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Paradise Lane 790 2 BY WOOD BUCK 910 x 11/4' MINIMUM EMBEDMENT OR I] 3/16' PFH TAPCONS WITH 4.563` 1112, MIN. EMBEDMENT (TYP) I MM OIAIL F INSiALLE0 Xf Al MIN PKIEVED BY A CAVI U (2) PER HEAD JAMB 609S98 IINI THE 011E KIM THE W IF CA l OR Ulm 114' OAP MAX. WIDE 311,is LEGS 1w 6 00. VUt M V11 IS INS1AllE0 IB W911 E AREAS VffERE K ull AMD ilk AREA ARf[SiM 10 ACCEPT VAIER IfILiRAl10N. l 750' al ISNRF�m MORE VVV10RE VAi mLIhim 10 GVIUNi IS Up I REo01UNi IS N01 Ell Pa it ve a oved + s N i p r ° l 1.25 MATERIALS LIST ]ILA Na ilscilPfllw PART wii CaMMENiS © °"� W00D-HEAD JAMB EV-12 I IN x 19/16'NiL, I0 BE&0 Q COMPRESSION WEAIHERSiRIP A (R N O 0 - 1 EW 10 /4'x4 'MTL, 10 PC. V 4 FIXED MENLO , f t-,, ,. 0 iqP CHANNEL EV-05 ' 61 11/15' INTERIOR79 5/16' ` ' ' EXTERIOR © STEEL WIN 26 ga,(,011 +,002 10 KII1&11180 694 MAX ° PW[jAN[ A BASF FOAN- DENSITY 2.010 2.5 Ib5./1t' ° ' © 8017DN CHANNEL , ' 9 WOOD LOCK BLOCK EV46 j, °,, 6• O WOOD STR K ST1Lf EV-01 111/16'X 1S/lb'X 19 5/16'MR,iD BE W00p 1 . 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SY M 31-lOZD-EW-I ACCEP7 ICENp 01-0314•rg ,.. � V8' i<rIWEREO GLASS ( MGCOOECOUPLWx60FFCE rcbb]cr SHEET 2 OF 6 REYISAIN tEtTEIC .:,•„MRO.' ..t..• ACCEPtANCE No. /lum SCO Product Ratings Effective: MZrCjj 3,2002 PROIDUC n LINE LILTING( sf) SIZE(in) M40/50•-SH +30 -35 53x78 Standard single hang +30 -35 36x96 N40HP/50HP—SH +50 -60 53x63 Nigh performance single hung +50 -53 53x.761/ +35 -35 53x96 TW—SH +50.. -50 5308 Tilt sash single hung +35735 53x96 TB••-Sly +50 -50 53x96 Tilt thermal break single hung VIP—SH +70 -70 53x78 Impact single hung RW HP +35 -35 127x61 Nigh perfarrmance horizontal slider RW XHP +55 -55 74x51 Extra high performance horizontal slider -4-45 •45 112x63 M2/3/4/5 SG® +35 -35 4065 panels Standard sliding glass door +30 -30 3080 panels 2"Sill M2/3/4/5 HI'SGD +45 '-45 4080 panels` High performance sliding glass door 2-I/2"Sill M2/3/4/5 YHP SGP] +55 -55 5080 panels Yxtra high performance sliding glass door 2.112"Sill 5' Ovide panels not available in M3&5 f Revised:134/04/02 n.,.. TV0 BY FRA LING N8 SCP.E11 ILISTALATIGN AUCIICR 1IpUU BUCk AIICNOR -•`-`"`� CAULK BCNINO _ '� '• COHLRE7E OR 11ASDNRY uDRAOW F"1)1 t)1pTH BY OYIfERS SCREW DIA,CONCRETE OPENING BY OTHERS CgtNI1l3 OR MASONRY CAULI: BEHIND VI14DgV FIW SCREW AHLHOR 1-1/B'HILI.EIIBEDIRENT OPENING 8Y QTItCRS �$ 1/('ACc. - BY OTHERS _ CAULK BETWEEN V9O8 BUCK SHBW AS REO'U, 1) S4LLHIMOA REG V,SOC SUINT Si A.SET TOD0FENJSTALIA11QHI AtiEHS�QPS tERCUSPAvLOAD G D RE R IiHnH 1u 6' 11 PRCSCNi. SHEA7NRlG W/LOAD 2) GDR I14YERIAL,ALUMINUM ALLOY L06a. TWtl BY FRAHiNG BY tlTiICRS l HASONRT OPENING 8Y O7HERS BUCK BBY OTHERS b 1110 SCRC10(N$TALLAi1GM ALLO' INST LL pr SurP1CIE1❑ LLNGrIT TO ACIAEVE Jilt,LpLC D,IGIY DULL(BY tlT11ERS 1-1/4' NIU. 2•(11Y P.)-1::+• BEARING S11R4 LI{BLAl1ENT I INSTALLATION AP(CtiGR W 1-IXB•Hill TWO BY vCQD BUCK.CDMCRETC$CREV aNCMCRi AT SILL MIST of pT$U4FILICN7 810 SCREW(TIP.) (HSTA4I ATIUI/ANCHOR I, CAULK BETWEEN HASOIIRY LCNGTN T8 ALHIEVC Pita EMEEGMENT OF 1-1)4•INTO MASONRY GR=;CRETE. _. Nt0 SCREW LTYPJ OPENING 6 WpOD BUCK 4) MAX ALLGVADLC SPACING DE7VEEN`MO SCREW ANCIIIIRS AND CGHCRETE SCRE'd ADG:GX$JA DE 24' S141t4 AS REp'D. � BY gtNCRS DC.RAX. W/LOAD 5) IF LAYER CAULK OR EWIVALC111 TLIR PCRINCTER SCAL ARCWIO EXTERIGR DP GuuR pY Oi,:C11S. 1!000 DUCK ANLHpR 6> IF ExACT DCGR SIZC t$NOT LISTED tel Apt BEARING$MIH SLIOIN4 GLASS 3/16• DIA COPICRETE LARGCK SIZE.FOR TMC APPRDPRIATC GCS tGN Pk[SSuKC RED•p,NCry�,GUAIIT ITY L!$TED vliN NEXT 1/4'IIAx. ,� pUOR FRA14E SCREW ANCHOR BY QTl!ERS )) FGR POCKET DOOR SIZES USE LLUSCST 6Y PASS GOGR SI t CDprIGURA7IL^I TG EINISM GPEIIB IG PLACE CONCRETE $HEW ANCHI RF 111 FRtJl17 GF ItDGK STRIP!.$$1{Uvry. SPACE --'--- -- — JANE - 6) Gr,ASS THICkNCSS NAY VARY pCR RCGWRCHCNIS OF AS1N IP 4S GLASS CMART S.S815LC GL).Z1t,G 1/4'MAX. 9) JANA.SILL CORNERS ANJI ALL 1AALSO O ANCHORS SILL ARE TG BE SEALED VITA A$IWLL '111111 �---1' 1-1/8•JUN. SHIM SPACE SEAH SEACCR. !tll _� `� EI4BLpNENT 101 ALL INSTALLATION ANCMDRS ItuST OC MAOI:at CDati"ICH RESISTAIIT IwTCRJHL S, -"' A 2' (I YP,) Il> NOT ALL CONEIGORATIANS E1SL�TCIt��A$8➢VC ARE$Hath!UN HIS DRAVInG,r,nUTvER 1pSIALLAII01 EXTERIOR $EC TlgN1,$EgTOH'R•.8 G jBIk,.DF1g1L APPLY 1G IN£YALL ATIdI DF AI.L COMP IGURAT1phS. V MIN. TVQ BY TYiESIg6 12) KlNC SERIES HA K B SLIGtN GLASS Dt1pR!$ SHOt/N. TINS PRINT ALSO APPLIES 10 efapq 3, El ISE BIIGIT WOOD BUCK • HARK 4 S MARK 5. rR.._..._T' - FIN FRA11G JAFIB EXIERIgR FINISH BY O'HIERS TENPERED GLASS BY OTHERSJIJL _A CTYPJ EKT, FINISH 1) INSTALLATION ANCHOR CHART BY pTHERS '•SECT PERY DliR CAULK -.�( ;� Nl0 SCRE%JS IN 3/16' DIA. CONCRETE A10 SCREtdS Eq• JLC I 1❑N a DY pTIRAS PEHIIIE'(CR GAUI.K--- BYRATkERS TER OAULIG $118[DHENT BY OTHERS NISH rS ALL OVERAU FRA14E HEAD SCREW 114 FRA14E S1f.L,JAI43 & [IfH1iCFS7121P HL16HT IZE SIZE W'TO. 46 PSf 6t PSF UP 7p 46 'SF 61 PSF Lip To 46 PSF 61-P sr v1l1DOW_-______�_ BYTQi IERS - TD TO 45 cr 60 Ta 70 se 45 TO Sr0 IF 71QN _ WIDTH F 60 PSF 'IO PSP _ SLIDOZ CLASS 5068 xO,0%, %X 60-11/16 a 80 1 3 3 3 3 3 DOOR FRAME �+I-----S.G.D.WIDTH . - 1!4'MAX 6068 X11,•qX,%X 78-t1/l6 x BD 4 4 4 4 4 4 1 6 SHIN SPACE 6 HEAD a 068 xxpQQ xx}f I9�69-I�"6 ><80 6 S 6 6 5 3 3 6 6 SILL. S1DOL D o a be xG o J04=5IPA --i---- ------ BY ➢TILERS - F.XTERJIIR S UION? !"1068 pX0 145-5!8 w DO 7 9 to y 7 6 6-'-- (, ° DOOR wo Ox'>4,- xX DXO 18L sTl/B xKOD 9 e y G s 6 6 24• OC. HEIGHT 12668 QXXQ, KXXX 144-11/16 x 00 7 MAX. <iYP,> p ��- o`,1T Op6D OX;(0 x 240-11/16 A 80 13 K 00 to 1j17 19 U _� _ 12 6 3 6 6 It `1� TELIPKRED 5080 41 Qx, X% 6D-11/16 K S 3 3 3 ] 3,T v3 6 6 6T' EDUAI.4.Y GLASS (TYP.) 1-1/D'PUNL 6080 xp,D%, xx 71?-It/l6 x 96 4 4 4 4 4 9 6 6 4 WS7 ALLAiION ANLNpR 8080 Xp,CX, %X 96.11!18 u 96 5 _ 6 b NE ICHT SPACE EHeCpMCNT his SCREW 99 xq (�oril/16 u,_9 6 Y 6 S 5 5 6 NE .9080 DX l0-S/ xx 9 •g'- 6 y 6 --6--.--6_.,_. AUCLI6I;S .�. 6 p o (7 YPJ 1/4'HAx CAULK BETWEEN 120BD GXq 145.5/B x 96 B 16 VOOD FRAHE E 15080 OX0 181-5/8 x 98 t0 3 I1 7 D 9 V SPACE A E100K STRIP 10 IS%IT`XXxX 1 -TTA w y 9 -161____ 1] 6 1S�_ ,�.d It'ODD OXXO, %xxx 144-11/16 u 96 7 10 IJ y 8 9 6� - 6 6 N p8 INSTALLATION ,a 16080 Ox%q,%XXX L98-11i16 x D6 11 Ill 17 9 12 14 6 6 6 ANCHOR SCREW p p .._..�_ _ f 1 _ TWO By 12D CRS ECOSO gxxp Xx%x 240-11/16 x 96 14 19 QP Id 16 18 6 _ 1,� 6 _ 6'HAX. I� - - TwO BY FRAMING 0 0 0 (TYPJ ° •tel I DY UTl1ERS �- SLIDING ME —� j`••yl— _ DGUR FNAHE SILL SLWING GLASS DOOR u➢pK STRIP 'TION I 6'IIAX.(iYP.) •�------- .UMINWJ ALLOY 6061. ELEVATION I- C -F n byOTHERS ATHINGR _ X MUST EE OF SUFFICIVAT LTH.TO LEVA 1 ION � ENDO➢HENT 1 �- )F i'INTO CFWJI14G MEMBER. �• C (-(•� �/r �j (-Ua•NIH. EXT.FINISH X 1 - 16•FROM CORNERS& 24'Q.L. VIEWED FROM EXTERIOR ERIO S � � � BY.OTHERS ��EI_EVAJM �KEMR .L.E-VAT - OXQ DOOR SHOWN Ing AT H£Ap&JAL US WITH DUO-SIL � PER(l1ElER CAULK 17X%0, X>(XX RLIGR $FI(]WN _. .. __. OF ICOIICREITE QR CAULK 1 I' S P HERS - w a,a ' AILD EDL•APPLICATION OF DUO-SIL TEMPERED CLASS BY OT SILL IPLY 1riTH SEAWIi IXAIJUFACTURER•S ----�-- -- - -- (T YPJ -""' ' a CA=BEHIND FIN AT VIII4001Y SILL. IC I N C a L I Ll, 14 BID ALE1R FOR PERIMETER SEAL ARDURp K I N C L✓I„ a 5255 pW{:INDS Ram) E YHE85. 9 JACKSONVILLE,FLORIDA 52254 INS7ALLATICIN ANCHOR SLIDING GLASS L.z/,... JACKSONViLU., FLO IDA OF LISTED IN ANCHOR CHART, USE a•�' a`•..,;' r r..__ _ 3/16' ➢1A.CtlNCRETE DOOR FRAME tip:•- T �"`7 _,,,,, _ '"``' „'' "t III C, SCkEV ANCHOR CTYP.) JnttEY1fiG SL1Oir1G GLASS pUl]R 4l/T1lq BY l✓plJp bUCIC 1]k FRw11F. . RTH 14EXT LARGER SIZE. .L-�,'•v,a•',Jr,c,, - INSTALLATION DETAIL. WOOD FRAME OPENING EgwCRM Elk-- '`'FI'' -•• / / i MAY VARY PER THE REOUIRLLRENTS �; ', FIN SiNGLE HUNG WINDOW M40/50 & 1440/50H1' MnSOF1RY OPENING �/ UPEP1114G pX / )>t / 0X0 / OxXO t %XXX iPlS1ALLAi'IpN llEIA(t Ut1S. SINGLE GLAZI140 IS SHOWN, BY OTHERS Z EKGtN[ER - OUALIFILD. YrLP. IHCItI[E81 t4ANUEL MARTINEZ OBN: � [ATC)IIFAIT('i ..i��Z�: IIANUEL HARTIPIEZV FIN JAI,19 p0 11pY REQUIRE . _W.LATLOH ANCHORS ARE ONLY RLq'D. � GSPUNE3.il,uJ^Jlouy„CIVIL N T� Y' G �Q, xK DpgR SHAWN FL RCD P4) CIVILRL V.L115 5HEET, �a- --ia:iial 4%182 RLN:tirrcpi ifter!! tiF [ ., �... .�_.w. _w. .ten,�.z. ..,....¢,,. �,�m� r. _ .c1r�r�� 471:2 790 �� ... i I DESIGN CRITERIA ,/z"W THREADED STEEL RODS SPACED PER SHEET If S-3. 1/2"0 THREADED STEEL RODS 1} LIVE LOADS: ADDITIONAL EXP. BOLTS MAY I SPACED PER SHEET # S-3 . BE NEEDED PER SHEAR WALL STUD WALL ADDITIONAL EXP. BOLTS MAY. ROOF...............................20#/Sq, ft., FLOOR.-........40#/sq. ft. TABLE ON SHEET # 5-2. #4 RODS CANT. I I � a BE NEEDED PER SHEAR WALL a 2) WIND LOADS: 4" CONC. SLAB W/6x6x1D/10 W.W.F. ort ft6FRMFSN TABLE ON SHEET # 5-2. THREE SECOND GUST WIND VELOCITY PER F8C-2001........................120 MPH - 1 (IMPORTANCE FACIOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING .....:.ice:. EXPANSION JOINT w I 51'UO WALL I RECESS SLAB 3/a"x 10" WIDE CCPi = (+) OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERED ROOF TRUSSES _ 3 COMPONENTS & CLADDING DESIGN PRESSURES "' GATOR NUT II 6 MIL. V,B, OVER CLEAN, I I AT GARAGE DOOR IIIA WELL COMPACTED TREATED FILL 6x6x10/10 W.W.F. 0 ROOF (ANYWHERE)= -50,1 Psf, +23,7 Psf I _ - 6x6xiD/10 w.w,F, p2 FItiE�tMESH CORNERS, ZONE "4" IS ANYWHERE ELSE. 3"x 3"x 1/8" O2 F16EftMFS _ WALLS: ZONE "5" IS WITHIN ft. OF COR x STEEL WASHER y4 RODS VERT. ON 48" O.C. & AT CORNERS. •r. " �`"r" ---- VERT. RODS SHALL BE HOOKED 6" INTO I � /d. a• a _ LONEFFECTIVE I f . PRE R (PSF) EFFE rIV IN R S f. PRESSURE (PSF) _ FOOTINGS O BOTTOM AND 12 INTO SLAB _ r •I j j I— -III _ 4 _ III 10.6 35.5 -44.7 TOP, FOR HORIZ. REINFORCEMENT, USE I N z " ; III I • •. ,• —LILT TOP PLATE -IL�1 I I �J I 19 p. HpRIZ. JOINT REINFORCEMENT � I i I d. (2)-#5 CONT. HOOKED 4 10,0 35.5 -37.8 5 HURRICANE STRAPPING PER 4 20•Q 34.4 -36.6 5 20.0 34,4 -42,4 SCH. "A" ON SHEET ;# S-2 ® OF WALLS p I (2)-#5 CONT, HOOKED 50.0 32.1 -35.5 5 50.0 32,1 -38.9 I)I= -�I I 1'III-- ON O.C. (MAX.) I & TIED AT CORNERS 4 — _� �Y MIN. 18' & TIED AT CORNERS 1 0.0 30,9 -36.6 - a ;. I ) I. I I--12" -� MIN, 18" 4 100.0 30.9 LLJ -33,7 5 O *�K SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES 'k>k - 4B" (MAX.) IN1- PLuS AND MINUS 5G ..� I -TI I I 1_20--] � TURN DOWN SLAB DETAIL s a CONSULT ENGINEER ,: GENERAL STRUCTURAL NOTES: 1/2"0 THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING TURN DAWN SLAB DETAIL GARAGE ROD PER SHEET # S--3. REINFORCED W/(2)-#5 RODS CONT, i 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL I EXCEPT GARAGE z REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE 6" TYPICAL FOUNDATION DETAIL WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER _ — — — — — — — — — — _- 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 7/16" OSB NAIL w/ CORNER DETAIL _ _ _ _ _ TO COMMENCING WORK. 8d COMMOM NAILS TO I (f) Q CD 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 DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # S-2. I -T 6x6x10/ip w,w.F, a{2 FfBEftMlW$►t W aj C� ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. f �� 0 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR 00 �^ REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM SPH, "SIMPSON", STRAP =I •, a a __I m J- w 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6" SPF y2 16" O.C. SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"m THREADED STEEL THREADED STEEL RODS SYSTEM TOP PLATES -;I (2)-#5 RODS CONT. ]- M C� Ln z 20" � m L1.J � 0 ROD PER SHEET 5-3. x � - �r EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, INSTALLATION INSTRUCTIONS , 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRER DESIGNED STEEL COUPLER � <z FOR A 2000 PSF SOL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING 1 DETERMINE THE STARTING POINT AND MARK EITHER THE x INTERIOR STEP DOWN DETAIL CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, ) FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS, "SIMPSON", U Z IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY STRAPS (3) CONTINUOUS STUDS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION ._... — — — — — ____ — — — — — — — ` -- — ` _ SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET, ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS ARE USED. POST STRAPPING 0 TOP " ERECTION, EPDXY GROUT STRAPPING ® TOP � 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS (N,T,S) (N,T.S.) t/2"m THREADED CONSTRUCTION NOTES: VSHEET. STEEL ROD SOLE PLATE SMALL BE � `�•I I� ANCHORED 1'p SLAB W/ 1/2"0 CON T ; Z 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED SPH, "SIMPSON", STRAP 2x4 STUDS THREADED ROD BOLTS SPACED 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI F PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 5% 6" OR 4"x 4" POST ® 16" D.C, PER SHEET # 5-3. ADDITIONAL COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING ` RECOMMENDATIONS. }' EXP. BOLTS MAY BE NEEDED ABU, "SIMPSON", 6x6x10/10 W.W.F. PER SHEAR WALL TABLE ON CONCRETE, ��` �� 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE POST ANCHOR 04 F16ERM SHEET # s-z, 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL �-- REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. OR UPON STRUCTURAL FILL COMPACTED r0 A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR a .