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691 PARADISE LANE I FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE; FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 15/32" PWD SHEATHING, DETAILS ON SHT AD.2 FOR ROOF PITCHES FOR ALL HOUSES i AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR SPACE FOR VENT `VARIES I / �/�• STRAP FOR TRUSS ANCHORAGE (SEE SCHEDULE "A" ON SHEET No. S•-2) GALV. METAL G.H. - DRIP EDGE— WRAPPED DGE WRAPPED �— „ �~ - ALUM. FASCIA I 5/8 GYP. BD. CLG, OVER 2x8 s c� PERFORATED VINYL/ ALUM. f __ 1/2" GYPSUM BOARD SOFFIT I a OPENT� BELOW STUCCO l -2x STUDS a 16" OC (MIN #2 y B© VV1N FRIEZE SPF) <,:, PROVIDE MID-WALL DLOCKING FLAT Li.1 WISE 0 JOINTS IN SHEATHING i EE O 7/8" MIN. LIGHT TEXT, STUCCO - P,T, 2x PLATE �•— V) � II VENEER OVER "` �•"' MTL LATHE AND a VAPOR BARRIER 3/4" PLYWOOD GLUED 14t SCREWED m `Y� •-- TO 16" PRE-ENGINEERED FLOOR >-Erl >- TRUSSES OR T.J.I. JOISTS Q 24" OC LLL ` 7WALL HEIGHT ,,,,..� ,�.".• ._. .. „ ...w ,,� �.... -„�" �� (SEE FLOOR TRU„ ENGINEERING) Lj U ci ,,..�-.• -- _.,'.a'.- mw."' f -- teIST FLOOR TO ,..� D/s 2ND FLOOR - RIM JOIST BY 1RUSS MANUF, ( (SEE FLOOR TRUSS ENGINEERING) STRAPPING R BATH 3 LOFT � STRUCTURAL � -� R M - VAULTED TO s` CLG BED 00 3+ �.• 1 - °`� CATHEDRAL CLG. i /2" CEILING BD 0f2 a/8" GYP. pp `� � TYP 13-0" X 17'-0" CATHEDRAL CLG, , 2668 14'-6" X 12'--4" 3050 SH 1/2„0 THREADED STEEL RODS ® 84” AFF SPACED PER SHEET # S-3. °.� ADDITIONAL EXP, BOLTS MAY � BE NEEDED PER SHEAR WALL r ..•. f W _ — — _ — _._ — — _.._ — ._.... _.. ..._. .. — ..._. �,... _... _.... _. _ � TABLE ON SHEET # S-2, � . 3050 SH - �- •, ® 84 AFF I. - u, M 1V 12' X 12' � vi oo " I _ r < � FLAT �$ .,� 7/8 MIN. LIGHT PROVIDE MID-WALL BLOCKING FLATui �-- 0 VAULTED TO 8' CLG. �� TEXT. STUCCO WISE 0 JOINTS IN SHEATHING d+ 2668 VENEER OVER a (•:L ,• r- MTL LATHE AND _ 2x STUDS a 16" OC (MIN #2 ? �- VAPOR BARRIER SPF) I � 1 I r,I VAULTED TO LG. P.T. PLATE w/ ANCHOR BOLTS PER u� z 1`--�•--� 0 ? ; cr, C7 p D WN DO N I i STRUCTURAL RI ES H ¢ R SES �,. ,� 4" CONCRETE SLAB WITH �' • • '� i•rC"� ....w. �,•.,„,. r. •. ,5� .,,�. .ra�.,,,r .... w.• ,.. • I� R $ 6„x6"x1O/10 W.W.F. TYP. (3000 PSI. v+ q AW O # 4 CONT FIBER MESH 0 - H IG � ..._,...-�.... ,.,�„�.,,.,.��.. ,_w ,�• �•��_r � ,w.�; � 1 OPTIONAL.), �.; ;Rn, � 7 wALL E -- �_ 466.E Cw ». ..M w ® 66" AFF 3 STACK AFF SLOPE CRADE SHOE RACK AWAY ALL SIDES TOP SHELF _ ---i �1� r 3fi A.F.F. 6 MIL VAPOR E3nfTf�IER � #4 RODS VERT. ON 4E3” O.C. & AT CORNERS. d+' + VERT. RODS SHALL BE HOOKED 6" INTO � Q FOOTINGS (9 BOTTOM AND 12" INTO SLAB I----- rQ 20"(W)x 10"(H) CONCRETE © TOP, FOR HIORIZ, REINFORCEMENT, USE Mrz OF-TAIL "I7" 4 "k" ON $HEFT No. $-•4 FOOTING REINFORCED 9 go. f IORIZ. JOINT REINFORCEMENT � � W/(2)-#5 RODS CONT (MAX,) �► 1^DR 1~L.,G>Ot� TO 1=LOOF2 °.r`T1�Ai�INCx � � ' ON 16' O.C. MAX.) OF THE6E SHEARWALLS. gui 2 — ,STO""-� WALL = 1/2 THREADED STEEL RODS 6EGOND FL00*m` 6�4EAR LUALLS F,LAN- CONTINUOUS FROM TOP PLATES ��� _ ���„� �,��„ SCALE: 1�2���+r��, l� TO CONCRETE. SPACE ON 60 O.C. OR AS SHOWN ON PLAN. SEE i DETAIL "J" OF SHEET No. S-4 - -� I FOR TYPICAL BOLT RUN IMPORTANT NOTE; REFER 10 fippF PIAN AND EAVE SEE DETAIL "L" OF SHEET No. S�-4 DETAILS ON SHT AD.2 FOR ROOF FOR ,TOP CORNER BOLT INSTALLATION. FIBERGLASS SHINGLES OVER PITCHES FOR ALL !-HOUSES _.._. 30 FELT OVER 7/16" OSB 12 /32 PWD IRE rr _�w �r r W•TA x.I.r�..r:r r - , . �r , ._. �[•_ ►ar----�;=� _ SHEATHING. i 5 vn S 16" STRAP FOR TRUSS ANCHORAGE (SEE TABLE FOR SECOND FLOOR SHEAR WAS LS FRAMING (SECOND FLOOR) AIR BAFFLE BTW En a•I�: SCHEDULE "A" ON SHEET No, S-2) c� TRUSS 10 MAINTAIN �_ _ c� 1/2" MIN AIR SPACE iTHE WALLS c� r FOR VENT .„ � CRITERIA AUNESSSNOTEUE OTHEF�WISEESTABLISHED IN {H�: ASSUMING THE FOLLOWING 1 .�...._..._ __mm...�__ _...�.�T_—.._..___----_..m -_._.-__-_____•_.__..------......._....__._� ' A WOOD SHEATHING IO STUDS NAILING SHALL BE 8d COMMON NAIL`. GALV- METAL � 1/� CEILING [3D OR 5/8" GYP, Ile DRIP EDGE BD TYP `�• �!� N B GYPSUM BOARD TO STUDS NAILING HALL BE 5d AND Gd COOLER t� ►-•-� I� NAILS FOR 1 AND 5 8 THICK LiUAf�DS RESPECTIVELY, Ufa WRAPPED ALUM. I ,T i IFASCIA OVER 2x8 .� Fill I = 1 —1/4" TYPE S OR W. #6 SCREWS FOR EITHER F30ARD THICKNES t'„� q PERFORATED VINYL/ ALUM. -- =ur - �I DESIGNATION REQUIRED 4GLE OR SHEATHING TO STU[ S SOFFIT n_...._._ --. r: r I µ . r I ,aHIwATHING DOUBL SHEATHING NAIL SPACING STUCCO FRIEZE c a �._ ! IIa �' A „ / PROVIDE MID-WALLr �I x--• ' 1 2"0 THREADED STEEL RODS `^ 4 � ..�.. ' aagr�s � __... f .... - _ 116 U5E3 INGLE 6 ' 12„ SPACED PER SHEET ;# S -3, 0 DE BLOCKING FLAT WISE 0 JOINTS IN SHEATHING ° ��j - " f ADDITIONAL EXP. BOLTS MAY BE NEEDED PER SHEAR WALL �' "'•" (BLOCKE=D) 2x STUDS © 16" OC (MIN j F! TABLE ON SHEET # S--2. Pei n SP _ V .. INULE .r 1Z PT 1 7/16" OSB a" #2 F) =� ' ( T. PLATE w �� 7/8" MIN. LIGHT � / ANCHOR `}, � 4� � � (BLOCKED) TEXT. STUCCO BOLTS PER VENEER OVER �►�' �do,s adoia -m ! "j� I, ""' STRUCTURAL C� MTL LATHE AND 4" CONCRETE SLAB WITH ' x Fzl� VAPOR BARRIER II ' 6"x6"x10/10 W.W.F. IYP. ADDITIONAL NOTES: �.. 1 (3000 PSI. FIBER MESH ��•�..��.... ,•..�.�, , '1 ( ) # 4 CONT, �..j I OPTIONAL.). .._!, 1) ALL EXTERIOR WALL OPENINGS ON SE OND FLUOR SHALT_ BE STRAPPED SLOPE GRADE F M I __._._..` I AT TOP AND BOTTOM AS SHOWN ON ETAIL F ON SHEET No. S--4. AWAY ALL SIDES CU T 7777 ��...N Its ' .n: : ,, ;' 6 MIL VAPOR BARRIER < L CIS A. t �a�.�...:�._a�--=.-- .. .��.-�.�-�.�.�><..���.�.�>�+� --- �I��..��;�-=.�-- ,�.., � � ,�� 2) FLOUR TO FLUOR STRAPPING FOR UP TFT SHALL BE MODEL No. (,5�0 "SIMPSON", SPACED AT 32" O.C. AT OTTOM AND ALSO APPLIED AT TOP w= #4 RODS VERT. ON 48" O.C. & AT CORNERS. ED „ • .w r VERT. RODS SHALL BE HOOKED 6" INTO 0 L �..> SEE DETAIL "L" OF SHEET No. S-�4 PER DETAIL D ON SHEET No. S-4• HERE SECOND FLOOR WALLS ARE FOOTINGS (9 BOTTOM AND 12" INTO SLAB ) C� FOR TOP CORNER BOLT INSTALLATION. SUPPORTED BY FLOUR GIRDERS AND RE NOT A CONTINUATION OF FIRST 20'(W)x 10"(H) CONCRETE C� TOP. F' fi H�IORIZ. REINFORCEMENT, USE FLOOR WALLS, EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED 9 90,,,. J.ORIZ, JOINT REINFORCEMENT l /� j W/(2)-#5 RODS CONT,TT 4FREt'"""tDED TEFL OE/ S FLAN „K„ ON SPIFFY No. 5�4. UN:'fx.) ' JOD NUMD3 .FR AL" ,SCALE: 1/0" = V-011 T 1 - 5 TO R"*r UJI ON SCALE: 1/211 V-011 n r r:) • SI IL.ET NUMBER ! '+.� �»• ter'. - �. �• '3;;l t�iao� ..•••.. .,�/.,� 111111 II I Design Criteria 1. Live Loads .....20#1Sq.Ft., Floor.. q• Ft. 1/2"8 THREADED STEEL RODS z 2,Wind Loads SPACED PER SHEET # S-3- 1/2"0 THREADED STEEL RODS f Three Second Gust Wind Velocity Per 1FEC-200'1.........120 ADDITIONAL EXP. BOLTS MAY � SPACED PER SHEET /} S-3 ortancQ Factor=1.0,Wind Exposure"C",Category"ll" Building BE NEEDED PER SHEAR WALL. STUD WALL ADDITIONAL PEREXPBOLTS WALL Mph, ( �{ TABLE CNV SHEET # S-2. c� Mhilnp Factor) =1.0, (Enclosed Building). TABLE ON SKEET � S-2. #4 RODS CONT. � 13E NEEDED PER SHEAR WALL 4s� + nblLL�l W�I.L Vii: R+O�t�Df.9 �rOR, a�Gr�1C:'� �R�IEG�101l3 ,� 4° CONC. SLAB w/6x6x10/10 W.W.F. oft FFBejZMrsit EXPANSION JOINT _ 3. Components&Cladding Design Pressures ""* ! •� I STUD WALLRECESS SLAB 3/4"x 10" WIDE N Roof(Anywhere)=-65A Psf,+'14.9 Psf "PRLENGINI,E,RED ROOF TRUSSES E Walls : Zone"5"is within 4 ft.of corners,Zone 114" is Anywhere Else r j�_ AT GARAGE �oDFR GATOR NUT _ 6 MIL. V.B. OVER CLEAN, 6xWO 10 W.W.F.Zone Effective Wind Area{Sq.ft.) Pressure[ psfl _ WF1L COMPACTED TREATED FILL / sx6xla/10 W.W.F.W'4YF02 Fr� mesr+ -- --- 70.0 45.7 -50.2 .. o2 OU"les4 4 3"x 3% 1/8" #4 RODS VERT. ON 48" O.C. & AT CORNERS. ^ :.`''= ��a-- r ter---• - -STEEL WASHER VERT. RODS SHALL BE HOOKED 6" INTO4 20.4 44.2 -47.2 _ ��OOTINGS 0 BOTTOM AND 12' INTO SLAB -111-I -_�1 I °� ° {I4 50.0 42'$ '7@ TOP. FOR HORIZ. REINFORCEMENT, USE4 100.0 . .$ -4�L..3 HURRICANE TOP PLAYS ���!!--�`���I � � � ��I I I � � (2)-#5 CONT. HOOKED `� � �-(2) -#5 CONT. HOOKED SCH. A" ON SHEET # S-2 I1--1Lf LLl€LLL 9 go. HORIZ. JOINT REINFORCEMENT I �- .i :� & TIED AT CORNERS � & TIED AT CORNERS 5 10.0 45.7 -557.5 OF WALLS I _ 'I ON 16" O.C. (MAX.) � � MIN. 18" � �-12"--� VIrq. 18" it 5 20.0 44.2 -54,5 f - I I- 50.0 -�I • 42.8 -51.0 �k 48" (MAX.) OR '4. s-- { 5 50.t} Jt_ -I --2a""-- TURN DOWN SLAB DETAIL L� 5 100.0 39.$ -47.2 �` CONSULT' ENGINEER .,� - 1 _ -- - ---- -- "" plus and minus signs indicate acting toward and away from the building surfaces 1/2"0 THREADED STEEL GARAGE 20"(w)x 10"{H) coNCRETE FOOTING � TURN DOWN SLAB DETAIL � l ROD PER SHEET # S-3. REINFORCED W/(2)-#5 RODS CONT. 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL EXCEPT GARAGE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE= OF TYPICAL FOUNDATION DETAIL CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIEIR WORK IN CONFORMANCE - g" _ __ - _-_ J -- - - - - _ f - - _ ___ - _ - _ _ _J WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER I - - _ -- - - _ W { I�I d 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS Al THE JOB SITE PRIOR r f ¢ W U TO COMMENCING WORK. � 7/16" OS8 NAIL w/ CORNER DEVIL 8d COMMOM NAILS TO { /--6x6x10/10 W.W.F. O[� 013ERfv1E5H L?a3 {/J 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL (N.T.S.) -- PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSiCINS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # S-2. ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. -- � :, � TOf 0--- 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR m � � °. REPRODUCED V+1TH01lT EXPRESSED WRITTEN CONSENT OF THE ENGINL:£R. RIM JOIST OR BEAtA -:i" ) "SIMPSON", STRAP ------- J (2)-#5 RODS CONT. j f77 j 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6" 5F'F #2 +� 1$" O.C. TOP PLATES M r� CTS SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"m TiiREAI]ED STEEL THREADED STEEL RODS SYSTEM ,- 20" � {L EXCEPT WHERE. A DIrEERENT DETAIL IS SHOWN. ROD PER SHEET # 5-3. - � c� LF_f INSTALLATION INSTRUCTIONS U, s I_I_J 0: 4 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRIER DESIGNED STEEL. COUPLER " �� INTERIOR STEP DOWN DETAIL LL � sem: K, eo Product 1katings Effective: kerch 9 .2002 LAMNG(eases s;Rj TV140150---SH Standard single hung +30 ••35+30 -35 ! 36x96 W0HF/50HP—Ski x-50 -60 53x63 High performance single hung -+^50 -55 53x76%4 x-35 -•35 53x.56 TW—SH +50, -50 . 53x78 Tilt sash single hung +35; -35 53x96 TB--SH +50 -50 53x96 Tilt therlxlal break single hung MP—SH +70 -70 53x7$ Impact single hung RAT HP -+-35 -35 127x61 High performance horizontal slider RW xHP +55 -55 74x5 Extra high performancc horizontal slider +45 -45 112x63 D42/3/4/5 SGD +35 -35 4068 panels Standard sliding glass door +30 -34 3080 panels 2"Sill M2/3/4/5 HP SGD x-45 -45 4080 panels' High pezfarmance sliding glass door 2-1/21T Sill I JMV3/4/5 xI✓IP sw +55 =55 ; 5086 panels Extra high perfeYnnarlce sliding glass door I 2-1/2"Sill ; Tr S' wide panels not available in M3&5 E Revis+ed:04/04/02 . 1 , CAULK BEHI140 villDpW T(rD BY PRA04D8 SCPE\!1ttSTaLAT1Qn ANCHOR ^Wpp➢NUCtC ANCHpNt �CONCRETE OR lW$Dr1RY "`• -•-�~ --- - - ulHpOV Fill YrIPTH BY piHCRS 3/161DIA C➢NCR1TC OPENING BY piHCRS _ CgNCREIZ OR MASONRY ^ 1 ^Y �- 1^1/e H1r1 EHDCO!CNT ^ ' CAULK $LMf11U WIIJDp1r flfi SCREyr At1CnpR OPENING 8Y❑THERE IHIH AS RCO•D.AT EA.SCT QF 11+ST ALL AIlL1N aiiCripR4 USNIp LOAD DEAkR(G Sr ILrS• uAX. SIlN4 AS RE➢'p. ALLOVM1BLC SHIN S+A[x Tq pC l,1q•.USC$xPiS UnCRf SPACC 6RCd E. TNNL 1/16- BY (I pgCSENI. SPACE. " SHCA)'H111G BY DTIIERS CAULK BCT WF;CN VQOD pNDK Two 8Y woos TVQ 8T FFAICING 8Y OIIICRS &)1ASUNRY pPCNIN4 8Y pIMCRS y!/LOAD 21 POOR 1-YE01AU AlwAllux ALLOY 5067. BUCK AY gTHLRS 1-116•ttlN. ,,;;y.g. tT YP)-1):r - BEARING SHIN DUCK AT piHCRS 3J 010 SCRs/AVYTALLATKIN Ai1G1pRs{Iasi DC qr'SUrPJC(Cryj LCmm TO AC40CVL luK C115C Oi iEnT CIIBEAIIENT I AID SCLATIGM p.ICHpF CAULK BEIVECH iIASUIIRY �[HATii 70DA[MIPva 1RIIF1VaDo OH[rrt tl kim rRt AIICILASVIM Y UR C'p111.RCY(ST pC OF SUFYICI11T AID SCREW(Tip.) CAULK AI,CMAR gPENING 8 wDDU BUCK q> HAX ALLquapLC SAACtHO BETVCEN v10 SERFO ANCl+Ok$Arlo COHCRE'N$CFEY ARChpk$iD DE 2a SHIM AS RED'A. H10 SCREW(TYPJ --' ' BY OTHERS 0..0,NAIL V/LOAD AW:HUR � UTC LATEX CAULK OR[pWVALENI CLW PtR1HCTt8 SEAL ARCUI CxTCktDR OF POUR pr pI)rCRi kill T • y REARING SHIN SDOR FI CLASS 3"& D'AKCD+7CRETE LARGER S1 D4i•gR1CHC afGPgpf!R,gT[IpCS,Gej pe(SUNG kCG•D CfOR OLWiTITY LISTED w1YN IrCXi {/A•MAX. p DOUR FRANC SCREW ANCIIUR 8Y OTI(CR$ 7) FOR POC1:Ci'CtlOR SIXES USE CLOSEST DT PASS DaUk SitC L CD14-IGU(tATffSV TU FIx19i DPCfAdG. •TAME _n PLACE CCrtAFTL SCPCV At+G11CRS Il+FRO11T OF Hpgx STRIP AS SYA�IN. SPREE ~ _ •?:. Q) ELAS$THICu2CSS NAY VARY PCR RCDUH"`NE1TS DF ASIN C1304 CLASS CHARTS,SO(GL[GLAL1cG 1/4'11A%. IS SliOVrq 114SULATINC CLASS IS ALSO QUAL!(lt:y. I-ValSHIN SPACE, W J4118,SILL COR10S ArIB ALL AIICHOR3 WDuCH SILL ARL TO 6E SEALED VITM A SIW.L JUp+T EMBEP H1H. SCAM SCALE&. - EI18EpliENT 141 ALL ALL, Ci1Ai1PN Nr11t L TED 2 C A 01'CARADS1pt1 RC$]SThr/Y I+ATCRIALS. 11) NOT ALL CpgF 14DRA11oryS LISTED RapVC ARC SN0I/JI D71 THIS ARAWIf6,NgwEVER ITIS IgLLA41(Jf E%TERIpR `` A 2'tTYP,) SllIpYJ�',S}=fTJfllt=a.�.0 Mpp1;,ST11C�. APPLY 74 INSTALLAUDi Or ALL CUhf16URAIF&I. �MIN. TVG BY EXTERIOR 1 12> HARK 4 1 8A HARK 8 SL1DING 41,455 DOOR 1S SHDUr4 THIS PRINT ALSO APPLIES IQ 11+Ra y; Eu8EW1EH7 YI ll, BUCK q 1 DARX 4 4 MARK S, FIN FRAHE, JANE ST OTHERS __ _ TLIIPERE➢GLAS BYTDYNRy IttISrt sA CFYP.) EXT.FINISH SECTION 2 AERIACTER CAULK IW pTHERS IN1TALLATIt7N ANCIIgR CHART 8Y pTr1CRS PERIMETER MIN PLR1H9TLR CAULX Dr OTHERSGAULK HBCDFIENT 010 SCREWS IN 3/16' AIA. CtII,CRE1'E K10 SCREWS e EA. 47,OTHERS CALL OVERALL rRAMS HEAD SCREW IN FRAt1_ SILL,JAN3 S. j- SIZE. NEIGH 7 SIZE' $1z� UP TQ 46 PSP 61 PST UP 7D 46 PSP 6,ppSF UP Tp ATUPSF Z-SF- HEIpHT t11tIU01/ [� EXT,FINISH TD Tp 70 viol" DIF OTHERS! 9 _pSr b0 PSC 7o PSF 45 Sr 10 6D PSF 70 PSF 1s SF 60 pSF 70 P5F SLIDING GLASS 5068 XU,D%,xx 60-11/16 x 80 3 DD➢R FRAHE --.w S.G.A VIDTH�� - {l4'FTA%. 6068 X60 O QX,XX 96-11/16 K 00 S 3 4 4 4 4 6' - 6 IICAA SFUH SPACE ons xG 0x 0 U-ti 6 6 6 S 8 1 6 6 At SILL o o e E:SIE$F1J9 S�C�]i1N- 2 12068 DXq 145-5/O x p0 7 -g 10 7 6 n o DQpR sA&"„ 15,18�:x2o g p ➢ 9 0 9 9 6 6 24.O.C. • HEIGHT W60 OXM XXXX 16658 am %XXX 192-11/16 x 80 t0 13 I5 9 1 3 6 6 IiAX.CTYP.Y ! 5I'�'- 6 x'60 79 10 7 7 1) p lT7 20068 UXXQ, XXXX E40-11/16 x 84 t0 17 14 11 0 12 O 6 0 Tf51PERLD 5080 xD,G%,%X 0-11/16 x 96 3 g 3 j 14 16 a 6 b V1NApW EQUALLY GLASS CTYPa )^T/8•MIN. _ 6000 x0,D%.XX 72-11,116 X 96 4 4 •4 q "� i b 6 6 SPACE EHBEBNCIIE WSTALLAIION ANCHOR Soso XQ.OX.XX 56_.411/16_x 96 S $ 6 6 pp-�•• NEICHT AMCItpRf 1110 SCREW 0 U%D X 10D-59 /8 A 9� 6 . 6 6 6 5 S .,_..rF._--6_- 6 CAULK BETWEEN tWo U%D 145-5,18 K 96 8 IQ jl 7 0 6 6 6 1/4'MAX•J VDOD FRAIIE t. 15080 E�XQ 181-5�8 96 10 3 y �1 3 ^ 6 6 �6 SPACE HppK STRIP 1aDa Bxx�1'"S;iLx iC'-5"--E1'rl ,; t�T 12060 DXXCL XXXX 144-71/)6 x 96 7 !0 Ii 7 R ::14 A8 INSTALLATION D �- �. 16080 0X%07,XXXX 192-11/16 x 96 11 14 17 9 12 6ANCHOR SCREI! ��Y. � FYRAI1By pSNCkS2008p GxxT) XxXX 240-I),1I6 x 96 14 19 8 6 _ -_ •, 6 W I1AX. It TVD 8Y FRANiNG n O D (TYP•) r. ° - "SLIpiNG GLAS of 0111CAS � DOUR FRAHE $ILL SLIAING GLASS F T �F DOOR hoar STRIP ..F lI�IW 1 6•HAx.(rrP,> -^---- - - /� 00 J1 r SHCATHINO UMIILUJ ALLOY 6083. ••�' BY pTHERS k105T UE OF SUFFICIENT LIH.TO ELEVA 1 IQ� A EHDEDNCNr _ 1*400 FRAMA1D MfkDER, \ 1-1/4'MIN. EXT.FINISH I ^ 6'FROM CORNERS&24-D.C. VIEWED FROM EXTERIOR t-XYCRInrz FI FVAjM 1 ar.prHER$ OXG DOOR SHOWN �XTEB11]R EI.�yAT.'(j]d AT IDEM&UAJ104 k1PTN DUD-SIL T�"'-� PER111EIER CAULK -�4- LIM, XXXX 1]GI7R SE IO`dN IPLYkrLio VAI AE"ITIU Of TURF 1L TEIIPEREO BLASE BY OTHERS OPLY N7TH 5EALUIT tA1vlUFACTURER'S -. �_.�. .. �.-._. „.._. ,.... _...,. SET SILL IN BED - CTYP,) ----• n- _. .•TM-.-._- .,-+,»N:a. CAUUI BEHIND FIN AT UNDDW SILL, th, �r!1/ ^5213 DIA tC=Z OOAU QF Cp)ICRETE DR CialK N KINCO LID, %,LENT FOR PfiRwtETER$CAL AROUND K I I V W 0 LTD. JACK+iONVILLC,FLORIDA S26S4 INSTALLAI]EIN ArICHOR SLIDING GLASS tiL•y,(,4 JAC!(S()NVILU', FLORIDA••^ - THERE. / yDOOR FRAMC J .:..,.'"�- �y OT LISTED IN ANCHOR CHART,USE - y/-• C"'• ��• � „„y,,,,,,•,.,, 3116• DIA. CONCRETE / 0TH NEXT LNiGER 512E rte'+ 71ltG SCREV AHCUGR CTYP,) JANE y�• +,�; / �) Yltip ^ INSTALLATION llE7AYl. l!C]pU IRAPIE OPENING tplgpRET! OR `•.+PAn• .^ { SLlUHlG GLASS uHUR yl/T\113 BY VWO tfUCIC OR FRAf{£ . IuAY VARY PER THE REDUIRENENIS �. •; -�•: FIN SINGLE HUNG WINDOW 1440/50 & 1440/50HP MASONRY OPCNIW 'F •, UPENIHG OX / XX / pXp I 0%XD L XXXX lllSTALLAYIpH llETAII giiS SINGLE G1A21H0 is SHUSVN, 8 EIaIREiR NAP UCL t4ART1NE2 " '.' BY OTHERS ::/,�r��;.K vari B� "oa�C 12/4/0I' QUALIFIED ERalitEmMANiJEL MARTIAIEZ PAH EB ��AT�'lt/U6/Dl V FTN'038 PO HOT REQUIRE ; - .-^.-.. A1,0104 ANCHOR$ARE ONLY 0E0'0msd�7Hu GIVI1 m s^C2S t�T S 04 NO. uuus) � �X1f RI[!f3_,�1 FuAT1f1N ofsclP(f c CIVIL 413 SIIEEI• 9.9e0`.FEW « REV,,LETUaf A Sruc a c-u: ,+r r"z,-;•x.,.,T..2,rw... ,� r -. df 4X, 7(17, X)t A(7t5R SHp1JN r� - - Rcv.i {V.T.S, tt.I�xl:UtBt ' i 47100 I r 1 _ �a6 eia rm 47t8u" 6TICW s;aEl - ✓� BY VOOD BUCK fi10 x 1.1/4' MINIMUM ENBCI)MEN1 OR l] 3/16` PFH TAPCUNS WITH 4,563' 1 U2'. MIN, EMBEDMENT (TYP) x WhIS 514111 KINEI 0 R?AT W1151S R[00 BY A CA91 OR U HEAD JAMB 6011111"1,Vii iml THE Alf[10 101 Eft 1Jf cmi C>R Wad 10 Slll IS 1fSS IHNI 6 K60 RS ICIH IS 111310 IR 1/4' GAP MAX, 011-NI R Il�D3 V 110 11f MIT MO 11 OR kH ICSIM 10 ART75U' VO VAR 115/1910 YORE VAI IHIliRA1164 O NIM111 IS i(o i MIISBEHI iS 0 lEl to Positive o A roup + 6.0 5 IO' e�•�'•1�<1 1 Native r � • 1.25 • MATERIALS LIST 11EHN(1, GESCRIPiIM, - Pal ON '. CQ4KfNiS © {1a`o o V�1B"HEA9 J 1B EV`I2 1 /4' X 4 b'NIL.—fog coo ', COIfPRESSIQN VEA1HfRSTR1P A (R 4 ° O T • EV-10 /4' 4 'NT I. T W 1 40 Fla THRCSHULD CHAt1D1El EV-OS 8111/16' INTERIQRI9 5/16° EXTERIOR ® ST E N cola �.�2 -,qDB) NJiIDulI GIR�5 +f11 MAX ' �� 1 A BASF FOAH• DENSITY P,010 P5165,d �' • Q B01i0H CHANNEL ' V[}OQ LEK MA EV-48 `Via V00 STRIKE STILE EV-01 1 i1/16'X 15/16'X 74 5/16'NIL,10 BE VGOD VOI1D HINGE STILE EV 9 111/16'x 15/16'x 1 /16'Nit, 10 W VIN • . '•' LOCK FUR RAIE EY-09 6501HICK PLASTIC a ` ' fV 15 .697 THiCK(STEEL) 14 0, ® VO—INGE JAMB i 1/4'z 4 9116'H1L•TO Bf V000 ° 1, B V 10 z 3/4'V000 SCREVS (4)SCREVS PER HN2 (2)SCREWS PER HINGE APpdOVEGASCG'�'1Y�i tal aNi r� r u1'0� � rri 01 c� d • DIO z 314'F.H.V,S. 2)SCREVS PfR HINGE 0o X P F.H•V,S. 2)AT EACH STRIKE PRATE pA 6 L&SIT wmaofoVIKSET BRp110 2V0 LOCK FAX C1>UNTY HOBIFICAT@NS art11� JD 2 BY VOOD BUCK llIII1�UdLsl ID1ID 1R KD DAN cally NNIFICATI s E%Ii( CETT Hips cla A r . mn •r••• Pii t7 Pnuc r"Im t1 J`lt TIM 'u 4u RS 1 11� 11115 I 61' I'H' N B-B MINISERIES Ho x I.1/4' MINIMUM EM6EOMENr nR 6r BSit _ . W Nil T Y _ . . 3/16';PFH 1APCUNS WI1N �I�����I� 11V MIN .I W MIN. [M EBNENI (10) 31101 EWBEENE== (2)PER HEAD JAMB PISI(�1K912 ' /"� SHEET 2 aE 6 DOOR CONFIGURATIONS101011HR C ' 60 3!1•NAx °•MAX A."Ax , /•MAX - 3•NAX .Y MAX .•M4X (I INTERIOR MAX 1 NAX MAX 104'NAX MA% i 1 t .'MAX " p•MAX MAx 31 l/Z'MAX x a�. . e 88.3lA• Fa 29]!A• IV MAX MAX ...�--...26 9/A• MAX 7/A• t 16 p Ii MAX 2 15 9 24 [6 60If�• O 1 6G X swig- 2d' .� l0 W MAX. .t ; :•!';i'•4:",: •.•t�.yrti t:..;fS / .. .. _ tNIA.9 2•MAx°•MA% I .•NAx .y MAx 16 MAXMAX.•MA% SEC GL4ZIMG tlCTAII ERIOR 17 EX'T O 90 Iviv o.c MAx 5 1Y MAx ` SECTION A--A NwX IS•MAx1 r_4 MAX IN-SWING OTHER CONFIGURATIONS MAX Max ' ce a�ir�c nerai� , � MAX T NAx 68 314, 68 7n• [SfvQRVimxvvlLLivµS 95II�A 2 MAx MAX 7r 1/2. ��1I 4!MAx E7IitA,w, WW LA•w GAI x MAx • � - F7Li7tIRR � ' � a LININ i!t<ESS WED fm DEC ,�, am-IR m Mo.Sim 11 n alt a�wwn c a c.ara i +rnlSc.e7rtcCvrrMrrfl ` UR REV 5i Qai 61 NIFRIiai HY r.V,r tiCIXa?trut3%A WINE s Aaoeo ruz s rcpry mliws� a �{n P.