES OFCI-GC TO COORDINATE RE-INSTALLATION. SEE FFE SCHEDULE FOR r- U Lu (55 \ MODEL NUMBERS. zm Z w 04t 3� Vj� 12. LINE OF UPPER CABINETS ABOVE COUNTERTOP,TYP. v,w (,A801 i �Ir A801 C 13. LINE OF BASE CABINETS BELOW COUNTERTOP,TYP. p Q — — — — -- — — I,�l� �/ 14. NOT USED. QN - - -- - - - - — -- I - - - r -- — w O 114B t�14 1 41 D V ,� D 3 ` ;5 15. NEW 4 X 4 SQUARE METAL DOWNSPOUT FROM GUTTER ABOVE. d U-1 X� -- ►_ p �� j ���;,/�' 16. EXISTING MILLNORK TO BE PAINTED. U= I I (%� �� 17. PLEASE PROVIDE ALLOWANCE FOR BUILT-IN CLOSET W/SHELVES,DRAWERS,ETC.SEE 7 !�0)— ` PLAN O O �� ! _... ''-' 18. NEW COUNTERTOPS-SEE INTERIOR ELEVATIONS FOR SPECS. , U w COVERED PATIO AND KITCHEN _Q DINING �� 10` x 113 - . w f- 11� i� 5 . {� 19. NEW ISLAND CABINETS-SEE INTERIOR ELEVATIONS. �_- �\ \��;�� I I _�� _� _ ___ � � � �• PATIO _ 10 �.� ���I/„� (8) robert Ann '- --- 115 \_ !� Y 20. EXISTING GAS/TANK SERVICE IN NEW LOCATION. AR94030 m d 1 O - 21. RELOCATED EXTERIOR SHOWER. od O-w -- \� - - -—--- - -------- 22. NEW PANTRY. ED ac O Zz `X� A602 �' �-'8-­\ ' O p 23. EXISTING DOWNSPOUT z z 102A 24. EXISTING ELECTRICAL METER r _-- uj — 25. NEW WINDOWS,SEE SCHEDULE SHEET OR INFO,TYP. W O� - - - - - + --_ - - -- - - - - - - ----- -- - - - — - 26. LINE OF ROOF NIP BELOW --- ui Oe j r - - h I 01 102E 27. (BELOW)SLOPE ROOF 1/8:12 MIN;PT WOOD SLEEPERS @ 16”O.C.TO LEVEL WALK W M D �UJ BEV I � ICE i -- - I II I- —I-- - �. $ 4 �, SURFACE — N w I I DW i i �. .,5, H M Lu Zad I _ _ • j r - EXISTING PR't` Si3. (BEL51Nr'TPO ROOF: GAF TSANN60HW-GRACE ICE AND WATER SHIELD HT a ''' �- f 102 UNDERLAYMENT,STORMSAFE ANCHOR SHEET W/4"LAP AND DRILL-TEC# 14 HD U Q j t 0 - _ ;- FASTENERS W/PLATES&18"O.C.AT LAP/18"STAGGERED IN 2 ROWS FIELD; Z Q ..----------- -----------------------------.------- p p (� p '- ' EVERGAURD FREEDOM MEMBRANE HW 60 MIL ASTM D-6878 W/4"HEAT WELDED LAPS >- m oz 2 t I �� 12 I 06 `' WEIGHT ROLLED U w Q -- f.:: - A601 - I W a:>- I - - UP 0 = Z - i6 18 I � v� w O - j Q Q (15) Q 00Q Z Lu 20 l I I f-H , _ ) -J� •� r� Iii KITCHEN -j - ' : Ogc n a � i Ot L - - - - - 112j Z8, z I � - - - - - - - _ _ --- - -- ---- _-- - -_-- _ --- --- _-------- Now Z U U Imo'I' 03- i �' _— --- 23 O 03 - - - _ A601 L - - - - - - - - - - - - - - - - J L J - _ � Q � A8o1 - , , I - ,_ U I (16, 11 7 04 �22� ( _ _ ..............................................._-..........._ Q � ? _ rt _ J 181 - EXISTING LIVINGLo CL U I 10 ��- Q r A601 A802/' 17! STORAGE j - �T 101 o 110 ! \\ ,� Z. .o Lu i I fl �- - -� i A801 � 2 EXISTING POWDER ROOM EXISTING GUEST BEDROOM 11 OA- ` t 09B ""��" 103 104 \ CL �1 .