• a •. DRILL 6" INTO CONCRETE BELOW THE �. F...-.,..,,+ MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft) _ ~ BOTTOM OF THE FOOTING. BOLT RUN DETAIL TYP J POST STRAPPING ® BOTTOM ANCHORAGE TO SLAB 0 BOTTOM _ _ IN ETHER THE EXISTING FINE SANDY SOILS, a� � 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR E �► F� - (2)-#5 RODS CONT. WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S) LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED �•• t� PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) POST STRAPPING A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL 4 REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, — ��- �•� ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. TOP & BOTTOM TOP & BOTTOM 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE (N,T'S) MISC. FOUNDATION DETAILS G LAP SPLICED A MIN. OF 36 BAR D AMETERS OR 24", WHICHEVER IS GREATER UNLESS Z OTHERWISE NOTED, 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT, W FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches H2.5A, "SIMPSON" H2,5A, "SIMPSON" H2,5A, "SIMPSON" SLAB ON GRADE......................................... ........CENTERED CLIP (TYP) OR ROOF 7RU55 CLIP (TYP) OR ROOF TRU55 CLIP (TYP) OR ROOF TRUSS `.J 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-D" AROUND CORNERS OR SEE SCHEDULE 'A" SEE SCHEDULE "A" SEE SCHEDULE "A" HEADERS PER SH 7. # 5-2 H2.5A, "SIMPSON"N" ON SHEET # S-2. ON SHEET # S-2, ON SHEET S-2. GARAGE ODOR HEADER ROOF TRUSS CLIP (TYP) L CORNER BARS WITH 2'-D" LAP SHALL BE PROVIDED. _ (TYP) SEE SCHEDULE "A" w n Q 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT _ ON SHEET # ;-2, j REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, + d 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR �t DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED w OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA36, "SIMPSON", 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 1/2"0 THREADED STEEL 1/2"0 THREADED STEEL STRAPS 20g x 24" LONG FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE C520, 'SIMPSON", ROD PER SHEET N S-3 ROD PER SHEET # 5-3 STRAPS. TWISTED STRAPPING FOR BUILDING" ACI 301. r SEE SHEET # 5-2 FOR # OF STUDS. �, V Q MA NARY I�1 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE 2 3yK s 1/2"m THREADED STEEL MASONARY UNITS, TYPE 1, GRADE N--1, NORMAL WEIGHT, WITH A MIN. COMPRESSNE STRENGTH ROD PER SHEET # 5 3 W OF 2000 PSI ( f m = 1500 PSI ), 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR 5. HTT22, "SIMPSON"- LTT19, "SIMPSON". W z ^ HOLDDOwN HOLODOWN _lE 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH AT EVERY OTHER BLOCK COURSE, MAX. 16 in, O.C.. 1. > ..,, MS4AM3G CONCRETE SLAB 6 in. LAP AT ALL SPLICES AND PLACED '' "Sim pspJi 0 slap? WQOD RAMING: 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER 3—e DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS E R LAM. VENEER LUMBER STRAPPING 0 TOP & BOTTOM STRAPPING 0 TOP & BOTTOM EXCEPT AT EXTERIOR WALL OPENINGS � DOOR JAMB SAWN LUMBER ANCHORAGE ® TOP & BOTTOM DETAIL C Fb = 1,120 PSI Fb = 2,500 PSI (N.T•S•) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING 0 TOP & BOTTOM FV = 90 P51 Fv = 285 PSI ON SHEET # S-2 OF THE DRAWINGS (N•T•S•) (N.T.S) JAMB STRAPPING TOP & BOTTOM Fc1 = 565 PSI E = 1,900,000 PSI Fc = 1,455 PSI (N.T"S.) (N.r.S.) V E = 1,600,000 PSI IN SHALL BE 7 16" ORIENTAL STRAND BOARDS (05B) OR BETTER, 3) ROOF & WALL SHEATHING / SPAN RATED AS SHOWN ON THE DRAWINGS, 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. SCHEDULE "C" 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH TOP PLATES SEE S "SIMPSON", CLIPS SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING ('YP) OR BLOCKING REO'D. ROOF TRUSS NOT SEE SCHEDULE "A" ON SHR. # g•-2 APPLICATION. FASTENING SUBJECT TO MOISTURE BETWEEN OUTRIGGERS SHOWN FOR CLARITY WALL PLATE HEIGHT STUD SIZE SPACING 2x4 BLOCKING * SHEATHING JOINT 2x4 OUTRIGGER A 153-80, 4" FROM GABLE ENA ® 48" O.G. HURRICANE CLIP H-2.5 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. / CONT, zxa SCAB FROM TDP To U-MANGER OR EQUAL 0 48" O.C, BOTTOM CHORD TO SERVE AS NAILER `� r 8'-0" THRU 9'-•10" 2x4 16" 7/16" STRUCTURAL ROOF 5HEA1'HINC _ V 1 NIN SUBJECT TO MOITURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 2x4 BARGE RAFTER CONT. FOR X-GRACING $' O.C. `� 4 PROVIDE CUP FOR 400 Lbs, FASTENING r BOTTOM CHORD OF COMMON OF LATERAL SHEAR 1 D'-D' THRU 14'-D" 2X6 16" I SHINGLE STRIP J 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. I I TRUSSES 2a" o.C, � BOTTOM CF10RD OF CABLE � C 14'-1" THRU 18'-6" 2x8 16" I I FASCIA 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 SPH, "SIMPSON", STRAPS I I 12d NAILS � $" o.C. "+ END TRUSS ��•`I• � 32" O.c. � 19'-0" THRU 22'-0" 2x8 12" zxa x-BRACING I = ) INSTEAD OF SYP #2. (7) 12d NAILS '� ®8'-D" Q.C. TOP CHORD OF GABLE END � � W 2X10 12" I I I TRUSS DROP 3-1/2" DOODLE TOP PLATE * * = THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. TOP TO I I I MAX, UNINTERRUPYED SPAN LENGHT OF TItE STUD. BOTTOM CHORD 0 8 ft. I I OPENING ` _ �,r F4 FROM GABLE ON IF HORIZ. CONTINUOUS BRACE CAPABLE OF SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS I CONT. 2x4 SCAB FROM TOP TO 2x4 BLOCKING 0 48" O.C. BETWEEN LSTA35, "SIMPSON" BOTTOM CHORD ® X-BRACING '� DOES EXIST. THEN THE SCHEDULE SHOWN ABOVE I I I GABLE .ND TRUSS Arlo FIRST SPACE ® 32" G,C. CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY, 2x4 SCAB IF VERT I I (PROVIDE ADDITIONAL AN AT COMMON TRUSS VERTICAL IF HIGHER THAN 48" (MAX.) r WEB IS NOT PRESENT I I TOP OR SOLE PLATE TO STUB, END NAIL 16d COMMON 2 1'0 FORM AN "L" SHAPE) `� I I % CONT. 2x4x8'#'2 SYP. LAIERAL STUD To SOLE PLATE, TOE NAIL Sd COMMON 4 (3) 12d NAILS (TYP) I 1 I BRACE ® 48" O C. AT X-BRACING ( I I BOTTOM CHORD OF 3 Li DOUBLE STUDS, FACE NAIL 10d COMMON 24" O,C. GABLE END TRUSS ( ] 12d NAILS DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" D.C. I I t (2)-2x4 TOP PLATE ISOMETRIC VIEW ` � 51-{OE PLATE �, � � TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON CONT. 2x4xS' #2 SYP SHOWING LATERAL BRACE TO W " I SCHEDULE "D" CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 O,C. ALONG EA. EDGE LATERAL BRACE ® 48" O.C, 2x4 STUDS 0 16" O.C, FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS GABLE END TRUSS \ ca (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS 7/16" OSS ON 1st. 2x4 BLOCKING 4B" o.c. -PLATFORM FRAMING- �� Q Z ) NAILED ON 4"/12" BETWEEN GABLE & FIRST TRUSS SUPPORT BEAM OR ` � PLYWOOD & PARTICLEBOARD SHEATHING: ROOF - 7/16" OR GREATER W - 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET CUP 48" O.C.. clip Musr GIRDER PER SHEET # s-2 PROVIDE A MIN. 400 16e OF SHEAR. I I � < 8" O.C. INTERMEDIATE UP TO 3'-0" 3'-1" THRU 6'-0" 6'-1" THRU 10'-O" 0 0 WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & * LINTEL (3)-2xB's (3)-2x10'5 (3) 2x12'5 PLATFORM FRAMING H 12" Q.C. INTERMEDIATE JAMB ** USE TWO (2) STUDS OF TWE SAME SIZE AS THESE OF TWE WALL BEING CON5IUEREO GABLE END !tel DETAIL �` � ' �r'' FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & iNTS3 D x` * ��. 12" O.C. INTERMEDIATETWO * (2) PLATES WITH A PLYWOOD FILLER MAY BE USED INSTEAD OF r � �U B N U TVI B E R THE THREE (3) PLATES MENTIONED ABOVE. STUD TO STUD STRAPPING � •� t 1 ' • NOTE t r r' '• UNBRACED LENGTH OF X-BRACING MAY NOT EXCEED 10 ft.. IF LENGTH DOES R * = OR SEE SHEAR WALL TABLES ON SHEET S-2 & 5-3. * = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED 10 ft., ADDITIONAL SCAB IS REQ'D, t _ SHEET NUMBER •'1 � -�1�� S --4 o f S-4 r�1 0 ' �za a FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: o FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE L5 15/32" PWD SHEATHING. DETAILS ON SHT AD.2 FOR ROOF � PITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR x`12 y SPACE FOR VENT VARIESI J1..„ _ STRAP FOR TRUSS ANCHORAGE (SEE p CZ)Z�i1Z _ ..,.- .-�.. SCHEDULE "A" ON SHEET No. S-2) GALV. METAL 0.H, a DRIP EDGE _ m 1 ,. WRAPPED 5/8" GYP. BD, CLG. ALUM. FASCIA `� OVER 2x8 M ��_1�. PERFORATED SOFFIT ALUM. 1/2" GYPSUM BOARD 00 Vi{ STUCCO SPF STUDS d 16" OC (MIN #2 ` ) of J d- w PROVIDE MID-WALL BLOCKING FLAT Of W d 0 _ WISE ® JOINTS IN SHEATHING �i W tf7 I 7/8 MIN, LIGHT P.T. 2x PLATE O py �, 1 TEXT. STUCCO - W I I �. 1 �•i'/� VENEER OVER m "¢ MTL LATHE AND p0 W VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED T— r i TO 16" PRE-ENGINEERED FLOOR m >- a 1 1 O 1 � 1 � 1 TRUSSES OR T.J,I, JOISTS @ 24" OG � �-•� Z (SEE FLOOR TRUSS ENGINEERING) cv z v © �°J 1 (b 1 cit LTJ cy FLQ n .. _ LiJ CG S Q Q U 15T FLOOR TO RIM JOIST BY TRUSS MANUF. � p U � � � 2ND FLOOR ��' �0 �• STRAPPING PER (SEE FLOOR TRUSS ENGINEERING) t o�a•(>r��a,` 4 � STRUCTURAL LO "o S40 TYP" CEILING BD OR 5/8" GYP, BD � 1 1, • T GYJ A \ �� ••�+� 1/2"0 THREADED STEEL RODS \ SPACED PER SHEET # S-3. ADDITIONAL EXP, BOLTS MAY z BE NEEDED PER SHEAR WALL TABLE ON SHEET # S-2. i �+ 7/8° MIN. LIGHT —PROVIDE MID-WALL BLOCKING FLAT � ! TEXT. STUCCO WISE 0 JOINTS IN SHEATHING a, a VENEER OVER �- Q MTL LATHE AND "" - —2x STUDS 0 16" OC (MIN #2 VAPOR BARRIER SPF) a � SP,T, PLATE TRUCTURAL / ANCHOR BOLTS PER _ry a Imo-•--� 0 o co 4" CONCRETE SLAB WITH ``' ' ` ::) 6"x6"x10/10 W.W.F, TYP. (3000 PSI, n W )IX Z- (1) # 4 CONT. FIBER MESH OPTIONAL). C) Z SLOPE GRADE AWAY ALL SIDES 6 MIL VAP " 2 A 17, (0TAI E. �..... ._.. �. OR BARRIER „•rte .. — ------ ' #4 RODS VERT, ON 48" O.G. & AT CORNERS. VERT. RODS SHALL BE HOOKED 6" INTO CD FOOTINGS 0 BOTTOM AND 12" INTO SLAB CO 20'(W)x 10"(H) CONCRETE C TOP. FOR HORIZ. REINFORCEMENT, USE FOOTING REINFORCED — g F�,®4� T,� �,<,Opr Sic-,�apvvv� W/(2)-#5 RODS CONT, ONgo6HgRC. (MAX.) REINFORCEMENT w OF T1I�c)ie �� J W 7�f=. 2 - 5O � UJA1� �, �� IOilS COT FLOOR SSE WAL... L 1..... AN 1/2-0 THREADED STEEL RODS SCALE-. 1/2"=1'•-O" CONTINUOUS FROM TOP PLATES TO CONCRETE. SPACE ON 60"0•C. �' d OR AS SHOWN ON PLAN. SEE i DETAIL "J" OF SHEET No. S-4 R TYPICAL BOLT RUN. IMPORTANT NOTE: C `J REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD.2 FOR ROOF FOR SEE DETAIL "L" OF SHEET No. S--4 FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES FOR TOP CORNER BOLT INSTALLATION. �z — 30# FELT OVER 7/16" OSB BOARD OR 15/32" PWD VnIFZEs ®avArF 404DG8 I SHEATHING. m I STRAP FOR TRUSS ANCHORAGE (SEE p•_„/B PLATE HG SH2MO a.,, PLAIEHGT. AIR BAFFLE BTW EA -" �.. DBLR/S _ W 3 I TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR) TRUSS TO MAINTAIN �— >- SCHEDULE "A" ON SHEET No. S-2) I --------------- -I -� - --- - - 1 1/2" MIN AIR SPACE ' ? ' THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING ; FOR VENT ` I CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: I . I I I I �� i • ,� E ____ ____ _ ° -im u'� _ GALV. METAL 1/2" CEILING BD OR 5/8° GYP. A) WOOD SHEATHING 10 STUDS NAILING SHALL BE 8d COMMON NAILS. DRIP EDGE BD TYP B) GYPSUM BOARD ATO STUDS NAILING SHALL BE 5d AND 6d COOLER I WRAPPED ALUM. ----- — - - -• -- �__.