>jt t .... i tl �'•"'�µ yIG' NOUN rlli3lDA lltOdpS lM6S x]!R fR•(Tlli P1Y I,1C rcwCS �t rl; a nE pt f�lr .M( {_I �tlCi SYSTEMS NAt1: SCA[I ,3..�'�'14� •. - 1 p �U11 �lJ �rsu{us+mca x w ACP scans G,r t R ,UO7\ ENTRY J 1 JT�I't) 31 12Q;3,•�k.7yW�.+•Irl GLASS BITE �9tL 4 a� Aoa mK4 aaA m.r((iwrw.S n PROnC, OttilYlSl7e1 suE.Ef (RI ( t AOLpM51 �M R N R SYS M SiiEEF:5:0 -� ua• rENaEkeOrNass +ncmcr�F 31-1020-EW-I :•r„� .r. 8�1tn1NCCnuHCO1MLWNCEp�PtCE Pf{S56lRfi.Ki6676Z {' P81.aN000CECOAtPUutGEaF RC^�FrarlC:xp Otr03t4.l� :•R�11�B7:11k�1LR ` ACE arsxz Sr�Et 2 OF 6 X uan 1 t ACCEPT.INCS NG• ' .r.Y.i�'f pw ••'• ,. i � • gam{' . d 9 � H y m 4 c r4 a� E 25 °r3 '.� a d JIWIIJ Il��p Ma i �litd�IUV J. U A110 s 8 1121 JacksonvilLe each, BESTCON Homes N L0 x » : CD 41 7 � n � � N N 3 Cu 0 O W m ty ry rr� J C � N N Q) Q C1, W d Q � L W.. ., _. _.._.... .__.._ _m. _. _. .�._. __.,._..,._ _. ... .._._.__... I .___..._ _... __...... _._. _.._. .._ _....... ._. j I I I _ ...._ _ _imp _ __ . _ _ _ __._..____- _ _ ___ -_ •- _ _ _..r_._ ___ I . •�._, � 'a..� ail_..� �.._�.f{ .�,_, i i ._,i'�T_i�- I ,tet ', _s-i_.1;.C__.(;._i-- I I I ( 1-..�... .._�...,, I I ! I i I I i t l i i I I ; I i t i i ii 1 109 I ■ rrw� _- . ............ ---------------------- ....... ro -------- ru ----------- Cn_. __ _. __ _._.__. ----------- NEW El El E F71 E� E El El -------- ------ 0 LL--- ----- El F-1 F71 E El 7 El F� 1= 1= [� HTF osl Ulm ? i� r7 f i r � LL z o v rn .t m � C 2? a LL 0. • JOB NO, 05-B1-0062 . Shearwater SHEET TITLE SHEET GOVER L Ao.o ------------ r T � d j � Periods only used on one word abbreviations, if the abbreviation a _ . is a different word by itself; e.g. ARCH., BIT., and LAM. INDEX m N al ABB' REVIATIONS Periods are usually used when abbreviating multiple words, unless they o GENERAL NOTES are very common without periods, e.g, AFF, HVAC, R/A, and WWM. oro } .S' L? $ n E a A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P P.BD. PARTICLE 00r',RD ARCHITECTURAL Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.0.0. FURNISHED BYQT'HERS PC,CONC, PRECAST CONCRETE AU.O COVER SHEET ACC ACCESS F.D. FLOOR DRAIN P,E. PORCELAIN ENAMEL A. Vapor Barrier shall be applied an all exterior walls. install as per manufacturer's AC.T. ACOUSTICAL TILE(CLG) F,E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR FT. FINISH FLOOR(LINE) PERI PERIMETER A1.1 INDEX ABBREVIATIONS SYMBOLS AND 2, Minimum Design Loads; A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING f f B. install#15(min,)felt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) GENERAL NOTES FLOOR: 40 P.S.F,Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 10 P.S.F.dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER No staples Mowed. AGG AGGREGATE FLR FLOORING) PML PANEL A.H.U, AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) /��/ r' � ROOF: 40 P.S.F.Live Load ALT ALTERNATE FN FENCE LAI OATS T 9 10 P.S.F.Dead Load D. Flash all roof to wall conditions. PR PAIR(OF) ALUM ALUMINUM PND FOUNDATION PREFAB PREFABRICATED r� � Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5"(min. au owns gauge PO.27 a aluminum with baked enamel finish, Downspout W be 4" A.P. ACCESS PANEL F.O. FACE OF PSF POUNDS PER SQUARE FOOT A2.0 FOUNDATION PLAN © s AFX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PTN PARTITION A2.1 MAIN FLOOR PLAN w a ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A.O ASPHALT TILE FR FULLSIZ)(ING) FV PAVE(D) LCHL RI A2.2 BONUS/ SECOND LEVEL FLOOR PLAN L ..� 3. CONCRETE 6• INSULATION AUTO. AUTOMATIC F5 FULL SIZE PYO POLYVINYLCiiLGRIDE(PIPE) AVG AVERAGE FTG FOOTING PVMT PAVEMENT q AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation r1 A2.4 FRONT & RIGHT ELEVATIONS each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior or to unheated 6S B WIDE BASE CAB, .8 GAUGE `j( Q,T. QUARRY TILE [� where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. BD BOARD G G.B. GYPSUM(WALL)BOARD Structure or as mitigation due to these occurrences. R-11 batts at fireplace chase walls and under fireplace unit. BF BITUMIN-FOLD(DOOR) G.C. GENERAL GRADING R RISER(DN STAIRS) A2.5 REAR & LEFT ELEVATIONS g g p BIT. BITUMINOUS Gp GRADE OR GRADING to ]■ l w RA RETURN AIR r--'- �I BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS rr �• BLDG BUILDING GFI GROUND FAULT INTERRUPTER RAD RADIUS BLK BLOCK(CMOs) GL GLASS OR GLAZING RBL RUBBLE B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN , and structural designs due to inadequqte soils or landfill occurences shall be the BM BEAM Q.I. GALVANIZED IRON REFR REFRIGERATOR DETAIL SHEETS responsibility of the"Builder•Developer"or its subcontractors involved with the design and 7. DRYWALL B.M. BENCH MARK GT GROUT REQ REQUIRED .w r installation of such;and the Architect shall not be held liable or responsible for their SP BI-PASS(DOOR) RES RESILIENT t err► w1 Implementations, A. BAG BEARING H 42"H 47HIGH(WALL) REV REVISION(S),rIEVUO ADA WALL SECTIONS p All walls to have�"gypsum and a!1 ceiling to�lpswm kjl ceiling board unless BRK BRICK n HB HOSE BIBB REINF REINPORCED(ING) noted Otherwise. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING AD.2 MISC DETAILS Use water resistant B• BSMT BASEMENT Hp HEAP pit WARD R-113. REINFpRCEDJUNC71pNBOX gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING A D.3 MISC D ETA I LS C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE per local codes or specific sail conditions,whichever is more restrictive. BVL BEVELED HDW HARDWARE RM ROOM AD.4 MISC DETAILS B.W. BOTH WAYS HGT HEIGHT R.O. RDUGHOPEN WG H.M. HOLLOW METAL R.O.W. RIGHTQF WAY cp 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET HORZ HORIZONTAL R&S ROD AND SHELF(S) AD.5 MISC DETAILS ?� C.B. CATCH BASIN D. Soil test must be approved by Geo technical Engineer prior to footing pour. CEM GEMENT HR HOUR U) � Hdi. HALF ROUND(WINDOW) SC SOLID CURE(DOUR) o 9, DOORS&WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SOH SCHEDULE CF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR E. All concrete footings are designed to bear on minimum soil pressure of 3000 p-0.and CHAM CHAMFER HVAC HEAT INCIVENTILATINGWRCOND. SEC SECTION n o '� shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. C,1. CAST IRON HWO HARDWOOD(FLOORS) ELECTRICAL O U LL reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. CAST-IN-PLACE CONC. S.F. SQUARE FEET m SF.GL. SAF'ETYGLASS m a Or local Codes,Whichever,is more restrictive. B, Door and window infiltration shall be in accordance with local ordinance and shall meet CIA CIRCLE I.B. IRONING BOARD S.G.D. SLIDING GLASS DOOR C M performance standards ANSI/AAMA 101-68 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE ' I.D. INSIDE DIAMETER SH SINGLE HUNG 08 SHEL.F(VING) M ca and the CRF shall not be less than 55. CJ, CONTROL JOINT pit CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET a 3 N CK CALK(ING)CAULKING) I.M. INSULATED METALSHTHG SHEATHING E1.1 MAIN FLOOR ELECTRICAL PLAN - g o) F. All concrete shall attain a 28 day compressive strength of 3,000 ps.I. CL CLOSET OR CENTER LINE INS OR IN5UL INSULATED(TION) 51M SIMILAR (U E1.2 BONUS UPPER FLOOR ELECTRICAL PLAN a� CLA CLEARANCE) 7 CLG CEILING INT INTERIOR SKL SKYLIGHT a C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CL5 CL05URE OR CLOSER(DOOR) SL SIDELIGHT OR SLEEVE o a G. Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors and in windows as per kcal codes. CM GENTIMETER(S) J J JT JOIST (FLOOR OR ROOF) SNT SEALANT v 0- a encasement of utility lines is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT SPC SPACER SPEC SPECIFICATIONS utilities lines well below slab. C.O. CASED OPENING I� KO KNOCKDOWN(CELING) SPK D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN K KIT KITCHEN ,ST (AUDIO)SS$,'E R(S) openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT SSD STANDARD S EEL H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs GOND CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE including patio, porch and Sidewalks. COND (AC)CONDENSER KIS KNEE SPACE CONST CONSTRUCTION STL STEEL 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. !AMINATE(D) STR STRUCTURAL 1. Provide'ZipStrip'or tooled control joints where indicated on the foundation plans. CO RR CORRUGATED LAV LAVATORY(SINK) SO SQUARE p 1 p CORK CORRUGATED SUS SUSPENDED DIMENSION ?q 0 T E A. All electrical and plumbing requirements shall comply with local building codes. All Outdoor, CPR COPPER L.3.0, LOCATION BY OTHERS S.W. SHEAR WALL bathroom and garage Wall receptacles shall be prowided with ground fault circuit protection. C OR CPT CARPET LIV LIVING Service panels to be(min.)20 circuit,100 amp,11 O wolt. CRS COURSE(S) L.L. LIVE LOAD T T TREAD(A7 STAIRS)OR TILE 4. FRAMING L.P. LAMINATED PLASTIC T.B. TOWER BAR CSMT CASEMENT L.T.T LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE C.T. CERAMIC TILE . LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. fallowing: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CX GONNExTIpN CTR CENTER OR COUNTER LVL LAI,A VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS)eAerlor. LVR LQUVER T&G TONGUE&GF;OOVE 2800 sl In Bending,Fb CY CUBICYARD TEL TELEPHONE P g ■M■ M MAXIMUM) THK THICK(NESS) - 285 psi in Horizontal!Shear,FV C. All sewer and water sleeves to be depth and separation as per local code below adjacent t2"0 12"PEEP MAX MAXIMUM 2,000,000 psi in Modulus of Elasticity,E finish grade. D D DRYER,OR DRAIN MAS MASONRY THR TOP OF THRESHOLD T.O,C. TOP OF CONCRETE S DBL DOUBLE MAIL IAATERIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET II T.O.M. TOP OF stress+875 p.s.i.,(1000 psi repetitive)or better, D. Provide main sewer clean-out within 5'-0"inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH ;AECHANICAL T.O.W. TOP OF WINDOW DOW DEP DEPRESSED MFR. i.IANUFACTURER Otherwise. TR DR TRN TRANSOM(WINDOW) DET DETAIL MH fAANHOLE TP TOILET PAPER HOLDER VARIES E. In all buildings O.F. DRINKING FOUNTAIN MIN 4NIMUM G. Unless otherwise noted,provided: gs a continuous conduit shall be installted from the water meter t0 an exterior Tv TELEVISION OUTLET OR LOCATION e 01 remote water meter reader at a location to be approved by the Water Department, The OH DOUBLE HUNG MIR t IIRROR TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in Conduit shall be capable of accepting a low voltage minimum 2 mrvducLor cable supplied DDI DIAMETER MILD M ULDI ANEpUS a building in accordance with commentary and recommendations as published by the Truss and installed by the electrical contractor.The cable shall be capper and a minimum#18, 01, DEAD DIM DIMENSION MLD MOULDING METER U UC UNDERCUT(DOOR) DOOR) Plate Institute, The water department shall make the connections. DN DOWN(STAIRS) MMB MEMBD MM RANE UNF UNFINISHED D.P. DAMP-PROOFING M.O. MASONRYOPENING U.N.O. UNLESS NQ1 ED OTHERWISE DIMENSIIONS ARE TAKEN FROM FACE TO FACE OF hhASCt,R' `~ DR DOOR MOD MODULAR r UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2, 3 . DRY DRYER MACHINE MRO MARBLE ,/ V.B. VANITY RASE /, high density T&(3,Plywood subfloor glued and nailed. Panel span rating shall be APA DS DOWNSPOUT . VAPOR BARRIER 24/32 Exposure 1,with sealed edges. Detail per manufacturers'spacing and edge MTL METAL v638 38'WIDE vANrrY BASE D/5 DRAWER STACK(CABINET) MT MO ru recommendations. F. Water service shall be 1"minimum from each exterior shut off valve. LLION pit R D.T. DRAIN TILE MULL MULLION M VERT VERTICAL !;I ';'j l I i G. I i l I I !C I MULIED VIN (5HlrEl�VINYL DTL DETAIL V.S. VEGTABLE SINK DW DISH WASHER NIANOT APPLICABLE V.T. VINYL TILE 3, Y"underlayment(minimum)under vinyl or file on wood frame floor systems. 0. All shower head heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic DWG DRAWING N.I.C. NOT IN CONTRACT showers. OWR DRAWER NL �AINOMINAL 11 J�/ W3830 36"W X 30'H WALL LCAB .� NOM NOMINAL Yy W WIDE OR WA:;HINGMACHINE Fal EACH N.T.S. NOTT0SCA LE 4• Min'Y,2*high density O,S.B.wood roof sheathing with'H'clips.APA panel span rating shall WC WATER CLOSET EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DA7GM be 24/0,exposure 1,with sealed edges,Install per manufacturers'spacing and edge WO WOOD E.F. EACH FACE recommendations. IMPORTANT NOTE: DA OVERALL WF WIDE FLANGE(STEEL BEAM) E.J. EXPANSION JOINT ORS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION 04, UNCENTER W.M. WALL HUNG ELEC ELECTRIC(AL) O.CAO. OVERHEADGABINET WI WROUGHT IRON D. Roof truss systems shall befabricated with wood chords and wood webslnaccordanoewith ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICALPANEL O.D. OUTs11)EDIAMETER WIC WALK-IN CLOSET designs prepared under the supervision of a registered professional engineer. EO EQUAL REFERENCES & CALLOUTS N THE ARCHITECTURAL EST ESTIMATE O.GO OVERHEAD GARAGE DOOR WIN WINDOW IO OH OVERHEAq Wt W/O WITH OR WITHOUT E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOF(ING) � PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPT OPTIONAL W.R. WATERRESI-"ANT E. Roof vol of r manufacturer shall submit 2 sets of sealed shop drawings to builder for CLARIFY CONFLICTING INFORMATION. EXT EXHAUST OSB ORIENTED STRAND BOARD W.S. AI SRSpFTFaJER ATTIC VENT � Q EXT EXTERIOR W5CT WAINSCOT approval of roof trusses and beams W,T.W, WALL TO WAIL WWM WELDED WIRE MESH F. Min',' exterior grade plywood or OSB woad sheathing behind all masonry veneer,dryvR panels and cedar siding.See elevations for Ideations. (3. Pressure treated lumber t0 be used where wood Is in contact with concrete and for 2x4 mud SYMBOLS FORMULA:sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as t-.1 I_.1, 4, -, N;. *144 SQ. IN. = 1 SQ. FT. indicated on the plans. l + ; EARTH PLYWOOD BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG. SQ. IN, 1300 = SQ. IN. OF VENT REQUIRED SHEET NUMBER � SAND OR GRAVEL FILL � ; ; � ;I INSULATING SHEATHING � ) SQ. IN. OF VENT REQUIRED 12 = 50%AT RIDGE & 50%AT EAVES WOOD STUD PARTITION x;u-k"til' BATT INSULATION ,yr n� D DETAIL NUMBER OR SECTION KEY t SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 . UNLESS OTHERWISE NOTED ! T RIGID INSULATION PLAN 91 91 � . !f i ! BRICK WATM CLOSET a ANGLE 1"' ix (; CONCRETE BLOCKS a CENTERLINE AREA T _3 4 G ` :, �' CONCRETEy TTNB/SHOWER HB lie HOSE BIBB (FREEZE PROOF) MAIN FLOOR, PLAN 1902 SQ.FT. h STONE SECOND FLUOR 742 SQ.FT, �1 Q c " I&-- GAS GINE STUB STEEL LAVATORY z; o TOTAL A/C AREA 2644 SQ.FT. Q (� PENNY a U.a -`=y DIMENSIONAL LUMBER DOUBLE SINK FRONT P 0 R(C H 143 S Q. F T`. J PERPENDICULAR LANAI 186 S Q. FT.. ■ JOB NO. 05-B1-0062 �ml R PLAIT: BLOCKING . GARAGE 455 S Q.F T.SINGLE SINK Shearwater ROUND OR DIAMETER FINISH GRADE WOOD TOTAL AREA 3428 SQ.FT. SHEET TITLE SHEET INDEX A1 . 1 601 lalLe, ------ _...._ _ ..... - - MAIN FLOOR NOTES r U NOTE-FLOOR = 9 -2 K 2 42'-0" 1244 1. WINDOW GRILLS ARE STANDARD IN FRONT c� OR 23'--3" 18'-9" AND SIDE' ELEVATIONS AND REAR ELEVATIONTO BE CLEAR GLASS. ]t I m � 2. ALL UNDIMENSIONED PARTITIONS ( 'I`'I`) 2 $ ARE 3 1/2 ROUGH. g ti r n r u r rt t 1 / 1/ N ZL 10 4-6" 4�-4" 3-4 3'-4 3'-4'1 4'-�5" 3. ALL ANGLED PARTITIONS ARE 452 22 DEGREES UNLESS OTHERWISE NOTED. 6' 4. PROVIDE MINIMUM 2-2x12's w/ 1/2" 2 .9 8 9 8ER e PLYWOOD FLITCH PLATE AT ALL EXTERIOR 6' 5" ,-4Y2n WALL OPENINGS AND INTERIOR BEARING 3060 SH 3060 SH 3060 SH 3060 SH 0 96" AFF 096" AFF 0 96" AFF ® 96" AFF WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE Li 10' WALL HEIGHT NOTED. ALL SUCH CONCENTRATED LOADS 1- r SHALL BE TRANSFERRED TO FOUNDATION Ln 8" SO FRAMED 3068. VIA BEAMS, POSTS AND/OR SOLID EXT ,-LIGHT 3060 SH a � COLUMNS (TYP.) 0 96" AFF BLOCKING. , 6. ALL EXTERIOR DIMENSIONS ARE TO FACE [, LANAI OF STUDS UNLESS OTHERWISE NOTED. w19, 7. ALL TRUSSES TO BEAR ON EXTERIOR uj 23'-30 X T-0" WALLS AND/OR GIRDER TRUSSES UNLESS - n OTHERWISE NOTED ON FOUNDATION PLAN. `„ 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, A MASTER SUITE THANGERS RUSSES. & SET SPACING FOR ALL Tr "' (2) 2668. (2) 2668. (2) 2668. 1 1a' CLG. " 9. WINDOW SUPPLIER TO VERIFY AT LEAST R 1-L 1-L 1-L cal 18--2 X 14-6 ONE WINDOW IN ALL BEDROOMS TO HAVE c° I 3'-10" HB A CLEAR EGRESS OPENING OF 5.7 SQ, FT. Y - - .�, .�.. — _.._ — - - - - ._. — - - ._ _. __ � - - - - - - - � � � ^ � � — � � - - - LL� � - - - - - - i WITH MIN. DIMENSION OF 24" IN HEIGHT AND 3'--7%2" 1'-21 "2'-3%" 1'-6% 4'-3%" 5'-9%" 3060 SH I 20" IN WIDTH; SILL HEIGHT NOT GREATER @ 96" AFF v'I 3060 SH THAN 44" ABOVE FLOOR, `} Ln I aI ® 96" AFF 10. BALLOON FRAME ALL EXTERIOR WALLS u- — of (ABOVE 8'-1") TO UNDERSIDE OF ROOF .». [�] 0 Q Q r -----F SHEATHING - PROVIDE FIRESTOPPING r'�""� I� _I� N 3060 SH a I �L EVERY 8'--0" VERTICALLY IN WALLS > 8'-l'. 0 96" AFF I I 2668 11. ALL HANDRAIL 8ALLUSTERS TO BE 2868 SPACED SUCH THAT A 4" SPHERE CANNOT LL- b, I I 17;�-11, t I I <� PKT PASS BETWEEN BALLUSTERS, I I r1i i a l I i 12. ALL ELECTRICAL AND MECHANICAL �' I I N R VAULT GREAT ROOM I r i 48"x48" GLASS EQUIPMENT & METERS ARE SUBJECT TO I UP VAULTED CLG. �ij BLOCK 080" A.F.F. RELOCATION DUE TO FIELD CONDITIONS; i L — —L �, � 23'--0" X 23'-0" � � _ lY � I' �" CONTRACTOR TO VERIFY. p N � r i RN '-5%" �2" 2'_7n 3'-11%" a "' zl -j �' 2411 13. FOR ADDITIONAL NOTES SEE GENERAL i 5;I �' I D/S n NOTES ON TITLE SHEET & DETAILS. a ° r i 10-0 CLG. 10'-0" CLG. ti m� ,�, wl i -- z 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE 4- — `! 7I 2668 i ECESSE 96 ABOVE FINISH FLOOR (U.N.O.). I p i M-I i N OWE 15. WINDOW MANUFACTURER TO TEMPER ALL c ^-, N i � ______--_-_ a can WINDOWS 2' WITHIN DOORS, OVER TUB & w �, i __-_ ----- �. of R S a J SHOWERS 7 WINDOWS WITHING 18" OF THE SECOND FLOOR / a Q 3060 SH - - _. — _ — _ - - � � - - � — � _ � _ _ _" — _ _ � — � FINISHED FLOOR. a. CL R - 2 Q 0 96" AFF o 286,8 A PONYWALL 1" � c' " 10' CLG. 10' CLG. a 3' 11" , 3'-1�" ABV-NOSE OF B TH 2 % 3-0 31-1 i TREAD w/ OPEN � -' 12030 SH T. 3060 SH HANDRAIL s� ,� 96" AFF 4p.5" KNEEWALL I ® 96" AFF R 1 11 N I CAP » 14-3t'—OY w/ 1XBARTOPW/15 2668 ri 6'-9Y" n, CD z: WAI 306a SH 24" 24" 24" 18 RISES ® 96" AFF ' � L/S �� BC - i D/S BC 0 7 5/8" R R I • i i `� �i � �4.�y SINK wl DISP. - I RANGE w KITCHEN �' BEDROOM 2 L.. IR Rb �1» MICRO H000 10 CLG. I 2068 10 CLG. i c i C 19'-0" X 14'-0" 15'-0" X 11'--6" R (12) 8" GLS BLKS ® UTILITY , i WISP{ H 54" AFF UTILI I I i --� II 306 SH aat 0 0 _,I ¢ 2868 6'-VA X 5 1 i i VENT THRU (� 96 AFF `" O 148» PKT D/SP ci SLAB I Y _I �'I BC I I a N I — _ _ _ — ^ SECOND FLOOR— 2868.._ N - ... I -- _ -- wIH --1 -7"co 14'-0" v IREF FN ' OISP I � L) Ln I n i 2068 2068 22 1/2" x 54" _ PULL DOWN -- - — -- — 4080 SQ. 4080 SQ. ATTIC ACCESS 3'-3" 2'-11%" 3060 SH OPN. OPN. rn �' ® 96" AFF L 41j II II C) a DINING ROOM 7080 SQ.; ENTRY -� I I I OPNCLG. . tp CLG. I I s � 14'-0" X 12t--6» I I 5'-0" X 14'-9" GARAGE ' 10' CLG. I I i I 20'-1" X 22' II 3060 SH ( I II ® 96" AFF II ._. - - - - - - - - - - - - 10' WALL HEIGHT i 3060 H 3060 SH \ / a 96" AFF 0 96" AFF HB , EXT. 3068 w / t CD 10" SIDELIGHT NLl FRONT PORCH ' � 19'14" XL5'-9" �. � , rt PLAN F1 � c a M 4 p A REA TABULATIONa a g1' SQ FRAMED �' n � COLUMNS (TYP.) v z MAIN FLOOR PLAN 1902 SQ.FT. ° a c. , j. a , a iE a a SECOND FLOOR 742 SQ.FT. _ 3-6 7 a 3-6 "2-8" 2-B 1, 10-4 t / N ° ; JOB dP O. 05 B1-0a62 14'-0" 5t^4» ti 20-8 2'-0 4 A G TOTAL A/C AREA 2644 SQ.FT. � 42'-Om, FRONT PORCH 143 SQ.FT. Shearwater LANAI 186 SQ.FT. FIRST FLOOR FRAMING- FIRST FLOOR PLAN GARAGE 455 SQ.FT. SHEET TITLE SHEET SCALE: 1/4"=,'-0" SCALE: 1/4"=1'-0" TOTAL AREA MAIN FLOOR PLAN 3428 SQ.FT, A2. 