--�4� CL , (�5--�— `� CL < ¢1 0 0 �$� 1 — (104k z Z EXISTING GARAGE - - 109 .. � _ d V) ❑ H 0 vi U EXISTING PIANO ROOM EXISTING FOYER ` EXISTING GUEST BEDROOM 1, - - ....--__ _....__..__ ......._. ��� 105 CL - - - - — — i — — — — — — EXISTING BEDROOM 1 106 CL i I 24 r CL I ❑ —{� 2�3 — - --- ----- -- -- --- a- z 1 O C Q a O Lu ❑ ❑ ❑ ❑ i — RENOVATION PLANS - FIRST FLOOR FILEr' SCALE:1/4"=1'-0" 0 v N Q << E J = O W,_ U Do gr a O z O a _ N O a0� O pa ui RENOVATION PLANS - KEYNOTES: °f N (V r.1003 1. RE-FINISH FLOOR ONLY. Loci aN o � a 2. PROVIDE NEW BASE TRIM TO CORNER-MATCH EXISTING TRIM,PATCH,AND PAINT. X a. Q= 3. INFILL EXISTING OPENING WITH WOOD STUDS AND GWB,FLOAT JOINTS EVEN WITH Lu i- ADJACENT EXISTING SURFACES,PAINT TO MATCH EXISTING WALLS-TO CORNER IF N O REQUIRED FOR COLOR MATCHING. M z 4. NO WORK. Lu c U 5. NEW DOOR,SEE SCHEDULE SHEET FOR INFORMATION,TYP. O w� U N? 6. PROVIDE FLUSH THRESHOLD. u- me - O Lu 7. LANDSCAPING BY OTHERS-SOIL SHALL BE FREE OF DEBRIS,ROOTS AND N zp OBSTRUCTIONS. Z 8. NEW WALKWAY W/PATIO PAVERS -RE-USE SALVAGED PAVERS IF POSSIBLE. ' N— H aU 9. NOT USED. fl Ey 0 10. FURNITURE BY OWNER,TYP-NIC. o O ui 11. APPLIANCES OFCI-GC TO COORDINATE RE-INSTALLATION. SEE FFE SCHEDULE FOR z LUMODEL NUMBERS. _ m ......... od Z w 12. LINE OF UPPER CABINETS ABOVE COUNTERTOP,TYP. ....... :..:.... C7 02 �-04=1 w z (AA801 A801 13. LINE OF BASE CABIN ETS BELOW COUNTERTOP,TYP. Oa Q N 14. NOT USED. Lu oe? \` 15. NEW 4"X 4"SQUARE METAL DOWNSPOUT FROM GUTTER ABOVE. Lu Oe U a 16. EXISTING MILLVJORK TO BE PAINTED. 17. PLEASE PROVIDE ALLOWANCE FOR BUILT-IN CLOSET W/SHELVES,DRAWERS,ETC.SEE OPLAN 0r ��) \`\ 18. NEW COUNTERTOPS-SEE INTERIOR ELEVATIONS FOR SPECS. p= \ % 19. NEW ISLAND CABINETS-SEE INTERIOR ELEdATIONS. =o 26; robert Ann �- 20. EXISTING GAS/TANK SERVICE IN NEW LOCATION. AR94030 ma \ 28} 27) 21. RELOCATED EXTERIOR SHOWER. Lu U Lu ` w `� 22. NEW PANTRY. UPORCH zz p211 23. EXISTING DOWNSPOUT 90 O1 _ ` i 20 24. EXISTING ELECTRICAL METER ,Z z A801 _ ,2 _ `�A801 SIM 4 ` ; B% �B i /C�> (A A 25. NEW WINDOWS,SEE SCHEDULE SHEET OR INFO,TYP. v l 28 `--' �' C ' au O nc I - ---- - -__--_-- 26. LINE OF ROOF HIP BELOW +� 7. (BELOW)SLOPE ROOF 1/8:12 MIN;PT WOOD SLEEPERS @ 16"O.C.TO LEVEL WALK LLi cf) rf SURFACE 0 m pW i O i / j y N co � ��27) -- it i ` \ 8. 