__.. �A F NAILS FOR 1 /2" AND 5/8 THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 m j �� i 1 - 1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. PERFORATED o 1 I 11 i 2x8 WALL VINYL/ ALUM, a :` : a,.• ` IiL_ , DESIGNATION REQUIRED SINGLE OR SHEATHING TO STU S SOFFIT , SHEATHING DOUBLE SHEATHING NAIL SPACING I a w �� O FA 1 STUCCO FRIEZE � � w , s�T I II I �oi I Kr 1/2"0 THREADED STEEL RODS z - . Lu II I K I z 716" OSB SPACED PER SHEET # S--3. 4C -#--- � ! -�S / ADDITIONAL EXP. BOLTS MAY PROVIDE MID-WALL BLOCKING FIAT � _ Q� I II I "p C) ip7� (BLOCKED) SINGLE 6' 12" WISE JOINTS IN SHEATHING CL II c°I1 I r�m c BE NEEDED PER SHEAR WALL - - -2x STUDS C� 16" OC MIN 3. Q a, _�____: s TABLE ON SHEET # S--2. #2 SPF) ( - U- 1 -n y, CA7HEDPAI• (1� 4 B 7/16" OSB ; � � I • • R 1= SINGLE 4" 12" 7 8 MIN, LIGHT ul z DM / I P.T, PLATE W/ ANCHOR x O 1 (BLOCKED) TEXT. STUCCO I g m BOLTS PER 1.4 I I VENEER OVER MTL LATHE AND STRUCTURAL' ONCRETE SLAB WITH W I VAPOR BARRIER 6"x6"x10 10 W•N/,F. 1�'P. _ ----n---- ----_ j �t w ,/ 5 v I e y a ,.� ADDITIONAL NOTES: I M -___ --- (1) # 4 CONT. o - (3000 P51. FIBER MESH �^ f wr ��' OMEDRAI m � OPTIONAL). — _ • ^• • m i �p33 �. 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED �_._�—.._ _, r i a I SLOPE GRADE �= a : � m I o AT TOP AND BOTTOM AS SHOWN ON DETAIL "F" ON SHEET No. S-4, AWAY ALL SIDES asFR cwn,PDw r . 6 MIL VAPOR BARRIER 2 z 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, z a z - ® ohe Ap SIMPSON , SPACED AT 32 O.C. AT BOTTOM AND ALSO APPLIED AT TOP #4 RODS VERT. ON 48" O.C. & AT CORNERS. m „ • VERT. RODS SHALL BE HOOKED 6' INTO O --, S �� PER DETAIL D ON SHEET No, S-4. WHERE SECOND FLOOR WALLS ARE '` FOOTINGS ® BOTTOM AND 12" INTO SLAB U aEE DETAIL. L OF SHEET Na. 5--4 FOR TOP CORNER BOLT INSTALLATION. SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST 20"(W)x 10"(H) CONCRETE 9 TOP, FOR HORIZ. REINFORCEMENT, USE FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED 9 ga. HORIZ. JOINT R��N,RORC,FMENT "K" ON SHEET No. S-4. W/(2)—#5 RODS CONT. ON 16' O.C. (MAX, ''' T�4FREAE) ED STEEL RODSFLAN JOB NUMBER 5 T 0 � W4LL 55GTION. SCALE. 1/2"=V-011 S;, Y SI-BEET NUIV6ER _j S--3 OF ' rnn cn TABLE SHEAR WALLS FRAMING c7 mmz a o � � O GROUND FLOOR) z =q ° -� THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE � s m ( e ) �-�19 � NOTED IN THE TABLE: 0 s A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS, ,,, � 1?",; l <<�f'rly 9'-1118"PLATEHGT. B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND d / 1 BOARD RESPECTIVELY. 6 COLLAR NAILS FOR 1/2" AND 5/�3 THICK 5'MARBLE 0 rz C) SOLE PLATE—COMCRETE SLAB ANCHORS SHALL BE 1/2"0 TH Il5rl!DC0 S%6E RDS v ° ° • ° r rn WHIRLPOOL m I� AS SHOWN aN o rn I t) S �' -3 �� Epmr (iRoorcb eoLTs iS ke(R G � wI.OW cv T c . : m SEE ► DESIGNATION rm REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO F d ' rn I r SHEATHING DOUBLE SHEATHING FLOOR ° d — �A EA RING NAIL SPACING ANCHOR SPACING � _[ J - - r _ " _ _ — N A 7/1 G„ OSB d m � a�60"Shower a v o — L J_ _V� (BLOCKED) SINGLE 6„ f 12" 60" O.C. m I Vic) C J CD m _W O n B 7/16" OSB cav ]} r 1 m SINGLE 4 12" O c7 r" (BLOCKED) / 60" O.C. I co r- I I 7/16" OSB SINGLE 3„ 12,. 0 T d- 4 (BLOCKED) 36" O.C. k k ,J xa a ° - „o OHC OHC I �LfOGIC�9) J�OU�l,E ��12 # I�„ Q.C. ak m x H / 11 -.NAIL PANEL ECID �2 '9GE5 OIJTo �}Ot1Bl� gTV95 LL, � a =r v Ca C7 U Q V-7 \ N I ° n ADDITIONAL NOTES: 4,T) (�Z`� EPDXY GrROQTE9 60M EACH 10" Loo , r0 ACHIeJE SPACING v v C7 _ a r V3 I a III I ° O m '� i n, 1) FOR LOCATIONS CLOUDED AS 10 , INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE � 0 0 I rv� i i o� Z I w BOLTED PER DETAIL "B" OF SHEET No. S-4. m � it i jr 1 I � Q W ; Z) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOOD F'CSTS SHALL BE STRAPPED Gt2 P➢ ° I I � 0� 1 i m �r AT TOP AND BOTTOM AS SHOWN ON DETAIL A ON SHEET No. S-4. �" 1 M �._.J t1l °' I I ? Z 3) FOR LOCATIONS CLOUDED AS SHALL BE STRAPPED PER DETAIL "N" ON SHEET No. S-�4. a CATHEDRAL v . N r 1 4) FOR LOCATIONS CLOUDED AS S- �•----.{ � r !T"1 � � 1 ,I � � 1 � 1 � � � n � , SHALL BE STRAPPED PER DETAIL '�" ON SHEET No. � 4. M ;� ` "�'�i v i ® I DMI a� m ` 5) ALL EXTERIOR WALL OPENINGS OTHER THAN CHOSE MENTIONED ABOVE SHALL BE BOLTED PER � w _OHC I to I n N p �3^y X CZE Z I z DETAIL E 10F SHEET No. S--4, ° m 0+ e V. V a 6) f�00F TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON ° v I SCHEDULE A ON SHEET No. S-2, STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES ►--I C� '� �f• 0 I m ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. r � 7) INDICATES FLOOR JIUSTS AND GIRDERS TO BE DESIGNED, FABRICATED I o a CL)s /r,i'd,1°t" o I z N� rn � r AND CERTIFIED BY OTHERS. LYS. D?v�+� — m i o _ — _ _ ,�� _ — — r I 00; [> CRS'. CATHEDRAL. � � �� X � �� r-�-•� 0 —ro co 4L 0 0 O d P cow -� I �J OPTION PP CATHEDRAL — ' m SCHEDULE "A" w I v 0 N r- (z) Z fZ I CZ) xlp i 1 ��`�.�%;� = i (c) zxI0 ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE p OF BEARING WALLS (PRE—ENGINEERED FRAMING) UTILIZING A c�a LL THREAD STEEL RODS o TRUSS Na. OR UPLIFT TRUSS TO TOP IDESIGNATION * (Ibs) PLATE OR TO STUD TOP PLATE TO FOOTINGS W ALL TRUSS ENDS . 6= (,OND FL�00R F fRAM ING FLAN EXCEPT ONES O _ 600 H2.5A, '�51MP50N" CLIPS 1/2"r� STEEL RODS SPACED A5 I /�/� I I UJALL5 OUTLINED BELOW SHOWN ON SHEET No. S-3 GsOU I �ID FLOO 5T�'l`EA , Tz thru Tio,ur-�,uT b, C�fl cv 601 -- 1200 (2) H2.5A, "SIMPSON" CLIPS 112"0 STEEL RODS SPACED AS USE (3) ROWS N 5CALE: 1/,f 11=11-011 OF 12d COMMON `t -TOWN ON SKEET No. 3-3 w NAILS @ 12" O.C. USE (2) ROWS • OF 10d COMMON IZ TZ�AUT 1201 - 4750 SO ", ce 0 STAGGER NAILS (3) L5TA36, ",IMP, N W ON BOTH SIDES. NAILS © 12 O.C. I ITT22 ,"SIMPSON HOLDDOWIv �a STRAPS iv h' TRUSS Ur I8, 5E6 SHE�r 5-3 fo(Z 5►R(}prING �dD " " " x 1 " TYPICAL OF (2)-2" x 6" THRU (2) 2" x 12" TYPICAL OF (3) 2 x 10 THRU (3) 2 2 SOLID SAWN LUMBER SOLID SAWN LUMBER (2) 1/4" A36 STEEL � Bd NAILS BEARING STUD REQUIREMENTS FOR BEAMS/GIRDERS: "� FLITCH PLATES &Oi ci h (N•T. 5 0 4" 0 C ROOF SHEATHING - y / OFTOM TRUSSES (4)-12d NAILS ff ff - IJ Cn?) (2)-12d NAILS K DENOTES KING STUD AND "J" DENOTES JACK STUD. CA � T-E N (TTP) TDP CHORD x y_ (4)-12d NAILS GABLE TRUSS ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED cT ) w USE (3) ROWS 1/2"0 A307 MACHINE 2x4 SCABS LAID WITH (1 )K+(2)J's AT END SUPPORTS OR (2)K's AT OF 12d COMMON BOLTS w/ NUT AND FLAT ® 24" D.C. NAILS @ 12" O.C. 2"0 STEEL WASHERS `� (MAX.) (7YP)2d "AILS INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE °G 2x4 SCABS LAID STAGGER NAILS 12" O.C. �D" (MAX) FLAT AS SHOWN SHOWN ON PLAN ABOVE AND DENOTED BY: BOTTOM CHORD ON BOTH SIDES. 7YP TOP PLATES INTERIOR SHEAR WALL W INTERIOR SHEAR WALL DIAPHRAGM R� - PLAN VIEW TOP PLATES ELEVATION VIEW 0 C4 cti CASE 11 - INTERIOR SHEARWALL TO ROOF CONNECTION Y PRE ENGINEERED FRAMING (TRUSS FALLS ON ONE SIDE OF WALL) 1-•-3 4" PLY LVL ( ) / " PLY LVL 4 1--3 4" PLY LVL oP PLATESEAR WALL CN.T,S.) (2) 1--3/4" PLY LVL (3) / 4 1--3 � ( ) / t 8d NAILS ry 1 4" A STEEL EEL (T)-12d NAILS (2�j2d NAILS 0 4" O.C. ROOF SHEATHING 4 F-- � ) ( ) a 77 FLEfCH PLATE Y M - 2x4 SCABS LAID W 24" (MAX) FLAT 0 24" O.C. TDP CHORD W TTP. (MAX.) I-`-` IILL f ( ^^ _ GABLE TRUSS LLJf— U T I Fice+ E MEM5ER CONNECTION DETAIL5— - _"- •• .+ BLOCKING (TYP12d NAILS 1 (TTP) � A z i� (Typ) NAILS (2�)2d NAILS 1�1DT t0 SCALE. �� m � 2x4 SCABS LAID CEILING BOTTOM CHORD O ❑ BOTTOM CHORD FLAT 0 24" 0 0 DIAPHRAGM OF TRUSSES ..' . BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: (MAX)EWINTERIOR SHEAR WALL TOP PLATES PLAN VIEW ELEVATION VIEW 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. CASE I — INTERIOR SHEARWALL TO ROOF CONNECTION •, JOB NUMBER PRE ENGINEERED FRAMING (WALL IS BETWEEN TWO TRUSSES) {'" •• 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS `N.T,s,> - PLUS (1) KING FOR DROP BEAMS. SHEET N U M E3 E R "•r.J S-2 of S-4 r„ ,tip a 0 a 0 60'0" W 0" 2'•11" 5'8" 11'11 2" IT-3" TAY2' 11 10 01 i m a i o f rn p >4- 1y; i CD -0 z 8 � W 01 1 0 C7_ _ v _ ._. - - - - �. _ _ _ .. _ _ _ ..� _ _ � _ _ � _ _ _ _ _ _ . . - - - - — _ _.._ r __ _ _ _ - - - _ _ ..... -� ...,_ _ _ - - � I I _ I V' __j d" 612" L J „ 5 0„ i N ; I I m a ° P CC. O n P.a v v ? I 1 1 1 2191 I ' i I I I C P v I IZ AD-1 I Cn I ( I _ + --1–r– ----J -D i- -- i i o rri i I I I o „ cn i I o i I 1 0 : C° SLOPE 2 cf) I I 1 1 1 r �, I I I I z �� V n v I Lij n I 1 I I J I I I I L7 w -J $ w P° I I i L I V I I I LTJ z c� I 2 n v a ° d I Cq k] , I 1"91 1- L P - - -- - F wrrz v n v v a v I I I _.� L.-.-------' � � O � I I2'-1QY2' 2(5 f d - - I �- p I A Ct v L _ - - - - _ — -- — — — — — — — - - . I .r.. 224" n' I S ^' --— Imo_ • I 1r'1, � W i17 caa a CD pco I I I I , III �' I I LO I �� °' IL--- J o I I -- --I � 1^'� m l I I I o r �" �, p° � I I I _ F m ea � I I �) I i � O I ti DM I I -------------------- L L ------------------------ I r — a---- n ° P O I I 7➢CJ T' .J I I L — - - -- - , W rr--"99 I ° 131 ') SLOPE 1"17 L � ao I I I I I op CL W SLOPE 1" co P W 0 _I - -- - - - - ..._ _.,.. W ..._ _ _ __ _ ._ _ . _ _ _ T��;- - - - -- - - - _ I- - - - - - - - - '- I w — T - - _ - _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ — _ _ _ _ _ .� _ _ _ _ Lo a cn (>E Ln 4'-2" T-o" 2'-10"' 8' J Lo NOTE: THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY d 7'2" 11'2" 32'-3y2" 9'-4)/2'. m SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM Ile °� BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN o ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING Ire DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE 2 � TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK, w GONGfRETEFOUNC) ATION FOUNDATION LEGEND SCALE: 114"=V-0�� (SEE SHEET No. S-4 FOR STRUCTURAL DETAIL) z u � FOUNDATION NOTE 8"x8"x16" CMU STEM WALL w/ 1. DIMENSIONS SHOWN WITH = INDICATE PLUMBING OR ELECTRICAL (1)#4 ROD VERTICAL ON 48" O.C. OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. & HOOKED INTO 20"(W) x 10"(H) W CONC. FOOTER W/(2)#5 RODS CONT. C--+ _TYPICAL„FOUNDATION DETAIL w 20"(W) x 12"(H) THICKEN J CONCRETE SLAB W/ (2)#5 �= RODS CONT. L i INTERIOR THICKEN SLA DE AI < z CD Q 0 � 20"(W) x 12"(H) THICK�NM`''!l ''' � STEP DOWN CONCRETT" SLAB, W/ (2)#5 RODS Qr WT, JOB NUMQEP 1901OR STFE DO QUAILWN • ''1�.Y ,.,I i SHEET NUMABEP y L+ __j S r To i e I a fC •.-• p UO (b C37 � tl�J ' w pC Q 0 NAIL W/11 - 10d C U d1 r d C U N a COMMON IN THIS AREA. Ecov Q VERIFY w/STRUCT. a Y3 o ° -� F. q, ° Ogo ... 6? W —• � dd a° 44"MINIMUM ��- cz } " �-� NAILING NOT NEEDED IN THIS AREA UP TO 16" n FLOOR SYSTEM w cWn co a SYP DOUBLE PLATE A _ NAIL W/11 -10d COMMON IN THIS AREA. C!� ° VERIFY w/STRUCT. PROVIDE MINIMUM 1"END DISTANCE a° w. EQUAL NUMBER OF SPECIFIED °° W V) NAILS IN EACH END STRUCTURAL TWO STORY STRAPPING SCALE: 1 1/2"=1'-0" m ti 2 O N co a) w j( d Q u- WOOD TOP RAIL HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN m a: ti AS SELECTED BY OWNER&CONTRACTOR 38"IN HEIGHT ABOVE THE STAIR NOSING. gm ro m HANDRA{LS SMALL 6E CONTINUOUS PER FLIGHT OF STAIRS. c HANDRAILS SHALL BE 1 1/2"CLEAR OF ALL ADJACENT -i FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE q IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE ro j 1 1/4"MIN.-2"MAX. 1 1/2"CLR. 1 1/4"-2"IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, o ai z = HARDWOOD TOP RAIL AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. 