1 i r . 9 d Gym pp N r r �1 � pQ p a L ma Z 42'-0" 21 15'-7" 5'-5" 5'-9" 15'--3„ CNyy p 7 W O O LL I COLLA a 07 Co y �d > w � v rad OPEN TO BELOW I Q� Cl) 9' 8" 5-11" T WALL HEIGHT Xti WALL �...■ Fill k �D/S 10 I LOFT BATH 3 ro c� CATHEDRAL CLG, VAULTED TO 8' CL BEDROOM I I 3—9 3—11 I —611 13'—Ow X 17'—U" CATHEDRAL CLG, 2668 14'-6" X 12'-4 3050 SH N I7 �h n n I� R C) 3050 SH 84" AFF `1 0 84" AFF < N r- W S.. — _._. --� - - --- --- .� — ._._ — LJ _ - - - - _... ...._� � - - _ __ --- - _ - - _ �. — _.._ - - - - - - - - R Q 3050 SH - '-7y2" 2'-8�2" 5'-5y" 3'-5 z" °° 3050 SH _ Z ® 84" AFF �.i.. 0 84" AFF 12FLAT12 U _N co W `n VAULTED TO 8' CLG. r` 5'-2%" 5,µ6n c, _ ® 2668 rn cV N I I I I I N a i D } DO i VAULTED TO LG. R SES RI ES WALL HEIGHT 2030 SH 2030 SH ZD zi ® 66" AFF 3 STACK 0 66" AFF SHOE RACK TOP SHELF 0 36" A.F.F. ;rte 3'-1n 11'-p)/2" 5'-2%„ Y-11" 5'-6 4'-4" 3'-10" 51-1- 33—in '--1"33-1" �. Zo 42'—On qj vf7l SECOND FLOOR FRAMING SECOND FLOOR PLAN PLAN SCALE: 1/4"=1'—D" SCALE: 1/4"=l'—O" F� AREA TAB ULATIN W � LL V co 4 O MAIN FLOOR PLAN 1902 SQ.FT. ' � '-m 0 k - � oar SECOND FLOOR 742 SQ.FT. a u- a. a TOTAL A/C AREA 2642 WIT. • JOB NO. 05-BI-0062 FRONT PORCH 143 SQ. FT. Shearwater LANAI 186 SQ, FT, GARAGE 455 SQ.FT. SHEET TITLE SHEET TOTAL AREA 3428 SQ.FT. SECOND FIOORPLAN A2.2 L ,.11111111 I � i j 9 G C (,J � 6 Q I ..._—.-----,.__.....,T , •• k t CJ � R I W co CL N lye.. 1 iii [Y 71 .._.. Z7 LU ......______ I aD 0 I I ico _j .. ! I �= �1 !I I .. myiil �Ji�j I li I .... __ C1^11f1 I ! IIS I jI w r r' 8:12 I t� I F 8 , I 02 LL `° LLti n m m v II I � t ifI 11 i _c5 A8.2 � yCD '-1 1/8"BRG. o r ECOND LEVEL v a a p R ____��____�_____�__-__ ______-,___-w_________..-_ _��.....---..._ _______�I _-_r___- ___. _ _��_____________ _ � r�7 i I l t '" w i.' r N "-1 I a i ; ,r CL rp ; C0 Q cni r i _..._..._.._..__._..._.__ .. cq _._._..-.._...-...... . ..._--..- ._.._.__.__.._a I RIDGE MIDGE I! e i L ro ,; o i I '' f cryNoo p It, - g1AlA�l�r I f I ___________ ____ 7'-1 1/8"BRG. ______.�-_ _I t I._._._.._,-,.__. �.... SECOND LEVEL i i cn . -J H. I 8'12 j..i g 12 1 I i {' O ; ; SLOPE 7 +: rn ' jmw r li j i ; t0 LU I CAy �..........__. .......m __.__ ._..._..._.__... r. i i trLwu U_ , --1 IL LL i I; 1 m v - n co s n "' ° 0 m °. t, ' ■ JOB NO. 05-81-0062 ROOF PLAN Shearwater � A SCALE. 1/4 =V-0" SHEET TITLE SHEET ROOF PLAN A2.3 r EXTERIOR ELEVATION NOTES I m p -E s $ [NOTE_EXTELEV] �, 2 ; 1. GRADE CONDITIONS MAY VARY FOR -2 22 -9 1, g INDIVIDUAL SITE FROM THAT SHOWN. 8 BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. i 2. PROVIDE ROOF AND SOFFIT VENTS AS 9 g E 2030 REQUIRED BY CODE AND MANUFACTURERS L HARDI SHAKE LOUVERED SPECIFICAIIQNS. VENT 12 ASPHALT SHINGLES----,,,,, - _ _. �____ __ _.__. _•_.____ N j JIL t -.�..._. u-w.�..:_crxw z.w.r ...,..a..u..1«.. �y. w. �... � _,.�,..� �.. ...�lwxu•as.:_._ ..._ .r,r,e..u...,.y..�-...._r., ._. ,_.,��,.,�,.,.,..__..,rm,.,w..s.v..�....�-.. 1 ! __- _. _•_ ._ 1 ..- ..•.._.__ 7'-1 1/8" PLT j J- ------- '_.. �1. ' .' 1' ..._._ __ __.._�.____- i 1 �� 4 FREIZE _....__... _ _ - N _ w 1 ,: �.^_ - CD = _ �.- _.. __- __ ..._..__ ___.. _.. _ _ ___ ._ __ _._______ ___•_____._ _ ._.. __ _ p'-0" FIN. FLR. *LAP SIDING X10'-1 1/8" PLT. WINDOW TRIM (TYP.) SEEDETAIL SHEET �......_.__.._._..._ .-__- _._. M-_.___.... _ __.._.-.. .-.__ _._ ___. .__ _.__._ (ADA) _ _ .. . 8" SID FRAMED _._-...._..._._.. __. __..... �, COLUMNS (TYP.) ..1.•__..^_....__..... ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ ___...._ ��M1 8" BAND (TYP,) _._. [71 [--1 El ❑ El El F7 I I __- SEE SHEET AD.300 E El El E 1:11:1 ❑ El - - .---. - -__-.__- ._.____ _ ____. q O s _ 0-0F.F. ___ _-_... a a a E El E E E E E ❑ GRADE FRONT ELEVATION- SCALE: 1/4"=l'-O" ■ rrr�r _ 12cn 1/8" PLT _ m.... -, 12 _ _____.. ___�-____ - -___.•_�__-__- -- 8 ------------- ASPHALT SHINGLES ......... __.__...-_._____.. _ -_ ___._.. _.._.__ _._.. .__.._ .._..___ . . ._..._ _ __ _._____._..__-_ _._�..__-_._ �_�.._-___ _._ .. ...._._ . _ _ _._._.. ..__.__._...._.._ _ _.._...__ 0'-0" FIN. FLR. _... _ ____.....__._____ ___..-.._.-.____...... _ ___. _ __W -. 4i._ - 4 i p-1 1/8" PLT. I � 2" X 10" --- OUTRIGGER- ---------- 4" OUTRIGGER 4" FREIZE _....._-._._.. ._.__.- _ . __... . ........ . ..__._ • ____ . _ ..__ __.._ LAP SIDIING b 8 BAND (TYP.) SEESHEET AD-3 __- _W_ __.._ __._._.._.-__...__. _...__ ___.._. _ _. _ __ _ _..____.___._..___.-.____.___. _ __.__..-_._-____ ______ .__.____ ._.. _..._.-__ ___. ,._. _.___________._._-_. y 0'-0" F.F. iaa 4� d � C {.. rqEj0 GRADE `L 4 JOB NO. 05-B1-0062 • RIGHT ELEVATION- Shearwater SCALE: 1/4"=1'-0" SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS A2.4 2■4 ma Zalu- 1 'I i r EXTERIOR .2 Q ELEVATION NOTES [NOTE_EXTELEV] g 1. GRADE CONDITIONS MAY VARY FOR jF INDIVIDUAL SITE FROM THAT SHOWN. 22's a o g _ BUILDER SHALL VERIFY AND COORDINATE 9 � " PER ACTUAL SITE CONDITIONS. a 2. PROVIDE ROOF AND SOFFIT VENTS AS LLL , 3 t u REQUIRED BY CODE AND MANUFACTURERS 2030 SPECIFICATIONS. LOUVERED VENT 12 W ------------ wi ri Q ASPHALT SHINGLES ,$__7'-1 1/8" PLT -_. - ._ _ - _-__ ___-.. _ _.-.___-._, ran T _ µ 4 CORNER ._- -__.u_._-.�_._�._,__._., _ . _.__ _. _.-.____ ._,..__ _ _ w_ _.__._.____ _ -,--___-- ._ ____ ._ .- _ ._ -- _ __. w BOARD (TYP.) _ _... . __._:,__..._ _..._... ..._ _ LAPSIDING _. __.. __....,_.._.__ __._ .._ _. _.. ...W.- _..__... _ .. _----- ---------- ----- 0-0 FIN. FLR. _ r - - _ .:__.-:_ w T.. X10'-1 1/8" PLT. - 4" FREIZE b WINDOW TRIM (TYP.) ------ 0 a SEE DETAILS SHEET _._.._--.. m _....__._. __ ,... _W..._.......__.__..... m N 8" BAND (TYP.) _._ - 2' SEE SHEET AD.3 Q a — 0'-0" F.F. __._...._.___..___,..____.._..._ __."....______..... _-_.,...._____,._.___-.._.__.. �__. GRADE \,--10"COLUMNS REAR ELEVATION- SCALE: 1/4"=1'-0" fufu ____ -.. -_ 1 .. ....... '-1 1/8" PLT _ _ � _._.. _. __......__ _ ...___-.- �_.... _ __. . ._. ._ _ ___ __ . .__._._�._...__ ___.___ __._...._ .. - _ D-O FIN. FLR. __.__,.___________-:--- __.____.______".__.. " ._..._ ......�_ ... - -__-. ._..._ -.__...._,.-,.....-v.. _ - __...._.-_-•..�.."..� ,. _.__,...._.._..".._ ..._,.w.-.._._.,........_........�..,..__-.�..-. .._.,.�......_... .......-.�_,_..,,.,.,-""__ _,..--�,,,.-_•_--.,_ _._-,..._.. _...."........ ...".-....-....-x�..._.-.._..._". - - - .. .-...- "............_..............._.-...--""..__•__._....,_�-...,..- .."....mow.__„_"..--'..._".......-.......,...,_..�.........._._ -. -_-.._..._,..._.._,-._.....-..._ _.._ -„,».,..,-,_.._.._..,.._...,.,.,.-_.,., 4” FREIZE 8" SO FRAMED - COLUMNS (TYP.) "10COLUMNS a 8" BAND (TYP.) _ _ _._. _-_ _ _._ ______._. _. . ___ __ . _ _ _ . _ _._ �� SEE SHEET AD.3 x r 0i-0x F.F. __,_._.__...____._____ ,...__._-_._.� _._., _._.._ _.__.� _w _._.__ _._.__ w.__.,�_____..,______r,. _ -__ .._ . .___..___-_-_..___.___-__-__.__.._ ____.____.__ •5 _.__._______.._ _____.___ _w..._,.__ _.___..__ _ GRADE st cOE d v� 0 2 CL W d„ LEFT ELEVATION JOB NO, 05-61-0062 SCALE: 1/4"=1'-0" Shearwater SHEET TITLE SHEET HEAR AND LEFT ELEVATIONS A2.5 2.5 . wj lwdla lwl� r ah -Rgef$ ' — C L O no F I X 4 -- MICRO `��, 2 X 4 HOOD r ---REMOVE AS NECESSARY C-4 T7 FOR ELECTRICAL OUTLET 40.5 39 REF. -212 C0 SPACE RANGE cD DW �r CL 2X4 IL I----- -L -- . 40.5" KNEE WALL DETAIL 4'-0' 1. 2!-(r 2 f-o* -y' KITCHEN ELEVATIONS. SCALE: 1/2'4-0" rn -&-j 0 J L LL 7 coLL E CL c-4 7-- --------) 7777= JOB NO. 05-BI-0062 S-W l'-6* r r Shearwater BATH 3 BA H 2 MASTER BATH SHEET TITLE SHEET SCALE- 1/2"=V-0" SCALE: 1/2"=V-0" SCALE: 1/2o=1'-O* INTERIOR ELEVATIONS A2.6 L .......... ELECTRICAL KEY r s [NOT-ILECSYM a F$ SINGLE POLE OUTLET c �0 a� DUPLEX CONVENIENCE OUTLET .- - DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET g o I GFI GROUND-FAULT CIRCUIT-INTERRUPTER o N DUPLEX OUTLET If Y HALF-SWITCHED DUPLEX OUTLET J ® SPECIAL PURPOSE OUTLET/JUNCTION BOX tt DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX ► WALL SWITCH •-- . 3 THREE-WAY SWITCH o N .� .- ►4 FOUR--WAY SWITCH n R RHEOSTAT SWITCH w w �,� „".•-� DM DIMMER SWITCH Q} REINFORCED JUNCTION BOX WP T LIT FIXTODURE�D INCANDESCENT K� WALL MOUNTED INCANDESCENT CA DEC LIGHT FIXTURE � ` TV i �' � RECESSED INCANDESCENT LIGHT FIXTURE CA — — — — — _. ~-- - - - - - - - - - �----� /� �'�g 00 a 0 44 RECESSED ADJUSTABLE EYEBALL �- be � w — — — — — �/ w] PH �° INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE r� U I / TPC WITH PULL CHAIN ff �DC �-® EXIT LIGHT "' U) C) Lu CD EMERGENCY LIGHT >rr L I U FLUORESCENT LIGHT FIXTURE l I w FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TY � w I pe TRACK LIGHT Y I '--� Sq t � g — -�'a- Q EXHAUST FAN (VENT TO EXTERIOR) -2 EXHAUST FAN/LIGHT COMBINATION > " °J (VENT TO EXTERIOR) 2 LL I I i LOW — EXHAUST FAN WITH HEAT LAMP F j VOLT, ECESSE (VENT TO EXTERIOR) m TOP ® OWER ® CHIMES m N 1 1 I 1 72 PUSHBUTTON SWITCH ro 1 I ----------- �P6 � > .. _... - - - - - - - .._ � _ _ _�- - - - - - - � � -_ � � GF1 - - - - - - ® SMOKE DETECTOR 02 t t —CARPET TI HD HEAT DETECTOR ® CO2 DETECTOR Lu t '' I QT THERMOSTAT a ` I Q SPEAKER - - ,- - - \ \ - - - - - - I b PHONE (1-CATS) Lu ` \ O H DDC (1-CAT5, 1-RG6) PH ® MDC (2-CAT5, 2-RG6) r_ ��` �� I ELECTRIC METER VIF C7 0 o I ( ♦ \ \ _ � � I _L:�— ELECTRIC PANEL CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT � SINK wl DISP. i � � � � ) S� I 1- CEILING FAN / LIGHT PREWIRE 1 I f T II SO (PROVIDE ADEQUATE SUPPORT) 11 W/sFpr t II III ELECTRICAL NOTES: t II (NOTE-UCTRIC) � ' ` t D/SI � 1• PROVIDE AND INSTALL LOCALLY CERTIFIED E 22 Li RD DETECTORS AS REQUIRED BY NATIONAL FIRE — — — — — — — PROTECTION ASSOCIATION (NFPA) AND MEETING — — — ___ � THE REQUIREMENTS OF ALL GOVERNING CODES I , CH /C PROVIDE AND INSTALL GROUNQ EAULT r- -- n t 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING $p 11 2 THE REQUIREMENTS OF ALL GOVERNING CODES. 1 1 i - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED Lu oci F1 3 DIRECT HOOK-UPS/CUTOFFS. II — I — — / I HVAC CONTRACTOR TO VERIFY THERMOSTAT \ 4• LOCATIONS. w 1 \ ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. V Q 5• FURNACES, A/C UNITS, ELECTRICAL PANELS, �Y� U SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. \ CARPET ITIL ti/ T � E���}3l�{J_DEVICES: ABO FINI ED FLOOR: III SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES , , . . . . . . , . . .48" TO CL III \ WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL III \ BATH VANITY BRACKET OUTLET 1,2 III (1" ABOVE TOP OF MIRROR), . , . . ,88" TO CIL WATER SOFTENER AND SUMP OUTLETS 48" TO CL \ / TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL \ A WP \\ // WP ` TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL \\ / EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL ELECTRIC w ` GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL ANEL \ \ / FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL g GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) 84" TO CL yo �j DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM • PB OF FIXTURE -- — FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM ' OF FIXTURE U, 4 d a THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL L 'f DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL s n _°_f DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ A� DR HANDLE c, KITCHEN WALL HUNG MICROWAVE t '� M w 4 OUTLET . . . . . . . . . . . . . . . . . .76LLL " TO CLa . KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK o R+ f4. KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL ,S sA1 v a 1 KITCHEN REFRIGERATOR. . . . . . . • . . .48" TO CL o WASHER DRYER OUTLET. 48" TO CL a. LL �- wl! :5 rOB N0. 05-81-0062 CLW CENTER LINE Shearwater 1 FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR EUTRICAL E1 . 1 L 6) )alu' _ ___..._. __.. _... _...._ __ __._ ..... ELECTRICAL KEY [NOTE—rLECSYM # g f$ SINGLE POLE OUTLET 0 �= ; DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER a k::[yrP WEATHERPROOF DUPLEX OUTLET 2 2r- ; 4 _ I GFI GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET a y HALF-SWITCHED DUPLEX OUTLET S 9 B �L a SPECIAL PURPOSE OUTLET/JUNCTION BOX 4:r- DUPLEX OUTLET IN FLOOR 0 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH 3 THREE-WAY SWITCH a �-4 FOUR-WAY SWITCH w- ' R RHEOSTAT SWITCH w co DM DIMMER SWTCH Q REINFORCED JUNCTION BOX MIA CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT �.�. LIGHT FIXTURE - RECESSED INCANDESCENT LIGHT FIXTURE , me w RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE _ �. PC WITH INCANPULL CHAIDESCENT NLIGHT FIXTURE EXIT LIGHT EMERGENCY LIGHT M FLUORESCENT LIGHT FIXTURE h� FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT Q EXHAUST FAN (VENT TO EXTERIOR) n - EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) o 'o W. EXHAUST FAN WITH HEAT LAMP m " (VENT TO EXTERIOR) co ® CHIMES N �OPB PUSHBUTTON SNITCH Q SMOKE DETECTOR o g v a d © HEAT DETECTOR ® CO2 DETECTOR 0 THERMOSTAT Q SPEAKER b PHONE (1--CAT3) 11 DDC (1-CAT5, 1-RG6) DC MDC (2-CAT5, 2-RG6) rD ELECTRIC METER ELECTRIC PANEL CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) 0 u I Gn CEILING FAN / LIGHT PREWIRE Q--�- N (PROVIDE ADEQUATE SUPPORT) N � PH ELECTRICAL NOTES: f ( [NOTE-UCTRIC] r 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE f DETECTORS AS REQUIRED BY NATIONAL FIRE 1 PROTECTION ASSOCIATION (NFPA) AND MEETING r1"l THE REQUIREMENTS OF ALL GOVERNING CODES _ — -.- — — — — — — -•- — — — — `_— — — — _` — _._ — PROVIDE AND INSTALL GEOUNR FAULT 5..... D 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NAT12X 12 II `` THEONAL REQUIREMENTIS OFDE (NEC) AND MEETING flu ALL GOVERNING CODES. FLAT pC! \ CARPET ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED ` 3• DIRECT HOOK-UPS/CUTOFFS. SD HVAC CONTRACTOR TO VERIFY THERMOSTAT SD '+" I I 4 LOCATIONS. q43— t ALL ELECTRICAL AND MECHANICAL EQUPMENT (LE. 5 FURNACES, A/C UNITS, ELECTRICAL PANELS, cn SANITARY SUMP PITS, DRAIN TILE SUMP, AND i WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS, SD 0 ELECTRICAL DEVICES ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER. . . , . . . . . .48" TO CL WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . , . . . . .4T TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL BATH VANITY BRACKET OUTLET (1 ABOVE TOP OF MIRROR). . , . , .88 TO CL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL • FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL a�za 4 GARAGE DOOR COACH LIGHT, kl� k -t (ABOVE GARAGE FLOOR) .84" TO CL f'-'j s DINING AND BREAKFAST FIXTURE .64" TO BTM ;_ I OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTMr OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . 54" TO CL DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL DOORBELL BUTTON, . . . . . . . .LEVEL W/ F;. 19 DR HANDLE ' . 0 KITCHEN WALL HUNG MICROWAVE , , _ �- OUTLET . . . . . . . . . . . . . . . . . .76" TO CLrx arh LL KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK �� KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL .:�; o'E WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL a U. a JOB NO, 05-B1-0052 CL = CENTER LINE 1 = FIELD VERIFY Shearwater 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET LEVEL 2 ELECTRICAL E1 .2 L A 2 ( 3'-9" 2'-0" 2' 3" 14'-8" s 1 I Y�'J r ��- ; 2Ell, -- ; .� -,;--. --- -T --- r 1 i 1 I 1 I I m m ; I I SLOP �„ I I E :J W�--� r� I I I I I h - P Il I a IO I I I I I I 1 I i 10 M I' W I I to Ci � I I I� vim „� �7 0 m p n �, I I ( I D I i i I I ► I p I I _3z �,___ '� c� z i 1 I I N 1 I ( z I ;. © � I I r� Ln m rn 1 I I — I I n I I SLOPE 1" ( I �, w � U p LCLI I I I I I I .. I I ,- v7 LID LL �� r:� v v� Li 1 I+ i 23-2" I Ln a I 1 i Na ._ _ -- _.,, _ ..._. __ —�.. ._... ... — — ..... _. _._... _ _.... __.. _ , ,.. .� .. � I . i,-.,. .. ,.. I. f ,,. «.. ...-.,. ... .,.... �,... � t,...,. ..� I � � O 0 ,` i I i ` c � 1 ;p I I ` r > 1 Ii n r i aa-ice- �- i 1 '! m x �• I r, �-� ( SLOPE 2 �..�: �........b �J,:,�...: I � C:7 � m I r"J I I L' Qro © 31 - -1 " W � j Ll 0 JIX P P ci i..r•.,i 7 _ _ �... _ C) !�9 _ c , .. s.. � L. ._ _ ._ .._ O—L I I a n .. . . :.. ,,,," .. " ,,,.�,. i� x,, �. ,.� ,�.., ».�.M tea. I v� I I 77 7III I , ;' I p, l @ I I _ .._ _ _ _ ... � _w _ _ _ f I _ ��, _ i I 01 = i-'�.�;o j � !.l L .._. {.�. ...r ., . `moi -- ---. -- — � ._ ....._. .._ ._.,..... ,..... .._. _ � o >l I 1 j •.._.. �� --..rn. — —.n.... — — —w — _ .w.,. — wig r — — — — ___-,� — r r— — r —— — � �J -5 0 1 1 l 0 0 X Z li 21_5" 2'-5" 4'-1" 20'.-6y" 01 141`0 11 3'-6" TE „ • 22—0 29_5 THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY " 41'-3" SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED ty AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM aa �p�._ -.._. BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING Colo vi REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. �� U � CONCIRETE FOUNDATION "F'o"LAN FOUNDATION LEGEND114 � 5CALE' 1/4"-- l'—O" (SEE SHEET No. S-4 FOR STRUCTURAL DETAIL) Lo Q C� FOIJND6Tif7N NEU: 8"x8"x1 Ci" CMU STEM WALL w/ 1)�� ROD VERTICAL ON 4�8" O.C. � rr� 1. DIMENSIONS SHOWN WITH (= INDICATE PLUMBING OR ELECTRICAL ( HOOK20'(W) �•- I"' OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER, ED INTO x 10"(H) W TYPICAL. FOUNDATION DICONC. FOOTER w/(2)#5, BODS CONT. . ETAL M uj . — 20'°(W) x 12"(H) THICKEN CONCRETE SLAB w/ (2).,#5 V' RODS CONT. z c� INTERIOR THICKEN SLAB DETAIL T s U STEP D0,1N'N COOQ'REl:� h.,B w/ (2), 5`R.CJOC A'1:; ' J0E3 NUMBER NIERIOR STEP DOWN DJCF5HEIT NUMOE� , _ 10 " •,w. TABLE FOR SHEAR WALLS FRAMING Imo' . �.� , ) 10'-11/8"BRO, (GROUND FLOOR) 1()'-1 1/8 BRG. �'/ � ) �'.��'ql -�' Va .! ('d. � )I� ) I{ %'°�j L`,�L FIRST LEVEL FIRST LEVEL ___..__.. .. _. ._ , ..- _._ r............-W...._-.. ..1 rx.xrtecan .., ,r , ..._._.-......., y W ^ r._..._.-.-w-,,.,...r.:.: '.s.awWaww.ww.w yam....' x•A" :.. ...::.,. 'PTC • •T w ti __.._. ._ µ.. 4 TF-iE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING T-I' E FOLLOWING CRITERIA UNLESS OTi-1ERWISE� NUTED IN THE TABLE: .7�W A) WOOL) SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS, j , � i�` r �f•' ! B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" T f iIC K - - -` oq� `-' .,?.,,, �, " � , BOARD RESPECTIVELY. ,- /� m AD.z a .. jl -- _ C) SOLE PLATE--COMCRETE SLAB ANCHORS SHALL BE 1/2"0 'rHR w(1!DCA) STF,6L o� AS ��{gl.1PJ raN �.Ptn1 0 �'- 1131 P �' CrROU�� & 4LTS is R�r�l7iGz &Y "f" , � 8,C-:1-ow { z c° 1 G ^ N V% I I i1 t� 'I I� .� (`f DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOUR i.. i. d " , ii 7 � r : ori 'al SHEATHING DOUBLE SHIEA'THING NAIL SPACING ANCHOR SPACING - rl ' `3I6:12 i I i l.% 7/16 aS8 SINGLE Lt" / 12" 6L)" O,C, tiI I SLOPE oe SLOP �1 I - �__��� (BLOCKED) It iUJIcn C1%cnt �pf } 7/16 OSOO SINGLE m ;' / 12" " (BLOCKED) KED) _.._.-._.._. i- —w�.:_I-.: .M' ".:.=. �.:" �- -:� :Y: "� _.� 'w:C•:.�:�__..ry._.. ..I �� r�_) �I t '^ ` �"9 , •-•s II `"'® d -1 is A0.2 7/16" OSB SINGLE " / 12„ j_ �L O.G. p (BLOCKED) � �' � y � ,r-- n pry C�LLJ L7> `g n � , �/ � i � ( ,,/ r f PDL) EPDXY GROUTED BOLTS TO +f3�,6 I D �iCiSNS T-0 ACHIEVE F�EQUIRED 130LT SPACING, v _ FAIL J 1nIE,l Tv ���UU ' '1\ C LL Li r� ,y �M i r- — — RIDGE ,•� ! ITIoNAL NoTEs.; •�' i' 8:12 . , .. --18112 RIDGE II:�..� •`\ � � � .�'" I� INDICATE LOCATIONS WHERE HEADS FZ BEAM ,HALL E3E hA SF PE_- -.. _ __. _ Ia ca `� I , I _ I I --- SLOPq/ ! 1) FOR LOCATIONS CLOUDED AS r F30LIED PER DETAIL "B" OF SHEET No. 5--4. ° h. Imo..___ -.., `•J it 2) FOR LOCATIONS CLOUDED A5 INDICATE LUCATiaNS WHERE WOOD POST; >F'iALL i31F. STRAPPED C� +� p AT TOP AND BOTTOM AS SHOWN ON DETAIL A ON SHEET No. S--4. o nl1 ;g _..