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FTS(FINISH TO STUD)DIMENSIONS INDICATE DISTANCES v Lu z --- - - --- -- -- - - BETWEEN FRAMING OR DOOR CENTERLINES AT ONE END 0 O 0 1 � AND A FINISHED SURFACE AT THE OTHER. uo O \! N z 5. FIN FINISH DIMENSIONS INDICATE DISTANCES BETWEEN TWO OUTER FINISHED SURFACES - L h- ( ',�V� ��1 \'�� I j A - 6. CLR(CLEAR)DIMENSIONS INDICATE DISTANCES BETWEEN � ? _- -� ���- - �'' ��-- \ TWO INNER FINISHED SURFACES a U - -- --- -- -(3 j 3�) 3 l- ✓ - - --- - N 0 O 7. ALIGN o p°C DOOR DOOR 5'_10" DOOR 4'-1 1/2" V 0- 12-2 4 1 1/2 _- 5 10 _ V 8. PROVIDE LEVEL TRANSITION TO EXISTING HARDSCAPE Lu -- --- - --- _ - _ U w ? m (�1� i v ' 9. GC TO PROVIDE ADDITIONAL FURRING AND/OR zw BLOCKING TO ACCOMMODATE WALL MOUNTED i% ACCESSORIES AT POCKET DOORS. r , ✓i/ 1, w(� I I -- ---- - ----- - - -- --- oe Z � 3 �\' w cti I Lo a ` - w 0 4N _ l I j COVERED PATIO AND KITCHEN V \ DINING "'I 115 oe LL L4J 0 _ _ __.. /1 co ' O LLJ _ ' PATIO \ \ �, robert Ann z C7 ►- - -- - 113 - AR94030 �- m - oO � r W U -- - - - - i DCw .� G a 0-(� Z Z --- ----- - 8 � I O - f= _ o ZZ w i ... ..... --- j W U~ -- V Ow - --- - — ------ oz - - r - - - - LLJ Lu _ BEV I '' E. II ... ........ .... 5 N �- ICE 0 w H N o ui 10 1 � ��_ c i u LL -DWS( EXISTING PR - � . Z w N --- -- - - 102 Z Q= rY U Q '�-- - - Q O n n 0 ;o \ 0 � m o Q ' '-7 1/2"(FTS) 10'-0"(FIN) �.__-.. W w - - - w 0 . I __ UP = Z LL wO . ... ._... .. 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VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY ARCHITECT �- Qw WHERE FIELD CONDITIONS DIFFER FROM THE DIMENSIONS v w PROVIDED N ix_ M J O 3. DIMENSIONS AT DOORS ARE TO THE CENTERLINE OF �i ROUGH OPENING. REFER TO DOOR SCHEDULE FOR LEAF Lu 3 SIZES AND CASING CONDITIONS. U o N UJ Z 4 . FTS(FINISH TO STUD) DIMENSIONS INDICATE DISTANCES o BETWEEN FRAMING OR DOOR CENTERLINES AT ONE END Op AND A FINISHED SURFACE AT THE OTHER. ,n f2 Lu 0 w O 5. FIN (FINISH)DIMENSIONS INDICATE DISTANCES BETWEEN ~J N =3 TWO OUTER FINISHED SURFACES m nc z o 6. CLR(CLEAR) DIMENSIONS INDICATE DISTANCES BETWEEN Q U TWO INNER FINISHED SURFACES a N p 7. ALIGN o ui 32'_5° 8. 'PROVIDE LEVEL TRANSITION TO EXISTING HARDSCAPE Lu z ca 9. 'GC TO PROVIDE ADDITIONAL FURRING AND/OR __. Z w BLOCKING TO ACCOMMODATE WALL MOUNTED wz ACCESSORIES AT POCKET DOORS. 