0 a- a. °- y STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL STUCCO W/CORROSION RESISTANT w W BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR METAL LATH OVER 15#FELT O WALL BRACKET THE PRODUCTS THEY PROVIDE OR INSTALL. AT 4'-0" 2X FRAMING CARPET O.C., MAX. THE HANDRAIL CONSTRUCTION SHALL,BE WOOD BASE ABLE TO RESIST, LOAD OF 200 LBS APPLIED IN �. INTERIOR SUBFLOOR - 'i 2x BLKG ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL.112 GI3 ELASTOMERIC DECKING 0/PLYWOOD SHEATHING. o O GUARDRAILS SHALL NOT BE 0 0 �- 200 Lbs 2 o LESS THAN 42"iN HEIGHT. ANY DIRECTION cc WRAP G"UP WALL& ALL PENETRATIONS. I� ANY LOCATION c INSTALL PER MANUFACTURER'S REQUIREMENTS. s0o: I " STAIR FRAMING 0 � O �ia•:r-o' _ �-- V- z OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR co AN ORNAMENTAL PATTERN SUCH THAT 4"MIN °v Z 4"DIAMETER SPHERE CANNOT PASS THROUGH. SEE STRUCTURAL DRAWINGS FOR FRAMING -� °C °c INFORMATION 5/8"TYPE"X"GB a a THE GUARDRA`L CONSTRUCTION SHALL BE a•SPH6flE o 0 @ ENCLOSED USABLE ABLE TO RESIST A LOAD OF 20 LBS PER MrwoucHP" r, g SPACES BENEATH STAIRS Q LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL OR AS REQUIRED BY CODE. 6*SPHERE MAY NOT PASS 2x4 STUDS @ 16'00 WALL MTD THROUGH THE TRIANGUUiR OPENINGS THIS DIAGRAM AT STAIR TREAD, RISER,& ILLUSTRATES THE BOTTOM SHALL BE SUCH SPECIFIC REQUIREMENTS THAT A 6"DIAIAETER OF THE BUILDING CODE SPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR BUILDING DESIGN AND STAIRS STAIRS STAIRS CONSTRUCTION, DECK FLASHING DETAIL GUARDRAILm WALL DETAIL HANDRAIL DE"TAIL GUARDRAIL / HANDRAIL CODE DATA SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=l'-O" SCALE: 1 1/20=1'-Om SCALE: 1 1/2"=V-0" FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE 3/4"PLYWOOD TREADS 3/4"PLYWOOD TREADS . EQ TREADS v SEE PLA 2x FRAMING EQ.TREADScr SE 'LA W a 314" C0 uj a: GYP. BD. a Q w TYP V TYP 1x10 SKIRT BOARD Lu3/4" u t TYP w " bum� w 5/8"PLYWOOD RISERSTYP.) EXPANSION XPANSION 2x12 NOTCHED STRINGER - 6+, RISERS( TYP.) STRINGERS MIN.AT 2x12 NOTCHED STRINGER GAP GYP—� 2x12 STRINGER EACH STAIR RUN) ? '* EXPANSIONGAP a 5/8"PLYWOOD RISERS (TYP.) a 2x12 NOTCHED STRINGER ` o SECURE NOTCHED STRINGER TO SILL 2x4 SPACER `" LL N PLATE WITH FRAMING ANCHORS.SECURE PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH ca CONCRETE TO BE PRESSURE TREATED o 0 OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY CODE, m c (3)2X12 STRINGERS TYP, (3)2X12 STRINGERS TYP. INSTALL 2X FIRE STOP AT —� MID SPAN OF STRINGER (3)2X12 STRINGERS TYP. �o�No. STAIRS STAIRS STAIRS STAIRS STRINGER DETAIL FLOOR STRINGER @ LANDING (BOT) STRINGER @ LANDING (TOP) SKIRT / WALL DETAIL SHEET MISC. SHEET 4E7Il5 SCALE: 1 1/2"=1'-0" 3 SCALE: 1 1/2"=1 -0" 2 SCALE: 1 1/2„ 1SC.=1 --0 SCALE: 1 11/2"=V-0” 0 � "d /uL p w 1x4 CEDER p 1-518"CROWN $ �–_' 70°ANGLE CUT c d — °' ;a � a3 � E ._ 2x6 FJ CEDER 0 U es 2x6 FJ CEDER 2x6 FJ CEDER S" 1x2"x2"CEDER W 3 E3 2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER 8 5°ANGLE 5°ANGLE S°ANGLE St 3" L 00 � ^C � 0=0 2x4 PT SPLIT 20 PT SPLIT 2x4 PT SPLIT s+ OPTION 3 OPTION 2 , OPTION 1 WINDOW TRIM- WINDOW TRIM WINDOW TRIM SCALE: 1 1 -1' /2" -0" 6 SCALE: 11/2"-1'-0" 5 SCALE: 11/2"-1'--0" � � N ro C) ttl c p O U. N C] a •� N 6"HARDI BOARD BAND6'STUCCO BAND 6"HARDI BOARD BAND } o 5 TOP OF COL TOP OF COL TOP OF COI. OR STUCCO 0 f INSTALLATION 315-GUENCING: 2" 2" I 2" I ` 1. THROUGHOUT INSTALLATION,KEEP THE WINDOW JAMBS PLUMS AND SQUARE.KEEP HEAD 12'SO TAPER TO 1D" ANS SILL LEVEL AND SQUARE.MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. I I COLUMN I .CONSTANTLY CHECK WIDTH AT MEETING RAILS(i.e. DOUBLE HUNGS)TO AVOID"BOWED OUT" 1'-2" 8"Sq COLUMN �, 2•-0" �, INSTALLATION. 12"5q COLUMN S.APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES �-- PRIOR TO SETTING W114DOW INTO OPENING, STUCCO i .4.PLACE 1/4"SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS.CENTER THE WINDOW IN ` THE OPENING ALLOWING A 1/4"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, I 2'-0" I WHEN INSTALLATION IS COMPLETE,THESE SHIMS MAY BE REMOVED. ' 2" HARDIBOARD 2"2" ( HARDIBOARD PAINTED B.INSTALL FASTENERS(STRAIGHT,NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING I I PAINTED STUCCO BAND OR STUCCO ,AT THE MIDDLE CF TYE WINDOW,FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM Ti I OF 10.KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. OR STUCCO I R STUC CO BOARD BAND 6.CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. I I rr.CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 6"HARDIBOARD BASE 6'HARgI80ARD BASE Q I I OR STUCCO 3, INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAM. 1/2'SPACE 1/2"SPACE THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. PORCH LINE PORCH LINE 9.FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW 1/4"GAP AT SILL BETWEEN STACK STONE STRUCTURE AND WINDOW,THEN,CAULK THIS GAP. SO STUCCO COLUMN 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK t�V�L� ^^ AN OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). I FLASHING SEQUENCING: PORCH LINE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING, 2. SET WINDOW UNIT. SQ STONE ACCENT S. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. COLUMN .4. APPLY SIDE STRIPS OF SELF ADHESNI=TYPE FLASHING. 40 P.T.POST 5, APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. 4x4 P.T.POST ( r 4x4 P.T.POST g SEE FLOOR SEE FLOOR � x SEE FLOOR PLAN FOR PLAN FOR PLAN FOR NOTE: 0 U LOCATION LOCATION SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM, 4 )% LOCATION SEE SPECIFICATIONS FOR MATERIAL TO BE USED. z I� STONE FINISH STUCCO FINISH " 0 TRIM BELOW I TRIM BELOW u A ? HARDIBOARD o 4 P.T.WD WRAPPED COLUMNS IMPORTANT' n5' P.T.WD WRAPPED COLUMNS c� r N (PAINTED) �y I I (PAINTED) a 1T iS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN 2X4 STUDS 27(4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. Eq I 2X4 STUDS DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE.ACID MAY �;, � �. ;�, � N n DESTROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED TO MURIATIC ACID. E aO.. urs. ate. DO NOT LAYWINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. STUCCO COLUMN BASE SCS STONE ACCENT STUCCO COLUMN BASE ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILLD8 NO. COLUMN w�CG AREA OFANY WINDOW. PROD. 13Y I'"1< BRAWN BY CHE=CKED BY STONE ACCENT COLUMN WINDOW PORCH COLUMN DETAIL ENTRY COLUMN DETAIL NTRY COLUMN DETAIL TYP FLASHING DETAIL MISC. TITLE SHEET SCALE: 1 1/2"�1'-0" SCALE: 1 1/�"=1'-0" /2" 1'-0" (I�SCALE, 1 1/2"=1'-0" MISC.DETAILSADA 2)!LE: 11 A 11- o �&wae P 7R E cq w 4 C G U 7 N 41/2" M1Nro CO lz v L WALL SIDING ii SHEATHING i I' TYP.WALL CONST. SIDING OVER LATHE AND DOOR FELT-SEE WALL SECTION WAY 1/2"STARTER STRIP F.F 2X4 STUDS CAP FLASHING 1x4 CORNER BOARDS PLACEMENT BY ix8 PT DOOR WAYS TEXTURE FIN. ON FOUNDATION owl EXTERIOR TRIM DETAIL ELECTRICAL � WATER BOARD CORNER DETAIL SWITCH , PLACEMENT- - SCALE1 1 2"=1'-0" " " mSCALE- 1 1/2 SCALE: 1 1/2"= 0 N a v u N C3 t7 p� WALL REAR WALL OR SIDE WALL MOUNTED; " SIDE MOUNTED AT BACK SPLASHES,TYP. 112"CLG BD OR 1 LAYER n COUNTERTOP 5!8"G>3 w!6'BATT INSUL GYP. BOARD 5 v � 0 20"TO 25" PER SUPPLIER ATTACHED TO 13ACK ca TYPTYP 1900 J-BOX (2)2x HDR ° HORIZONTAL SINGLE (SEE STRUCTURAL) 0 43LIGHT SWITCHES, COVER PLATE/OUTLET 2 LAYERS 1/2"PLYWOOD SPACER °' THEANDf1MOSTATS, FINGER JOINTED o AND ALL OTHER R-11 BATT ' � °' ENVIRONMENTAL INSUL WOOD CASING o CONTROLS 3/4"STOP KITCHEN TOP 1/2'x 12"H I I BOTH SIDES PWD ALL 4 SIDES II 2x_ TRUSS OUTLETS-PHONES OPTIONAL 2x- CHORD WOOD FRAME &TV's TYP 1900 J-BOX R 30 HORIZONTAL SINGLE INSULy WALL CAP OR COVER PLATE/OUTLET TYP DOOR PER SCHEDULE BRKFST.TOP SEE FLR.PLAN " .� d �'�C r / `fj��\ �, NON LOAD LOAD 9!4"STOP • , ' �` !/II fir//II�� ! II,•//II • BATH SIDES / \\/ �\\ CONDITION CONDITION /�� /�� `t\�.!/�� ! GYP. BOARD t 1 2x_ KITCHEN TOP f-1l��f-li,� l�Ilffi 1 2x60R2x4 ui A /��\yfj \� FINGER JOINTED I I FRAMING l/lli�•l-11�� l-11��• II�� WOOD CASING ■ DRYWALL r� /-1I,,!-1I�� !!111 !/I I j/• , - z 24"DEEP BAST: CABINETS TYP FLR CONST 24' 21/4" WD TYP DOOR PER SCHEDULE FINISHED FLR CASING WOOD FRAME FRAME TYPICAL JAMB (2)2x4s CABINET ET DOOR OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS �- 22 1 /2" X 48" INT HEADS & JAMB 8 SCALE: 1 1/2"=1'--0" SCALE: V.S. 55 SCALE: 1 1/2■Yi'-0" )SCALE: 1 1/2'=l'-O" TEMPERED SHOWER EXTERIOR INTERIOR MARBLE:CAP ENCLOSURE SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8" CLEAVAGEMEMBRANE DOOR VANITY F2X4 WD.STUD BRUSH TYPE ALUM.THRESHOLD SETCONCRETE SLOPED FILL 2x STUD WALL WEATHERSTRIP IN FULL Q 16"O.C. 1!2"MR.GYP Bp. FLOOR SYSTEM OVERHEAD EXPANDABLE JOINT SEALANT BED SHOWER DRAIN PAINTED FINISH GARAGE DOOR FILLER,WHERE 'i CERAMIC TILE APPLICABLE ya CERAMIC FLOOR TILE by�; to Q 1 x WD DOOR STOPvv: ° 4aa° ° r. 'u ■ .d d SLOPE TO DRAIN d a ( , a 2x P.T. BUCK SLOPE a 4 a �° d L z TO DRAIN ., �• d • ' - ,; '...4 L b• 4 d d a a d I I I ( �._...., ryry F• � N y f. C14FINISH TRIM OR i BAND g ty CJ FLOOR SYSTEM FINISHco I CONC.WALK v Y Gl LL o SEE STRUCTURAL DWGS CONC. SLAB i FOUNDATION ► SEE STRUCTURAL DWGS. JOB NO. PROJ,MGR. DRAWN BY CHECKED BY BATH BATH DOOR- OVERHEAD GARAGE DOOR SHOVER WALL VANITY SHOWER CURB DETAIL OVERHEAD GARAGE" JAMB THRESHOLD EXTERIOR SHEET TITLE SHEET • 4 � 3 MlSC,[DETAILS SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"-1'-a" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2'=1'--Q" AD-3 E3+ J � go �x 0 PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD NO PENETRATIONS AT FIELD _� " a b CAP OF SADDLE FLASHING OF SADDLE FLASHING o .CL EAma; � � SIMPSON H5 ALUM.FLASHING a w S AQ ..n N AT EACH JOINT WOOD STUD WALL SYSTEM � q w N -9 " CRICKET (TYPICAL) 2"x4"BLOCKING(SEE WOOD STUD WALL SYSTEM °' o °i MANUF.SPECS.FOR CEMENTITIOUS FINISH SYSTEM p •� 7/8"MIN SIDING OVER GHiMNEY MIN.DISTANCE) GEMENT1TTpUS FINISH SYSTEM ro @ b MTL LATHE CONTINUOUS WALL SHEATHING CONTINUOUS WALL SHEATHING SHEATHING CORROSION RESISTANT METAL cr p EXTERIOR FINISH CORROSION RESISTANT METAL SCREED I '� =n OVER 1/2"SHEATHING SCREED CORROSION RESISTANT METAL 5"x5"CONT. - « OR O.S.B. Z-BAR FLASHING W/SEALANT FLASHING « 2X6s NAILED TO o GALV.MTL. CORROSION RESISTANT METAL « STUDS w/16d @ 6" z z v FLASHING 7!8"MIN STUCCO Z-BAR FLASHING W/SEALANT CORROSION RESISTANT METAL OVER MTL LATHE TOP FLASHING STD ROOFING ` OC Q . CORROSION RESISTANT METAL TRUSS TOP CHORD 4 rx? BLOCKING @M1D POINT PAN FLASHING ROOF SHINGLES c) ua �� WHEN CHIMNEY EXCEEDS « 6'-0'IN HT. ROOF SHINGLES ROOF SHEATHING SEE STRUCTURAL a FOR HURRICANE �_ ROOF SHEATHING S ANCHORAGE p PRE-FAB CHIMNEY N ROOF FRAMING u� DETAILS °� ROOF FRAMINGr Z , MSN' Z (L TRUSS 2"x4"STUDS @16"0/C. 2 0 1 BOTTOM TRUSS CHORD ua CHORD [fj r « « CRICKET GALV.MTL.FLASHING DB'L 2"x4l 2"x4BLOCKING SIMPSON MTS 12 Q)EACH CORNER ,ar 24" 4-16d EA SIDE, � TYP 1'-4"MIN. _ �] CHIMNEY CHIMNEY ROOF- FLASHING ROOF- FLASHING CHIMNEY ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL. 9 ROOF TO WALL N SCALE: 1 1/2"=i'-0" SCALE: 1 1/2"=1'-0" O SCALE: i i/2"=1'-0" SCALE: 1 1120=1'-Om m � cd Cm ry a rN, � SECURE VALLEY FLASHING AT MAX.24"O.C.W/CLIPS 5 FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED IMPORTANT NOTE: a o I. PER ROOF MATERIAL MANUFACTURER REQWREMENTS REFER TO ROOF PLAN °a E ,. NO PENETRATIONS THROUGH VALLEY FLASHING. 