-_ __..._ ; ; �• Ii �� 9 3) FOR LOCATIONS CLOUD AS SHALL BE STRAPPED PER DETAIL 'N" ON SHEET No. S-4. I� h ry I ? _....._____,_._.._._.. 4) FOR LOCATIONS CLOUDED AS �{- SHALL BE STRAPPED PER DETAIL � ' ON SHEET No. S--4. , 0 �--i 10 C r� i �� i t• — AD.2 cn2i 10'-0" 6) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE; BOLTED PER o _ p Li / DETAIL E OF SHEET No. S-4. � .-., c "C7 .,M N I �I" �1 .h N f7 (71 . }�p M } / 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS `SHOWN ON � C7 SCHEDULE „A„ ON SHEET NUJ, S-2, STRAPPING WILL LIE ADEQUAIF TO FSE ;IST SHAF`F FORCES � ►--+ � ""'� ACTING SIMULTANEOUSLY JIITH UPLIFT FORCES, a _ # ah '' 6:12 6:12 p a I.� 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRIC,ATED Co �, h : b. LOPE LOPm� +" AND CERT-IFIED BY OTHERS. n h ': m!' �.�` StlEr�K Wf�1Lc� 1f �C E DCII-t x c no r 'fMS �� �;'�-�' s (.y�. �'(ZE E'� 'i c� �-I.o�m� 5>•►'�F�'T1.1N ; j��f"� �� � � a a �� J F I� 1"1 Ur "TMJ W FIRST LEVEL I SCHEDULE A �-_ � ._'zj ria ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE .. OF BEARING WALLS (PRE—ENGINEERED FRAMING) I UTILIZING ALL THREAD STEEL RODS ° TRUSS Na, OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS W "� DESIGNATION (Lbs) PLATE OR TO STUD . ALL TRUSS ENDS r + FLOOR FfRAt4w11NGr FLAN EXCEPT ONES 0 - 600 N2,5A, "SIMPSON" CLIPS 1/2"rN STEEL BUDS SPACED AS OUTLINED BELOW SHOWN ON SHEEP No. S-3 efROUNID FLOOR 5HEAfR WALLS LA %�C R 'T/{� ar 601 - 1200 (2) H2.5A, "SI�MPSUN" CLIPS 1/2"l� STEEL RODS SPACED AS t•v SHOWN ON SHEET No. S-3 USE (3) BOWS $CALE.- 1/4"=V-011 OF 12a COMMON . --- NAILS @ 12" O.C. USE (2) ROWS OF 1E COMMON -- 1201 4750 (3) LSTA36, "SIMP SON r „ I STAGGER NAILS „ STRAPS I"I���Q2 "aMF'SON , FIOLDDOWN LLI ON BOTH SIDES. NAILS C� 12 U.C. OF 3 2" x 10" THRU 2" x 12" TYPICAL OF (2) 2" x 6" THRU (2) 2" x 12" TYPICAL SOLID SAWN LUMBER ) SOLID SAWN LUMBER tad NAILS —SFIE,4TtIINO (2) 1/4" A36 STEEL 04" °C- BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS: FLITCH PLATES /// BOTTOM CHORD (4)-12d NAILS Off' TRUSSES (TYP) �TYP)2d NAILS TOP CHORD 1f ff ff 1f I I� (T�)2d NAILS 1h�,SS K DENOTES KING STUD AND J DENOTES JACK STUD. N ( ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED ,j (� USE ( ) rznWS 2x4 SCABS LAID WITH (1 )K+(2)Jjs AT END SUPPORTS OR (2)K's AT y y K" FMAX.® 24" O.C. S2)-12d NAILS ul OF 1(3 COMMON 1/2"0 A307 MACHINE ( ) CTS) BOLTS wi NUT AND 3a• (MAX 2x4 SCABS LAID . .. INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE NAILS � 12 O.G. FLAT AS SHOWN CEILING STAGGED NAILS 2"0 STEEL WASHERS TYP. BOTTOM CHORD -+ INTERIOR SHEAR WALL DIAPHRAGM • r " © 12" o.c, TOP PLATES SHOWN ON PIAN ABOVE AND DENOTED BY: s INTERIOR SHEAR WALL {) W ON 80113 SIDES. PLAN VIEW TOP PLATES • _.. � ELEVA110N VIEW - — - CASE II - INTERIOR SHEARWALL TO ROOF' CONNECTION � PRE ENGINEERED FRAMING (TRUSS FALLS ON ONE SIDE OF WALL TABLE TIO t.4 ^I . .-. ) WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE � (N.T,s.) F'LOFtICA BUILUING CODE _-_BUILDING FOR WOOD 'rRUCTURAL PANELS INTERIOR SHEAR WALL ® 4"AILSO.C. • SHEAT1iINO _...�� y � t--- TOP PLATES �,r " 2)-12d NAILS 1,2 ( ) / 1-3 4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4 PLY LVL (4)-12d NAILS x STyp) FA TYP ER FASTENER SPACING(]n.) a 2 1--3 4" PLY LVL (3) / T,�P) ` (2) 1/4- A36 STEEL x - 2x4 SCABS LAID Panel Span:5 2 ft 2 ft¢Panel Span 4 ft r Panel Span 6 ft<Panel Span FLETCH PLATE 24" (MAX FLAT ® 24" O.C. TOP CHORD t 4 ft t 6 ft raft ,� 1 F-- .�. (MAX.) GABLE TRUSS 2 1/2#6 Wood Screw3 16 16 12 9 �� i1Jkx - 4)-124 NAILS 2 1/2#9 Wood Screws 3 16 16 16 12 (� • .( EfLOCKiNC �T�) Double-licaded Nails4 12 6 4 3 �� U L T I F ice•+ E CONNECTION D (2)•-)2d NAILS �TYP�2d NAILS L a; -- - TYP SI: 1 inch-25.4 turn 1 foot=305 mm 1 -T� �i�-il� 2x4 SCABS LAID CEILING BOTTOM CHORD Notes: r NOT BOTTOM CHORD FLAT 0 24" O.C. DIAPHRAGM D� rRusses (MAX.) INTERIOR SHEAR WALL 1. This table is based on a maximum wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 m)or less, TOP PLATES 2, Fasteners shall be installed at opposing ends of the wood structural panel. PLAN VIEW ELEVATION VIEW 3. Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resis`iq%tRIC111611 1xsvi�g a minimum withdrawal capae- BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: CASE I - INTERIOR SHEARWALL TO ROOF" CONNEC11ON Ity of d9Q lb(2IBO 1tN), �� �, r) 4, Nails shall bo iOd common or 12d box double-hcadc:d nrwil5, � ` �`F i` ....., , �U D N U M��L{J� 91 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. PRE ENGINEERED FRAMING (WALL IS 6ETVYEEN TWO TRUSSES) ���i[J1,1� •- �4��J"r�'1 �.�'�� �'�'f�r� �Yb ����C' '.�,��I� �,�'"` � ,�"�.�5,, t�+�".�°�� . .a � rr,,-.. •;� _ .. 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS N U M L3[ I� L PLUS (1) KING FOR DROP BEAMS _ ...r..,....-.,,,.,.ea....,A,.,., ..nna.,-......r... °...n...wnr......r..w«-, ..�'y r; °y f �.Y i.. ^f 3 A I FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE; FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 15/32" PWD SHEATHING, DETAILS ON SHT AD.2 FOR ROOF PITCHES FOR ALL HOUSES i AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR SPACE FOR VENT `VARIES I / �/�• STRAP FOR TRUSS ANCHORAGE (SEE SCHEDULE "A" ON SHEET No. S•-2) GALV. METAL G.H. - DRIP EDGE— WRAPPED DGE WRAPPED �— „ �~ - ALUM. FASCIA I 5/8 GYP. BD. CLG, OVER 2x8 s c� PERFORATED VINYL/ ALUM. f __ 1/2" GYPSUM BOARD SOFFIT I a OPENT� BELOW STUCCO l -2x STUDS a 16" OC (MIN #2 y B© VV1N FRIEZE SPF) <,:, PROVIDE MID-WALL DLOCKING FLAT Li.1 WISE 0 JOINTS IN SHEATHING i EE O 7/8" MIN. LIGHT TEXT, STUCCO - P,T, 2x PLATE �•— V) � II VENEER OVER "` �•"' MTL LATHE AND a VAPOR BARRIER 3/4" PLYWOOD GLUED 14t SCREWED m `Y� •-- TO 16" PRE-ENGINEERED FLOOR >-Erl >- TRUSSES OR T.J.I. JOISTS Q 24" OC LLL ` 7WALL HEIGHT ,,,,..� ,�.".• ._. .. „ ...w ,,� �.... -„�" �� (SEE FLOOR TRU„ ENGINEERING) Lj U ci ,,..�-.• -- _.,'.a'.- mw."' f -- teIST FLOOR TO ,..� D/s 2ND FLOOR - RIM JOIST BY 1RUSS MANUF, ( (SEE FLOOR TRUSS ENGINEERING) STRAPPING R BATH 3 LOFT � STRUCTURAL � -� R M - VAULTED TO s` CLG BED 00 3+ �.• 1 - °`� CATHEDRAL CLG. i /2" CEILING BD 0f2 a/8" GYP. pp `� � TYP 13-0" X 17'-0" CATHEDRAL CLG, , 2668 14'-6" X 12'--4" 3050 SH 1/2„0 THREADED STEEL RODS ® 84” AFF SPACED PER SHEET # S-3. °.� ADDITIONAL EXP, BOLTS MAY � BE NEEDED PER SHEAR WALL r ..•. f W _ — — _ — _._ — — _.._ — ._._. _.. ..._. .. — ..._. �,... _... _.... _. _ � TABLE ON SHEET # S-2, � . 3050 SH - �- •, ® 84 AFF I. u, M 1V 12' X 12' � vi oo " I _ r < � FLAT �$ .,� 7/8 MIN. LIGHT PROVIDE MID-WALL BLOCKING FLATui �-- 0 VAULTED TO 8' CLG. �� TEXT. STUCCO WISE 0 JOINTS IN SHEATHING d+ 2668 VENEER OVER a (•:L ,• r- MTL LATHE AND _ 2x STUDS a 16" OC (MIN #2 ? �- VAPOR BARRIER SPF) I � 1 I r,I VAULTED TO LG. P.T. PLATE w/ ANCHOR BOLTS PER u� z 1`--�•--� 0 ? ; cr, C7 p D WN DO N I i STRUCTURAL RI ES H ¢ R SES �,. ,� 4" CONCRETE SLAB WITH �' • • '� i•rC"� ....w. �,•.,„,. r. •. ,5� .,,�. .ra�.,,,r .... w.• ,.. • I� R $ 6„x6"x1O/10 W.W.F. TYP. (3000 PSI. v+ q AW O # 4 CONT FIBER MESH 0 - H IG � ..._,...-�.... ,.,�„�.,,.,.��.. ,_w ,�• �•��_r � ,w.�; � 1 OPTIONAL.), �.; ;Rn, � 7 wALL E -- �_ 466.E Cw ». ..M w ® 66" AFF 3 STACK AFF SLOPE CRADE SHOE RACK AWAY ALL SIDES TOP SHELF _ ---i �1� r 3fi A.F.F. 6 MIL VAPOR E3nfTf�IER � #4 RODS VERT. ON 4E3” O.C. & AT CORNERS. d+' + VERT. RODS SHALL BE HOOKED 6" INTO � Q FOOTINGS (9 BOTTOM AND 12" INTO SLAB I----- rQ 20"(W)x 10"(H) CONCRETE © TOP, FOR HIORIZ, REINFORCEMENT, USE Mrz OF-TAIL "I7" 4 "k" ON $HEFT No. $-•4 FOOTING REINFORCED 9 go. f IORIZ. JOINT REINFORCEMENT � � W/(2)-#5 RODS CONT (MAX,) �► 1^DR 1~L.,G>Ot� TO 1=LOOF2 °.r`T1�Ai�INCx � � ' ON 16' O.C. MAX.) OF THE6E SHEARWALLS. gui 2 — ,STO""-� WALL = 1/2 THREADED STEEL RODS 6EGOND FL00*m` 6�4EAR LUALLS F,LAN- CONTINUOUS FROM TOP PLATES ��� _ ���„� �,��„ SCALE: 1�2���+r��, l� TO CONCRETE. SPACE ON 60 O.C. OR AS SHOWN ON PLAN. SEE i DETAIL "J" OF SHEET No. S-4 - -� I FOR TYPICAL BOLT RUN IMPORTANT NOTE; REFER 10 fippF PIAN AND EAVE SEE DETAIL "L" OF SHEET No. S�-4 DETAILS ON SHT AD.2 FOR ROOF FOR ,TOP CORNER BOLT INSTALLATION. FIBERGLASS SHINGLES OVER PITCHES FOR ALL !-HOUSES _.._. 30 FELT OVER 7/16" OSB 12 /32 PWD IRE rr _�w �r r W•TA x.I.r�..r:r r - , . �r , ._. �[•_ ►ar----�;=� _ SHEATHING. i 5 vn S 16" STRAP FOR TRUSS ANCHORAGE (SEE TABLE FOR SECOND FLOOR SHEAR WAS LS FRAMING (SECOND FLOOR) AIR BAFFLE BTW En a•I�: SCHEDULE "A" ON SHEET No, S-2) c� TRUSS 10 MAINTAIN �_ _ c� 1/2" MIN AIR SPACE iTHE WALLS c� r FOR VENT .„ � CRITERIA AUNESSSNOTEUE OTHEF�WISEESTABLISHED IN {H�: ASSUMING THE FOLLOWING 1 .�...._..._ __mm...�__ _...�.�T_—.._..___----_..m_ -_._.-__-_____•_.__..------......._....__._� ' A WOOD SHEATHING IO STUDS NAILING SHALL BE 8d COMMON NAIL`. GALV- METAL � 1/� CEILING [3D OR 5/8" GYP, Ile DRIP EDGE BD TYP `�• �!� N B GYPSUM BOARD TO STUDS NAILING HALL BE 5d AND Gd COOLER t� ►-•-� I� NAILS FOR 1 AND 5 8 THICK LiUAf�DS RESPECTIVELY, Ufa WRAPPED ALUM. I ,T i IFASCIA OVER 2x8 .� Fill I = 1 —1/4" TYPE S OR W. #6 SCREWS FOR EITHER F30ARD THICKNES t'„� q PERFORATED VINYL/ ALUM. -- =ur - �I DESIGNATION REQUIRED 4GLE OR SHEATHING TO STU[ S SOFFIT n_...._._ --. r: r I µ . r I ,aHIwATHING DOUBL SHEATHING NAIL SPACING STUCCO FRIEZE c a �._ ! IIa �' A „ / PROVIDE MID-WALLr �I x--• ' 1 2"0 THREADED STEEL RODS `^ 4 � ..�.. ' aagr�s � __... f .... - _ 116 U5E3 INGLE 6 ' 12„ SPACED PER SHEET ;# S -3, 0 DE BLOCKING FLAT WISE 0 JOINTS IN SHEATHING ° ��j - " f ADDITIONAL EXP. BOLTS MAY BE NEEDED PER SHEAR WALL �' "'•" (BLOCKE=D) 2x STUDS © 16" OC (MIN j F! TABLE ON SHEET # S--2. Pei n SP _ V .. INULE .r 1Z PT 1 7/16" OSB a" #2 F) =� ' ( T. PLATE w �� 7/8" MIN. LIGHT � / ANCHOR `}, � 4� � � (BLOCKED) TEXT. STUCCO BOLTS PER VENEER OVER �►�' �do,s adoia -m ! "j� I, ""' STRUCTURAL C� MTL LATHE AND 4" CONCRETE SLAB WITH ' x Fzl� VAPOR BARRIER II ' 6"x6"x10/10 W.W.F. IYP. ADDITIONAL NOTES: �.. 1 (3000 PSI. FIBER MESH ��•�..��.... ,•..�.�, , '1 ( ) # 4 CONT, �..j I OPTIONAL.). .._!, 1) ALL EXTERIOR WALL OPENINGS ON SE OND FLUOR SHALT_ BE STRAPPED SLOPE GRADE F M I ,��, __- __._._..` I AT TOP AND BOTTOM AS SHOWN ON ETAIL F ON SHEET No. S--4. AWAY ALL SIDES CU T 7777 ��...N Its ' .n: : ,, ;' 6 MIL VAPOR BARRIER < L CIS A. t �a�.�...:�._a�--=.-- .. .��.-�.�-�.�.�><..���.�.�>�+� --- �I��..��;�-=.�-- ,�.., � � ,�� 2) FLOUR TO FLUOR STRAPPING FOR UP TFT SHALL BE MODEL No. (,5�0 "SIMPSON", SPACED AT 32" O.C. AT OTTOM AND ALSO APPLIED AT TOP w= #4 RODS VERT. ON 48" O.C. & AT CORNERS. ED „ • .w r VERT. RODS SHALL BE HOOKED 6" INTO 0 L �..> SEE DETAIL "L" OF SHEET No. S-�4 PER DETAIL D ON SHEET No. S-4• HERE SECOND FLOOR WALLS ARE FOOTINGS (9 BOTTOM AND 12" INTO SLAB ) C� FOR TOP CORNER BOLT INSTALLATION. SUPPORTED BY FLOUR GIRDERS AND RE NOT A CONTINUATION OF FIRST 20'(W)x 10"(H) CONCRETE C� TOP. F' fi H�IORIZ. REINFORCEMENT, USE FLOOR WALLS, EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED 9 90,,,. J.ORIZ, JOINT REINFORCEMENT l /� j W/(2)-#5 RODS CONT,TT 4FREt'"""tDED TEFL OE/ S FLAN „K„ ON SPIFFY No. 5�4. UN:'fx.) ' JOD NUMD3 .FR AL" ,SCALE: 1/0" = V-011 T 1 - 5 TO R"*r UJI ON SCALE: 1/211 V-011 n r r:) • SI IL.ET NUMBER ! '+.� �»• ter'. - �. �• '3;;l t�iao� ..•••.. .,�/.,� 111111 II I Design Criteria 1. Live Loads .....20#1Sq.Ft., Floor.. q• Ft. 1/2"8 THREADED STEEL RODS z 2,Wind Loads SPACED PER SHEET # S-3- 1/2"0 THREADED STEEL RODS f Three Second Gust Wind Velocity Per 1FEC-200'1.........120 ADDITIONAL EXP. BOLTS MAY � SPACED PER SHEET /} S-3 ortancQ Factor=1.0,Wind Exposure"C",Category"ll" Building BE NEEDED PER SHEAR WALL. STUD WALL ADDITIONAL PEREXPBOLTS WALL Mph, ( �{ TABLE CNV SHEET # S-2. c� Mhilnp Factor) =1.0, (Enclosed Building). TABLE ON SKEET � S-2. #4 RODS CONT. � 13E NEEDED PER SHEAR WALL 4s� + nblLL�l W�I.L Vii: R+O�t�Df.9 �rOR, a�Gr�1C:'� �R�IEG�101l3 ,� 4° CONC. SLAB w/6x6x10/10 W.W.F. oft FFBejZMrsit EXPANSION JOINT _ 3. Components&Cladding Design Pressures ""* ! •� I STUD WALLRECESS SLAB 3/4"x 10" WIDE N Roof(Anywhere)=-65A Psf,+'14.9 Psf "PRLENGINI,E,RED ROOF TRUSSES E Walls : Zone"5"is within 4 ft.of corners,Zone 114" is Anywhere Else r j�_ AT GARAGE �oDFR GATOR NUT _ 6 MIL. V.B. OVER CLEAN, 6xWO 10 W.W.F.Zone Effective Wind Area{Sq.ft.) Pressure[ psfl _ WF1L COMPACTED TREATED FILL / sx6xla/10 W.W.F.W'4YF02 Fr� mesr+ -- --- 70.0 45.7 -50.2 .. o2 OU"les4 4 3"x 3% 1/8" #4 RODS VERT. ON 48" O.C. & AT CORNERS. ^ :.`''= ��a-- r ter---• - -STEEL WASHER VERT. RODS SHALL BE HOOKED 6" INTO4 20.4 44.2 -47.2 _ ��OOTINGS 0 BOTTOM AND 12' INTO SLAB -111-I -_�1 I °� ° {I4 50.0 42'$ '7@ TOP. FOR HORIZ. REINFORCEMENT, USE4 100.0 . .$ -4�L..3 HURRICANE TOP PLAYS ���!!--�`���I � � � ��I I I � � (2)-#5 CONT. HOOKED `� � �-(2) -#5 CONT. HOOKED SCH. A" ON SHEET # S-2 I1--1Lf LLl€LLL 9 go. HORIZ. JOINT REINFORCEMENT I �- .i :� & TIED AT CORNERS � & TIED AT CORNERS 5 10.0 45.7 -557.5 OF WALLS I _ 'I ON 16" O.C. (MAX.) � � MIN. 18" � �-12"--� VIrq. 18" it 5 20.0 44.2 -54,5 f - I I- 50.0 -�I • 42.8 -51.0 �k 48" (MAX.) OR '4. s-- { 5 50.t} Jt_ -I --2a""-- TURN DOWN SLAB DETAIL L� 5 100.0 39.$ -47.2 �` CONSULT' ENGINEER .,� - 1 _ -- - ---- -- "" plus and minus signs indicate acting toward and away from the building surfaces 1/2"0 THREADED STEEL GARAGE 20"(w)x 10"{H) coNCRETE FOOTING � TURN DOWN SLAB DETAIL � l ROD PER SHEET # S-3. REINFORCED W/(2)-#5 RODS CONT. 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL EXCEPT GARAGE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE= OF TYPICAL FOUNDATION DETAIL CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIEIR WORK IN CONFORMANCE - g" _ __ - _-_ J -- - - - - _ f - - _ ___ - _ - _ _ _J WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER I - - _ -- - - _ W { I�I d 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS Al THE JOB SITE PRIOR r f ¢ W U TO COMMENCING WORK. � 7/16" OS8 NAIL w/ CORNER DEVIL 8d COMMOM NAILS TO { /--6x6x10/10 W.W.F. O[� 013ERfv1E5H L?a3 {/J 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL (N.T.S.) -- PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSiCINS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # S-2. ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. -- � :, � TOf 0--- 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR m � � °. REPRODUCED V+1TH01lT EXPRESSED WRITTEN CONSENT OF THE ENGINL:£R. RIM JOIST OR BEAtA -:i" ) "SIMPSON", STRAP ------- J (2)-#5 RODS CONT. j f77 j 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6" 5F'F #2 +� 1$" O.C. TOP PLATES M r� CTS SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"m TiiREAI]ED STEEL THREADED STEEL RODS SYSTEM ,- 20" � {L EXCEPT WHERE. A DIrEERENT DETAIL IS SHOWN. ROD PER SHEET # 5-3. - � c� LF_f INSTALLATION INSTRUCTIONS U, s I_I_J 0: 4 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRIER DESIGNED STEEL. COUPLER " �� INTERIOR STEP DOWN DETAIL LL � sem: 1 e eco Product Ratings Effective: march 34 2002 ®IDITCI LINE RATING( s$) SIZE(in) M40/50—SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP-'-SH +50 -60 53x63 High Performance single)Rung +50 -55 53x763/4 +35 -•35 53x96 TW SIS +50, X70 . 53x78 Tilt sash single hung +35, 35 53x96 '1'3--SH +SA -50 53x96 Tilt thermal break single hung MP—SH +70 -70 53x78 Impact single hunt, RW HP +35 -35 127x61 High performance horizontal slider Rid XH; +55 -35 74x8 1 Extra high perfortnanee horizontal slider +45 -45 112x63 P,L2/3/4/5 SGD x-35 -35 4068 panels Standard sliding glass door +30 -34 3090 panels 2"Sill M2/3/4/5 TIP SGD 445 -4.5 4080 panels' High performance sliding glass door 2-1/21,Sill 1AVF 3/4/5 XHP SGD +35 -55 50130 panels Extra high,performance sliding glass door 2-1/211 Sill *S' wide panels not available in M3&,5 ---- ,� Revised: 04/04/02 � _ ._ CONCRETE OR IIASGNRY '"" ..,'" ._' •.`.-�---- -..-._ .-- .__.__.__,�....... .._. CAULK BEHIND _ VIINDOV iWO BY FRA11114G— R9 SCRCtr 1/1S[ALATIDN AtNCNpR WgOD BUCK AWCHOR _ ti 114DgW F111 W1DTH AV OT14CRS - 3/16•DIA.CpNCRETER�1 OPENING BY OTHERS CONCRETE DR MASONRY CAULIt DEHIND W11400V FIN SCREW ANCHOR I-1/B'MIe1 EHBE➢7�CNT - ¢PENDID DY QTH&RS THIN Fy REO'P AT EA.SCT of Iu5Ta�1.AlI01r aycHURS usAIR LunA aFnRluO Soins, Iwe' TVD HY FRANINS SPACE• By BY OTHERS CAULK HETI/EEN VgpD BACK 5H114 AS RCO'D• ///— ALLDWpgLC S1➢N SLACK tq AC 1/1'.USC 8K➢,S WHERE$1'ACC GR)BZA THEN 1115•11 PR[SLNi. A MASONRY OPENING BY OTHERS / TVO BT VODDYtA 8JC1(BY OTHERS BY tlTIICRS )-1/4' MIN, ..:y.2•tlm,t•tL'+' BEARING$8114 �,",j 8UG< BT pTnCRS 3! 914$rnV aSTALLF LGN AuCi DRi){UST dE IlP Su4'FIWLNT 1.L'rtW li 70 AG'.ICvf IIU1.CHal;p1�[1r7 EIIBEDIIENT + INSTALLATION A1ICHOR Or 1^1/0•➢+)O Tv0 pY Vto BACK.Cgn(kE)C SCREV aUCHORt AT SILL Nutt b OF 5VF1'ICILNT BIO SCREV(TYPJ IINSTALLATION ANCHGR CAULK DETIAEEN HF,SOINRT LENGTH TO Acwtvt ION.ERBEDf1ENT Cr 1-I/4•INTO HASCNRY DR J:M4CREYY. 10 SCREV(TVA) OPENING a vpOD DUCK 4) Naz ALLOVABLE SPACIUG DCT%1rEN 910$CACW AA/CIIpAs AND CenckuE SCREW AlIC1,Dks)0 nE 24• _ SH10 AS REO'D. 0Y DINERS O.C.I", V/LOAD 57 USE LATCX CAULK OR E401VALENT FUR PERiRCTER SEAL ARCOUD EXTCRICR AF DU4R 8Y OTIICIIS• I" BEARING Solm SLIDING GLASS 1!000 BUCK ANCHOR b) IF C%ACT DGOR SIZE IS NOT LISTED iN aIICHOR ,,wURe R,0 ANC7�74 puaMT liY L15TL0 vtiu NCXi DOOR FRAME �` 7) FOR PQCcET'SDCR SIZES USC CG¢SCSY AY PASS DWR StYC b Ctlt61GURATIRV 7U FINISH DPEI+b IG. 1/4'MAX. ° 3/16'DTA. CONCRETE LARCCR SIZE,FOR THE APPRDPft1ATC DESIGr/PRESSURE kkO D. SPACE w� - r )AHE SGREYY AllENpR DY DTIIERS PLACE CONCRETE SCREV ANCr14RR IN SROui PC NOOK STRIP AS SFUUN. 07 DLAss THICKNESS MAY VARY PER RCDWRrHzrrTY tlF ASM 013A GLASS CHARTS.S116LE GLF2116 1/4'MAX. _ 1S SH3Hr1 INSULATING GLASS IS ALSO OUALIF)ED SHIN SPACE 9! )AND,SILL COR14CPS AND ALL ANCHGRS THROUGH SILL ARE TO CE SCALED V17N A SIWLL JUsNT 1-•1/9'ION. � SEAR SCALER. E10EDMENT 101 ALL INSTALLATION A14CICS MUST IIE!IARC'pi CDRRUSICN RESISTAUY a Y 11 1 ER1AL S. E%TCR10R - ) Ill NOT ALL COvF16URaT1DNS LISTED aH¢VC AR[SHpNN GN THIS DAAVItNG,HquEVER 1NSIaLLATiCa1 2' ITYPJ 1'MIN. T5/q$7 EXLEB1Dt3 �. 127 KINCO S(Y HPRKD b SLIDING ELASB G gq'[%A PtLY 1110 Ik4PRINTAAI Q APNLIESu1gOrCCHfa J1Dr.S. E1 tpCDNC14Y WOOD BUCK MARX 4 4 MARK 5. FIN FRANC, LAI$$ BY OTHERS TEMPERED GLASS EXTERtI1R F1r11SH �" '7'i sY R CAULK EXT.FINISH (T7Pa ' INSTALLATION ANCHOR CHART SECTION dON '2 PC 11Y 01IR CAULK $Y L77t1ERS ➢r OTHERS PCRIHETER CAULK 1-t/4 MIN 010 SCREWS IN 3/16' DIA, CONCRETE 010 SCREWS p EA, Y ByROT ERs CAUL9 BY 41178$4 NEDHLNr' CALL [7VEKALL FRAME FIEAT) _SCREW 1N FRAME SILL JAMS Br hlUtltC STl@1P wJNO¢W HEIGHT SIZE SIZE UP Tp 46 PSF 61 PSF UP TO 46 USF T. PSF UP TO 46 PSF -61 PSF VlNllgt/ EXT.FINISH TD TD T¢ TO TO Tp WIDTH $Y OTHER$ SI' 60 PSF 70 PSF 45 Sr 60 PSF 7A PSI` .5 S SO PSF 70 PSF SLIDING GLASS 5068 XO,09.XX 60-M/16 x Be 3 DOOR FRAI4E Ni^^-•--S.G.A W[DTH 1/4'MA%. 6068 XO,OR,XX 7E-11/16 R 80 4 4 4 4 4 4 j 6 µ 6 HEAD SH114 SPACE BOA68 x 1�p%��..�u�XXX 9.6_21�16�x�0 6 5 6 6 5 S 3 6 6 SILL ST¢0L '-"O O d 06 Xli "-y 80 7 -••---- ry -.......Ft._.