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DASHED LINES INDICATE VERTICAL FINISHES,TYP. c 3 a 4. VERTICAL FINISHES SHOWN HEREIN SHALL o N Z CONTINUE TO THE UNDERSIDE OF THE CEILING, u-O CROWN,OR AS INDICATED ON THE INTERIOR Lo 00 ELEVATIONS. cq 5. PROVIDE A SMOOTH,EVEN TRANSITION BETWEEN 4) 3 DISSIMILAR OR NEW/EXISTING MATERIALS.Ix z N �- z 13 6. EXISTING FINISH TO REMAIN-NO WORK a N U j cq Q p __ _ __ _ __ ___ _ 7. REFINISH EXISTING HARDWOOD FLOORS-FINISH o Q O L -� TO MATCH NEW HARDWOOD FLOORS AS w ! _ SPECIFIED IN FFE SCHEDULE O -- 1 - �}-t - - -- --- - i Q — — — — — -- — — — — — _— — — =Z ' I I �� \� `� ` \ `c III U x i� o Lu _ III: — —— -- — U w - / DINING T OVERS 113 I 114 �_ D PATIO AND KITC � < � I_ o robert zinn -- F1151 AR94030LU U - - -- - pOLLI h �( �// �- �/' �� - - Z --- _ --- - - _ -- - -- — -- - __ -- - - ---- - - -= --- — -- j I �— � -- --- On _ - -- -- - zz �( --------- w -� -- -r ---- - - -- -- -- uj p --- u 0 _ --_ 2 -- - = -- - - - - - - - - - ----- --- -- -- - Lu w BEV ! 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SCHEDULED BASE TRIM-SEE DETAILS 5. ADJUSTABLE SHELVES,TYP. 8. WINDOW-SEE REFERENCED TYPE ON SCHEDULE SHEET FOR DETAILS,TYP. 12. TEMPERED GLASS SHOWER DOOR ON SS HINGES W/SS PULL 16. NEW PANEL READY DISHWASHER.PANEL TO MATCH EXISTING. o N o"-' 2. NEW BUILT-IN MILLWORK-SEE REFERENCED DETAIL FOR ASSEMBLY. 6. EXISTING APPLIANCES IN SAME/SIMILAR LOCATION.CONTRACTOR TO COORDINATE 9. DOOR-SEE REFERENCED NUMBER ON DOOR SCHEDULE FOR DETAILS,TYP. 13. NEW CABINET,DOOR TO MATCH EXISTING. 17. NEW ISLAND,CABINET DOORS TO MATCH EXISTING. a O RE-INSTALLATION. SEE FFE SCHEDULE FOR APPLIANCE SPEC REFERENCE,TYP. poe aw 3. REFINISH EXISTING BASE AND UPPER CABINETS. 10. NEW GWB BOARD.USE MRGWB IN ALL DAMP LOCATIONS.PRIME AND PAINT PER FINISH 14. REMOVE DOOR OR WINDOW,SEE DWGS.TRIM OUT EXISTING OPENING,TRIM MATCH 18. FIXED PANEL TO MATCH EXISTING,REFINISHED CABINETRY z 7. NEW PLUMBING FIXTURES OFCL CONTRACTOR TO PROVIDE FINISHED PLUMBING SCHEDULE,TYP. EXISTING PROFILE. o ty G 4. 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CONT.CAULK -- DOUBLE 2X4 TOP PLATE,TYP. - - � , � CONTINUOUS TALK-COLOR FIN.CEILING-SEE RCP ; FIN.CEILING-SEE RCP - FIN.CEILING-SEE RCP TO MATCH GR UT COLOR SCHED.WALL TLE ON LATEX ( i PORE.CEM.THINSET }� CERAMIC BULLNOSE(IF REQD.) 7/16"H SCHLUTER SCHIENE {3)PT 2X4 CURB \ - SCHEDULED FL R TILE ON \ SEE INT.ELEVS FOR TILE HEIGHT ALUMINUM EDGE