12 FOR PITCHES 11-4" c' m PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED RIDGE OR HIP RIDGE VARIESAD.2 C PER ROOF MATERIAL MANUFACTURER REQUIREMENTS TYPE LINEAR VENT - - -- - ro INSTALL A5 PER ALUM RAKE FASCIA 2x8 RAKE MANUFACTURERS WRAPPED IN ALUM CORROSION RESISTANT METAL TRIPLE RIB > WRITTEN INSTRUCTIONS VALLEY FLASHING WITH 1"HIGH'V'CRIMPS TYP ROOF CONST — SEE WALL SECTIONS 2X4 O24"DCUTLOOKERS AT i REQUIRED CLEARANCE PER ROOF ROOF SHINGLES — MANUFACTURER REQUIREMENTS APPLIED TO LINEAR RIDGE CAP SEE 1-AD.1 FOR FASCIA& ROOF SHINGLES VENT I SOFFIT NOTES&FINISHES ROOF SHEATHING ROOF FRAMING ROOF SHINGLES 101, ROOF SHEATHING - 1 MIN. ROOF FRAMING SIDING OVER 7/16"OSB GABLE END TRUSS VERTICAL MEMBER W/ ALUM FASCIA OVER @ 16"O.C. WEAVE ROOFING 3 FRIEZE UNDERLAYMENT PER �,-�" 4"MIN, ROOFING MFR'S AD,2 RECOMMENDATIONS W/ 36'WIDE 30#SWEAT SHEET RIDGE GAP FOR VENTILATION ROOF- FLASHING ROOF- RIDGE LAP SIDING 8 ROOF I, VALLEY ROOF w RIDGE & HIP RIDGE VENT 6 CORNER ELEVATION TYP RAKE DETAIL a 8" OH SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN LINE INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT 8:12 ROOF PITCH 7:12 ROOF PITCH 6:12 ROOF PITCH ALUMINUM 2'-8" 12 GUTTERS 12 ALUMINUM 12 GUTT RSM ALUMINUM 12 GUTTERS z GUTTERS ILA 8 6 3 4 7 ((I 8-30 INSULATION' " a fl, e I tw OVER LIVING SPACES R-30 INSULATION R-30 INSULATION OVER LIVING SPACESR-3D INSULATION a a OVER LIVING SPACES zn� OVER LIVING SPACES � . —.1 Q o HEADER AT WINDOW 10 HEADER AT WINDOW g _""! HEADER AT WINDOW e © ry AND DOOR OPENINGS AND DOLOR OPENINGS c+t AND DOOR OPENINGS _ N Lj SEE TYP.WALL SECTION FOR cv cV N • " FASCIA, SOFFIT LC o NOTES&FINISHES mc IQ J w. 1c Q SEE TYP.WALL SECTION FORSEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR SIDING OVER ; FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES LATHE AND VAPOR BARRIER �, • 0 s. Q. u. t2 BM OR LINTEL(SEE STRUCTURAL) ' "J"CHANNEL STUCCO STOP "J"CHANNEL STOP 'J"CHANNEL STOP W BAND �+ JOB NO, 7" SIDING OVER �- 7 I- SIDING OVER SIDING OVER I 2"BAND PROJ.MGR. 7' LATHE AND VAPOR BARRIER 7' LATHE AND VAPOR BARRIER LATHE AND VAPOR BARRIER VARIES CHECKED BY COL w/EXT FIN EAVE DETAIL - 8:12 PITCH EAVE DETAIL 7:12 PITCH EAVE DETAIL 8:12 PITCH EAVE DETAIL 3:12 PITCH SHEET TITLE SHA=T ROOF DETAILS SCALE: 11/2"=1'-O" 3 SCALE: 1l1t=l'-a" 2 SCALE: 11/2"�1'-0" SCALE: 11/2"=1'-0" AD.2 A go pawatu I-a-kL I 1 C p p E SLOPE 314"X12" AT GARAGE DOOR 1/2"x7"WEDGE ANCHOR 31/2"CONCRETE SLAB REINF. @ 32"D.G.w/2"x2"x118" w/6x6x10/10 W.W.M. 31/2"CONCRETE SLAB REINF. WASHERS @ 32"O.C. 31/2'CONCRETE SLAB REINF. EXPANSION JOINT w/6x6x10/10 W.W.M. w/6400/10 W.W.M. 31/2"CONCRETE SLAB REINF. a- ' ' ' • �-""" '":" I i II II 4i_„y _ •` � • � —jI I�,r'�'N';1`'i-.s01",•"":';:+R:T�.1' '-�;I w II�I _ a `� ;;� r 5ER•�''I /. �j ' y . '; •5 r'•.s� ;• 6 MILL POLY VAPOR BARRIER COMPACTED EARTH 65MILL" 6 MILL POLY VAPOR BARRIER POLY VAPOR BARRIER (2)#5 REBAR CONT,- IIr .aMILL POLY VAPOR BARRIER w/6x6x14/10W.W.M. COMPACTED EARTH (2)#5 REBAR CONT, COMPACTED EARTH COMPACTED EARTH #5 REBAR CON . # REBAR CONT. L cv V_w 0 � r w r CONCRETE FOOTING 'CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING THICKENED EDGE GARAGE WSCA URNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL 1 SCALE; 3/4"4--0" LE: 3/4'4-0" 9 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" Lo N N ro m Y X a o w m � � OVERLAP SLAB f2 v a HOLD HDR.BLK. ca TO OUTSIDE NAIL ROOF SHEATHING o m 1 112' (PER STRUCTURAL) a a FIBERGLASS SHINGLES IMPORTANT NOTE: 1/2"x7"WEDGE ANCHOR TYP.SLAB r.�� '.�� -» '- REFER TO ROOF PLAN AND @ 32"O.C.tiul2"x2"x1/8" EXP.JOINT I 1 I OVER OSS OA FELT 1 W32 F �a" SAVE DETAILS ON SHT WASHERS @$2"O.C. 1 1 1 I I IIII SHSA H NQ OR 15/32"PWL1 AD.2 FOR ROOF PITCHES FOR ALL HOUSES 31/2"CONCRETE SLAB REINF. ��._,,.;r;'� :, ; ;wr � tt t t I TYP.SLAB AIR BAFFLE BTW EA TRUSS 12T MAINTAIN`'' w/6x6x10/10 W.W.M, --I I 1 I IIII ( ! ! I I 1 ! ! O N 1/2"MIN AIR VARIES STRAP FOR TRUSS --IIII ILII _ I 1 110 IIISPACE FOR VENT ANCHORAGE • MEEI III III dIIM_=1 III i8" (SEE STRUCTURAL) 11=1111 mll I I I 111171111 GALV. METAL O.H. S,•• :i ,- 1 �lIII---IIII -1I R30INSULATIONATCLC, . . , 6 toLL POLY VAPOR BARRIER � DRIP EDGE --�-----� IIII 0111 I1ll IIII 1 ! ! I il ! ! I FOUNDATION TYPICAL ` COMPACTED EARTH 11 I I I I I . ! I ! I ! ( ( ! I I 11 TYPICAL FOUNDATION III ( ( ! ! 1 I I I 1 ! I I I I I • , I i- -i i'r "I j'---' (2)a;`3 REBAR CONT. WRAPPED " 1�-� I l I ! ( l l ! 11 11 I 1 IIII I ALUM.FASCIA � 5/8"GYP. BD,CLC, OVER 2x8 1 I 111 I I I I1101111 l E 1 I ...r, I I I I PERFORATED 1 1 Mill 1�4 1 1 v s I I I I VINYL/ALUM. w 1/2"GYPSUM BOARD �;■�, SOFFIT ! I ! 1 p e 2x STUDS @ 16"00(MIN#2 I I ! I IIII 1111 1 1 1 ) IIII 11 STUCCO FRIEZE II { ( IIII " " IIII II N1 ( 1111 Illi SPF' PROVIDE MID-WALL BLOCKING FLAT WISE Co-)JOINTS IN SHEATHING a, P.T.2x PLATE CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TExi STUCCO INTERIOR BEARING DETAIL. FOUNDATION 0 DOOR PORCH EDGE VENEER OVER TO PLYWOOD GLUED DFLOOSCREWED MTL LATHE AND TO 16"PRE-ENGINEERED FLOOR VAPOR BARRIER TRUSSES OR T.J.I.JOISTS @ 24" SCALE: 3/4"=1'--0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'--0" OC (SEE FLOOR TRUSS ENGINEERING) RIM JOIST BY TRUSS MANUF.( NAIL ROOF SHEATHING 1 ST FLOOR TO SEE FLOOR TRUSS ;q (PER STRUCTURAL) IMPORTANT NOTE: 2ND FLOOR 12 REFER TO ROOF PLAN AND EAVE STRAPPING PER ENGINEERING) FIBERGLASS SHINGLES OVER VARIES DETAILS ON SHT AD.2 FOR ROOF STRUCTURAL 30#FELT OVER 7/16"OSB BOARD VV PITCHES FOR ALL HOUSES 1/2"CEILING BD OR 5/8"GYP.BD OR 15/32"PWD SHEATHING. 16" I. I TYp, P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTWEA TRUSS O.H. STRAP FOR TRUSS ANCHORAGE(SEE STRUCTURAL) &1/2"x 10"ANCHOR BOLTS AT 32"O.C. TO MAINTAIN 1/2"MIN W/2"x 2'x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT R-30 INSULATION AT CLG. TYPICAL ANCHOR GALV.METAL 1/2"CEILING BD OR 518"GYP.BD TEP SEMCO TPP4 AT 32" DRIP EDGE STOP EXTERIOR WRAPPED ALUM. oc FINISH 1" 4"CONIC SLAB W/6X6X10/10 WWF FASCIA OVER 2x8 � ow j TYPICAL SLAB BELOW OVER 6 MIL VAPOR BARRIER OVER T_ w°0 FINISHED PERFORATED F PROVIDE MID-WALL BLOCKING FLAT U FLOOR CLEAN,WELL COMPACTED,TREATED FILL VINYU ALUM.SOFFIT WISE @ JOINTS IN SHEATHING c; �� 4 TYP.VERT. :.�� :.�. '.,..^: .....:•:.::. 7/8 MIN.LIGHT S b REINF. "..�, �.,.. .,.,.. SLOPE j STUCCO FRIEZE TEXT. STUCCO 2x STUDS @ 16"OG(MIN#2 S u GRADE I I 1 STORY: 20"X 10"CONC,FOOTING W/ cn VENEER OVER SPF) 2 _ IIII IIII III ( IIII- (2)#5 CONTINUOUS AND(1)#4 DOWEL x MTL LATHS AND .� PROVIDE MID-WALL BLOCKING FLAT C� a p VAPOR BARRIER ^ BELTS PERw/ANCHOR m F AT CORNERS/OPENINGS AND 4W'O.C. WISE @ JOINTS IN SHEATHING ' IIII I I I II ( I ` I I TYPICAL FOUNDATION _ I ( ! ( ( -OR-(1)#5 DOWEL AT CORNERS/OPNG'S $" STRUCTURAL w -� o I l t I AND 96"O.G.,AND(1)#5 CONTINUOUS AT 2x STUDS @ 16"OC(MIN#2 SPF) 2 w4"CONCRETE SLAB WITH w :r IIIII I I I I1ON III III IIII IIII 1::�� HEADER BLOCK. 1�16"x6"x10110 W.W.F.TYP. (s0ao w u M 2 STORY: 24"X 10"CONIC.FOOTING W/ 7/8 MIN.LIGHT P.T.PLATE w/ANCHOR BOLTS PER o ( ) PSI. FIBER MESH OPTIONAL}, cn �j III III Ill k_=R Ill I I 1 # GQNT. con (3)#5 CONTINUOUS AND(1)#4 DOWEL TEXT, STUCCO STRUCTURAL y .. " N VENEER AVER u� SLOPE GRADE \ \ \ N AT CORNERS/OPENINGS AND 49"D.C. w MTL LATHE AND AWAY ALL SIDES a o o ; O d O -0R-(1)#5 DOWEL AT GORNERS/OPN[3'S 4"CONCRET>»SLAB WITH 6"x6"x14110 ,� y, I I I I I f I I I I I ' 11 VAPOR BARRIER W.W.P.TYP.(3000 PSI.FIBER MESH w \/\//\/� / / r M'". �q': s' P `� AND 96"O.C.,AND(1)#5 CONTINUOUS AT OPTIONAL). 6 MIL VAPOR BARRIER ^ Y a •� ai HEADER BLOCK. {1)#5 CONT, \/\\ \/\ E a 24" r�\// ; • / SEE ST FOOTING (MONOLITHICOPl� � - � � � a 1 I I I III ( 1 I I I I I ( I I I (NOTE): BEND ALL DOWELS MINIMUM \\ ' •' \/ SEE STRUCTURAL FOR SIZE& 1 ( I " ( 1 1 12"AT TOP&BOTTOM,EMBED MINIMUM SLOPE GRADE AWAY ALL SIDES e / /\ REINFORCING fI 6*INTO FOOTING. 6 MIL VAPOR BARRIER 1 STORY \//\// / \�\� \ \ \�\\ \f�\/ JOB NO. \ \ \\f\\ PROJ.MGR. TYPICAL FOOTING(MONOLITHIC OPT) DRAWN BY \/\\ • \ • + ; ��: SEE STRUCTURAL FOR SIZE& CHECKED BY STEMWALL FOOTING STEMWALL FOOTING \�'� '� '� '� REINFORCING CURES DETAIL AT GARAGE TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STORY WALL. SECTION SHEET TITLE SHEET SCALE: 3/4'=t'-0" SCALE 3/4"=1'--0" 2 "w �_ „ �— , r FOUNDATION SCALE: 1/2 —1 Q SCALE: 1/2 -1-0 DETAILS A D" I - 1.0 90 IfiaAadul / � ELECTRICAL KEY r (NOTF.JiLECS,M] w b a SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET " C D U DUPLEX OUTLET ABOVE COUNTER N Wp WEATHERPROOF DUPLEX OUTLET 4d , S `c2 0g � a co GROUND-FAULT CIRCUIT-INTERRUPTER GFI DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET U- n E ® SPECIAL PURPOSE OUTLET/JUNCTION BOX 1= DUPLEX OUTLET IN FLOOR 0 220v 220 VOLT OUTLET ® OVERHEAD DUPLEX '�- WALL SWITCH 3 THREE-WAY SWITCH o 0 f�*-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH °w co DM DIMMER SWITCH c Q REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE V) RECESSED INCANDESCENT LIGHT FIXTURE M w RECESSED ADJUSTABLE EYEBALL be m INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN z 1M r ) EXIT LIGHT _ W Q EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE STEM PULL CHAIN � TRACK LIGHT v 0 EXHAUST FAN (VENT TO EXTERIOR) co N EXHAUST FAN/LIGHT COMBINATION > (VENT TO EXTERIOR) o a { ] EXHAUST FAN WITH HEAT LAMP v, " (VENT TO EXTERIOR) m❑ CHIMES N � -- �EPB PUSHBUTTON SWITCH MqC SD SMOKE DETECTOR o 0 - - � — 'taa Mp HEAT DETECTOR co CO2 DETECTOR TU THERMOSTAT ® SPEAKER ►� PHONE (1-CAT3) H DDC (1-CAT5, 1-RG6) Moc MDC (2-CAT5, 2-RG6) ELECTRIC METER ` ELECTRIC PANEL PH CEILING FAN PREWIRE - i \ (PROVIDE ADEQUATE SUPPORT) \ CEILING FAN / LIGHT PREWIRE \ (PROVIDE ADEQUATE SUPPORT) i DOWI 4 DOW1 RI E ELECTRICAL NOTES: I (No��Ecr�ic] / 40' P F2 !S I. PROVIDE AND INSTALL LOCALLY CERTIFIED 5MOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING / — — -... — .- _ THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT CARPET 2 NATIONALNIERRUPTERS ELECTRIC CODEC(NEC ) ANDREQUIRED BY MEETING TILE ( THE REQUIREMENTS OF ALL GOVERNING CODES. ° 3 ELECTRICAL HOOK- FF CONTRACTOR UPS/CUTOO PROVIDE REQUIRED DIRECT -- HVAC CONTRACTOR TO VERIFY THERMOSTAT \ 4• LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. 5. FURNACES, A/C UNITS, ' I SANITARY SUMP PITS, DRAIN TILE SUMP,CAL PANELS, MDC I � WATER HEATERS) ARE SUBJECT TO RELOCATION i DUE TO FIELD CONDITIONS. MDC \ j FI ECTR•,ICAL DEVICES: ABOVE FIN12ED FLOOR; SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL / WALL OUTLETS. . . . . . . . . . � . , . . . ,16" TO CL BATH VANITY BRACKET OUTLET 1,2 (1" ABOVE TOP OF MIRROR) . . . . . .88" TO CIL WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . .16" TO CL i TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS . . . . . . . . . . . .160 TO CL 1-7 GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL r FRONT DOOR COACH LIGHT. . . . , . . . .84" TO CL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . , . . . .84" TO CIL i� DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM ' 4 OF FIXTURE FOYER AND STAIRWAY FIXTURE . , . . . .96" TO BTM OF FIXTURE THERMOSTAT . . . . . . . . . . . . . . . . •54" TO CLQ rs DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL DOORBELL BUTTON. . . . . . . . . . . •LEVEL W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET . . . . . . . . . . . . . . . . . .76" TO CL s g; U. �, KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK `+ '92 m N KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL � a F X CA KITCHEN REFRIGERATOR. . . . . • , • • • .48" TO CL ` m .E o WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL dUi 0. • ,JOB NO. 04-B1-0043 • CL = CENTER LINE 1 = FIELD VERIFY HAWKINS 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SEC FLCCR ELECTRIC SHEET TITLE SHEET MAIN FLOOR ELECTRICAL PLAN E1 .2 SCALE: 1/4)0=1$-O" L `j 9 � II ELECTRICAL KEY o o [NOTE-UCSYM] .Q m s �$ SINGLE POLE OUTLET �g Q w � DUPLEX CONVENIENCE OUTLET m c 2 G ] C N U '- 3 A DUPLEX OUTLET ABOVE COUNTER d a � 6 E wp WEATHERPROOF DUPLEX OUTLET kaGA GROUND--FAULT CIRCUIT-INTERRUPTER 4 ' DUPLEX OUTLET N � � = � = oma •- HALF-SWITCHED DUPLEX OUTLET (,`� ® SPECIAL PURPOSE OUTLET/JUNCTION BOX wY 41-- DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH -3 THREE-WAY SWITCH d �-4 FOUR-WAY SWITCH p - - -R RHEOSTAT SWITCH Lu a U) DM DIMMER SWITCH Lo a JQ REINFORCED JUNCTION BOX L mi ` I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE � - WALL MOUNTED INCANDESCENT V) LIGHT FIXTURE CATHEDRAL CATHEDRAL RECESSED INCANDESCENT LIGHT FIXTURE y DATA `�.�1 RECESSED ADJUSTABLE EYEBALL N INCANDESCENT LIGHT FIXTURE r IPC INCANDESCENT LIGHT FIXTURE y WITH PULL CHAIN R !