-. BY g71NERS @ c, EX1ER1f1R S .T_Lq�!2� 12060 DXO 145-5/8 x BO 7 9 IO 7 7 g 6 ° r 15060 tlXD IBI-5/8 n BO 9 8 9� DOOR I�Si �'4�X•t�"friik# 1 - re �- 29•D.C. HEIGHT 12060 OXXCL XXXX 144-11/16 x RO 7 9 10 7 6 HA%. <TYP,) / �� 16068 OXXO, XXXX 19 Il/14 x 00 10 13 IS 9 7 e 7 6 o V 24060 OXXO, XXXX 129 13 x BO 13 )7 1g 1) jq �� 3 6 6 i 71aPCRED 5080 Xq,p ,X# 6-fl/{6 R 9 3 3 3 "�3,- 3 6 V1N➢OW EDUAI.LY GLASS (TYP,) I-1/0•MIT4, 6p8D Xq,DX,XX 70-11/[6 x 96 4 4 4 4 4 4 6 6 HEIGHT SPACE EHBEOf1ENi INSTALLATION ANCHOR 0080 Xp,tlx• XX 96-IJ/Ib x 96 5 5 6 5 5 5 6 AItC110RS IIID SCREW Jp000 Xp X 12.4-11/16 u 96 6 7 6 d d (7YP,) 9 8D gXgX 10�-578 u 6 > 66 - -'••--•6_-••••—i.. I/4'IT D CAULK BETWEEN 12090 OXQ 145.5/9 X 96 8 14 I1 7 0 4 6 6 6 SPACE 6,0 VDOB FRA1fE t �0 ,Ox13 181.5!8 n 96 10 3HOOK STRIP IOF,e� X XX% -1/ K 7 8q0 111YTALLAT1pN 1$000 OXXO,XXXX 144-11/16 R 96 7 !0 Il 7 8 gANCHOR SCkEW --A_ 16080¢XXq,XXXX 198-11/16 K 96 11 14 17 9 12 14 6 6 6u T47q BY Vp¢➢ 20A00 OKxq XXX% 2qp-78/16 u 96 14 f9 Q2 L 16 10b•UAX, FRAME DY 01HCRS VL DY FkAHiNQ O (TYjj((P.> •�,T� DY¢iI IERS {1^ D¢¢R SLIWNFRAIIE S T f SILL SLIDING GLASS 'TION rON • AOOR IIODK 5TR[P �/ ,UMIN014 ALLOY 6¢63. I C n �-••••SHEATNIND Z 11UST BE OF SUFFICIENT LTH.TO ELEVATIQN N BY OTHERS L� 1F 1*INTO E'RAIAINO MEMBER, 1-1/4'IMIN l a-lr VIEWED FROM EXTERIOR 11/4 H,N. -X VA , 16`FROM CORNERS&24"D.C. _ BYTOTHERS pyq DOOR SHAWN � R1RR El-EVAT([�(y AT HEAL A JAM WITH DUD-SIL PERiIIEIER CAULK LTxxa, XXXX DOOR SHOWN ASO EDL APPLICATION Ut CTURE IL 7EIIPERED GLASS BY OTHERS PLY IYITH SFAtAt17 IAASIUFACTURER'& ••�.,� .-,_...__- �,..-.�.__ __ ._ .._- CAUU( 9EM(NO FIN AT WINDOW SILL. _ SCT SILL IN BED nI � - ALEtIT FOR PERIMETER SEAT,AROUI4D w ' {y(� I 5245 DlD IgOOS ROAD EIF MIMIC OR CAULK { I/ $ I�I 1�n LTD THERS• f i\PNC L� ly D o !ACs 01"ILLE,iLORIDA 81sy4 SLIDING GLASS --yo ,JAC�(SQNVILLI', �LOWIDA OT LISTED IN ANCHOR CHART• USE d �' y___ [NSIALLATION FlNCHOR ,.,r _ 0TH H�XT LARGER 51ZC. r *y', ''••.t "'', TJfLCr—• 3/16' DIA.CONCRETE DDDR FRANC ,.a•.. �J� ( µ -F v INSTALLATION DETAIL 1/(TDD f RAi91 OPENING SCREW ANCHOR(TYP.) JANE y.• J 'TLC' MAY „IPr� / Y PP SLIDRIG GLASS pq ft W/Tsrq BY trDUL BUCK OR FRN.ttf TS. VARY PER THE RS SIIQ11EutS ` ''� FIN SINGLE HUNG WINDOW 1440/5_0 & 1'140/5011P CONCRETI”OR— �/• � ]PEr11NG a# / XX / OY10 09XO C XAX9 41STALLATIOH I)f QUA 5K10LE CLAZINO IS SHOWN, ' r _ HASItIRY OPENING EMxIRCCR gUALIFIEO, y• - EH__I� `� -.-.W DAfi ...o GATCr M «— BY OT114RS ". ""�""""'•�� -"`"' V FIN JWA3 DO 1101 REOU1RE MANUCL MARTI<`lEZ $$ II/C>w/OI :.'i �..7-;C�: tfAl•1UEL MARTINEZ Ofir! B8 -nASc`1 /Q/O1• NAATl0t1 ANCHORS ARE ONLY REDID. y, /! � �1�: - DtSCIPLIrrC, ""'"'°""" - ^' eirw+e4 C l V 11 sLAic:`t T. &v6 n)t €Ga Z[Ii L 1 + a [E V I TiaiE: 1 [IS SHEET, d. S u Ata _ / CIVIL alit l;n l.T.a. _t<.1Txllo713 ❑X, X17, XX DOOR SHDWN I4.RCk REV.LCTIER 2 1 k141 "G��ss 47182 sSEn , n 1 .. .. ..... ...... ......... .. .. 2 BV WOOD SUCK U10 x 11/4` MINIMUM EMBEDMENT OR 17 3/16' PFH iAPCUNS WITH 4,563' 1112' MIN, EMBEDMENT GYP) 1 MISSl�u INSiNJ EB r Al LBEAiI s 91910 if A cAr r DR 04ERNANG MR IMI 1�KE fTO iH[EO(C 9 CAIO1Pr 0R OVER V0 (2) PSR HEA➢ JAMB ?D Slll 1S LESS 1NNId114S Of GRf S1 Vhf SS l�Vli IS INSTALLED IN 114' GAP MAX, h�N HAUlip�f AREAS VfERf?E VNfI A4D 1K 0 ARE KW U 10 ACCEPT WATER lf0'ILiRp11UN. - .750' V1ENf VAIER 11EIlIRAfiON V✓ERE VA? [�It1RAiIpN O QUIRINENI 6 Ull REOJI lENi lS NDl Ell 051tIVP o rov d +1 . s °1 K i A r 1,25' ° �ddr A! r I i r MA I ERIAIS LIS 1 OITEM 110. PESCRIP1109. PART UN COMMENTS ® to °°1° © V090-0111 JAMB EV-12 11/4,x 4 16'MIL. 10 BE V000 • ' '' � COMPRESSION WEAIHERSTRiP p (R ° /4'x 4 'ATL. IW FIXED THRESHOLD r , TOP CHANNEL EW"D5 81 11/16' INIERIOR79 5/16' aEXTERIOR 6 ST K N 26 0.(.011+,002 .25) r�1�CH11SI CH6F,` M. MAX , ° QPRUFTHANF FOANBASF FOAH- DENSITY 2,010 2.516s.d ° BOTTOM CHANNEL r ° . °'° O WOOD TOCK BLOCK EWOB ° ° ° O WOO STR1kE ST Lf EW-01 111/16'K 15116'X 19 5116'Mit,10 if WAD / WOOD HiNGE STILE EW-06 111116'X 15/16'X 19 5116'MR.10 BE VOOD LOCK FILLER PLATE EV-09 .050 THICK PLASTIC .°,,•1,°° ' 3 Val, EW-l5 .0411HiCK(STEEL) °,', °,,° O 4 W0O0-HIN JpMD I I/4'x 4 9116'1111, 10 BE WOOD ® 110 x 3/4'WOOD SCREWS (4)SCREWS PER HINGE 62'F 1 D x (2)SCREWS PER HINGE 00m 111k)+�,HW,S, i 'M!I i V (I+Ifi�li((R Ni n,Ir%ut rca� �� pPPROV� CO 1.25' soM+ �If,2e°° 110 x 314'F.H.W,S, (2)SCREWS PER HINGE 4 2 ,HWS, 2)Al EACH SIRIKE PLATE Pa�r�� ��� D LOCKSEi WlKSE1 DRANO 200 LOCK WO �D �➢ DADS CpyM HODIFiCATIONS arz�rou JD 2 BV WUaU BUCK rtYy�ll��lsIrrlI(�Ipkr(S��S��i�ipp(IDIpp�1(Rp� : t6ry(C, ' f aDpaUtf COP MODIFICATIONS W JD alum!�•4Ef71C1(�Sliil'r . _ A 'AIiOED Pf,SL 4?wg! 3I k[s) I G Su ns 11 ` LTR• -'�VISI�S . .�1 Bl _.. _– — r- p�R NDCI Ni V 1110 x 11/4' MINIMUM EMBEDMENT OR Kit Rs. I 9AIt I-pn-0 I Tull,I--0I IL I l l2'M1N, EMBEDMENT(TYP) RIM � %1N, 3 –IM–EV 911E�((fB�V 101 (2) PER HERD JAMB p111�6"�,N gle /", XIX 2 DF 6 DOOR CONFIGURATIONS V1111(1IRc .•MAX .•MAX 7 MAx 3,,yx r MAX ,.MAX tivTeRloR 1.• -MAR 1601 MAX . MAX wix I rlianx� 1 11 31 i!v j A•MA% LS- ts•MAX X MAX 37 1/2•MAX el.3e4' MAX MAx 35 3!.• 15.MAX 1 Ti �.. MAX fl0 Alli• 1T MA% SH(>r'MAX ar MAX .. 1X � l6•MAX I OLD ` 1 •-- .�-•' t ,;;L _ 37 i/Z•MAX ',r: :J tia •'1• •„.,• ••• !•• •v '�7•� a•MA lS•MA% MAX{•MAK 1 9116' •j \ CLC• 3•NA% l a•MAY ]•MAXtA• MA1L�T IyX�I 11 MAX �x /-1 - ! 3•NA% 6•MA% IMAx ,.MA% is MA% .MAY O.0SEE ELAZI4 DETAIa'MAx .•MAX— EXTERIOR tsa�a% 17 I � 2 134 MAX 0 all II/tv Ii- O 31 V4 . 15'MAX MAX SC( TION H- A 15,MAX C—' "kNSW N G OTHER CONFIGURAT IONS r�A I--It- ' GLAZING DETAIL 3 MAx 1116• a•MAX 66 3!a• 64 3/4• ax a• wx EXTER[O GRADE L TEDD MAXMAX 37 naxz . .�MAX C%TERiOR GRADE LATEX TUCK 11 EXTERIaR ° L OX. E LINIMItLESS NOIED,FRAC DEC A e'��'• is EXTRUSM UNLESS NOTED,S11 OIL a'iLWANEER � 1"• c.x aX.n raautur�Ms : L(R REVISIT M 8T lNTERTOR Avr-U';MAS w-Inruratt;M THE a ►earn PAX s I=ani IONS) 6 Al•:.i' (rLp`rtiCY.TTMTH@ PARi aE,KLAkrt'TfY+["""' y4 e6 SMWS mu rAAKS° qR RY t, > �.::•:p:w:�'�. WN (SY REMR ENTRY SYSTEM 1 1/2• a° u �'' _ �Im� A .Qp arMCA aXmC111,ryA.T GY paonu� 31-1020s�,� n`°-I GLASS BITE 29 `” etCIVIMON %I E.IFFfRSi1N � ^ PROD rroc wv orr �� N R $Y$ M 31-102D-EW-I aILOr+ecOo�cOr�Pwr+ o�F1Ce PRIS i6,xi 66762 SHEET °SHC7F 4 etiy AccEPrANCFNO ec-oa 1y./y ;w 1/9'TENI'ERES GLASS 9uACiNGC4DECo4auArtCEOFACH n t SI{ffT 2 7 6 tlLS771.1R i ACCEPTANCE No U �� � - o � e • � E O O E m Kalosis Residence Jacksonville Beach, co coL 4 V� 4 N (Ij lf] S7 4 4 0 W LU U) BFSTCON HomL; s i•�' ZV) ,� ■ CW rr ' (A =. � c 22 ji i LAP SOING i i LM -F -_ --m _ _ - - ........... -------- 00 A d F'lannini'y o Atlantic Beach 9 anZoning cepartment This aPProvat ver,"es zoning, sub COmPliance devefc, dirisFon With applicable prrkent r�¢ut8ti0nsand other local land approval for tti.jsj&tjon tut does 4 with Florida 6uAdir� not constitute Lz' Permits, local, Stats A COds and aft otheC a Nance � must be ven5ed b ederat pemfttfn PPiicabie Beach Buildin r signature tha C quiremcnts � Building F� Ar+6r! ` suancalantic " Of 8 a APProved ar. Grist []ate; �" Or � M1 r rr r r "1` rn rvi IY F ;:,FACiH p C pj CJS _. •..� Y J..1` O `r JUN r,� ..1 �,. JOB NO. 05-B1-0085 Dogwood (Mod.) SHEET TITLE SHEET Fe p Ft o v E o H COVER SHEET / \o.o L a ..� JUL 0 G r" _ � n Q N � iM Periods only used on one word abbreviations, if the abbreviation `s o�_� L is a different word by itself; e,g, ARCH., BIT,, and LAM. G Periods ore usually used when abbreviating multiple words, unless they INDEX 4 ABBREVIATIONS GENERAL NOTES � � � are very common without periods; e.g. AFF, HVAC, R/A, and WWM. j g � A.B. ANCHORBOLT FAS FASTEN(ER) PAR PARALLEL 1. All work performed shall comply with all applicable Local and State Building codes, 5, SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P P.BD. PARTICLEBOARD Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDMONING F.B,Q, FURNISHED BY OTHERS PC.GONG. PRECAST CONCRETE ARCHITECTURAL ACO ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER 2. Minimum Design Loads: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING B. Install#15(min.)felt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) AO.O COVER SHEET FLOOR: 40 P.S.F.Live Load ADN ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 4 o R 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment, ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER R N 4 No staples allowed. AGG AGGREGATE FLR FLOORING) PNL PANEL A1.1 INDEX, ABBREVIAT10NS, SYMBOLS AND Q Q ROOF: 40 P.S.F.Live Load A.M.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) GENERAL NOTES 10 P.S.F.Dead Load D. Plash all roof to Wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) oo ALUM ALUMINUM FND FOUNDATION PREFAB PHEFABRIGATED p W A.P. ACCESS PANEL F.O, FACE OF PSF POUNDS PER SQUARE FOOT W co Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5"(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4" APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH ""�" � W Engineering for all structural details,specifications,and notes. •20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPH8 FIRE PROOF HOSE BIBS PTN PARTITION LAYOUTS �®� t ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) Ln A.T. ASPHALT TILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) 3. CONCRETE 6. INSULATION AVG AVERAGE FTG FOOTING PPWI PWD PAVEMENT A2.0 FOUNDATION PLAN AWNG AWNING FUR FURRED(ING) PLYWOOD A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation A2.1 MAIN FLOOR PLAN each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterioror to unheated Q 836 36'W IDE BASE CAB. GA GAUGE Q,T, QUARRY TILE where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum o Y BD BOARD G.B. GYPSUM(WALL.)BOARD Q Vs q p P property BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON SIAIRS) A2.2 SECOND FLOOR PLAN w structure or gas mitigation due to these occurrences. R-11 baits at fireplace chase walls and under fireplace unit. BIT. BITUMINOUS GD GRADE OR GRADING R r � � a BLKG BLOCKING G.D.O. GARAGE DOOR OPENER RIA RETURN AIR 3 BLDG BUILDING GFI GROUND FAULT INTERRUPTER RAD RUBBERIBASE A2.3 ROOF PLAN M BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE A2.4 FRONT& RIGHT ELEVATIONS B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCKING GL.BK• GLASS BLOCK R.D. ROOF DRAIN ++ and structural designs due to inadequqte soils or landfill occurences shall be the BM BEAM G.I. GALVANIZED IRON REFRREFRIGERATOR 00 ELEVATIONS = r ty responsibility of the"Builder-Developer"or it's subcontractors involved with the design and 7• DRYWALL B.M. BENCH MARK GT GROUT REQ REQUIRED A2.5 REAR & LEFT ELS J O installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT A2.6 INTERIOR ELEVATIONS �.. BRG BEARING 42'H 42'HIGH(WALL) REV REV1510N(5),REVISED implementations. A. All walls to have Y"gypsum and all ceiling t�sum ceiling board unless BRK BRICK HB HOSE BIBS REINF REINFORCED(ING) noted otherwise. B.S. BOTH SIDES H,C, HOLLOW CORE RFG ROOFING BSMT BASEMENT HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX ELECTRICAL ��'(`,J�" /�y B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BrM OP BOT BOTTOM H.D. HEAT DETECTOR OORHEAVYDUTY RLG RAILING C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W1 MICROWAVE per local codes or specific soil conditions,whichever is more restrictive, BVL BEVELED HOW HARDWARE RM ROOM B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOW METAL R.O.W. RIGHT OF:WAY E1"1 MAIN FLOOR ELECTRICAL PLAN 8, INTERIOR TRIM AND FINISHES to be selected by contractor. C GAB CABINET HORZ HORIZONTAL R&S ROD AND SHELF(5) D. Sail test must be approved by Geo technical Engineer prior to footing pour. G.B. CATCH BASIN HR HOUR CEM CEMENT H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) E1.2 SECOND FLOOR ELECTRICAL PLAN 9, DOORS&WINDOWS CER CERAMIC HS HORIZONTALSLIDER S SCH SCHEDULE OF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR E. All concrete footings are designed to bear on minimum sail pressure of 3000 p.s,f.and CRAM CHAMFER HVAC HEAT INGNENTIIATINGlA)R GOND. SEC SECTION shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOOR$) S.F. SQUARE FEET reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.GONC, CA5T•IN•PLACE CONC. SF.GL. SAFETY GLASS or local codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall rneet CIR CIRCLE LB. IRONING BOARD S.G.D. SLIDING GLASS DOOR performance standards ANSI/AAMA 1 D1-88 for metal Windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE I,D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) and the CRF shall not be less than 55. C•J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET CK CALK(ING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING F. All concrete shall attain a 28 day compressive strength of 3,000 p•s•i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR CLO CEILING INT INTERIOR SKL SKYLIGHT C. Provide insulatingdouble glazing at all exterior lass areas and tempered lass in all slid) CLR CLEAR(ANCE) SL SIDELIGHT OR SLEEVE a) 9 9 g Pe g n9 CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) G, Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes. CM CENTIMETER(S) J JT JOINT SNC SEALANT SPC SPACER encasement of utility lines is required,increase slab thickness at the utility line, Install CMU CONCRETE MASONRY UNIT utilities lines well below slab. C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPEC (AUDIO) SPEAKER(S)E SPK (AUDIO)SPEAKER($) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN S.ST. 5TAINLESSSTEEIL openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE (D including patio, porch and sidewalks. GOND (AC)CONDENSER K/S KNEE SPACE STI. STEEL CONST CONSTRUCTION 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. LAMINAIE(D) STR STRUCTURAL CONTR CONTRACTOR L LAV LAVATORY(SINK) SO SQUARE DIMENSION N I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. cQRR CORRUGATED SU5 SUSPENDED A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL P 9 q p Y 9 CPR COPPER LIV LIV':JG bathroom and garage wall receptacles shall be providled with ground fault circuit protection. C OR GPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE Service panels to be(min-)20 circuit,100 amp,110 vont. CRS COURSE(S) L.P. LAMINATED PLASTIC T.B. TOWER BAR 4. FRAMING CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE L.T. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO TIL CERAMIC C.T. CC E A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the LTL LINTELT.C.J• I ROWELED CONTROL JOINT FAKE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dlryer vent(taped CTR CENTER OR COUNTER LVL LAM VENNER LUMBERBEAMS) TEMP. TEMPERED(GLASS)no screws)to CX CONNEx71QN exterior. LVR LOUVER T&G TONGUE&GROOVE CY CUBIC YARD TEL TELEPHONE 2800 psi in Bending,Fb 285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separaSon as local code below adjacent M METER(5) THK THICK(NESS) P P per 12"D i2"DEEP M MAX MAXIMUM TMA THRESHOLD 2,000,000 psi in Modulus of Elasticity,E finish grade. D D DRYER,OR DRAIN MAS MASOI+d'( T.O.C. TOP OF CONCRETE DBL DOUBLE MATL MATE7IAL T.O.F. TOP OF FOUNDATION M B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICIN=CABINET T.O.M. TOP OF MASONRY stress+875 p.s.i.,(1 000 psi repetitive)or better, D. Provide main sewer clean-out within 5'-0"inside or ouitside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O,W. TOP OF WINDOW otherwise. DEP DEPRESSED MFR, MANUFACTURER TR OR TRN TRANSOM(WINDOW) VARIES C DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E, In all buildings a continuous conduit shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL DIAM DIAMETER MISC MISCELLANEOUS 1. All trusses shall be securely braced both during erection and after permanent installation in c)nduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIM DIMENSION MLD MOULDING a building in accordance with commentary and recommendations as published by the Truss and installed by the electrical contractor.The cable shall be copper and a minimum#18. OAD UG UNDERCUT(DOOR) gpoR) Plate Instituto. 'rhe water department shall make the connections. D.L. DEAD (STAIRS) MM MILLIMETER . NF UNFINISHED N ON DOWN(STAIRS) MMB MEMBRANE U.N,O. UNLESS NOTED OTHERWISE DIMENSIpINS ARE TAKEN FROM FACE TO FACk.OF MASONRY D.P. DAMP-PROOFING M.O. MASONRYOPENING DR DOOR MOD MODULAR VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD, 2• Y,'high density T&QI Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MAGHNE MRB MARBLE V V.B. VAPOR 13ARRIER 24/32 Exposure 1,With sealed edges. Install per manufacturers'spacing and edge DS DOWNSPOUT MTL METAL VB36 38"WIDE VANITY BASE '1 CIO recommendations. F. Water service shall be 1"minimum from each exterior shut off valve, D/S DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL it i I i I' 1 I) I I D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL. DTL DETAIL V.S. VEGI ABLE SINK OW D15HWASHER N/A NOT APPLICABLE V.T. VINYLTILE W 3 y"underlayment(minimum)under vinyl or tile on woad frame floor systems. G. All shower head heights to be 80"AFF at fiberglass sihowers and 84"AFF at ceramic DWG DRAWING N.LC, NOT IN CONTRACT showers. NL NAILABLE cc DWR DRAWER 'A` W3630 36'W X30"H WALL CAB NOM NOMINAL vY W WIDE OR WASHING MACHINE 4• Min'%"high density O.S.B.wood roof sheathing with'H'dips.APA panel span rating shall EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET be 24/0,exposure 1,with sealed edges,Install per manufacturers'spacing and edge EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATUM WD WOOD recommendations. IMPORTANT NOTE. E.F. EACH FACE O OA OVERALL WF WIDEFLANGE(STEELBEAM) F.J. EXPANSION JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W,H, WALLHUNG D. Roof truss systems shall be fabricated with wood chords and woad webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES, ELEC ELECTRIC(ALj O.GAB. OVERHEEDIAMETAD ET WI WROUGHT IRON designs prepared under the supervision of a registered professional engineer. E.P. ELECTRICAL PANEL GM. OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL ET EQUAL O.G.D. oVERHEADGARAGEpOOR WIN WINDOW EST ESTIMATE OH OVERHEAD W!W/O WITH OR WITHOUT E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOF(ING) PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder forCLARIFY CONFLICTING INFORMATION. EXT E 056 ORIENTED STRAND BOARD W.S. WATER SOFTENER ATTIC VENT approval of roof trusses acid beams EXT EXTERIOR WSGT WAINSCOT W.T.W. WALL TO WALL WWM WELDED WIRE MESH 0 F. Min✓fi exterior grade plywood or OSB wood sheathing behind all masonry veneer,d" panels and cedar siding.See elevations for locatiotls. G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud SYMBOLSFORMULA. sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as �. it 144 SQ. IN. = 1 SQ. FT. indicated an the plans. ` ;.-:" I�Wt,-; EARTH �rr�l�> r; ;' PLYWOOD BLDG. CEIL.INC (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG, (SQ. IN,)/30) = SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL nLL ii '; ; INSULATING SHEATHING 5Q. IN. OF VENT REQUIRED 12 = 50°/ti AT RIDGE &50% AT EAVES WOOD STUD PARTITION 1y' i, r'. BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 . , RIGID INSULATION UNLESS OTHERWISE N011D %/i,�•' BRICK � WATER CLOSET 01AREAANGLE TABULATION T f z7 �� CONCRETE BLOCK rCD CENTERLINE MAIN FLOOR PLAN 1467 SQ.FT. CONCRETE 41 TUB/SHOWER SECOND FLOOR 557 S .FT. � r HB HOSE BIBB (FREEZE PROOF) U. GON D SQ.FT. STONE TOTAL A/C AREA 2Q24 SQ.FT. !; " 1` 1, t @ ry �° GAS LINE STUB co LAVATORY FRONT PORCH 193 SQ.FT. ' �` STEEL 0 d PENNY �� o � •,-- - DIMENSIONAL LUMBER DOUBLE SINK LANAI 216 SQ.FT. a i PERPENDICULAR ❑❑ GARAGE 445 SQ.FT. �..L_ JOB NO, 05-61-0085 PLATE BLOCKING SINGLE SINK TOTAL AREA 2878 SQ.FT. Dogwood ROUND OR DIAMETER FINISH GRADE WOOD D (Mod.) SHEET TITLE SHEET GENERAL NOTES A1 . 1 L S7S�o �i!�'CYf•���/V MAIN FLOOR NOTES [NOTE-FLOOR n 22E ;� :u' F 9s 1, WINDOW GRILLS ARE STANDARD IN FRONT 15 ' T s ` AND SIDE ELEVATIONS AND REAR ELEVATIONTO BE CLEAR GLASS. 