PROTECTION THINSET ` - MIN 8 MIL WATERPROOFING PE A:INCLUDE SOUND c 1/2"CEMENTITIOUS BACKER \'� / MEMBRANE BOARD ATTENUATION BATTS SCHEDULED WOOD FLOOR CEMENTITIOUS BACKER BOARD , --- 1/4"CEMENTITI US BACKER 1/2"CWB,PAINTED;ME R: \ -- --- - --- �� �' r - - - - , LATEX MODIFIED THINSET 1 2 GWB,PAINTED - 1/2 GWB,PAINTED;TYPE B: BOARD TYPE A:INCLUDE SOUND SUBSTITUTE MRGW@(DHAP _ ( CONT.WATERPROOFING ' SUBSTITUTE MRGWB I ', ATTENUATION BATTS COME VItATERPROOFING MEMBRANE(WET AREAS) ; \ / SIDE ONLY) MEMBRANE TYPE:INCLUDE SOUND , CONT.WATERPROOFING ( ATTENUATION BATTS CBB(WET AREAS)OR MRGWB - - i �,� i %� -- - -- MEMBRANECONTINUOUS CAULK BEAD •• ASE TRIM-SEE TRIM PROFILES i � - BASE TRIM-SEE TRIM PROFILES --- -----===� ---- -SEE TRIM PROFILPS WE TRIM \. 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DESCRIPTION WIDT HEIGHT - - 7 COMMENT - VENDOR MANUFACTURER MODEL COLOR FINISH NOTE '" 00 •�, THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH - - --- - _ ' -- ----___-- _-- -_-- I____--__-_- - ---------------_-_._--i o REF DESCRIPTION ROOM#S N I— — p I OI A EXTERIOR SINGLE DOOR 3'-0" 8'-0" 1 3/4" A GLASS/WD - A _ _— _ - ---—---- I -------- — --- - - — - - _- ---- --- -- --- --- I-- ------ ------7 -- - -- ----- - --- 1 - --- c -- I U_0- 102A EXTERIOR SINGLE DOOR 3'-0" 8'-0" 1 3/4" A GLASS/WD - A - _. -------------- - --- _ FL02 TILE _ 208.210 - ----- -- ---- -- ---- ---- _ -- --- --r-- ---- --1_----- - o Lu 1028 ' EXTERIOR SINGLE DOOR 1 2'-6" 8'-0" 1 3/4" A GLASS/WD - A - - - - FL03 TILT 207 - - - -_--_ -- _--- 7_ - - T- _ -L - __-_ _ N W� - N' - - - -- FL04 WOOD 209 - - - - - 04 a oe 104A INTERIOR DOUBLE DOOR (2)2-6 6-8 1 3/8 B WOOD _ - A__ - - - __ _ _ ---- -- - - Lo - ci FL05 EXTERIOR DECK 211 a N 109A EXTERIOR SINGLE DOOR 2'-6" 8'-0" 1 3/4" E GLASS/WD A _ _ a 109B EXTERIOR SINGLE DOOR 2'-8 8'-0" 1 3/4" B WOOD - i A - - - WF01 CERAMIC WALL TILE 112 - - _ _ - _ - - - - - - ----------- --. ------- + --- - Q. Q W 110A EXTERIOR DOUBLE DOOR (2)3'-0" 8'-0" 1 3./4" A GLASS/WJ - A - - - WF02 CERAMIC WALL TILE 207 - ---- --- - - -- - - - - o 114A EXTERIOR DOUBLE DOOR, j (2)2'-�'; 8'-0" 1 3/4" A GLASS/VD - + A 112 W _ I � -- ----- --- PTO I NOTERIOR WALLLID COUNTERTOP-MARBLE 1 12 SHERWIN WILLIAMS-- - -- 17__ _ -- ----- � ----- ---- --- -�--- --- --- --- -- N De --- EXTRA WHITE EGGSHELL M �- SHERWIN WILLIAMS SW 7006 p 114B EXTERIOR DOUBLE DOOR [2)74r 8-0' 1 3/4" A GLASS/VD - A _ _- _ -- ----�-- -- --- - ---- j J A - 7 - - - - -- - - --- - ----- - --- WILLIAMS S --- SW 7006 EXTRA WHITE SEMI-GLOSS _ 114C EXTERIOR DOUBLE DOOR (2)2' 8'-0" 1 3/4" A GLASSAYD - _ ----- ------------ PT02 INTERIOR DOOR CASING AND TRIM PAINT SHERWIN WILLIAMS SHERWIN WILLIAMS - - - - _ - -7- -- _ ' 3 -- - ----- - --- ,,, ,� W D - A -- --- - --- ---- - ----- ---- -- +---- -- U 114D EXTERIOR DOUBLE DOOR (2)2-i�'i 8-0' 1 3/4 A14 GLASSI - l - _ 7 - - -__ - PT03 ;INTERIOR BATHROOM PAINT 208,209,210 - - = -7 0 w a 114E EXTERIOR DOUBLE DOOR (2)2'-C' 8'-0" 1 3/4" Ai 14 GLASS/WD - A - _ f -- PT04 I CEILING PAINT _ �- - -- --._.- - -___._-- _ - __-�-- - -_-- -_-1-- - -- v O 208A SINGLE POCKET DOOR 7-6" 6'-8" 1 3/8" F WCOD - 7 C _ -=-_i- _ -i- - -- - CABINETRY PAINT _ PLUMBING FIXTURES Lo 209A SINGLE POCKET DOOR 2-6 64r 1 3/8 1209�A WOOD - _ - C -- � - _ _ _ z J R 22'-0" 6'�" 1 3/8" 8 WOOD B ---- 7--- - ------ - ------ ----7- -MANUFACTURER - --- MODEL COLOR FINISH NOTE Ui (- REF DESCRIPTION ROOM#S VENDOR MANUFACTURER W O 210A INTERIOR DOUBLE DOOR [ ) - ---- - - --- - -- ---- ------ ---- -- - - -- -- -- --- PFO1 208 PFO1 7----- _ _ 0 211 A EXERIOR SINGLE DOOR 7$ 8-0" 1 3 - - - Y PF02 PEDESTAL SINK z o PF03 BATHTUB 210 - - - - - - a N _ _- - _ ------ - _ -- ----------- - ------ - --- ----- ---- - ----- - - ----- - - -- ---- -_- -- -- - - - ----- -- ----- ---- -----7 PF04 KITCHEN SINK 112 04N p a I _ _ - - - - - - - ----- -- - --- - ---- --- PF05 KITCHEN FAUCET -- - 112 --- ----- ------- ----7--------- ----- - - - + °C _ _ I _i ---------- - - -----7 - - -- ------- -- - - -- a _ —7 7_ V oe PF06 BATHROOM SINK - -- - 210 -- - --- --- --- -------- ------ - --- ------- ------ + --- - ----- ------------ - ---- - f ? PF07 BATHROOM FAUCET 210ui - ------- --- ----- -- - --- --- --- - - ---- 7 ------ ! -- _ H, C7� PF08 BATHROOM SHOWER HEAD 207 PF09 BATHROOM SHOWER VALVE 207 - - - - J LEAF TYPES PF10 BATHTUB FAUCET 210 - - - Q"' SCALE: 1/4"= 1'-0" - WQ — — —- -- — -- - --- ---- -- - - --- — - ----— - -- L --- --— _ �z � SCHED. SCHE �_ -_- ------- - -� _ -- - ----- -- -- ------- - - + ---- - ------ - - - — �,J' -U.i o h SCHED. SCHED. SCHED. �_ SCHED 4" � LIGHT FIXTURES °C i VENDOR MANUFACTURER MODEL COLOR FINISH NOTE a ,z REF DESCRIPTION ROOM#S O -- �- - — LF01 UNDER-CABINET LIGHT 112 PATTI HARLAN,ASI LIGHTING,904-744-7000 x31 FEELUX I NDV-HW-FDC-XXXX-60-ST-N-S-XX j- - INCLUDE XLD75-124V-FC