* ' \ I EXIT LIGHT Wp I I ' EMERGENCY LIGHT M PHI J FLUORESCENT LIGHT FIXTURE �1 TV BRACE FOR CHANDELIER FLUORESCENT LIGHT FIXTURE CATHEDRAL CATHEDRAL ' WITH PULL CHAIN TILE _ r TRACK LIGHT w ?+ oNa ¢ CARPET EXHAUST FAN (VENT TO EXTERIOR) co Q EXHAUST FAN/LIGHT COMBINATION',c" \ w (VENT TO EXTERIOR) o EXHAUST FAN WITH HEAT LAMP v \ ❑ (VENT TO EXTERIOR) M w _ roo CHIMES -' � N \ I L _ - - - - - - 1. — _ — W — I ` U �o �� PB PUSHBUTTON SWITCH cu� c i ► I - _ so SMOKE DETECTOR v o L _ ► GFI HD HEAT DETECTOR a a. a �i a co CO2 DETECTOR I � _ ' ,_ I r o Q THERMOSTAT I� ~�I Q ► L___ ® SPEAKER o I _ I , L..___ '17 llllliii�'y PHONE (1-CAT3) ILE CARPET I , i GF11 � �i� r H DDC (1-CAT5, 1-RG6) GF ►�pc MDC (2-CAT5, 2-RG6) J�_ /��/ 0 ELECTRIC METER CH ELECTRIC PANEL I , I ► ILE CEILING FAN PREWIRE ARPET 3 (PROVIDE ADEQUATE SUPPORT) 1 �r CEILING FAN / LIGHT PREWIRE 0 TILE r`r �- �_ .�..�-� ` ""�_" (PROVIDE ADEQUATE SUPPORT) RPET qCARP�� CARPET — — TILE ELECTRICAL NOTES: ARP rr — I i 2 iLE [NOTE-UcTRIc] Lr,ITp' ❑ I. PROVIDE AND INSTALL LOCALLY CERTIFIED MOK w DETECTORS AS REQUIRED BY NATIONAL FIRE rt-- ---7 — - PROTECTION ASSOCIATION NFPA) AND MEETING ct ( THE REQUIREMENTS OF ALL GOVERNING CODES I r I _ + [10 I -J PROVIDE AND INSTALL GROUND FAULT - -�-� ��.. F. z• CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY Lu NATIONAL ELECTRIC CODE (NEC) AND MEETING --- GFi THE REQUIREMENTS OF ALL GOVERNING CODES. P HW i i A/C PB U f 3 ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 2 I I kHB DIRECT HOOK-UPS/CUTOFFS. �---- � i PH HVAC CONTRACTOR TO VERIFY THERMOSTAT 4• LOCATIONS. / ALL ELECTRICAL AND MECHANICAL EQUPMENT (LE. MDC -{ - 5' FURNACES, A/C UNITS, ELECTRICAL PANELS, T�.. �� PB SANITARY SUMP PITS, DRAIN TILE SUMP, AND Tv I ► WATER HEATERS) ARE SUBJECT TO RELOCATION �r�r■�, PIP I � GFI DUE TO FIELD CONDITIONS. I P ELECTRICAL DEVICES: ABOVE FINISHED FLOQR: FOR GARAGE_ SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL - — - DOOM OPENER ` " WALL OUTLETS OVER COUNTER TO CL '- REMAINING SWITCHES . . . . . . . . . . . .48" TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL OL BATH VANITY BRACKET OUTLET\\ t2 I (1 ABOVE TOP OF MIRROR). . . . 1 .88" TO CL ' WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL \ / I EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CIL / I GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CLFRONT DOOR r GARAGE POOR oOACH LIGHT,LIGHT • ' •84q TO CL \ / \ _______________________ I bQ - (ABOVE GARAGE FLOOR . . , . . . .84 TO CL GFI DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM \ / v OF FIXTURE v FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM \ / P OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL o r4 ° ° p. .❑. o . . . . . . . . . . 4 CD P DOORBELL BUTTON. . LEVEL W/ �' � CD DR HANDLE a , , P p❑ °. KITCHEN WALL HUNG MICROWAVE q A \ A A Ni•I P OUTLET . . . . . . . . . . . . . . . . . .76" TO CL P ° • ' d �� KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL coy .O 61 KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL .. m o _ t WASHER/DRYER OUTLET, . • . . . .48" TO CL a u. a �. � c, n q ..� : „� •. � --•-P JOB NO. 04 -0043 ❑ R �a °. . Via. ° ❑ b. g p ° q ° �.P CL = CENTER LINE P t� �v a a q ° „ v. ❑ p ° ° a 1 = FIELD VERIFY HAWKINS q ° 2 = MASTER BATH STANDARD 30" HIGH doh "� ❑ - q'. ° ' ° ° q ° � � a ° ❑ VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR MAIN FLOOR ELECTRICAL ELECTRICAL PLAN El . 1 SCALE: 1/4"=1'-O" - _ L 190 fkl),dlv, )-a,kL ........ �. --. o � o y O O J n a aro 2 a 2 E 0 �LEn rz Lo N C� C] r r r ❑ W W Cq S a L 1 X 4 [�] 21-911 21.011 2X4 G Vol �— REMOVE AS NECESSARY FOR ELECTRICAL OUTLET 1 c0040.5t —d-z \ J J \ \ \ D � = N N 1 COM pQj J� �- O D U O U � ' - - 5U tiM,540.5" KNEE WALL DETAIL . 1 I N �� CV o i i 2'-9" � 21.6 11 I 21_011 21-611 BATH 3 BATH 1 LAUNDRY CABINETS " ASTER BATH �+ _ - SCALE: 1/2 1 D SCALE: 1/2"=l'-7 SCALE: 1/2"=V-0" SCALE: 1/2"=1'-O" • 7 ct ct 21.011 31.3 11 31.011 21-611 31-011 QD N N N N1 _ r +� U � LL co co m co c1r) Go N %• i I \ , CL s — r-Orr 31-I+1 1 01 JOB NO- 04-B1-0043 40 HAWKI NS KITCHEN ELEVATIONS SHEET TITLE SHEET SCALE: 1/2"=l'-O" INTERIOR ELEVATIONS A2.6 L 7 90 4ww �a .......... r EXTERIOR o � ELEVATION NOTES ns g [NOTE-EXTELEV] 1. GRADE CONDITIONS MAY VARY FOR -gi g INDIVIDUAL SITE FROM THAT SHOWN. o a BUILDER SHALL VERIFY AND COORDINATE P a PER ACTUAL SITE CONDITIONS. n 2. PROVIDE ROOF AND SOFFIT VENTS AS LZREQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. r ASPHALT SHINGLES(TYP) d) _ — T 4"FREIZE TYP) 0 Lu a Lu cn FF ELEV9'-1 1/8" --- — — - - - -- 9'-1 1/8" FF ELEV � _ - - -- 4"TRIM(TYP) be m — - — - — LAP SIDING(TYP) 12 - - - ago W FF ELEV 0'-0" - - —� \` 0'-0" Fey F ELEV PLT HGT 9'-1 1/8" T ` _ - 9'-1 1/8" $ LT HGT N CA N N PI O } O O I1 OJ�y ti � � 7 cep � W � � O baa __ . .. - ._... --..... .. . -- - -... D'-0" FF ELEV FF ELEV 0,-0" __..__._... -----.._... __._ ---.... ---- --- �-�- GRADEcG�� REAR ELEVATION_ SCALE: 1/4"=l'-O" ct ct ASPHALT SHINGLES(TYP) _ -- - -- - - — — 4"FREIZE(TYP) __ --- - -- 9'-1 1/8" F F ELEV FF ELS 9'-1 118" •._._ --- 4"TRIM(TYP) -LAP SIDING(TYP) � - .-,_•- FF ELEV 0'-0" - -- 0'-0" F�ti F ELEV 9'-1 118" PLT HGT 9'-1 118" LT HGT k ^S r ti d' � ��y„ M II rl � JI — _ 0'-0" FF ELEV � �. FF ELE�r 0'_0" _ � � li II II II II iJ _—� � LJ Ll k: x0 GRADE GRADE ,:: m .E `a LL o a 4 LEFT ELEVATION • JOB NO. 04-Bl-0043 SCALE: 1/4"=1'--0" HAWKI NS SHEET TITLE SHEET REAR AND LEFT ��"� ELEVATIONS L EXTERIOR 0 m ELEVATION NOTES it U L [NOTE_EXTELEV] iv 4 1. GRADE CONDITIONS MAY VARY FOR p v ASPHALT SHINGLES(TYP) - U INDIVIDUAL SITE FROM THAT SHOWN. m9 BUILDER SHALL VERIFY AND COORDINATE _ PER ACTUAL SITE CONDITIONS. 2 12- _ 2. PROVIDE ROOF AND SOFFIT VENTS AS O N __ - --- REQUIRED BY CODE AND MANUFACTURERS LL S 8 .,� 8 W SPECIFICATIONS. 4"FREIZE(TYP) FF ELEV 9'-1 1/8" — - -- — - 9'-1 1/8" Fr�F ELEV ri n p W Lli co DOUBLE CRICKET 4"TRIM(TYP) JT] LAP SIDING(TYP) li LL� FF ELEV 0'-0" _L_1_-L__. __ _ 0'-0" o.�FF V -�I- ELE I- _ L PLT HGT 9-1 1/8" ® ® 10"ROUND COLUMNS R 7 W 0 .2 LL N FF ELEV 0'-O" -WIL 0'-0" Fc� FFELEV` N m GRADEoL E FRONT ELEVATION- SCALE: 1/4"=l'-O" cn rmm� 12 7::$ 8� ct ASPHALT SHINGLES(TYP)- ct 4"FRE IZE(TYP) PLT HGT 9'-1 1/8" - _ —_-_-- ---_-- 9'-1 1/8" FF ELEV TRIM(TYP) - - - - -- LAP SIDING(TYP) - - ---- ---- FF ELEV 0'-0" _ _ -- v 0'-0" Fri FF ELEV PLT HGTL 9'-1 1/8" 9"-1 1/8" Lr '� T HGT 10"ROUND COLUMN 9� LL Q iL�n� s �— `..w-......�..,. - 4 FF ELEV 0'-0" 0'-0" FF ELEV - g Las GRADE GRADE --- u x M M �6 LL RIGHT ELEVATION o 2 z SCALE: 1/4"=l'-O" " LL a • JOB NO. 04-BI-0043 • HAWKINS SHEET TITLE SHEET FRONT AND RIGHT ELEVATIONS A2.4 j i �� Vj b tl cac E N D c Fa E Q vi 2-11 2 2 La c 2 a :2� �� r,� Lo (V C� o L ir L r_...._ ..._.._------------------.__— ——- I r� i I I I � I r8:12 8:12------- ---------- _ _ —_— ___ m Lu 8:12 8:12 i 0 F-�-1 I I I W I I _o L �� le r-:co N cc J)C'4 N ro C7 cri 7 ro I 'o a u- I I mLL co � I J C3 civ 7 � I I N v o a vaa I I I I I I I 4 AD.2 I I 8:12 2 I I LLJ I i I i O � RIDGE I I I I I I I RIDGE, \\ I _ I ti' I r i N RIDGE i 7 i ct I I Co I °° I I I I I I I I I � I I I I I I I I 1 I I - 8:12 �� N I ao I I I \ I � I 8� w 18:r2 i i JQ� I I I i I I I 4 i I I 'q L T� I <<� 8:12 I I I I I I I I I FINK ATTIC TRUSSES ENGINEERED FOR \ � j LIGHT STORAGE DOUBLE— CRICKET ui i CRICKET \\_ _8:12 i --------- I I I 8:12 8:12 u I I o C9 M ti 0)CD s ° N of t 0.2 = a ROOF PLAN— SCALE: LL LL 1/4"=1'-0" JOB NO, 04-al-0043 HAWKINS SHEET TITLE SHEET ROOF PLAN A2.3 L l i pr rt� L.0 Q 5 _ .......------- �/f 4 : H dow e c ooh ID ,a a U a as CD a Resid n e �ii m 3 0 3 0. �a Jacksonville Beach, N 4 0 0� O L j BESTCON Homes i On W �� N l9 0 O_p LL C ti a � c m d N c(f� W � a IL Neill v _ w c m ct ----------- LLLLLLtiu APPF1OV�O a 1 CITY CF ATLANTIC SEACH r„5 I Ertl{1��p� F..! .�1. V�� 9 0Ci] LL r7 S ^ O JANy I k om CL LL _ I a ar J _._.. . ._._..__.._.._._....._.._ ----_.�_.. J08 NO, 04-61-OO43 • HAWKINS SHEET TITLE SHEET COYER AO.0 J Y -qu i LED 0 � W F5 Periods only used on one word abbreviations, if the abbreviation is a different word by itself; e.g. ARCH., BIT., and LAM. SHEET IN '�GENERAL NOTES 4D ABBREVIATIONS y . g yc -g A, ro Periods are usual) used when abbreviating multiple words, unless the are very common without periods; e.g, AFF, HVAC, R/A, and WWM. A.B, ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL L A 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 R P.BO. PARTICLE BOARD ARCHITECTURAL Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.B.O, FURNISHED BY OTHERS PC.CONIC. PRECAST CONCRETE /� A. Vapor Barrier shall be applied on all exterior walls. Install as r manufacturet's AGC ACCESS F,D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AO.O COVER SHEET P PP Pe AC.T. ACOUSTICALTILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISHFLOOR(LINE) PERI PERIMETER A11 INDEX ABBREVIATIONS 2. Minim . > Minimum Design Loads: A,D. AREA DRAIN F.G. FIXED GLASS PKG PARKING , SYMBOLS AND 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 •1 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER ^� 112 No staples allowed. AGG AGGREGATE FLR FLOORING) PNL PANEL ROOF: 40 P.S.F.Live Load N 4 LAYOUTS A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) r w 10 P.S.F.Dead Load Q, Flash all ALT ALTERNATE FN FENCE roof to wall conditions. ALUM ALUMINUM FND FOUNDATION PR PAIR(O PREFAB PREFABRICATED 0 Lu O Verifydesign loads with local Building codes and conditions.Refer to Structural E*. Gutters to be 5"(min. 27 gauge aluminum with baked enamel finish. Downs ut to be W PX ACCESS PANEL F.O. FACE R P5F POUNDS PER SQUARE FOOT A2.0 FOUNDATION PLAN LJ r? 9 9 ) g g (� APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH 7 Engineering for all structural details,specifications,and nates, .20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT URAL) FPHB FIFiE PROOF IIOSE BIBS uJ ( P7N PARTITION A5PW ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A2.1 MAIN FLOOR PLAN A.T. AUTOMTlC FR FULLS(p)(ING) C PAVE(D)UR YLCHL RI A2.2 SECOND LEVEL FLOOR PLAN Milli AUTO. AUTOMATIC FS FULL 51LE PVC POLYVINYL CHLORIDE(PIPE) 3. CONCRETE B. INSULATION AVG AVERAGE FTG FOOTING PVMT PAVEMENT q /`N 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 "WIDE BASE GAB. GA GAUGE A2,4 FRONT & RIGHT ELEVATIONS 636 36 each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjalcent to the exterior or to unheated 0 Z� O.