2. ALL UNDIMENSIONED PAR11TIONS s 2 - ARE 3 1/2" ROUGH. 52 -- s s3'-1°y2 3. ALL ANGLED PARTITIONS ARE 45 0 E 4 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12's w 1/2' L a E s'-to• 4'-s" 12'-0' 7'-0• ta'-s' 1e' °y2 PLYWOOD FLITCH PLATE AT ALL EXTERIOR it 2'-2' 4'-8" WALL OPENINGS AND INTERIOR BEARING 11 3y2. 3_9. WALL OPENINGS UNLESS OTHERWISE NOTED. 2'_3• p'_3" 6'-8" 7'-10" 4'-0' 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION o 4 to N VIA BEAMS, POSTS AND/OR SOLID 9 N LO 10'-1 I8 PLT. BLOCKING. Q 0 ADD STEPS TO 6'-10 -1' 6'-1' 8'-0• 5" 8x8 FRAMED COL. OFFSET o 6. ALL EXTERIOR DIMENSIONS ARE TO FACE 0 W ,�` OF STUDS UNLESS OTHERWISE NOTED. W cn GRADE AS REQ. 1" FROM PORCH EDGE 7. ALL TRUSSES TO BEAR ON EXTERIOR � BY CODE HB — — — — — — — — — WALLS AND/OR GIRDER TRUSSES UNLESS Q x — — — — OTHERWISE NOTED ON FOUNDATION PLAN. L Q DINING ROOM 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL N o 10' CLG. a TRUSSES, 7 00 ® 11'-5" x 9'-0" A' I 9. WINDOW SUPPLIER TO VERIFY AT LEAST a 4 I FOYER o Q ONE WINDOW IN ALL BEDROOMS TO HAVE — I — « A CLEAR EGRESS OPENING OF 5.7 SQ. FT. FIE.- -0 CO ERED PORCH6'-8" x -8" °�°< I _.. WITH MIN. DIMENSION OF 24" IN HEIGHT ANDto A " 420" IN WIDTH; SILL HEIGHT NOT GREATER1.N ® o -010xC17-10 I I THAN 44" ABOVE FLOOR.2860 SH I 0 84 AFF I 10. (ABOVEN8F 1-)TO UNDERSIIDEROFAROOF — — CLG. BRK. — HC HG ADD STEPS TO— — �" �" SHEATHING - PROVIDE FIRESTOPPING O r _ EVERY 8'-0" VERTICALLY IN WALLS > 8'--1". 34.5" h"WALL w -� �21«BEC J r 1 21•BEG L i GRADE A5 REO. 11. ALL HANDRAIL BALLUSTERS TO BE 15 BARTO „ BY CODE SPACED SUCH THAT A 4" SPHERE CANNOT ORE NED LANA i � MICRO HOOD 1 -- 2430 SH I 12, ALL ELECTRICAL ANDPASS BETWEEN MECHANICAL1- 10 CLG. I I - 0 80" AFF » » I I LQ --0 I " EQUIPMENT & METERS ARE SUBJECT TO - x 23-� GREAT ROOM 4g Icc RELOCATION DUE TO FIELD CONDITIONS; Y �' CONTRACTOR TO VERIFY, VAULTED CLG. I I KITCHEN 2430 SH 8x8 FRAMED COL. OFFSET � " � I I � ° 13. FOR ADDITIONAL NOTES SEE GENERAL 1" FROM PORCH EDGE I18'-11* x 15�-2 10' CLG. �_= 0 80" AFF NOTES ON TITLE SHEET & DETAILS. 12' x 6'8" I I — '`" QUAD SLIDER II D/W I I N 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE }N ml II f I �,° 96" ABOVE FINISH FLOOR (U.N.O.). II I 3050 SH 3050 SH vl _ I " 15. WINDOW MANUFACTURER TO TEMPER ALL ® 84 AFF 10'--1 1/8 PLT. ® 84 AFF WINDOWS 2' WITHIN DOORS, OVER TUB & 124"D/S I REF i 21" I L/S I D 2 X 8 SHOWERS 7 WINDOWS WITHING 18" OF THE R I i 1 V _ -------1 ------- CL D FINISHED FLOOR. 36" G�S FP 9� N I OHC �_____r OHCI i W/SP i u DSP i LAUNDRY TUB o B'-4/4 2'-1�" 3'-11!2" � II n LINEN _ 7---- A ST PS TO C; -- -- 3'-9 " I� UTILITY G G SLAB \ 10' CLG. � \\ GS CLG. BRK.X. 7 868 1LGT I t N \ Q- I PONY WALL 1" - --- I 10' CLG. 22 1/2"64" \ I I —IBJ fSE OF I t 5'-1a co as AT11C ACCESS \ .' 2668 TREAD ABOVE NOOPE t it t c° 4'-6 HANDRAIL I - -- — — — \ C) — IIco I _ 24* co D/S N I1 1I \ 2860 SH I ---------------------- -(DBL) R/So I I I GARAG \ 0 84" AFF I BA 10' CLG [J 11 1 I 18'-10" x 21' -2* x " I C 10 CLG. °' 10' CLG. ¢ -L 2860 SH 0 84" AFF MASTER SUITE o "� BEDROOM 2 / 10' ICLG. ----------- ------ 0; 10' CLG i____�i Z / 14'--8" 15'_5" (DBL) R/5 11'-3" x 13'-0" K 2860 SH I " �t� 0 84 AFF I n I �/45 I(�) Nco / L I n ao 6'-312 2'312+ 3'-8' I CO F W.H. i Lc co 6'-5" I [Y I Is 10'-1 1/8 PLT. —RECESS HQWER ' i I 10'-1 1/8 PLT. 10'-1 1/8 PLT. 3060 SH 306 SH i i 10 CLG. i 0 804 SH10'-1 / ® 804' AFF HB 0 84 AFF 0 84m AFF - OPT. H WER J ' i ------ i EAD ' R S I �► ..� 4' X — 8" CLS 10'-1 1/8 PIL CONDENSER " BYP S ENLOSURE BILKS 84 AFF VER( Y SIZE WITH SUP RI TENDENT 2 2'-g" 2'-6y" 6'-ity2' g'_g" 2'_r 6' 6. 12'-6" 14'-10" 19'-0" 31'-Dy2" 63'-10y' MAIN FLOOR PLAN_ SCALE: 1/4"=1'-0" S' ux�r 13 Y�^ r O j»' ti 7 AREA TABULATIONg, � r= c MAIN FLOOR PLAN 1467 SQ.FT. r` m aa.. LL a SECOND FLOOR 557 SQ.FT. .A TOTAL A/C AREA 2024 SQ.FT. JOB NO. 05_S,_0Qag Mi FRONT PORCH 193 SQ.FT. Do wood LANAI 216 SQ.FT. ( od.) GARAGE 445 SQ.FT. SHEET TITLE SHEET TOTAL AREA 2878 SQ.FT. MAIN FLOOR PLAN V V A2. 1 05o &1adtjL laiv— r 00 C po L� c W W C 4 4 07 u' N QCV 4 N o v w Lu c0 of L OPEN HANDRAIL W/ SPINDLES W-9, 21'-3" lot 3'`2Y2 —24+ 4'-0" 3'` 4 S-2" '-6" 5'`>>�2� 5-6" Fri 00 t (D m m co CD to co N N O Q N N R/S R/S LOFT �-■ CATHEDRAL CLG --- x 13'-0" !� BEDROOM 3 - - - - BATH 3 CATHEDRAL CLG r "' L J - - - - - -- At'EDRAL CL 11'-2" x 10'-8" CN L co 12"X12" FLAT - - ---� - - - - LJ - - - - - FOR CLG. FAN - 1 ��12"X12" FLATf (D 3_ co p/S FOR CLG. FAN N Q I I I I I I I I <c � i D W 4i ISES DDW 4�I �S i '� CO @ .2 P R USER @ 6. E IRI ER o CO I I I I I I I If CIO 3040 SH 3050 SH ® 72 AFF 0 72 AFF 23'-'8y' 9'-3}2' 2'_5' a Miami SECOND FLOOR PLAN- SCALE: 1/4"=1'-0" ac,� t3 r f,I� � w Pj:�ICy.a� L y l d1 P r1,J � C7 O AREA TABULATION .h GY .% i LL f•] Ay L yip^ l�4 'M . MAIN FLOOR PLAN 1467 SQ.FT. o a LL a� -SECOND FLOOR 557 SQ.FT. TOTAL A/C AREA 2024 SQ.FT. JOB NO, 05-6'-008 FRONT PORCH 193 SQ.FT. Dogwood LANAI 216 SQ.FT. (Mod.) GARAGE 445 SQ.FT. SHEET TITLE SHEET SECOND FLOOR TOTAL AREA 2878 SQ.FT. PLAN A2.2 L ,A 75-0 fiMdL1l-,e_ IAV i j 9 G C (,J � 6 Q I ..._—.-----,.__.....,T , •• k t CJ � R I W co CL N lye.. 1 iii [Y 71 .._.. Z7 LU ......______ I aD 0 I I ico _j .. ! I �= �1 !I I .. myiil �Ji�j I li I .... __ C1^11f1 I ! IIS I jI w r r' 8:12 I t� I F 8 , I 02 LL `° LLti n m m v II I � t ifI 11 i _c5 A8.2 � yCD '-1 1/8"BRG. o r ECOND LEVEL v a a p R ____��____�_____�__-__ ______-,___-w_________..-_ _��.....---..._ _______�I _-_r___- ___. _ _��_____________ _ � r�7 i I l t '" w i.' r N "-1 I a i ; ,r CL rp ; C0 Q cni r i _..._..._.._..__._..._.__ .. cq _._._..-.._...-...... . ..._--..- ._.._.__.__.._a I RIDGE MIDGE I! e i L ro ,; o i I '' f cryNoo p It, - g1AlA�l�r I f I ___________ ____ 7'-1 1/8"BRG. ______.�-_ _I t I._._._.._,-,.__. �.... SECOND LEVEL i i cn . -J H. I 8'12 j..i g 12 1 I i {' O ; ; SLOPE 7 +: rn ' jmw r li j i ; t0 LU I CAy �..........__. .......m __.__ ._..._..._.__... r. i i trLwu U_ , --1 IL LL i I; 1 m v - n co s n "' ° 0 m °. t, ' ■ JOB NO. 05-81-0062 ROOF PLAN Shearwater � A SCALE. 1/4 =V-0" SHEET TITLE SHEET ROOF PLAN A2.3 r EXTERIOR ELEVATION NOTES I m p -E s $ [NOTE_EXTELEV] �, 2 ; 1. GRADE CONDITIONS MAY VARY FOR -2 22 -9 1, g INDIVIDUAL SITE FROM THAT SHOWN. 8 BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. i 2. PROVIDE ROOF AND SOFFIT VENTS AS 9 g E 2030 REQUIRED BY CODE AND MANUFACTURERS L HARDI SHAKE LOUVERED SPECIFICAIIQNS. VENT 12 ASPHALT SHINGLES----,,,,, - _ _. �____ __ _.__. _•_.____ N j JIL t -.�..._. u-w.�..:_crxw z.w.r ...,..a..u..1«.. �y. w. �... � _,.�,..� �.. ...�lwxu•as.:_._ ..._ .r,r,e..u...,.y..�-...._r., ._. ,_.,��,.,�,.,.,..__..,rm,.,w..s.v..�....�-.. 1 ! __- _. _•_ ._ 1 ..- ..•.._.__ 7'-1 1/8" PLT j J- ------- '_.. �1. ' .' 1' ..._._ __ __.._�.____- i 1 �� 4 FREIZE _....__... _ _ - N _ w 1 ,: �.^_ - CD = _ �.- _.. __- __ ..._..__ ___.. _.. _ _ ___ ._ __ _._______ ___•_____._ _ ._.. __ _ p'-0" FIN. FLR. *LAP SIDING X10'-1 1/8" PLT. WINDOW TRIM (TYP.) SEEDETAIL SHEET �......_.__.._._..._ .-__- _._. M-_.___.... _ __.._.-.. .-.__ _._ ___. .__ _.__._ (ADA) _ _ .. . 8" SID FRAMED _._-...._..._._.. __. __..... �, COLUMNS (TYP.) ..1.•__..^_....__..... ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ ___...._ ��M1 8" BAND (TYP,) _._. [71 [--1 El ❑ El El F7 I I __- SEE SHEET AD.300 E El El E 1:11:1 ❑ El - - .---. - -__-.__- ._.____ _ ____. q O s _ 0-0F.F. ___ _-_... a a a E El E E E E E ❑ GRADE FRONT ELEVATION- SCALE: 1/4"=l'-O" ■ rrr�r _ 12cn 1/8" PLT _ m.... -, 12 _ _____.. ___�-____ - -___.•_�__-__- -- 8 ------------- ASPHALT SHINGLES ......... __.__...-_._____.. _ -_ ___._.. _.._.__ _._.. .__.._ .._..___ . . ._..._ _ __ _._____._..__-_ _._�..__-_._ �_�.._-___ _._ .. ...._._ . _ _ _._._.. ..__.__._...._.._ _ _.._...__ 0'-0" FIN. FLR. _... _ ____.....__._____ ___..-.._.-.____...... _ ___. _ __W -. 4i._ - 4 i p-1 1/8" PLT. I � 2" X 10" --- OUTRIGGER- ---------- 4" OUTRIGGER 4" FREIZE _....._-._._.. ._.__.- _ . __... . ........ . ..__._ • ____ . _ ..__ __.._ LAP SIDIING b 8 BAND (TYP.) SEESHEET AD-3 __- _W_ __.._ __._._.._.-__...__. _...__ ___.._. _ _. _ __ _ _..____.___._..___.-.____.___. _ __.__..-_._-____ ______ .__.____ ._.. _..._.-__ ___. ,._. _.___________._._-_. y 0'-0" F.F. iaa 4� d � C {.. rqEj0 GRADE `L 4 JOB NO. 05-B1-0062 • RIGHT ELEVATION- Shearwater SCALE: 1/4"=1'-0" SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS A2.4 2■4 ma Zalu- 1 'I i r EXTERIOR .2 Q ELEVATION NOTES [NOTE_EXTELEV] g 1. GRADE CONDITIONS MAY VARY FOR jF INDIVIDUAL SITE FROM THAT SHOWN. 22's a o g _ BUILDER SHALL VERIFY AND COORDINATE 9 � " PER ACTUAL SITE CONDITIONS. a 2. PROVIDE ROOF AND SOFFIT VENTS AS LLL , 3 t u REQUIRED BY CODE AND MANUFACTURERS 2030 SPECIFICATIONS. LOUVERED VENT 12 W ------------ wi ri Q ASPHALT SHINGLES ,$__7'-1 1/8" PLT -_. - ._ _ - _-__ ___-.. _ _.-.___-._, ran T _ µ 4 CORNER ._- -__.u_._-.�_._�._,__._., _ . _.__ _. _.-.____ ._,..__ _ _ w_ _.__._.____ _ -,--___-- ._ ____ ._ .- _ ._ -- _ __. w BOARD (TYP.) _ _... . __._:,__..._ _..._... ..._ _ LAPSIDING _. __.. __....,_.._.__ __._ .._ _. _.. ...W.- _..__... _ .. _----- ---------- ----- 0-0 FIN. FLR. _ r - - _ .:__.-:_ w T.. X10'-1 1/8" PLT. - 4" FREIZE b WINDOW TRIM (TYP.) ------ 0 a SEE DETAILS SHEET _._.._--.. m _....__._. __ ,... _W..._.......__.__..... m N 8" BAND (TYP.) _._ - 2' SEE SHEET AD.3 Q a — 0'-0" F.F. __._...._.___..___,..____.._..._ __."....______..... _-_.,...._____,._.___-.._.__.. �__. GRADE \,--10"COLUMNS REAR ELEVATION- SCALE: 1/4"=1'-0" fufu ____ -.. -_ 1 .. ....... '-1 1/8" PLT _ _ � _._.. _. __......__ _ ...___-.- �_.... _ __. . ._. ._ _ ___ __ . .__._._�._...__ ___.___ __._...._ .. - _ D-O FIN. FLR. __.__,.___________-:--- __.____.______".__.. " ._..._ ......�_ ... - -__-. ._..._ -.__...._,.-,.....-v.. _ - __...._.-_-•..�.."..� ,. _.__,...._.._..".._ ..._,.w.-.._._.,........_........�..,..__-.�..-. .._.,.�......_... .......-.�_,_..,,.,.,-""__ _,..--�,,,.-_•_--.,_ _._-,..._.. _...."........ ...".-....-....-x�..._.-.._..._". - - - .. .-...- "............_..............._.-...--""..__•__._....,_�-...,..- .."....mow.__„_"..--'..._".......-.......,...,_..�.........._._ -. -_-.._..._,..._.._,-._.....-..._ _.._ -„,».,..,-,_.._.._..,.._...,.,.,.-_.,., 4” FREIZE 8" SO FRAMED - COLUMNS (TYP.) "10COLUMNS a 8" BAND (TYP.) _ _ _._. _-_ _ _._ ______._. _. . ___ __ . _ _ _ . _ _._ �� SEE SHEET AD.3 x r 0i-0x F.F. __,_._.__...____._____ ,...__._-_._.� _._., _._.._ _.__.� _w _._.__ _._.__ w.__.,�_____..,______r,. _ -__ .._ . .___..___-_-_..___.___-__-__.__.._ ____.____.__ •5 _.__._______.._ _____.___ _w..._,.__ _.___..__ _ GRADE st cOE d v� 0 2 CL W d„ LEFT ELEVATION JOB NO, 05-61-0062 SCALE: 1/4"=1'-0" Shearwater SHEET TITLE SHEET HEAR AND LEFT ELEVATIONS A2.5 2.5 . wj lwdla lwl� r ah -Rgef$ ' — C L O no F I X 4 -- MICRO `��, 2 X 4 HOOD r ---REMOVE AS NECESSARY C-4 T7 FOR ELECTRICAL OUTLET 40.5 39 REF. -212 C0 SPACE RANGE cD DW �r CL 2X4 IL I----- -L -- . 40.5" KNEE WALL DETAIL 4'-0' 1. 2!-(r 2 f-o* -y' KITCHEN ELEVATIONS. SCALE: 1/2'4-0" rn -&-j 0 J L LL 7 coLL E CL c-4 7-- --------) 7777= JOB NO. 05-BI-0062 S-W l'-6* r r Shearwater BATH 3 BA H 2 MASTER BATH SHEET TITLE SHEET SCALE- 1/2"=V-0" SCALE: 1/2"=V-0" SCALE: 1/2o=1'-O* INTERIOR ELEVATIONS A2.6 L .......... ELECTRICAL KEY r s [NOT-ILECSYM a F$ SINGLE POLE OUTLET c �0 a� DUPLEX CONVENIENCE OUTLET .- - DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET g o I GFI GROUND-FAULT CIRCUIT-INTERRUPTER o N DUPLEX OUTLET If Y HALF-SWITCHED DUPLEX OUTLET J ® SPECIAL PURPOSE OUTLET/JUNCTION BOX tt DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX ► WALL SWITCH •-- . 3 THREE-WAY SWITCH o N .� .- ►4 FOUR--WAY SWITCH n R RHEOSTAT SWITCH w w �,� „".•-� DM DIMMER SWITCH Q} REINFORCED JUNCTION BOX WP T LIT FIXTODURE�D INCANDESCENT K� WALL MOUNTED INCANDESCENT CA DEC LIGHT FIXTURE � ` TV i �' � RECESSED INCANDESCENT LIGHT FIXTURE CA — — — — — _. ~-- - - - - - - - - - �----� /� �'�g 00 a 0 44 RECESSED ADJUSTABLE EYEBALL �- be � w — — — — — �/ w] PH �° INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE r� U I / TPC WITH PULL CHAIN ff �DC �-® EXIT LIGHT "' U) C) Lu CD EMERGENCY LIGHT >rr L I U FLUORESCENT LIGHT FIXTURE l I w FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TY � w I pe TRACK LIGHT Y I '--� Sq t � g — -�'a- Q EXHAUST FAN (VENT TO EXTERIOR) -2 EXHAUST FAN/LIGHT COMBINATION > " °J (VENT TO EXTERIOR) 2 LL I I i LOW — EXHAUST FAN WITH HEAT LAMP F j VOLT, ECESSE (VENT TO EXTERIOR) m TOP ® OWER ® CHIMES m N 1 1 I 1 72 PUSHBUTTON SWITCH ro 1 I ----------- �P6 � > .. _... - - - - - - - .._ � _ _ _�- - - - - - - � � -_ � � GF1 - - - - - - ® SMOKE DETECTOR 02 t t —CARPET TI HD HEAT DETECTOR ® CO2 DETECTOR Lu t '' I QT THERMOSTAT a ` I Q SPEAKER - - ,- - - \ \ - - - - - - I b PHONE (1-CATS) Lu ` \ O H DDC (1-CAT5, 1-RG6) PH ® MDC (2-CAT5, 2-RG6) r_ ��` �� I ELECTRIC METER VIF C7 0 o I ( ♦ \ \ _ � � I _L:�— ELECTRIC PANEL CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT � SINK wl DISP. i � � � � ) S� I 1- CEILING FAN / LIGHT PREWIRE 1 I f T II SO (PROVIDE ADEQUATE SUPPORT) 11 W/sFpr t II III ELECTRICAL NOTES: t II (NOTE-UCTRIC) � ' ` t D/SI � 1• PROVIDE AND INSTALL LOCALLY CERTIFIED E 22 Li RD DETECTORS AS REQUIRED BY NATIONAL FIRE — — — — — — — PROTECTION ASSOCIATION (NFPA) AND MEETING — — — ___ � THE REQUIREMENTS OF ALL GOVERNING CODES I , CH /C PROVIDE AND INSTALL GROUNQ EAULT r- -- n t 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING $p 11 2 THE REQUIREMENTS OF ALL GOVERNING CODES. 1 1 i - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED Lu oci F1 3 DIRECT HOOK-UPS/CUTOFFS. II — I — — / I HVAC CONTRACTOR TO VERIFY THERMOSTAT \ 4• LOCATIONS. w 1 \ ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. V Q 5• FURNACES, A/C UNITS, ELECTRICAL PANELS, �Y� U SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. \ CARPET ITIL ti/ T � E���}3l�{J_DEVICES: ABO FINI ED FLOOR: III SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES , , . . . . . . , . . .48" TO CL III \ WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL III \ BATH VANITY BRACKET OUTLET 1,2 III (1" ABOVE TOP OF MIRROR), . , . . ,88" TO CIL WATER SOFTENER AND SUMP OUTLETS 48" TO CL \ / TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL \ A WP \\ // WP ` TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL \\ / EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL ELECTRIC w ` GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL ANEL \ \ / FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL g GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) 84" TO CL yo �j DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM • PB OF FIXTURE -- — FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM ' OF FIXTURE U, 4 d a THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL L 'f DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL s n _°_f DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ A� DR HANDLE c, KITCHEN WALL HUNG MICROWAVE t '� M w 4 OUTLET . . . . . . . . . . . . . . . . . .76LLL " TO CLa . KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK o R+ f4. KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL ,S sA1 v a 1 KITCHEN REFRIGERATOR. . . . . . . • . . .48" TO CL o WASHER DRYER OUTLET. 48" TO CL a. LL �- wl! :5 rOB N0. 05-81-0062 CLW CENTER LINE Shearwater 1 FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR EUTRICAL E1 . 1 L 6) )alu' _ ___..._. __.. _... _...._ __ __._ ..... ELECTRICAL KEY [NOTE—rLECSYM # g f$ SINGLE POLE OUTLET 0 �= ; DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER a k::[yrP WEATHERPROOF DUPLEX OUTLET 2 2r- ; 4 _ I GFI GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET a y HALF-SWITCHED DUPLEX OUTLET S 9 B �L a SPECIAL PURPOSE OUTLET/JUNCTION BOX 4:r- DUPLEX OUTLET IN FLOOR 0 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH 3 THREE-WAY SWITCH a �-4 FOUR-WAY SWITCH w- ' R RHEOSTAT SWITCH w co DM DIMMER SWTCH Q REINFORCED JUNCTION BOX MIA CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT �.�. LIGHT FIXTURE - RECESSED INCANDESCENT LIGHT FIXTURE , me w RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE _ �. PC WITH INCANPULL CHAIDESCENT NLIGHT FIXTURE EXIT LIGHT EMERGENCY LIGHT M FLUORESCENT LIGHT FIXTURE h� FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT Q EXHAUST FAN (VENT TO EXTERIOR) n - EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) o 'o W. EXHAUST FAN WITH HEAT LAMP m " (VENT TO EXTERIOR) co ® CHIMES N �OPB PUSHBUTTON SNITCH Q SMOKE DETECTOR o g v a d © HEAT DETECTOR ® CO2 DETECTOR 0 THERMOSTAT Q SPEAKER b PHONE (1--CAT3) 11 DDC (1-CAT5, 1-RG6) DC MDC (2-CAT5, 2-RG6) rD ELECTRIC METER ELECTRIC PANEL CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) 0 u I Gn CEILING FAN / LIGHT PREWIRE Q--�- N (PROVIDE ADEQUATE SUPPORT) N � PH ELECTRICAL NOTES: f ( [NOTE-UCTRIC] r 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE f DETECTORS AS REQUIRED BY NATIONAL FIRE 1 PROTECTION ASSOCIATION (NFPA) AND MEETING r1"l THE REQUIREMENTS OF ALL GOVERNING CODES _ — -.- — — — — — — -•- — — — — `_— — — — _` — _._ — PROVIDE AND INSTALL GEOUNR FAULT 5..... D 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NAT12X 12 II `` THEONAL REQUIREMENTIS OFDE (NEC) AND MEETING flu ALL GOVERNING CODES. FLAT pC! \ CARPET ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED ` 3• DIRECT HOOK-UPS/CUTOFFS. SD HVAC CONTRACTOR TO VERIFY THERMOSTAT SD '+" I I 4 LOCATIONS. q43— t ALL ELECTRICAL AND MECHANICAL EQUPMENT (LE. 5 FURNACES, A/C UNITS, ELECTRICAL PANELS, cn SANITARY SUMP PITS, DRAIN TILE SUMP, AND i WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS, SD 0 ELECTRICAL DEVICES ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER. . . , . . . . . .48" TO CL WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . , . . . . .4T TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL BATH VANITY BRACKET OUTLET (1 ABOVE TOP OF MIRROR). . , . , .88 TO CL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL • FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL a�za 4 GARAGE DOOR COACH LIGHT, kl� k -t (ABOVE GARAGE FLOOR) .84" TO CL f'-'j s DINING AND BREAKFAST FIXTURE .64" TO BTM ;_ I OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTMr OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . 54" TO CL DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL DOORBELL BUTTON, . . . . . . . .LEVEL W/ F;. 19 DR HANDLE ' . 0 KITCHEN WALL HUNG MICROWAVE , , _ �- OUTLET . . . . . . . . . . . . . . . . . .76" TO CLrx arh LL KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK �� KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL .:�; o'E WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL a U. a JOB NO, 05-B1-0052 CL = CENTER LINE 1 = FIELD VERIFY Shearwater 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET LEVEL 2 ELECTRICAL E1 .2 L A 2 ( 3'-9" 2'-0" 2' 3" 14'-8" s 1 I Y�'J r ��- ; 2Ell, -- ; .� -,;--. --- -T --- r 1 i 1 I 1 I I m m ; I I SLOP �„ I I E :J W�--� r� I I I I I h - P Il I a IO I I I I I I 1 I i 10 M I' W I I to Ci � I I I� vim „� �7 0 m p n �, I I ( I D I i i I I ► I p I I _3z �,___ '� c� z i 1 I I N 1 I ( z I ;. © � I I r� Ln m rn 1 I I — I I n I I SLOPE 1" ( I �, w � U p LCLI I I I I I I .. I I ,- v7 LID LL �� r:� v v� Li 1 I+ i 23-2" I Ln a I 1 i Na ._ _ -- _.,, _ ..._. __ —�.. ._... ... — — ..... _. _._... _ _.... __.. _ , ,.. .� .. � I . i,-.,. .. ,.. I. f ,,. «.. ...-.,. ... .,.... �,... � t,...,. ..