DRIVER AND FDC-L10 DIM CONTR L Lu i 1 - ----- - --- ---- ---- -—+ _ I I ;� LF02 4 RECESSED DOWNLIGHT - 112,113, 114,208,209,210 PATTI HARLAN,ASI LIGHTING,904-744-7000 x31 ELITE _ILED2-1402-11 W-SP-A-W-WH WHITE 7 -- LED - -- -- - , I� 7 _ - -I - - - - - - - WHITE. XILUME 1 LED LED2-1437-600L-MD-40K-WH - O 1 4"TYP __ LF03 4 RECESSED DOWNLIGHT(WET LOCATIONS) 112,207 PATTI HARLAN,ASI LIGHTING,904 744 7000 x31 MAXILUrU1E LED2 1437 600E MD 40K-WH - __ _ 4 ff'F. ; �I LF04 PENDANT 112 - --- --------- - --- --- ---- - - 7- -- ---- -- --- -- -- � -- --7- rober�'Ann --------------------------- ----------- ---------------- - l i I � � :� i I .I � .I _- _ -- 7- 7--------- --+------- ------7--- ----- --- --- AR94030 m w w i w W j !--___--� �; LFOS SCONCE 112 _ = x ---- - - - ---- --- - -- - --- - ----- - - -- -- --- - -- --- --- o p zz �� W U U / / TEMPERED U U / ,� 1} / TEMPERED U U U LFO6 SCONCE 114 N I I , r t 7— -- --- - - ----- --- -- -- ------ ----- -- -- - ------ - - -- ---------- -------- - -- — ---- --r � � GLASS `�' `�'I N I I I a I 7 LF07 PENDANT/CHANDELEIR 114 a GLASS 7 — I _ a z q I q L F08 SCONCE 210 - --- - --- -------------- ----- - --- - -- --- - ---- -- -- --- - --- - -- --- - ------ 7 4 - - zO -i LF09 PENDANT/CHANDELEIR - 210 -- - --- -- ---- ---�----- --r--- -- -- - ---- -- -- - a U r LF10 ;SCONCE EXTERIOR ------ - -----7---- ---- - - -- W z --- — -- ------- — --- — -- ---- ------ -- — —---- -- — -- ------ ------— = A B C D E LF11 FAN /LIGHT _ EXTERIOR 7- ------- -- -------- 7--- --- ---- ----- - - F U(� I I I V O nc CABINET PANELS.,6ND HARDWARE Z 0 0 - ---- —-- — — --- - DOOR & VIVDOW NOTES: -- - --- -- -- — _ _ -- -- ------------ _ ---_ -- - _ Oe LuREF DESCRIPTION�' 1 ROOM#S VENDOR MANUFACTURER MODEL COLOR i FINISH �"� - — - --- ------ ----- ---- ---- -- ---- --- - +----- —� 'NOTE co w 1. DIMENSIONS SHOWN ARE FINISH DIMENSIONS FOR ESTIMATING ONLY. CONTRACTOR SHALL VERIFY EXITING ROUGH - _ - — }i-- — _7 _ _ -- N ~O W CAO - 112 EXISTING CABINET TO BE REPAINTED WHITE — _- h o OPENINGS IN THE FIELD. CA02 - !112 EXISTING CABINET TO BE REPAINTED - - ui BLACK - - _ Z nc ---- --- -- - aW _ _ _ - _ - - - - -- ---- --- _ - -- -- - - t- - -- ---- --- _7 Z U ---_ l t ----- ------ -- ------- -- -- -- --- --------------- - -+---------------r _ a o — --= - - I -- — -- - o m gm u � Q HWO1 112 Lu DOOR HARDWAR SCHEDULE Hwo2 - ---- -- T 210_ --- - - -- --- - ---- ------ - - - - o