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. B BD BOARD G G.B. GYPSUM(WALL)BOARD /� structure or gas mitigation due to these occurrences. R-11 batts at fireplace chase walls and under fireplace unit. BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR W RISER(ON STAIRS) A2.5 REAR & LEFT ELEVATIONS BIT. BITUMINOUS GO GRADE OR GRADING R R/A RETURN AIR W BLDG BLOCKING G.D.O. GARAGE-DOOR R R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS Mr BLDG BUILDING ORGROUND FAULTINTERRUPTER AAD RADIUS BLK BLOCK(CMOs) GL GLASS OR GLAZING RBL RUBBLE B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation OLKG BLOCKING GL.BK, GLASS BLOCK R.D. ROOF DRAIN and structural designs due to inadequqte soils or landfill occurences shall be the SM BEAM G.I. GALVANIZED IRON REFR REFRIGERATOR • 7. DRYWALL ELECTRICAL J responsibility of the"Builder-Developer"or it's subcontractors involved with the design and B.M. BENCH MARK GT GROUT REQ REQUIRED - O installation of such,and the Architect shall not be held liable or responsible for their BP 81,PASBRP BEARIN S(DOOR) RES RESILIENT implementations. A. All walls to have Ya gypsum and all ceiling t# sum O'ceiling board unless BRK BRICK H 42"H 42"HIGH(WALL) REV REVISION(S),REVISED �1YI► ...w noted otherwise. HB HOSE BOB REINF REINFORCED(ING) C B.S. BASEMENTS W.C. HOLLOWCORERFG ROOFING E1.1 MAIN FLOOR ELECTRICAL PLAN _ B. Use water resistant sum board for exposed walls and ceiling at shower and tub wall BSMT BASEMENT WD HEAD pA HARD R.J.B. REINFORCED JUNCTION BOX gyp p 9 BTMORBOT BOTTOM H.D. HEATpETECTURORHEAVYDUTY PLO RAILING E1.2 SECOND LEVEL ELECTRICAL PLAN C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTwN BETWEEN HDR HEADER per local codes or specific soil conditions,whichever is mare restrictive. BVL BEVELED HOW HARDWARE R&M RANGE W/MICROWAVE B.W. BOTH WAYS HOT HEIGHT RM ROOM R.O. ROUGH OPENING e. INTERIOR TRIM AND FIN ISH IE8 to be selected b contractor. H.M. HOLLOW METAL R.O.W. RIGHT OF WAY cn y CAB CABINET HORZ HORIZONTAL R&5 ROD AND SHELF(S) 07 ^ C.B. CATCH BASIN o D. Soil test must be approved by Geo technical Engineer prior to footing pour. GEM CEMENT HIS HOUR ( DETAIL SHEETS Q 9. DOORS&WINDOWS CER CERAMIC H.R. HALF ROUND WINDOW) GO SOLID CORE(DOOR) OF CUBIC FOOT HS HORIZONTALSLIDER SGH SCHEDULE w P1 m E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER H7p HEATING 5D SMOKE DETECTOR ADA WALL SECTIONS/FOUNDATION DETAILS � 2 x HVAC FIEATING,VENTILATINCvA1RCORD. SEC SECTION O �- � 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 HWO HARDWOOD(FLOORS)FLOORS) o o ILL concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. GA5T•IN-PLACE CONC. S.F. SQUARE FEET A D.2 ROOF DETAILS m LL^ SF.GL. SAFETY GLASS M v or local Codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE ' I.B. IRONING BOARD S.G.A. SLIDING GLASS DOOR r� ^ performance standards ANSI/AAMA 101-88 for metal wirndows DH-C40 for vinyl windows CIRC CIRCUMFERENCE LD, INSIDE DIAMETER A D.3 MISC DETAILS SH SINGLE HUNG OR SHELF(VINO) and the CRF shall not be less than 55. CJ. CONTROL JOINT OR CONSTRUCTION JOINT 11.0. IN LIEU OF SHIT (DRAWING)SHEET J m N GK GALK(ING)GAULK(ING} I•M. INSULATED METAL SHTHG SHEATHING AD.4 MISC DETAILS y 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 m CLP CEILING INT INTERIORAD.5 MISC DETAILS RANCE) SKL SKYLIGHT ca m CUR CLEA C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding SL SIDELIGHT OR SLEEVE o G. Provide minimum 4"concrete cover at under slab utilitylocations. When concrete glass doors and in windows as per local Codes, GLS CLOSURE OR CLOSER(POOR) JST JOIST(FLOOR OR ROOF) SNIT SEALANT p CM CENTIMETER(S) J7 JOINT � � � 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.Q. CASED OPENING KD KNOCKDOWN(CEILING) SPEC (AUDIO) SPECIFICATIONS SPE D. Caulk at all sash,sliding glass doors,entrance doors and'bottom plates(all sides of COI, COLUMN K KIT KITCHEN SPK (AUDIO)SS S1 E L openings)and head flash all windows and doors. COMB COMBINATION KO I,NOCKOUT $.TU STAINLESS STEEL H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STD STANDARD p COND (AC)CONDENSER K/S KNEE SPACE STG OR STO STORAGE including patio, porch and sidewalks. 5TL STEEL CONST CONSTRUCTION STIR STRUCTURAL 10. MECWINICAL&ELECTRICAL CONT CONTINUOUS LAM. IAMINATE(p) SO SQUARE I. Provide"Zi Strip"or tooled control'pints where indicated on the foundation tans. CONTR CONTRACTOR LAV LAVATORY(SINK) SUS SUSPENDED p P" 1 P CARR CORRUGATED L.B.O. UN BY OTHERS 5.W, SHEAR WALL NUTE A. All electrical and plumbing requirementsshallshall comply with local building Codes. All outdoor, CPR GpppER L!V LIVING bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSE(S) L.L. LIVE LOAD T TREAD(AT S1AIR5)OR TILE 4, FRAMING CSMT CASEMENT L.P. LAMINATED PLASTIC T T,B. TOWER BAR LT LIGHT T.B.D. TO BE DETERMINED C-ST, CAST STONE L.T. LAUNDRY TUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO CENTER OR CENTER OR COUNTER A, Laminated veneer lumber(LVL)shall provide the design values equal toot exceeding the C.T. LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Prov)d3 y.;:y box for washer and provide solid metal dryer vent(taped-no screws)to OTRLVL LAM VERNIER LUMBER(BEAMS) TEMP. TEMF'ERLD(GLASS) CX CONNEXTION exteA'o. LVR ;_OUVER T&G TONGUE&GROOVE 2800 psi in Bending,Fb CY CUBIC YARD + TEL TELEPHONE 285 psi in Horizontal Shear,Fv C All se:vor and water sleeves to be depth and separation as per local code below adjacent "f\ 12"D 12"DEEP M METER(5) THK THIGK(NESS) �w 2,000,000 psi in Modulus of Elastic' E finish rade. V MAX MAXIMUM THR THRESHOLD l P ity, g D DRYER,OR DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE OBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.O.M. TOP OF MASONRY stress+875 p-SA.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0"inslUe or outside 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) DET DETAIL MH MANHOLE TP `!TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed frorn the water meter to an exterior D.F. DRINKING FOUNTAIN MIA MINIMUM TV TELEVISION OUTLET OR LOCATION /F remote water meter reader at a location to be approved by/the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit sha)1 be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MISC MISCELLANEOUS ct 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. DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) Plata Institute. The water,is-,;artment shall make the connections. D.L. DEAD LOAD MM MILLIMETER UNF UNFINISHED ON DOWN(STAIRS) -'A M 8 :1EMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS,ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP-PROOFING M.U. MASONRYOPENING DR DOOR MOD MODULAR VB VANITY BASE UNIT OR FACS OF MASONRY UNIT TO FACE OF STUD. \/ 2• a"high density T&G,Ptywood subtlonr rued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRB MARBLE Y V.B. VAPOR BARRIER ct 24/32, Exposure 1,with sealed edges, Install per manufacturers'spacing and edge D5 DOWNSPOUT MTL METAL VB36 36"WIDE VANITY BASE recommendations. F. Water service shall be 1"minimum from each exterior shutt off valve, D's DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL D,T, DRAINTILE MULL MULLION OR MULLED VIN (SHEET)VINYLS^� DTL DETAIL V.S. VEGTABLE SINK 3, G. All shower head heights to be 80"AFF at fiberglass DW DISH WASHER A, NA NOT APPLICABLE V.T. VINYL TILE � Y"underlayment(minimum)under vinyl or tile on wood frame floor systems. 9 g ass showers and 84"AFF at ceramic DWG DRAWING N N.I.C. NOT IN CONTRACT W showers. DWR DRAWER NIL NAILABLE NOM NOMINAL W W3630 36'W X 30"H WALL CAB d 4• Min'%"high density O.S.B.wood roof sheathing with'H'clips.APA panel span rating shall EA EACH N.T.S. NOT TO SCALE W WIDE OR WASHING MACHINE be 24/0,exposure 1,with sealed edges.Install per manufacturers'spacing and edge E EB EYEBROW(FLAT ARCH) N.G,V.D. NAT.GEODETIC VERTICAL DATOM WC WATER CLOSET E.F. EACH FACE WD WOOD recommendations, O OA OVERALL WF WIDE FLANGE(STEEL BEAM) E.J. EXPANSIONJOIN7 OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER ELEC ELEGTRIC(AL) W.H. WALL HUNG D, Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES E.P. ELECTRICAL PANEL O.CAS. OVERHEAD CABINET WI WROUGHT IRON designs prepared under the supervision of a registered professional engineer. , Ea EQUAL O.D, OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON 'THE ARCHITECTURAL EST ESTIMATE O.G.O. OVERHEAD GARAGE DOOR WIN WINDOW E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W1 W/O WITH OR WITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNG OPENING WP WATEHPROOF(ING) drawings to builder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop 9 OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER ATTIC VENT CALCULATION approval of roof trusses and beams EXT EXTERIOR W. WALL w WAINSCOT To wall WWM WELDED WIRE MESH F• Mins exterior grade plywood or OSB woad sheathing behind all masonry veneer,dryvit panels and Cedar siding.See elevations for locations. 1 p G. Pressure treated lumber to 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 *144 SQ. IN. = 1 SQ. FT. indicated on the plans. � EARTH PLYWOOq BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG, (SQ, IN. /300 = SQ, IN. OF VENT REQUIRED SHEET NUMBER � SAND OR GRAVEL FILL � INSULATING SHEATHING SQ" IN. OF VENT REQUIRED /2 = 50%AT RIDGE & 50°/D AT EAVES '"'FOOD STUD PARTITION ® BATT INSULATION �_, la DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-20 WOOD POST OR 2-2X6 UNLESS OTHERWISE NOTED RIGID INSULATION PLAN 4 BRICK WATER CLOSET ANGLE AREA TABULATION �Lx is CONCRETE BLOCK a CENTERLINE MAIN FLOOR FLAN 1462 SUT. Q CONCRETE it C9 HB ruB/sHowER SECOND FLOOR 725 SQ. FT. HOSE BIBB (FREEZE PROOF) STONE M IOTA G �- GAS LINE STUB L A/ AREA 2187 SQ.FT. C y ® LAVATORY STEEL O k, CO FRONT PORCH 166 SQ" FT. a C) PENNY DIMENSIONAL LUMBER ❑ ❑ DOUBLE SINK LANAI 124 S Q. FT. PERPENDICULAR GARAGE 437 S Q. FT. • JOB NO. 04-B1-0043 ■ R PLATE L= BLOCKING ❑ SINGLE SINK HAWKINS 0 ROUND OR DIAMETER FINISH GRADE WOOD TOTAL AREA 2 914 S Q.F T. SHEET TITLE SHEET GENERAL NOTES A1 . 1 L '7 0 , MAIN FLOOR NOTES r No _FLOOR 3 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR ELEVATION TO BE CLEAR GLASS. ' 2. ALL UN–DIMENSIONED PARTITIONS 49-0" ARE 3 1/2" ROUGH. 10 3. ALL ANGLED PARTITIONS ARE 45 g IZ-31 " 13'-0 14 B" � � DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12 s w/ 1/2 8'-g" 3'-4" 3'-0" PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING �► 5'-$• 5'-$" 4'-4" WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS I (2)SH306o AND GIRDER TRUSSES UNLESS OTHERWISE NOTED, ALL SUCH CONCENTRATED LOADS @90"AFF I SHALL BE TRANSFERRED TO FOUNDATION n4xg giaLLI VIA BEAMS, POSTS AND/OR SOLID CATHEDRAL CATHEDRALBLOCKING. o� L" - r 6. ALL EXTERIOR DIMENSIONS ARE TO FACE (2)SH3060 9' L�� OF STUDS UNLESS OTHERWISE NOTED. I @90"AFF 13'-5 91-60 7. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS I OTHERWISE NOTED ON FOUNDATION PLAN. MASTE I SUITE I $ HANGERS, TRUSS F& SET SPACINGZE SOR�ALLTRUSSESTENERS, CATHEDR CLP, 6068 SLIDI I G GLASS DOOR 9. WINDOWSUPPLIERTO VERIFY AT LEAST 14-1 x 1T-0 ONE WINDOW IN ALL BEDROOMS TO HAVE I NOOK A CLEAR EGRESS OPENING OF 5.7 SQ. FT. 'T w F_ CATHEDRAL CATHE RAL CLG o WITH MIN. DIMENSION OF 24 IN HEIGHT AND °o CATHEDRAL I " L J 12,-0'�x 10'-1" w 20 IN WIDTH; SILL HEIGHT NOT GREATER --� .. I THAN 44" ABOVE FLOOR. s ams 10. BALLOON FRAME ALL EXTERIOR WALLS -• (f I " GREAT ROO b � SHEATHING ABOVE »)PROVIDE F RESTOPPING TO UNDERSIDE OF F I 40.5 h WALL w/15"BAR CATHEDRAL CLG � c=n EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". I Tpp,4gp�E 12-9 x 18'-4 w 11. ALL HANDRAIL BALUSTERS TO BE ------------__ -- I __________.�_____ � SPACED SUCH THAT A 4" SPHERE CANNOT _ -_ - - PASS BETWEEN BALUSTERS. - — -'— — �'"" �" _1Q��L�L _- `�� i 42•BC 18"BC SQ GOLUMN TO CL 12. ALL ELECTRICAL AND MECHANICAL ..___�_�'-3 ________ � :___' / \I 4'-�' 5'9" 17-10�• r–______–.�___ �1 \I Cy, LL � r – 4 5 r2 2" r 2 •N CANTILEVERED LANT SHELk FROM c�� 1 LS 1 `�–_� EQUIPMENT & METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS: 11-1112' EADEf LEVEL 36'h KNEE WALL— D�4. CONTRACTOR TO VERIFY. W -- RANGE �� 13. FOR ADDITIONAL NOTES SEE GENERAL 3 i o 1 24" w/MICRO F NOTES ON TITLE SHEET & DETAILS. 0 ti 0 ° 1 D/S I ' 0 HOOD KITCHEN 14, TYPICAL WINDOW HEAD HEIGHT SHALL BE p -� - I A 96 ABOVE FINISH FLOOR (O.N.O.), -�-� �U. g 1 " " _ , 9y C-G; ° """""" 15. WINDOW MANUFACTURER TO TEMPER ALL 1 --- " 124 x 340PG, p 1 12-0 x 11 -4 WINDOWS 2' WITHIN DOORS OVER TUB & roo 1 (� AFF 2868 PKT 38�BC _ to co 1 = MIPERED GLAS 4•DS SHOWERS-7 WINDOWS WITCHING 18" OF THE C� 1 (CLEAR) 1 FINISHED FLOOR. a. Pv I cv I �—..._...___� w Yam) ,N 2868 SQ. 2868 1 1 { LS j O con r ------- 4`--�� `"� �• M 2868 PI T OPG. , �sf - - — — —_.—— — —_. — — — ■ I � � (n I ` OHC WALL TO S'-W _ O PLANT SHELF X8'-4" PLANT SHELF @8'-4" c0 BYPASS ENCLOSURE 2068 �'N __ OPEN HANDRAIL w- 4 C� c.► VERIFY SIZE WITH – - I 2X LWALL SUPERINTENDENT SHOE I 1 2068 PKT r,- --, 2868 2668 I I I h i 1 ❑/5P WRAPPED 2 WI la BAT a i i i OPG. . C to H „� , U T o I Q ago I � CLO. I 9' CLG. ��i , S„ V 1 I � 266$ � Q I I I I I U –/ ; WRAPPED OPG. 1 . 1 " COMPRESSOR I R/S ___� TIONA� IF " 9- 4068 r' �j-5- iCATHEDRALCLG0 3' 2'-10" 5'-9" 4'-4" 2'0" i 1 �-_--- t? Ul1 OFFICE/DEN 1 $_9' CLG3 PTIONA i ct 11 4 x 14!