� I � � O 0 ,` i I i ` c � 1 ;p I I ` r > 1 Ii n r i aa-ice- �- i 1 '! m x �• I r, �-� ( SLOPE 2 �..�: �........b �J,:,�...: I � C:7 � m I r"J I I L' Qro © 31 - -1 " W � j Ll 0 JIX P P ci i..r•.,i 7 _ _ �... _ C) !�9 _ c , .. s.. � L. ._ _ ._ .._ O—L I I a n .. . . :.. ,,,," .. " ,,,.�,. i� x,, �. ,.� ,�.., ».�.M tea. I v� I I 77 7III I , ;' I p, l @ I I _ .._ _ _ _ ... � _w _ _ _ f I _ ��, _ i I 01 = i-'�.�;o j � !.l L .._. {.�. ...r ., . `moi -- ---. -- — � ._ ....._. .._ ._.,..... ,..... .._. _ � o >l I 1 j •.._.. �� --..rn. — —.n.... — — —w — _ .w.,. — wig r — — — — ___-,� — r r— — r —— — � �J -5 0 1 1 l 0 0 X Z li 21_5" 2'-5" 4'-1" 20'.-6y" 01 141`0 11 3'-6" TE „ • 22—0 29_5 THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY " 41'-3" SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED ty AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM aa �p�._ -.._. BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING Colo vi REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. �� U � CONCIRETE FOUNDATION "F'o"LAN FOUNDATION LEGEND114 � 5CALE' 1/4"-- l'—O" (SEE SHEET No. S-4 FOR STRUCTURAL DETAIL) Lo Q C� FOIJND6Tif7N NEU: 8"x8"x1 Ci" CMU STEM WALL w/ 1)�� ROD VERTICAL ON 4�8" O.C. � rr� 1. DIMENSIONS SHOWN WITH (= INDICATE PLUMBING OR ELECTRICAL ( HOOK20'(W) �•- I"' OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER, ED INTO x 10"(H) W TYPICAL. FOUNDATION DICONC. FOOTER w/(2)#5, BODS CONT. . ETAL M uj . — 20'°(W) x 12"(H) THICKEN CONCRETE SLAB w/ (2).,#5 V' RODS CONT. z c� INTERIOR THICKEN SLAB DETAIL T s U STEP D0,1N'N COOQ'REl:� h.,B w/ (2), 5`R.CJOC A'1:; ' J0E3 NUMBER NIERIOR STEP DOWN DJCF5HEIT NUMOE� , _ 10 " •,w. TABLE FOR SHEAR WALLS FRAMING Imo' . �.� , ) 10'-11/8"BRO, (GROUND FLOOR) 1()'-1 1/8 BRG. �'/ � ) �'.��'ql -�' Va .! ('d. � )I� ) I{ %'°�j L`,�L FIRST LEVEL FIRST LEVEL ___..__.. .. _. ._ , ..- _._ r............-W...._-.. ..1 rx.xrtecan .., ,r , ..._._.-......., y W ^ r._..._.-.-w-,,.,...r.:.: '.s.awWaww.ww.w yam....' x•A" :.. ...::.,. 'PTC • •T w ti __.._. ._ µ.. 4 TF-iE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING T-I' E FOLLOWING CRITERIA UNLESS OTi-1ERWISE� NUTED IN THE TABLE: .7�W A) WOOL) SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS, j , � i�` r �f•' ! B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" T f iIC K - - -` oq� `-' .,?.,,, �, " � , BOARD RESPECTIVELY. ,- /� m AD.z a .. jl -- _ C) SOLE PLATE--COMCRETE SLAB ANCHORS SHALL BE 1/2"0 'rHR w(1!DCA) STF,6L o� AS ��{gl.1PJ raN �.Ptn1 0 �'- 1131 P �' CrROU�� & 4LTS is R�r�l7iGz &Y "f" , � 8,C-:1-ow { z c° 1 G ^ N V% I I i1 t� 'I I� .� (`f DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOUR i.. i. d " , ii 7 � r : ori 'al SHEATHING DOUBLE SHIEA'THING NAIL SPACING ANCHOR SPACING - rl ' `3I6:12 i I i l.% 7/16 aS8 SINGLE Lt" / 12" 6L)" O,C, tiI I SLOPE oe SLOP �1 I - �__��� (BLOCKED) It iUJIcn C1%cnt �pf } 7/16 OSOO SINGLE m ;' / 12" " (BLOCKED) KED) _.._.-._.._. i- —w�.:_I-.: .M' ".:.=. �.:" �- -:� :Y: "� _.� 'w:C•:.�:�__..ry._.. ..I �� r�_) �I t '^ ` �"9 , •-•s II `"'® d -1 is A0.2 7/16" OSB SINGLE " / 12„ j_ �L O.G. p (BLOCKED) � �' � y � ,r-- n pry C�LLJ L7> `g n � , �/ � i � ( ,,/ r f PDL) EPDXY GROUTED BOLTS TO +f3�,6 I D �iCiSNS T-0 ACHIEVE F�EQUIRED 130LT SPACING, v _ FAIL J 1nIE,l Tv ���UU ' '1\ C LL Li r� ,y �M i r- — — RIDGE ,•� ! ITIoNAL NoTEs.; •�' i' 8:12 . , .. --18112 RIDGE II:�..� •`\ � � � .�'" I� INDICATE LOCATIONS WHERE HEADS FZ BEAM ,HALL E3E hA SF PE_- -.. _ __. _ Ia ca `� I , I _ I I --- SLOPq/ ! 1) FOR LOCATIONS CLOUDED AS r F30LIED PER DETAIL "B" OF SHEET No. 5--4. ° h. Imo..___ -.., `•J it 2) FOR LOCATIONS CLOUDED A5 INDICATE LUCATiaNS WHERE WOOD POST; >F'iALL i31F. STRAPPED C� +� p AT TOP AND BOTTOM AS SHOWN ON DETAIL A ON SHEET No. S--4. o nl1 ;g _..-_ __..._ ; ; �• Ii �� 9 3) FOR LOCATIONS CLOUD AS SHALL BE STRAPPED PER DETAIL 'N" ON SHEET No. S-4. I� h ry I ? _....._____,_._.._._.. 4) FOR LOCATIONS CLOUDED AS �{- SHALL BE STRAPPED PER DETAIL � ' ON SHEET No. S--4. , 0 �--i 10 C r� i �� i t• — AD.2 cn2i 10'-0" 6) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE; BOLTED PER o _ p Li / DETAIL E OF SHEET No. S-4. � .-., c "C7 .,M N I �I" �1 .h N f7 (71 . }�p M } / 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS `SHOWN ON � C7 SCHEDULE „A„ ON SHEET NUJ, S-2, STRAPPING WILL LIE ADEQUAIF TO FSE ;IST SHAF`F FORCES � ►--+ � ""'� ACTING SIMULTANEOUSLY JIITH UPLIFT FORCES, a _ # ah '' 6:12 6:12 p a I.� 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRIC,ATED Co �, h : b. LOPE LOPm� +" AND CERT-IFIED BY OTHERS. n h ': m!' �.�` StlEr�K Wf�1Lc� 1f �C E DCII-t x c no r 'fMS �� �;'�-�' s (.y�. �'(ZE E'� 'i c� �-I.o�m� 5>•►'�F�'T1.1N ; j��f"� �� � � a a �� J F I� 1"1 Ur "TMJ W FIRST LEVEL I SCHEDULE A �-_ � ._'zj ria ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE .. OF BEARING WALLS (PRE—ENGINEERED FRAMING) I UTILIZING ALL THREAD STEEL RODS ° TRUSS Na, OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS W "� DESIGNATION (Lbs) PLATE OR TO STUD . ALL TRUSS ENDS r + FLOOR FfRAt4w11NGr FLAN EXCEPT ONES 0 - 600 N2,5A, "SIMPSON" CLIPS 1/2"rN STEEL BUDS SPACED AS OUTLINED BELOW SHOWN ON SHEEP No. S-3 efROUNID FLOOR 5HEAfR WALLS LA %�C R 'T/{� ar 601 - 1200 (2) H2.5A, "SI�MPSUN" CLIPS 1/2"l� STEEL RODS SPACED AS t•v SHOWN ON SHEET No. S-3 USE (3) BOWS $CALE.- 1/4"=V-011 OF 12a COMMON . --- NAILS @ 12" O.C. USE (2) ROWS OF 1E COMMON -- 1201 4750 (3) LSTA36, "SIMP SON r „ I STAGGER NAILS „ STRAPS I"I���Q2 "aMF'SON , FIOLDDOWN LLI ON BOTH SIDES. NAILS C� 12 U.C. OF 3 2" x 10" THRU 2" x 12" TYPICAL OF (2) 2" x 6" THRU (2) 2" x 12" TYPICAL SOLID SAWN LUMBER ) SOLID SAWN LUMBER tad NAILS —SFIE,4TtIINO (2) 1/4" A36 STEEL 04" °C- BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS: FLITCH PLATES /// BOTTOM CHORD (4)-12d NAILS Off' TRUSSES (TYP) �TYP)2d NAILS TOP CHORD 1f ff ff 1f I I� (T�)2d NAILS 1h�,SS K DENOTES KING STUD AND J DENOTES JACK STUD. N ( ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED ,j (� USE ( ) rznWS 2x4 SCABS LAID WITH (1 )K+(2)Jjs AT END SUPPORTS OR (2)K's AT y y K" FMAX.® 24" O.C. S2)-12d NAILS ul OF 1(3 COMMON 1/2"0 A307 MACHINE ( ) CTS) BOLTS wi NUT AND 3a• (MAX 2x4 SCABS LAID . .. INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE NAILS � 12 O.G. FLAT AS SHOWN CEILING STAGGED NAILS 2"0 STEEL WASHERS TYP. BOTTOM CHORD -+ INTERIOR SHEAR WALL DIAPHRAGM • r " © 12" o.c, TOP PLATES SHOWN ON PIAN ABOVE AND DENOTED BY: s INTERIOR SHEAR WALL {) W ON 80113 SIDES. PLAN VIEW TOP PLATES • _.. � ELEVA110N VIEW - — - CASE II - INTERIOR SHEARWALL TO ROOF' CONNECTION � PRE ENGINEERED FRAMING (TRUSS FALLS ON ONE SIDE OF WALL TABLE TIO t.4 ^I . .-. ) WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE � (N.T,s.) F'LOFtICA BUILUING CODE _-_BUILDING FOR WOOD 'rRUCTURAL PANELS INTERIOR SHEAR WALL ® 4"AILSO.C. • SHEAT1iINO _...�� y � t--- TOP PLATES �,r " 2)-12d NAILS 1,2 ( ) / 1-3 4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4 PLY LVL (4)-12d NAILS x STyp) FA TYP ER FASTENER SPACING(]n.) a 2 1--3 4" PLY LVL (3) / T,�P) ` (2) 1/4- A36 STEEL x - 2x4 SCABS LAID Panel Span:5 2 ft 2 ft¢Panel Span 4 ft r Panel Span 6 ft<Panel Span FLETCH PLATE 24" (MAX FLAT ® 24" O.C. TOP CHORD t 4 ft t 6 ft raft ,� 1 F-- .�. (MAX.) GABLE TRUSS 2 1/2#6 Wood Screw3 16 16 12 9 �� i1Jkx - 4)-124 NAILS 2 1/2#9 Wood Screws 3 16 16 16 12 (� • .( EfLOCKiNC �T�) Double-licaded Nails4 12 6 4 3 �� U L T I F ice•+ E CONNECTION D (2)•-)2d NAILS �TYP�2d NAILS L a; -- - TYP SI: 1 inch-25.4 turn 1 foot=305 mm 1 -T� �i�-il� 2x4 SCABS LAID CEILING BOTTOM CHORD Notes: r NOT BOTTOM CHORD FLAT 0 24" O.C. DIAPHRAGM D� rRusses (MAX.) INTERIOR SHEAR WALL 1. This table is based on a maximum wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 m)or less, TOP PLATES 2, Fasteners shall be installed at opposing ends of the wood structural panel. PLAN VIEW ELEVATION VIEW 3. Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resis`iq%tRIC111611 1xsvi�g a minimum withdrawal capae- BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: CASE I - INTERIOR SHEARWALL TO ROOF" CONNEC11ON Ity of d9Q lb(2IBO 1tN), �� �, r) 4, Nails shall bo iOd common or 12d box double-hcadc:d nrwil5, � ` �`F i` ....., , �U D N U M��L{J� 91 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. PRE ENGINEERED FRAMING (WALL IS 6ETVYEEN TWO TRUSSES) ���i[J1,1� •- �4��J"r�'1 �.�'�� �'�'f�r� �Yb ����C' '.�,��I� �,�'"` � ,�"�.�5,, t�+�".�°�� . .a � rr,,-.. •;� _ .. 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS N U M L3[ I� L PLUS (1) KING FOR DROP BEAMS _ ...r..,....-.,,,.,.ea....,A,.,., ..nna.,-......r... °...n...wnr......r..w«-, ..�'y r; °y f �.Y i.. ^f 3 A K, eo Product 1katings Effective: kerch 9 .2002 LAMNG(eases s;Rj TV140150---SH Standard single hung +30 ••35+30 -35 ! 36x96 W0HF/50HP—Ski x-50 -60 53x63 High performance single hung -+^50 -55 53x76%4 x-35 -•35 53x.56 TW—SH +50, -50 . 53x78 Tilt sash single hung +35; -35 53x96 TB--SH +50 -50 53x96 Tilt therlxlal break single hung MP—SH +70 -70 53x7$ Impact single hung RAT HP -+-35 -35 127x61 High performance horizontal slider RW xHP +55 -55 74x5 Extra high performancc horizontal slider +45 -45 112x63 D42/3/4/5 SGD +35 -35 4068 panels Standard sliding glass door +30 -34 3080 panels 2"Sill M2/3/4/5 HP SGD x-45 -45 4080 panels' High pezfarmance sliding glass door 2-1/21T Sill I JMV3/4/5 xI✓IP sw +55 =55 ; 5086 panels Extra high perfeYnnarlce sliding glass door I 2-1/2"Sill ; Tr S' wide panels not available in M3&5 E Revis+ed:04/04/02 . 1 , CAULK BEHI140 villDpW T(rD BY PRA04D8 SCPE\!1ttSTaLAT1Qn ANCHOR ^Wpp➢NUCtC ANCHpNt �CONCRETE OR lW$Dr1RY "`• -•-�~ --- - - ulHpOV Fill YrIPTH BY piHCRS 3/161DIA C➢NCR1TC OPENING BY piHCRS _ CgNCREIZ OR MASONRY ^ 1 ^Y �- 1^1/e H1r1 EHDCO!CNT ^ ' CAULK $LMf11U WIIJDp1r flfi SCREyr At1CnpR OPENING 8Y❑THERE IHIH AS RCO•D.AT EA.SCT QF 11+ST ALL AIlL1N aiiCripR4 USNIp LOAD DEAkR(G Sr ILrS• uAX. SIlN4 AS RE➢'p. ALLOVM1BLC SHIN S+A[x Tq pC l,1q•.USC$xPiS UnCRf SPACC 6RCd E. TNNL 1/16- BY (I pgCSENI. SPACE. " SHCA)'H111G BY DTIIERS CAULK BCT WF;CN VQOD pNDK Two 8Y woos TVQ 8T FFAICING 8Y OIIICRS &)1ASUNRY pPCNIN4 8Y pIMCRS y!/LOAD 21 POOR 1-YE01AU AlwAllux ALLOY 5067. BUCK AY gTHLRS 1-116•ttlN. ,,;;y.g. tT YP)-1):r - BEARING SHIN DUCK AT piHCRS 3J 010 SCRs/AVYTALLATKIN Ai1G1pRs{Iasi DC qr'SUrPJC(Cryj LCmm TO AC40CVL luK C115C Oi iEnT CIIBEAIIENT I AID SCLATIGM p.ICHpF CAULK BEIVECH iIASUIIRY �[HATii 70DA[MIPva 1RIIF1VaDo OH[rrt tl kim rRt AIICILASVIM Y UR C'p111.RCY(ST pC OF SUFYICI11T AID SCREW(Tip.) CAULK AI,CMAR gPENING 8 wDDU BUCK q> HAX ALLquapLC SAACtHO BETVCEN v10 SERFO ANCl+Ok$Arlo COHCRE'N$CFEY ARChpk$iD DE 2a SHIM AS RED'A. H10 SCREW(TYPJ --' ' BY OTHERS 0..0,NAIL V/LOAD AW:HUR � UTC LATEX CAULK OR[pWVALENI CLW PtR1HCTt8 SEAL ARCUI CxTCktDR OF POUR pr pI)rCRi kill T • y REARING SHIN SDOR FI CLASS 3"& D'AKCD+7CRETE LARGER S1 D4i•gR1CHC afGPgpf!R,gT[IpCS,Gej pe(SUNG kCG•D CfOR OLWiTITY LISTED w1YN IrCXi {/A•MAX. p DOUR FRANC SCREW ANCIIUR 8Y OTI(CR$ 7) FOR POC1:Ci'CtlOR SIXES USE CLOSEST DT PASS DaUk SitC L CD14-IGU(tATffSV TU FIx19i DPCfAdG. •TAME _n PLACE CCrtAFTL SCPCV At+G11CRS Il+FRO11T OF Hpgx STRIP AS SYA�IN. SPREE ~ _ •?:. Q) ELAS$THICu2CSS NAY VARY PCR RCDUH"`NE1TS DF ASIN C1304 CLASS CHARTS,SO(GL[GLAL1cG 1/4'11A%. IS SliOVrq 114SULATINC CLASS IS ALSO QUAL!(lt:y. I-ValSHIN SPACE, W J4118,SILL COR10S ArIB ALL AIICHOR3 WDuCH SILL ARL TO 6E SEALED VITM A SIW.L JUp+T EMBEP H1H. SCAM SCALE&. - EI18EpliENT 141 ALL ALL, Ci1Ai1PN Nr11t L TED 2 C A 01'CARADS1pt1 RC$]SThr/Y I+ATCRIALS. 11) NOT ALL CpgF 14DRA11oryS LISTED RapVC ARC SN0I/JI D71 THIS ARAWIf6,NgwEVER ITIS IgLLA41(Jf E%TERIpR `` A 2'tTYP,) SllIpYJ�',S}=fTJfllt=a.�.0 Mpp1;,ST11C�. APPLY 74 INSTALLAUDi Or ALL CUhf16URAIF&I. �MIN. TVG BY EXTERIOR 1 12> HARK 4 1 8A HARK 8 SL1DING 41,455 DOOR 1S SHDUr4 THIS PRINT ALSO APPLIES IQ 11+Ra y; Eu8EW1EH7 YI ll, BUCK q 1 DARX 4 4 MARK S, FIN FRAHE, JANE ST OTHERS __ _ TLIIPERE➢GLAS BYTDYNRy IttISrt sA CFYP.) EXT.FINISH SECTION 2 AERIACTER CAULK IW pTHERS IN1TALLATIt7N ANCIIgR CHART 8Y pTr1CRS PERIMETER MIN PLR1H9TLR CAULX Dr OTHERSGAULK HBCDFIENT 010 SCREWS IN 3/16' AIA. CtII,CRE1'E K10 SCREWS e EA. 47,OTHERS CALL OVERALL rRAMS HEAD SCREW IN FRAt1_ SILL,JAN3 S. j- SIZE. NEIGH 7 SIZE' $1z� UP TQ 46 PSP 61 PST UP 7D 46 PSP 6,ppSF UP Tp ATUPSF Z-SF- HEIpHT t11tIU01/ [� EXT,FINISH TD Tp 70 viol" DIF OTHERS! 9 _pSr b0 PSC 7o PSF 45 Sr 10 6D PSF 70 PSF 1s SF 60 pSF 70 P5F SLIDING GLASS 5068 XU,D%,xx 60-11/16 x 80 3 DD➢R FRAHE --.w S.G.A VIDTH�� - {l4'FTA%. 6068 X60 O QX,XX 96-11/16 K 00 S 3 4 4 4 4 6' - 6 IICAA SFUH SPACE ons xG 0x 0 U-ti 6 6 6 S 8 1 6 6 At SILL o o e E:SIE$F1J9 S�C�]i1N- 2 12068 DXq 145-5/O x p0 7 -g 10 7 6 n o DQpR sA&"„ 15,18�:x2o g p ➢ 9 0 9 9 6 6 24.O.C. • HEIGHT W60 OXM XXXX 16658 am %XXX 192-11/16 x 80 t0 13 I5 9 1 3 6 6 IiAX.CTYP.Y ! 5I'�'- 6 x'60 79 10 7 7 1) p lT7 20068 UXXQ, XXXX E40-11/16 x 84 t0 17 14 11 0 12 O 6 0 Tf51PERLD 5080 xD,G%,%X 0-11/16 x 96 3 g 3 j 14 16 a 6 b V1NApW EQUALLY GLASS CTYPa )^T/8•MIN. _ 6000 x0,D%.XX 72-11,116 X 96 4 4 •4 q "� i b 6 6 SPACE EHBEBNCIIE WSTALLAIION ANCHOR Soso XQ.OX.XX 56_.411/16_x 96 S $ 6 6 pp-�•• NEICHT AMCItpRf 1110 SCREW 0 U%D X 10D-59 /8 A 9� 6 . 6 6 6 5 S .,_..rF._--6_- 6 CAULK BETWEEN tWo U%D 145-5,18 K 96 8 IQ jl 7 0 6 6 6 1/4'MAX•J VDOD FRAIIE t. 15080 E�XQ 181-5�8 96 10 3 y �1 3 ^ 6 6 �6 SPACE HppK STRIP 1aDa Bxx�1'"S;iLx iC'-5"--E1'rl ,; t�T 12060 DXXCL XXXX 144-71/)6 x 96 7 !0 Ii 7 R ::14 A8 INSTALLATION D �- �. 16080 0X%07,XXXX 192-11/16 x 96 11 14 17 9 12 6ANCHOR SCREI! ��Y. � FYRAI1By pSNCkS2008p GxxT) XxXX 240-I),1I6 x 96 14 19 8 6 _ -_ •, 6 W I1AX. It TVD 8Y FRANiNG n O D (TYP•) r. ° - "SLIpiNG GLAS of 0111CAS � DOUR FRAHE $ILL SLIAING GLASS F T �F DOOR hoar STRIP ..F lI�IW 1 6•HAx.(rrP,> -^---- - - /� 00 J1 r SHCATHINO UMIILUJ ALLOY 6083. ••�' BY pTHERS k105T UE OF SUFFICIENT LIH.TO ELEVA 1 IQ� A EHDEDNCNr _ 1*400 FRAMA1D MfkDER, \ 1-1/4'MIN. EXT.FINISH I ^ 6'FROM CORNERS&24-D.C. VIEWED FROM EXTERIOR t-XYCRInrz FI FVAjM 1 ar.prHER$ OXG DOOR SHOWN �XTEB11]R EI.�yAT.'(j]d AT IDEM&UAJ104 k1PTN DUD-SIL T�"'-� PER111EIER CAULK -�4- LIM, XXXX 1]GI7R SE IO`dN IPLYkrLio VAI AE"ITIU Of TURF 1L TEIIPEREO BLASE BY OTHERS OPLY N7TH 5EALUIT tA1vlUFACTURER'S -. �_.�. .. �.-._. „.._. ,.... _...,. SET SILL IN BED - CTYP,) ----• n- _. .•TM-.-._- .,-+,»N:a. CAUUI BEHIND FIN AT UNDDW SILL, th, �r!1/ ^5213 DIA tC=Z OOAU QF Cp)ICRETE DR CialK N KINCO LID, %,LENT FOR PfiRwtETER$CAL AROUND K I I V W 0 LTD. JACK+iONVILLC,FLORIDA S26S4 INSTALLAI]EIN ArICHOR SLIDING GLASS tiL•y,(,4 JAC!(S()NVILU', FLORIDA••^ - THERE. / yDOOR FRAMC J .:..,.'"�- �y OT LISTED IN ANCHOR CHART,USE - y/-• C"'• ��• � „„y,,,,,,•,.,, 3116• DIA. CONCRETE / 0TH NEXT LNiGER 512E rte'+ 71ltG SCREV AHCUGR CTYP,) JANE y�• +,�; / �) Yltip ^ INSTALLATION llE7AYl. l!C]pU IRAPIE OPENING tplgpRET! OR `•.+PAn• .^ { SLlUHlG GLASS uHUR yl/T\113 BY VWO tfUCIC OR FRAf{£ . IuAY VARY PER THE REDUIRENENIS �. •; -�•: FIN SINGLE HUNG WINDOW 1440/50 & 1440/50HP MASONRY OPCNIW 'F •, UPENIHG OX / XX / pXp I 0%XD L XXXX lllSTALLAYIpH llETAII giiS SINGLE G1A21H0 is SHUSVN, 8 EIaIREiR NAP UCL t4ART1NE2 " '.' BY OTHERS ::/,�r��;.K vari B� "oa�C 12/4/0I' QUALIFIED ERalitEmMANiJEL MARTIAIEZ PAH EB ��AT�'lt/U6/Dl V FTN'038 PO HOT REQUIRE ; - .-^.-.. A1,0104 ANCHOR$ARE ONLY 0E0'0msd�7Hu GIVI1 m s^C2S t�T S 04 NO. uuus) � �X1f RI[!f3_,�1 FuAT1f1N ofsclP(f c CIVIL 413 SIIEEI• 9.9e0`.FEW « REV,,LETUaf A Sruc a c-u: ,+r r"z,-;•x.,.,T..2,rw... ,� r -. df 4X, 7(17, X)t A(7t5R SHp1JN r� - - Rcv.i {V.T.S, tt.I�xl:UtBt ' i 47100 I r 1 _ �a6 eia rm 47t8u" 6TICW s;aEl - ✓� BY VOOD BUCK fi10 x 1.1/4' MINIMUM ENBCI)MEN1 OR l] 3/16` PFH TAPCUNS WITH 4,563' 1 U2'. MIN, EMBEDMENT (TYP) x WhIS 514111 KINEI 0 R?AT W1151S R[00 BY A CA91 OR U HEAD JAMB 6011111"1,Vii iml THE Alf[10 101 Eft 1Jf cmi C>R Wad 10 Slll IS 1fSS IHNI 6 K60 RS ICIH IS 111310 IR 1/4' GAP MAX, 011-NI R Il�D3 V 110 11f MIT MO 11 OR kH ICSIM 10 ART75U' VO VAR 115/1910 YORE VAI IHIliRA1164 O NIM111 IS i(o i MIISBEHI iS 0 lEl to Positive o A roup + 6.0 5 IO' e�•�'•1�<1 1 Native r � • 1.25 • MATERIALS LIST 11EHN(1, GESCRIPiIM, - Pal ON '. CQ4KfNiS © {1a`o o V�1B"HEA9 J 1B EV`I2 1 /4' X 4 b'NIL.—fog coo ', COIfPRESSIQN VEA1HfRSTR1P A (R 4 ° O T • EV-10 /4' 4 'NT I. T W 1 40 Fla THRCSHULD CHAt1D1El EV-OS 8111/16' INTERIQRI9 5/16° EXTERIOR ® ST E N cola �.�2 -,qDB) NJiIDulI GIR�5 +f11 MAX ' �� 1 A BASF FOAH• DENSITY P,010 P5165,d �' • Q B01i0H CHANNEL ' V[}OQ LEK MA EV-48 `Via V00 STRIKE STILE EV-01 1 i1/16'X 15/16'X 74 5/16'NIL,10 BE VGOD VOI1D HINGE STILE EV 9 111/16'x 15/16'x 1 /16'Nit, 10 W VIN • . '•' LOCK FUR RAIE EY-09 6501HICK PLASTIC a ` ' fV 15 .697 THiCK(STEEL) 14 0, ® VO—INGE JAMB i 1/4'z 4 9116'H1L•TO Bf V000 ° 1, B V 10 z 3/4'V000 SCREVS (4)SCREVS PER HN2 (2)SCREWS PER HINGE APpdOVEGASCG'�'1Y�i tal aNi r� r u1'0� � rri 01 c� d • DIO z 314'F.H.V,S. 2)SCREVS PfR HINGE 0o X P F.H•V,S. 2)AT EACH STRIKE PRATE pA 6 L&SIT wmaofoVIKSET BRp110 2V0 LOCK FAX C1>UNTY HOBIFICAT@NS art11� JD 2 BY VOOD BUCK llIII1�UdLsl ID1ID 1R KD DAN cally NNIFICATI s E%Ii( CETT Hips cla A r . mn •r••• Pii t7 Pnuc r"Im t1 J`lt TIM 'u 4u RS 1 11� 11115 I 61' I'H' N B-B MINISERIES Ho x I.1/4' MINIMUM EM6EOMENr nR 6r BSit _ . W Nil T Y _ . . 3/16';PFH 1APCUNS WI1N �I�����I� 11V MIN .I W MIN. [M EBNENI (10) 31101 EWBEENE== (2)PER HEAD JAMB PISI(�1K912 ' /"� SHEET 2 aE 6 DOOR CONFIGURATIONS101011HR C ' 60 3!1•NAx °•MAX A."Ax , /•MAX - 3•NAX .Y MAX .•M4X (I INTERIOR MAX 1 NAX MAX 104'NAX MA% i 1 t .'MAX " p•MAX MAx 31 l/Z'MAX x a�. . e 88.3lA• Fa 29]!A• IV MAX MAX ...�--...26 9/A• MAX 7/A• t 16 p Ii MAX 2 15 9 24 [6 60If�• O 1 6G X swig- 2d' .� l0 W MAX. .t ; :•!';i'•4:",: •.•t�.yrti t:..;fS / .. .. _ tNIA.9 2•MAx°•MA% I .•NAx .y MAx 16 MAXMAX.•MA% SEC GL4ZIMG tlCTAII ERIOR 17 EX'T O 90 Iviv o.c MAx 5 1Y MAx ` SECTION A--A NwX IS•MAx1 r_4 MAX IN-SWING OTHER CONFIGURATIONS MAX Max ' ce a�ir�c nerai� , � MAX T NAx 68 314, 68 7n• [SfvQRVimxvvlLLivµS 95II�A 2 MAx MAX 7r 1/2. ��1I 4!MAx E7IitA,w, WW LA•w GAI x MAx • � - F7Li7tIRR � ' � a LININ i!t<ESS WED fm DEC ,�, am-IR m Mo.Sim 11 n alt a�wwn c a c.ara i +rnlSc.e7rtcCvrrMrrfl ` UR REV 5i Qai 61 NIFRIiai HY r.V,r tiCIXa?trut3%A WINE s Aaoeo ruz s rcpry mliws� a �{n P.>jt t .... i tl �'•"'�µ yIG' NOUN rlli3lDA lltOdpS lM6S x]!R fR•(Tlli P1Y I,1C rcwCS �t rl; a nE pt f�lr .M( {_I �tlCi SYSTEMS NAt1: SCA[I ,3..�'�'14� •. - 1 p �U11 �lJ �rsu{us+mca x w ACP scans G,r t R ,UO7\ ENTRY J 1 JT�I't) 31 12Q;3,•�k.7yW�.+•Irl GLASS BITE �9tL 4 a� Aoa mK4 aaA m.r((iwrw.S n PROnC, OttilYlSl7e1 suE.Ef (RI ( t AOLpM51 �M R N R SYS M SiiEEF:5:0 -� ua• rENaEkeOrNass +ncmcr�F 31-1020-EW-I :•r„� .r. 8�1tn1NCCnuHCO1MLWNCEp�PtCE Pf{S56lRfi.Ki6676Z {' P81.aN000CECOAtPUutGEaF RC^�FrarlC:xp Otr03t4.l� :•R�11�B7:11k�1LR ` ACE arsxz Sr�Et 2 OF 6 X uan 1 t ACCEPT.INCS NG• ' .r.Y.i�'f pw ••'• ,. i � • gam{' . d 9 � H y m 4 c r4 a� E 25 °r3 '.� a d JIWIIJ Il��p Ma i �litd�IUV J. U A110 s 8 1121 JacksonvilLe each, BESTCON Homes N L0 x » : CD 41 7 � n � � N N 3 Cu 0 O W m ty ry rr� J C � N N Q) Q C1, W d Q � L W.. ., _. _.._.... .__.._ _m. _. _. .�._. __.,._..,._ _. ... .._._.__... I .___..._ _... __...... _._. _.._. .._ _....... ._. j I I I _ ...._ _ _imp _ __ . _ _ _ __._..____- _ _ ___ -_ •- _ _ _..r_._ ___ I . •�._, � 'a..� ail_..� �.._�.f{ .�,_, i i ._,i'�T_i�- I ,tet ', _s-i_.1;.C__.(;._i-- I I I ( 1-..�... .._�...,, I I ! I i I I i t l i i I I ; I i t i i ii 1 109 I ■ rrw� _- . ............ ---------------------- ....... ro -------- ru ----------- Cn_. __ _. __ _._.