N Z 7 ---- - - ('40 J �, SCALE:NO SCALE F RAM TYPES _ 7 -_ -- -------- - --- --- --- -- - _-- - -- - ---- -- - - - - - z N - = SCALE.1/4" 1-0 ---- -- -- - ---- -------------- -----_------ ----- ---------- i_ -- ------- - -- -- --- - - �- -- Q 00 Q Q M a 3 a k a i 13 �! ¢ \WIN BATHROOM ACCESSORIES - — -- --- -- - -------- ---- — 1 � A802 =a U ¢W REF DESCRIPTION ROOM#S VENDOR j MANUFACTURER MODEL I COLOR FINISH NOTE U z MIRROR 210 '� CV w M; HwU BA01 - - - - - U D W a -- ------ ---- _ - ------- -- --- - ---- --- -- vi O M HARDWARE u 3 m W > - _-- z c9 z x o BA02 TOILET PAPER HOLDER 208 O O a F~� I = I -- - - T-- ---- — - - - Y- ---- -- - -- -- — - - N � — `-- N ——— --- — —.I— O _ O _a U I i GROUP �N BA03 I TOWEL RING 210 —, I �� UZ �m — — -- — J 1 2 TYP. --� z v, I °C BA04 TOWEL BAR 210 -- ------ U a 3 1/2'TYP. 11 3 1/2 TYP. � 15 M.E. M � 3 / � i- 12 - I >� I, ,,,� 1 0.0 -__ _ ------- ,- -- --- ------ -- ----_----- ----- -- ----- - � -- -- _ � Q A802 A802 A802} - Q z o - -- - t ----- - t--- - ------- --- -------- ---- 7 -- ---- _ — W 0 N —— go- - o - - - --- -- — -- ---- -- - --- ,- - ---- ------ i --- -- — _------ - --- ---------7 --- - - V CN 'al' 14 - APPLIANCES --- a REF ;DESCRIPTION ROOM#S VENDOR - - MANUFACTURER MODEL COLOR FINISH NOTE APO1 REFRIGERATOR 112 EXISTING.TO BE REUSED. - - - EXISTING. TO BE REUSED. AP02DISHWASHER 112 EXISTING.TO BE REUSED. - - - - EXISTING.TO BE REUSED. EXISTING.TO BE REUSED. AP03 - - _ EXISTING.TO BE REUSED. AP04 I RANGE 1 112 EXISTING.TO BE REUSED. ' -- - _ - ----- -- ' - I'- 1- i EXISTING.TO BE REUSED. vi AP05 COOKTOP EXHAUST HOOD 112 - AP06 BEVERAGE DRAWER 113 - - - !- - - z EXTERIOR DOOR & WINDOW NOTES. AP07 RANGE 1 i3 - _ - 7- -- _ _ _ _ _ _ . CONTRACTOR SHALL VERIFY ROUGH OPENINGS IN 1. DIMENSIONS SHOWN ARE FINISH DIMENSIONS FOR ESTIMATING ONLY AP08 ICE MACHINE 113 — 7 — --- - -- rl000 - THE FIELD. - O 8'-10" 2'-9" 2'-9" 2'-9" 7-9" 7-9" � Z r #�f Lo s s F ', t y o• i i _ r � I (V 1 A > O \� B �� --- 91-5-1-- -- - 17-0" -- - - - �` 6" 6,s 2.�. 2'-2 1/2" 5'-0" 7-2 1/2" 5'-4" 5'-4" 5'-4" 3' 7-6- --- 2'-6'� fjj Lu C J I W N «:. ,.,..,.<.,;� - �i��.'.:«x':> .:,. .< -,:,. 'a43.. r '#` za �>. x- + V t a °'e c♦ =ns: .,.: .,..§,,.L.j`: I :: '... ...rg:ss..<a. .R-.<•3`:Y < `... y° '�'i x.. 3'r.<':.",.,n � — °' Tbo q §� m bol ' ,:: ,y s .k 4. v$, M,<da , 001 �o all 1 4 114C 114B� 0211 FILE COPY .1028 1 l�q'I � 4D, 7 i �_- -� 101 y �114A \