__. ----------- NEW El El E F71 E� E El El -------- ------ 0 LL--- ----- El F-1 F71 E El 7 El F� 1= 1= [� HTF osl Ulm ? i� r7 f i r � LL z o v rn .t m � C 2? a LL 0. • JOB NO, 05-B1-0062 . Shearwater SHEET TITLE SHEET GOVER L Ao.o ------------ r T � d j � Periods only used on one word abbreviations, if the abbreviation a _ . is a different word by itself; e.g. ARCH., BIT., and LAM. INDEX m N al ABB' REVIATIONS Periods are usually used when abbreviating multiple words, unless they o GENERAL NOTES are very common without periods, e.g, AFF, HVAC, R/A, and WWM. oro } .S' L? $ n E a A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P P.BD. PARTICLE 00r',RD ARCHITECTURAL Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.0.0. FURNISHED BYQT'HERS PC,CONC, PRECAST CONCRETE AU.O COVER SHEET ACC ACCESS F.D. FLOOR DRAIN P,E. PORCELAIN ENAMEL A. Vapor Barrier shall be applied an all exterior walls. install as per manufacturer's AC.T. ACOUSTICAL TILE(CLG) F,E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR FT. FINISH FLOOR(LINE) PERI PERIMETER A1.1 INDEX ABBREVIATIONS SYMBOLS AND 2, Minimum Design Loads; A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING f f B. install#15(min,)felt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) GENERAL NOTES FLOOR: 40 P.S.F,Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 10 P.S.F.dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER No staples Mowed. AGG AGGREGATE FLR FLOORING) PML PANEL A.H.U, AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) /��/ r' � ROOF: 40 P.S.F.Live Load ALT ALTERNATE FN FENCE LAI OATS T 9 10 P.S.F.Dead Load D. Flash all roof to wall conditions. PR PAIR(OF) ALUM ALUMINUM PND FOUNDATION PREFAB PREFABRICATED r� � Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5"(min. au owns gauge PO.27 a aluminum with baked enamel finish, Downspout W be 4" A.P. ACCESS PANEL F.O. FACE OF PSF POUNDS PER SQUARE FOOT A2.0 FOUNDATION PLAN © s AFX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PTN PARTITION A2.1 MAIN FLOOR PLAN w a ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A.O ASPHALT TILE FR FULLSIZ)(ING) FV PAVE(D) LCHL RI A2.2 BONUS/ SECOND LEVEL FLOOR PLAN L ..� 3. CONCRETE 6• INSULATION AUTO. AUTOMATIC F5 FULL SIZE PYO POLYVINYLCiiLGRIDE(PIPE) AVG AVERAGE FTG FOOTING PVMT PAVEMENT q AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation r1 A2.4 FRONT & RIGHT ELEVATIONS each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior or to unheated 6S B WIDE BASE CAB, .8 GAUGE `j( Q,T. QUARRY TILE [� where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. BD BOARD G G.B. GYPSUM(WALL)BOARD Structure or as mitigation due to these occurrences. R-11 batts at fireplace chase walls and under fireplace unit. BF BITUMIN-FOLD(DOOR) G.C. GENERAL GRADING R RISER(DN STAIRS) A2.5 REAR & LEFT ELEVATIONS g g p BIT. BITUMINOUS Gp GRADE OR GRADING to ]■ l w RA RETURN AIR r--'- �I BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS rr �• BLDG BUILDING GFI GROUND FAULT INTERRUPTER RAD RADIUS BLK BLOCK(CMOs) GL GLASS OR GLAZING RBL RUBBLE B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN , and structural designs due to inadequqte soils or landfill occurences shall be the BM BEAM Q.I. GALVANIZED IRON REFR REFRIGERATOR DETAIL SHEETS responsibility of the"Builder•Developer"or its subcontractors involved with the design and 7. DRYWALL B.M. BENCH MARK GT GROUT REQ REQUIRED .w r installation of such;and the Architect shall not be held liable or responsible for their SP BI-PASS(DOOR) RES RESILIENT t err► w1 Implementations, A. BAG BEARING H 42"H 47HIGH(WALL) REV REVISION(S),rIEVUO ADA WALL SECTIONS p All walls to have�"gypsum and a!1 ceiling to�lpswm kjl ceiling board unless BRK BRICK n HB HOSE BIBB REINF REINPORCED(ING) noted Otherwise. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING AD.2 MISC DETAILS Use water resistant B• BSMT BASEMENT Hp HEAP pit WARD R-113. REINFpRCEDJUNC71pNBOX gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING A D.3 MISC D ETA I LS C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE per local codes or specific sail conditions,whichever is more restrictive. BVL BEVELED HDW HARDWARE RM ROOM AD.4 MISC DETAILS B.W. BOTH WAYS HGT HEIGHT R.O. RDUGHOPEN WG H.M. HOLLOW METAL R.O.W. RIGHTQF WAY cp 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET HORZ HORIZONTAL R&S ROD AND SHELF(S) AD.5 MISC DETAILS ?� C.B. CATCH BASIN D. Soil test must be approved by Geo technical Engineer prior to footing pour. CEM GEMENT HR HOUR U) � Hdi. HALF ROUND(WINDOW) SC SOLID CURE(DOUR) o 9, DOORS&WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SOH SCHEDULE CF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR E. All concrete footings are designed to bear on minimum soil pressure of 3000 p-0.and CHAM CHAMFER HVAC HEAT INCIVENTILATINGWRCOND. SEC SECTION n o '� shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. C,1. CAST IRON HWO HARDWOOD(FLOORS) ELECTRICAL O U LL reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. CAST-IN-PLACE CONC. S.F. SQUARE FEET m SF.GL. SAF'ETYGLASS m a Or local Codes,Whichever,is more restrictive. B, Door and window infiltration shall be in accordance with local ordinance and shall meet CIA CIRCLE I.B. IRONING BOARD S.G.D. SLIDING GLASS DOOR C M performance standards ANSI/AAMA 101-68 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE ' I.D. INSIDE DIAMETER SH SINGLE HUNG 08 SHEL.F(VING) M ca and the CRF shall not be less than 55. CJ, CONTROL JOINT pit CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET a 3 N CK CALK(ING)CAULKING) I.M. INSULATED METALSHTHG SHEATHING E1.1 MAIN FLOOR ELECTRICAL PLAN - g o) F. All concrete shall attain a 28 day compressive strength of 3,000 ps.I. CL CLOSET OR CENTER LINE INS OR IN5UL INSULATED(TION) 51M SIMILAR (U E1.2 BONUS UPPER FLOOR ELECTRICAL PLAN a� CLA CLEARANCE) 7 CLG CEILING INT INTERIOR SKL SKYLIGHT a C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CL5 CL05URE OR CLOSER(DOOR) SL SIDELIGHT OR SLEEVE o a G. Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors and in windows as per kcal codes. CM GENTIMETER(S) J J JT JOIST (FLOOR OR ROOF) SNT SEALANT v 0- a encasement of utility lines is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT SPC SPACER SPEC SPECIFICATIONS utilities lines well below slab. C.O. CASED OPENING I� KO KNOCKDOWN(CELING) SPK D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN K KIT KITCHEN ,ST (AUDIO)SS$,'E R(S) openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT SSD STANDARD S EEL H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs GOND CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE including patio, porch and Sidewalks. COND (AC)CONDENSER KIS KNEE SPACE CONST CONSTRUCTION STL STEEL 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. !AMINATE(D) STR STRUCTURAL 1. Provide'ZipStrip'or tooled control joints where indicated on the foundation plans. CO RR CORRUGATED LAV LAVATORY(SINK) SO SQUARE p 1 p CORK CORRUGATED SUS SUSPENDED DIMENSION ?q 0 T E A. All electrical and plumbing requirements shall comply with local building codes. All Outdoor, CPR COPPER L.3.0, LOCATION BY OTHERS S.W. SHEAR WALL bathroom and garage Wall receptacles shall be prowided with ground fault circuit protection. C OR CPT CARPET LIV LIVING Service panels to be(min.)20 circuit,100 amp,11 O wolt. CRS COURSE(S) L.L. LIVE LOAD T T TREAD(A7 STAIRS)OR TILE 4. FRAMING L.P. LAMINATED PLASTIC T.B. TOWER BAR CSMT CASEMENT L.T.T LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE C.T. CERAMIC TILE . LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. fallowing: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CX GONNExTIpN CTR CENTER OR COUNTER LVL LAI,A VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS)eAerlor. LVR LQUVER T&G TONGUE&GF;OOVE 2800 sl In Bending,Fb CY CUBICYARD TEL TELEPHONE P g ■M■ M MAXIMUM) THK THICK(NESS) - 285 psi in Horizontal!Shear,FV C. All sewer and water sleeves to be depth and separation as per local code below adjacent t2"0 12"PEEP MAX MAXIMUM 2,000,000 psi in Modulus of Elasticity,E finish grade. D D DRYER,OR DRAIN MAS MASONRY THR TOP OF THRESHOLD T.O,C. TOP OF CONCRETE S DBL DOUBLE MAIL IAATERIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET II T.O.M. TOP OF stress+875 p.s.i.,(1000 psi repetitive)or better, D. Provide main sewer clean-out within 5'-0"inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH ;AECHANICAL T.O.W. TOP OF WINDOW DOW DEP DEPRESSED MFR. i.IANUFACTURER Otherwise. TR DR TRN TRANSOM(WINDOW) DET DETAIL MH fAANHOLE TP TOILET PAPER HOLDER VARIES E. In all buildings O.F. DRINKING FOUNTAIN MIN 4NIMUM G. Unless otherwise noted,provided: gs a continuous conduit shall be installted from the water meter t0 an exterior Tv TELEVISION OUTLET OR LOCATION e 01 remote water meter reader at a location to be approved by the Water Department, The OH DOUBLE HUNG MIR t IIRROR TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in Conduit shall be capable of accepting a low voltage minimum 2 mrvducLor cable supplied DDI DIAMETER MILD M ULDI ANEpUS a building in accordance with commentary and recommendations as published by the Truss and installed by the electrical contractor.The cable shall be capper and a minimum#18, 01, DEAD DIM DIMENSION MLD MOULDING METER U UC UNDERCUT(DOOR) DOOR) Plate Institute, The water department shall make the connections. DN DOWN(STAIRS) MMB MEMBD MM RANE UNF UNFINISHED D.P. DAMP-PROOFING M.O. MASONRYOPENING U.N.O. UNLESS NQ1 ED OTHERWISE DIMENSIIONS ARE TAKEN FROM FACE TO FACE OF hhASCt,R' `~ DR DOOR MOD MODULAR r UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2, 3 . DRY DRYER MACHINE MRO MARBLE ,/ V.B. VANITY RASE /, high density T&(3,Plywood subfloor glued and nailed. Panel span rating shall be APA DS DOWNSPOUT . VAPOR BARRIER 24/32 Exposure 1,with sealed edges. Detail per manufacturers'spacing and edge MTL METAL v638 38'WIDE vANrrY BASE D/5 DRAWER STACK(CABINET) MT MO ru recommendations. F. Water service shall be 1"minimum from each exterior shut off valve. LLION pit R D.T. DRAIN TILE MULL MULLION M VERT VERTICAL !;I ';'j l I i G. I i l I I !C I MULIED VIN (5HlrEl�VINYL DTL DETAIL V.S. VEGTABLE SINK DW DISH WASHER NIANOT APPLICABLE V.T. VINYL TILE 3, Y"underlayment(minimum)under vinyl or file on wood frame floor systems. 0. All shower head heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic DWG DRAWING N.I.C. NOT IN CONTRACT showers. OWR DRAWER NL �AINOMINAL 11 J�/ W3830 36"W X 30'H WALL LCAB .� NOM NOMINAL Yy W WIDE OR WA:;HINGMACHINE Fal EACH N.T.S. NOTT0SCA LE 4• Min'Y,2*high density O,S.B.wood roof sheathing with'H'clips.APA panel span rating shall WC WATER CLOSET EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DA7GM be 24/0,exposure 1,with sealed edges,Install per manufacturers'spacing and edge WO WOOD E.F. EACH FACE recommendations. IMPORTANT NOTE: DA OVERALL WF WIDE FLANGE(STEEL BEAM) E.J. EXPANSION JOINT ORS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION 04, UNCENTER W.M. WALL HUNG ELEC ELECTRIC(AL) O.CAO. OVERHEADGABINET WI WROUGHT IRON D. Roof truss systems shall befabricated with wood chords and wood webslnaccordanoewith ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICALPANEL O.D. OUTs11)EDIAMETER WIC WALK-IN CLOSET designs prepared under the supervision of a registered professional engineer. EO EQUAL REFERENCES & CALLOUTS N THE ARCHITECTURAL EST ESTIMATE O.GO OVERHEAD GARAGE DOOR WIN WINDOW IO OH OVERHEAq Wt W/O WITH OR WITHOUT E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOF(ING) � PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPT OPTIONAL W.R. WATERRESI-"ANT E. Roof vol of r manufacturer shall submit 2 sets of sealed shop drawings to builder for CLARIFY CONFLICTING INFORMATION. EXT EXHAUST OSB ORIENTED STRAND BOARD W.S. AI SRSpFTFaJER ATTIC VENT � Q EXT EXTERIOR W5CT WAINSCOT approval of roof trusses and beams W,T.W, WALL TO WAIL WWM WELDED WIRE MESH F. Min',' exterior grade plywood or OSB woad sheathing behind all masonry veneer,dryvR panels and cedar siding.See elevations for Ideations. (3. Pressure treated lumber t0 be used where wood Is in contact with concrete and for 2x4 mud SYMBOLS FORMULA:sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as t-.1 I_.1, 4, -, N;. *144 SQ. IN. = 1 SQ. FT. indicated on the plans. l + ; EARTH PLYWOOD BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG. SQ. IN, 1300 = SQ. IN. OF VENT REQUIRED SHEET NUMBER � SAND OR GRAVEL FILL � ; ; � ;I INSULATING SHEATHING � ) SQ. IN. OF VENT REQUIRED 12 = 50%AT RIDGE & 50%AT EAVES WOOD STUD PARTITION x;u-k"til' BATT INSULATION ,yr n� D DETAIL NUMBER OR SECTION KEY t SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 . UNLESS OTHERWISE NOTED ! T RIGID INSULATION PLAN 91 91 � . !f i ! BRICK WATM CLOSET a ANGLE 1"' ix (; CONCRETE BLOCKS a CENTERLINE AREA T _3 4 G ` :, �' CONCRETEy TTNB/SHOWER HB lie HOSE BIBB (FREEZE PROOF) MAIN FLOOR, PLAN 1902 SQ.FT. h STONE SECOND FLUOR 742 SQ.FT, �1 Q c " I&-- GAS GINE STUB STEEL LAVATORY z; o TOTAL A/C AREA 2644 SQ.FT. Q (� PENNY a U.a -`=y DIMENSIONAL LUMBER DOUBLE SINK FRONT P 0 R(C H 143 S Q. F T`. J PERPENDICULAR LANAI 186 S Q. FT.. ■ JOB NO. 05-B1-0062 �ml R PLAIT: BLOCKING . GARAGE 455 S Q.F T.SINGLE SINK Shearwater ROUND OR DIAMETER FINISH GRADE WOOD TOTAL AREA 3428 SQ.FT. SHEET TITLE SHEET INDEX A1 . 1 601 lalLe, ------ _...._ _ ..... - - MAIN FLOOR NOTES r U NOTE-FLOOR = 9 -2 K 2 42'-0" 1244 1. WINDOW GRILLS ARE STANDARD IN FRONT c� OR 23'--3" 18'-9" AND SIDE' ELEVATIONS AND REAR ELEVATIONTO BE CLEAR GLASS. ]t I m � 2. ALL UNDIMENSIONED PARTITIONS ( 'I`'I`) 2 $ ARE 3 1/2 ROUGH. g ti r n r u r rt t 1 / 1/ N ZL 10 4-6" 4�-4" 3-4 3'-4 3'-4'1 4'-�5" 3. ALL ANGLED PARTITIONS ARE 452 22 DEGREES UNLESS OTHERWISE NOTED. 6' 4. PROVIDE MINIMUM 2-2x12's w/ 1/2" 2 .9 8 9 8ER e PLYWOOD FLITCH PLATE AT ALL EXTERIOR 6' 5" ,-4Y2n WALL OPENINGS AND INTERIOR BEARING 3060 SH 3060 SH 3060 SH 3060 SH 0 96" AFF 096" AFF 0 96" AFF ® 96" AFF WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE Li 10' WALL HEIGHT NOTED. ALL SUCH CONCENTRATED LOADS 1- r SHALL BE TRANSFERRED TO FOUNDATION Ln 8" SO FRAMED 3068. VIA BEAMS, POSTS AND/OR SOLID EXT ,-LIGHT 3060 SH a � COLUMNS (TYP.) 0 96" AFF BLOCKING. , 6. ALL EXTERIOR DIMENSIONS ARE TO FACE [, LANAI OF STUDS UNLESS OTHERWISE NOTED. w19, 7. ALL TRUSSES TO BEAR ON EXTERIOR uj 23'-30 X T-0" WALLS AND/OR GIRDER TRUSSES UNLESS - n OTHERWISE NOTED ON FOUNDATION PLAN. `„ 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, A MASTER SUITE THANGERS RUSSES. & SET SPACING FOR ALL Tr "' (2) 2668. (2) 2668. (2) 2668. 1 1a' CLG. " 9. WINDOW SUPPLIER TO VERIFY AT LEAST R 1-L 1-L 1-L cal 18--2 X 14-6 ONE WINDOW IN ALL BEDROOMS TO HAVE c° I 3'-10" HB A CLEAR EGRESS OPENING OF 5.7 SQ, FT. Y - - .�, .�.. — _.._ — - - - - ._. — - - ._ _. __ � - - - - - - - � � � ^ � � — � � - - - LL� � - - - - - - i WITH MIN. DIMENSION OF 24" IN HEIGHT AND 3'--7%2" 1'-21 "2'-3%" 1'-6% 4'-3%" 5'-9%" 3060 SH I 20" IN WIDTH; SILL HEIGHT NOT GREATER @ 96" AFF v'I 3060 SH THAN 44" ABOVE FLOOR, `} Ln I aI ® 96" AFF 10. BALLOON FRAME ALL EXTERIOR WALLS u- — of (ABOVE 8'-1") TO UNDERSIDE OF ROOF .». [�] 0 Q Q r -----F SHEATHING - PROVIDE FIRESTOPPING r'�""� I� _I� N 3060 SH a I �L EVERY 8'--0" VERTICALLY IN WALLS > 8'-l'. 0 96" AFF I I 2668 11. ALL HANDRAIL 8ALLUSTERS TO BE 2868 SPACED SUCH THAT A 4" SPHERE CANNOT LL- b, I I 17;�-11, t I I <� PKT PASS BETWEEN BALLUSTERS, I I r1i i a l I i 12. ALL ELECTRICAL AND MECHANICAL �' I I N R VAULT GREAT ROOM I r i 48"x48" GLASS EQUIPMENT & METERS ARE SUBJECT TO I UP VAULTED CLG. �ij BLOCK 080" A.F.F. RELOCATION DUE TO FIELD CONDITIONS; i L — —L �, � 23'--0" X 23'-0" � � _ lY � I' �" CONTRACTOR TO VERIFY. p N � r i RN '-5%" �2" 2'_7n 3'-11%" a "' zl -j �' 2411 13. FOR ADDITIONAL NOTES SEE GENERAL i 5;I �' I D/S n NOTES ON TITLE SHEET & DETAILS. a ° r i 10-0 CLG. 10'-0" CLG. ti m� ,�, wl i -- z 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE 4- — `! 7I 2668 i ECESSE 96 ABOVE FINISH FLOOR (U.N.O.). I p i M-I i N OWE 15. WINDOW MANUFACTURER TO TEMPER ALL c ^-, N i � ______--_-_ a can WINDOWS 2' WITHIN DOORS, OVER TUB & w �, i __-_ ----- �. of R S a J SHOWERS 7 WINDOWS WITHING 18" OF THE SECOND FLOOR / a Q 3060 SH - - _. — _ — _ - - � � - - � — � _ � _ _ _" — _ _ � — � FINISHED FLOOR. a. CL R - 2 Q 0 96" AFF o 286,8 A PONYWALL 1" � c' " 10' CLG. 10' CLG. a 3' 11" , 3'-1�" ABV-NOSE OF B TH 2 % 3-0 31-1 i TREAD w/ OPEN � -' 12030 SH T. 3060 SH HANDRAIL s� ,� 96" AFF 4p.5" KNEEWALL I ® 96" AFF R 1 11 N I CAP » 14-3t'—OY w/ 1XBARTOPW/15 2668 ri 6'-9Y" n, CD z: WAI 306a SH 24" 24" 24" 18 RISES ® 96" AFF ' � L/S �� BC - i D/S BC 0 7 5/8" R R I • i i `� �i � �4.�y SINK wl DISP. - I RANGE w KITCHEN �' BEDROOM 2 L.. IR Rb �1» MICRO H000 10 CLG. I 2068 10 CLG. i c i C 19'-0" X 14'-0" 15'-0" X 11'--6" R (12) 8" GLS BLKS ® UTILITY , i WISP{ H 54" AFF UTILI I I i --� II 306 SH aat 0 0 _,I ¢ 2868 6'-VA X 5 1 i i VENT THRU (� 96 AFF `" O 148» PKT D/SP ci SLAB I Y _I �'I BC I I a N I — _ _ _ — ^ SECOND FLOOR— 2868.._ N - ... I -- _ -- wIH --1 -7"co 14'-0" v IREF FN ' OISP I � L) Ln I n i 2068 2068 22 1/2" x 54" _ PULL DOWN -- - — -- — 4080 SQ. 4080 SQ. ATTIC ACCESS 3'-3" 2'-11%" 3060 SH OPN. OPN. rn �' ® 96" AFF L 41j II II C) a DINING ROOM 7080 SQ.; ENTRY -� I I I OPNCLG. . tp CLG. I I s � 14'-0" X 12t--6» I I 5'-0" X 14'-9" GARAGE ' 10' CLG. I I i I 20'-1" X 22' II 3060 SH ( I II ® 96" AFF II ._. - - - - - - - - - - - - 10' WALL HEIGHT i 3060 H 3060 SH \ / a 96" AFF 0 96" AFF HB , EXT. 3068 w / t CD 10" SIDELIGHT NLl FRONT PORCH ' � 19'14" XL5'-9" �. � , rt PLAN F1 � c a M 4 p A REA TABULATIONa a g1' SQ FRAMED �' n � COLUMNS (TYP.) v z MAIN FLOOR PLAN 1902 SQ.FT. ° a c. , j. a , a iE a a SECOND FLOOR 742 SQ.FT. _ 3-6 7 a 3-6 "2-8" 2-B 1, 10-4 t / N ° ; JOB dP O. 05 B1-0a62 14'-0" 5t^4» ti 20-8 2'-0 4 A G TOTAL A/C AREA 2644 SQ.FT. � 42'-Om, FRONT PORCH 143 SQ.FT. Shearwater LANAI 186 SQ.FT. FIRST FLOOR FRAMING- FIRST FLOOR PLAN GARAGE 455 SQ.FT. SHEET TITLE SHEET SCALE: 1/4"=,'-0" SCALE: 1/4"=1'-0" TOTAL AREA MAIN FLOOR PLAN 3428 SQ.FT, A2. 1 i r . 9 d Gym pp N r r �1 � pQ p a L ma Z 42'-0" 21 15'-7" 5'-5" 5'-9" 15'--3„ CNyy p 7 W O O LL I COLLA a 07 Co y �d > w � v rad OPEN TO BELOW I Q� Cl) 9' 8" 5-11" T WALL HEIGHT Xti WALL �...■ Fill k �D/S 10 I LOFT BATH 3 ro c� CATHEDRAL CLG, VAULTED TO 8' CL BEDROOM I I 3—9 3—11 I —611 13'—Ow X 17'—U" CATHEDRAL CLG, 2668 14'-6" X 12'-4 3050 SH N I7 �h n n I� R C) 3050 SH 84" AFF `1 0 84" AFF < N r- W S.. — _._. --� - - --- --- .� — ._._ — LJ _ - - - - _... ...._� � - - _ __ --- - _ - - _ �. — _.._ - - - - - - - - R Q 3050 SH - '-7y2" 2'-8�2" 5'-5y" 3'-5 z" °° 3050 SH _ Z ® 84" AFF �.i.. 0 84" AFF 12FLAT12 U _N co W `n VAULTED TO 8' CLG. r` 5'-2%" 5,µ6n c, _ ® 2668 rn cV N I I I I I N a i D } DO i VAULTED TO LG. R SES RI ES WALL HEIGHT 2030 SH 2030 SH ZD zi ® 66" AFF 3 STACK 0 66" AFF SHOE RACK TOP SHELF 0 36" A.F.F. ;rte 3'-1n 11'-p)/2" 5'-2%„ Y-11" 5'-6 4'-4" 3'-10" 51-1- 33—in '--1"33-1" �. Zo 42'—On qj vf7l SECOND FLOOR FRAMING SECOND FLOOR PLAN PLAN SCALE: 1/4"=1'—D" SCALE: 1/4"=l'—O" F� AREA TAB ULATIN W � LL V co 4 O MAIN FLOOR PLAN 1902 SQ.FT. ' � '-m 0 k - � oar SECOND FLOOR 742 SQ.FT. a u- a. a TOTAL A/C AREA 2642 WIT. • JOB NO. 05-BI-0062 FRONT PORCH 143 SQ. FT. Shearwater LANAI 186 SQ, FT, GARAGE 455 SQ.FT. SHEET TITLE SHEET TOTAL AREA 3428 SQ.FT. SECOND FIOORPLAN A2.2 L ,.11111111 I �