-0" w L 2868 SC ; I I ENTRY 1 I------------------------------------------� � L__-____-___---___ �, _________________________ CATHEDRAL CLO. h 8-7 x 8-8' = f POLL`�]OYVN V I TTIC A� j GA RAGE (2)5F13060 19'-5' x 21-8" 90-AFF _l r T w , Cb I � / I II_- - - - - b L l- - - - / rl 4o e +• 46'x7.'OGDv v e a' _ ' Q - � .a 'p A S A by, •• •A •• q • . # .a •'p a a` ►' ..e 10'-0"e ' �`' 4'4D" 3'-0" 4'" 4'-0 2" ` `p 4'•4" A .' ` a ° p ` p � a ° IS• i 11'-7�" V-4 9 v p 6, s pa ° A• A' , ` 4 PLAN , • 4 v v p t .v.p A. •a ', v � .p v 'v a '' a. A D (i q a v ..a; • : p a o p v P• .a a 'a: ' ' •? A F Ik v v / TABULATION � p ` a v 4 •p a ap a p ° a a ° q A ° A � . . v t a A . v p. a ev e '. °.� ° a A q p . . v A ' , v P e MAS FLOOR PLAN 1462 SQ FT v A G vs a s � b a p A •p R •� a •q. q.. ♦ ♦ hkh •�. . ' P . ' . • . . • .. �• : . . . . . • . . .. - . • . . . • . .• . . . : . . - • . . . •� • . . .. . . . ND FLOOR 725 S .FT. � �W p'p •• •° Ase °' pA . NOTEN > a TOTAL A/C AREA 2187 S .FT. � SQ .FT.FRAMING P ALL, DOORS 1 ' JOB N0. 04-81 D043 FLOOR PLAN FRONT PORCH 166 S Q.FT. I SCALE: 1/4'=1'-0' SCALE: 1/4"=1'-0' LANAI 124 SQ.FT, HAWKINS NAVE 4-, 1 /2" RETURNS GARAGE 437 SQ.FT. SHEET TITLE SHEET MAIN FLOOR PLAN TOTAL AREA 2914 SQ"FT. A2.1 L 7 q f)" MAIN FLOOR NOTES NOTE,„,.FLOOR �. S 1. WINDOW GRILLS ARE STANDARD IN FRONT ' " = AND SIDE ELEVATIONS AND REAR 0 'E ca ro ,U ELEVATION TO BE CLEAR GLASS. ' 2, ALL UN-DIMENSIONED PARTITIONS ('I`f 'o L 8 ARE 31/2" ROUGH. Ba7 � 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED., o a c 4. PROVIDE MINIMUM 2-2x12 s w/ 1/2 PLYWOOD FLITCH PLAN AT ALL EXTERIOR w/ WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-20's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE P81-3" NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION 11'-31 " 12'-4 VIA BEAMS, POSTS AND/OR SOLID n q 4-7 BLOCKING, T-7" 6. ALL EXTERIOR DIMENSIONS ARE TO FACE o El OF SE NOTED. Lu U) 2'-10%2" 2' 10" 4020 FX TRAPAZOID 7. ALLS RUSSES TO BEAR TUDS UNLESS EON I EXTERIOR � Lu @78 AFF WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. 4 _ R/s _ 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, Q HANGERS & SET SPACING FOR ALL TRUSSES. (2)4068 1.� 9. WINDOW SUPPLIER TO VERIFY AT LEAST O ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. w Q WITH MIN. DIMENSION OF 24" IN HEIGHT AND r -- 20IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. BEDROOM 410. BALLOON FRAME ALL EXTERIOR WALLS �� 9' CLG. z" (ABOVE 8'-1") TO UNDERSIDE OF ROOF -- Q 1'4" 3'-4" 1O'-8" x 10'-6" SHEATHING - PROVIDE FIRESTOPPING EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". 11, ALL HANDRAIL BALUSTERS TO BE LL d 4.4SPACED SUCH THAT A 4" SPHERE CANNOT u. o PASS BETWEEN BALUSTERS. Q co 12. ALL ELECTRICAL AND MECHANICAL 10'OZ' N2Z'-5 \ co (n2668 �4 EQUIPMENT & METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; �' N CONTRACTOR TO VERIFY. ro N 3 13. FOR ADDITIONAL NOTES SEE GENERAL ) " << NOTES ON TITLE SHEET & DETAILS. U. 0 0 Z-4" 7 2* N Q 1.0 266$ 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE 96" ABOVE FINISH FLOOR (O.N.O.). D W 1 RI EJ D W 1 RISESro m co rn 15. WINDOW MANUFACTURER TO TEMPER ALL � "4 40 P R IS m @ 40' P R 15 WINDOWS 2' WITHIN DOORS, OVER TUB & Q) W 102' w SHOWERS 7 WINDOWS WITCHING 18" OF THE o r — _ _ — — OPEN HANDRAIL _ RR/S� FINISHED FLOOR. a. a i N BEDROOM 3 Lu 9' CLG. 0 2468 2p68 = 10'-7" x 11'-11" J o ! i Q o 2668 (2 2068 11'-2" --- I 8_ I 18" 3'7 2" 10" 3'7" 1'-8" i 3"5� 2'-1 a7 ! 18" D/S I ---- i \ (2)4068 - R/S 2468 PKT BEDR60M 2 CATHEDIAL CLG. I 11 —4 K9'—8 o X- • 0�\ I I 4 O I I t_✓J LTJ �P LTJ I 1 I 1 I I ctI 1 .0 I I I 1 o � 0 1 I I I 1 I I 4020 SLIDER @84"AFF I I I I (2)SH 3050 5'-7Y2 T-3" 2'-112" 2'-6" 4'32" 3'4" 4.32,. @84"AFF 10'-102" 5'-52" 11'11" 28'-3" F� ria PLAN NOTE : �j 5 � 5 AREA TABULATIONe 'l q� ! ALL DOORS TO MAIN FLOOR PLAN 1462 SQ.FT. L SECOND FLOOR 725 SQ.FT. F HAVE 4- 1 /2" RETURNS TOTAL A/C AREA 2187 SUT. y;. °x LL ! „ Q 2 N FRONT PORCH 166 SQ.FT. coy � LANAI 124 SQ-FT, c ° S c O _ r GARAGE 437 SQ.FT. 4 a CL • JOB NO. 04-B1-0043 C` OND TOTAL AREA 2914 SQ.FT.SECOND FLOOR FRAMING PLAN SEFLOOR PLAN- HAWKINS SCALE: 1/4"=l'-O" SCALE: 1/4"=1'-O" SHEET TITLE SHEET MAIN FLOOR FLOOR PLAN A2.2 2"2 na -7(/0 PaUdM4 lake- Vj b tl cac E N D c Fa E Q vi 2-11 2 2 La c 2 a :2� �� r,� Lo (V C� o L ir L r_...._ ..._.._------------------.__— ——- I r� i I I I � I r8:12 8:12------- ---------- _ _ —_— ___ m Lu 8:12 8:12 i 0 F-�-1 I I I W I I _o L �� le r-:co N cc J)C'4 N ro C7 cri 7 ro I 'o a u- I I mLL co � I J C3 civ 7 � I I N v o a vaa I I I I I I I 4 AD.2 I I 8:12 2 I I LLJ I i I i O � RIDGE I I I I I I I RIDGE, \\ I _ I ti' I r i N RIDGE i 7 i ct I I Co I °° I I I I I I I I I � I I I I I I I I 1 I I - 8:12 �� N I ao I I I \ I � I 8� w 18:r2 i i JQ� I I I i I I I 4 i I I 'q L T� I <<� 8:12 I I I I I I I I I FINK ATTIC TRUSSES ENGINEERED FOR \ � j LIGHT STORAGE DOUBLE— CRICKET ui i CRICKET \\_ _8:12 i --------- I I I 8:12 8:12 u I I o C9 M ti 0)CD s ° N of t 0.2 = a ROOF PLAN— SCALE: LL LL 1/4"=1'-0" JOB NO, 04-al-0043 HAWKINS SHEET TITLE SHEET ROOF PLAN A2.3 L l EXTERIOR 0 m ELEVATION NOTES it U L [NOTE_EXTELEV] iv 4 1. GRADE CONDITIONS MAY VARY FOR p v ASPHALT SHINGLES(TYP) - U INDIVIDUAL SITE FROM THAT SHOWN. m9 BUILDER SHALL VERIFY AND COORDINATE _ PER ACTUAL SITE CONDITIONS. 2 12- _ 2. PROVIDE ROOF AND SOFFIT VENTS AS O N __ - --- REQUIRED BY CODE AND MANUFACTURERS LL S 8 .,� 8 W SPECIFICATIONS. 4"FREIZE(TYP) FF ELEV 9'-1 1/8" — - -- — - 9'-1 1/8" Fr�F ELEV ri n p W Lli co DOUBLE CRICKET 4"TRIM(TYP) JT] LAP SIDING(TYP) li LL� FF ELEV 0'-0" _L_1_-L__. __ _ 0'-0" o.�FF V -�I- ELE I- _ L PLT HGT 9-1 1/8" ® ® 10"ROUND COLUMNS R 7 W 0 .2 LL N FF ELEV 0'-O" -WIL 0'-0" Fc� FFELEV` N m GRADEoL E FRONT ELEVATION- SCALE: 1/4"=l'-O" cn rmm� 12 7::$ 8� ct ASPHALT SHINGLES(TYP)- ct 4"FRE IZE(TYP) PLT HGT 9'-1 1/8" - _ —_-_-- ---_-- 9'-1 1/8" FF ELEV TRIM(TYP) - - - - -- LAP SIDING(TYP) - - ---- ---- FF ELEV 0'-0" _ _ -- v 0'-0" Fri FF ELEV PLT HGTL 9'-1 1/8" 9"-1 1/8" Lr '� T HGT 10"ROUND COLUMN 9� LL Q iL�n� s �— `..w-......�..,. - 4 FF ELEV 0'-0" 0'-0" FF ELEV - g Las GRADE GRADE --- u x M M �6 LL RIGHT ELEVATION o 2 z SCALE: 1/4"=l'-O" " LL a • JOB NO. 04-BI-0043 • HAWKINS SHEET TITLE SHEET FRONT AND RIGHT ELEVATIONS A2.4 j i �� .......... r EXTERIOR o � ELEVATION NOTES ns g [NOTE-EXTELEV] 1. GRADE CONDITIONS MAY VARY FOR -gi g INDIVIDUAL SITE FROM THAT SHOWN. o a BUILDER SHALL VERIFY AND COORDINATE P a PER ACTUAL SITE CONDITIONS. n 2. PROVIDE ROOF AND SOFFIT VENTS AS LZREQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. r ASPHALT SHINGLES(TYP) d) _ — T 4"FREIZE TYP) 0 Lu a Lu cn FF ELEV9'-1 1/8" --- — — - - - -- 9'-1 1/8" FF ELEV � _ - - -- 4"TRIM(TYP) be m — - — - — LAP SIDING(TYP) 12 - - - ago W FF ELEV 0'-0" - - —� \` 0'-0" Fey F ELEV PLT HGT 9'-1 1/8" T ` _ - 9'-1 1/8" $ LT HGT N CA N N PI O } O O I1 OJ�y ti � � 7 cep � W � � O baa __ . .. - ._... --..... .. . -- - -... D'-0" FF ELEV FF ELEV 0,-0" __..__._... -----.._... __._ ---.... ---- --- �-�- GRADEcG�� REAR ELEVATION_ SCALE: 1/4"=l'-O" ct ct ASPHALT SHINGLES(TYP) _ -- - -- - - — — 4"FREIZE(TYP) __ --- - -- 9'-1 1/8" F F ELEV FF ELS 9'-1 118" •._._ --- 4"TRIM(TYP) -LAP SIDING(TYP) � - .-,_•- FF ELEV 0'-0" - -- 0'-0" F�ti F ELEV 9'-1 118" PLT HGT 9'-1 118" LT HGT k ^S r ti d' � ��y„ M II rl � JI — _ 0'-0" FF ELEV � �. FF ELE�r 0'_0" _ � � li II II II II iJ _—� � LJ Ll k: x0 GRADE GRADE ,:: m .E `a LL o a 4 LEFT ELEVATION • JOB NO. 04-Bl-0043 SCALE: 1/4"=1'--0" HAWKI NS SHEET TITLE SHEET REAR AND LEFT ��"� ELEVATIONS L ........ �. --. o � o y O O J n a aro 2 a 2 E 0 �LEn rz Lo N C� C] r r r ❑ W W Cq S a L 1 X 4 [�] 21-911 21.011 2X4 G Vol �— REMOVE AS NECESSARY FOR ELECTRICAL OUTLET 1 c0040.5t —d-z \ J J \ \ \ D � = N N 1 COM pQj J� �- O D U O U � ' - - 5U tiM,540.5" KNEE WALL DETAIL . 1 I N �� CV o i i 2'-9" � 21.6 11 I 21_011 21-611 BATH 3 BATH 1 LAUNDRY CABINETS " ASTER BATH �+ _ - SCALE: 1/2 1 D SCALE: 1/2"=l'-7 SCALE: 1/2"=V-0" SCALE: 1/2"=1'-O" • 7 ct ct 21.011 31.3 11 31.011 21-611 31-011 QD N N N N1 _ r +� U � LL co co m co c1r) Go N %• i I \ , CL s — r-Orr 31-I+1 1 01 JOB NO- 04-B1-0043 40 HAWKI NS KITCHEN ELEVATIONS SHEET TITLE SHEET SCALE: 1/2"=l'-O" INTERIOR ELEVATIONS A2.6 L 7 90 4ww �a ELECTRICAL KEY o o [NOTE-UCSYM] .Q m s �$ SINGLE POLE OUTLET �g Q w � DUPLEX CONVENIENCE OUTLET m c 2 G ] C N U '- 3 A DUPLEX OUTLET ABOVE COUNTER d a � 6 E wp WEATHERPROOF DUPLEX OUTLET kaGA GROUND--FAULT CIRCUIT-INTERRUPTER 4 ' DUPLEX OUTLET N � � = � = oma •- HALF-SWITCHED DUPLEX OUTLET (,`� ® SPECIAL PURPOSE OUTLET/JUNCTION BOX wY 41-- DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH -3 THREE-WAY SWITCH d �-4 FOUR-WAY SWITCH p - - -R RHEOSTAT SWITCH Lu a U) DM DIMMER SWITCH Lo a JQ REINFORCED JUNCTION BOX L mi ` I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE � - WALL MOUNTED INCANDESCENT V) LIGHT FIXTURE CATHEDRAL CATHEDRAL RECESSED INCANDESCENT LIGHT FIXTURE y DATA `�.�1 RECESSED ADJUSTABLE EYEBALL N INCANDESCENT LIGHT FIXTURE r IPC INCANDESCENT LIGHT FIXTURE y WITH PULL CHAIN R !* ' \ I EXIT LIGHT Wp I I ' EMERGENCY LIGHT M PHI J FLUORESCENT LIGHT FIXTURE �1 TV BRACE FOR CHANDELIER FLUORESCENT LIGHT FIXTURE CATHEDRAL CATHEDRAL ' WITH PULL CHAIN TILE _ r TRACK LIGHT w ?+ oNa ¢ CARPET EXHAUST FAN (VENT TO EXTERIOR) co Q EXHAUST FAN/LIGHT COMBINATION',c" \ w (VENT TO EXTERIOR) o EXHAUST FAN WITH HEAT LAMP v \ ❑ (VENT TO EXTERIOR) M w _ roo CHIMES -' � N \ I L _ - - - - - - 1. — _ — W — I ` U �o �� PB PUSHBUTTON SWITCH cu� c i ► I - _ so SMOKE DETECTOR v o L _ ► GFI HD HEAT DETECTOR a a. a �i a co CO2 DETECTOR I � _ ' ,_ I r o Q THERMOSTAT I� ~�I Q ► L___ ® SPEAKER o I _ I , L..___ '17 llllliii�'y PHONE (1-CAT3) ILE CARPET I , i GF11 � �i� r H DDC (1-CAT5, 1-RG6) GF ►�pc MDC (2-CAT5, 2-RG6) J�_ /��/ 0 ELECTRIC METER CH ELECTRIC PANEL I , I ► ILE CEILING FAN PREWIRE ARPET 3 (PROVIDE ADEQUATE SUPPORT) 1 �r CEILING FAN / LIGHT PREWIRE 0 TILE r`r �- �_ .�..�-� ` ""�_" (PROVIDE ADEQUATE SUPPORT) RPET qCARP�� CARPET — — TILE ELECTRICAL NOTES: ARP rr — I i 2 iLE [NOTE-UcTRIc] Lr,ITp' ❑ I. PROVIDE AND INSTALL LOCALLY CERTIFIED MOK w DETECTORS AS REQUIRED BY NATIONAL FIRE rt-- ---7 — - PROTECTION ASSOCIATION NFPA) AND MEETING ct ( THE REQUIREMENTS OF ALL GOVERNING CODES I r I _ + [10 I -J PROVIDE AND INSTALL GROUND FAULT - -�-� ��.. F. z• CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY Lu NATIONAL ELECTRIC CODE (NEC) AND MEETING --- GFi THE REQUIREMENTS OF ALL GOVERNING CODES. P HW i i A/C PB U f 3 ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 2 I I kHB DIRECT HOOK-UPS/CUTOFFS. �---- � i PH HVAC CONTRACTOR TO VERIFY THERMOSTAT 4• LOCATIONS. / ALL ELECTRICAL AND MECHANICAL EQUPMENT (LE. MDC -{ - 5' FURNACES, A/C UNITS, ELECTRICAL PANELS, T�.. �� PB SANITARY SUMP PITS, DRAIN TILE SUMP, AND Tv I ► WATER HEATERS) ARE SUBJECT TO RELOCATION �r�r■�, PIP I � GFI DUE TO FIELD CONDITIONS. I P ELECTRICAL DEVICES: ABOVE FINISHED FLOQR: FOR GARAGE_ SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL - — - DOOM OPENER ` " WALL OUTLETS OVER COUNTER TO CL '- REMAINING SWITCHES . . . . . . . . . . . .48" TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL OL BATH VANITY BRACKET OUTLET\\ t2 I (1 ABOVE TOP OF MIRROR). . . . 1 .88" TO CL ' WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL \ / I EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CIL / I GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CLFRONT DOOR r GARAGE POOR oOACH LIGHT,LIGHT • ' •84q TO CL \ / \ _______________________ I bQ - (ABOVE GARAGE FLOOR . . , . . . .84 TO CL GFI DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM \ / v OF FIXTURE v FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM \ / P OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL o r4 ° ° p. .❑. o . . . . . . . . . . 4 CD P DOORBELL BUTTON. . LEVEL W/ �' � CD DR HANDLE a , , P p❑ °. KITCHEN WALL HUNG MICROWAVE q A \ A A Ni•I P OUTLET . . . . . . . . . . . . . . . . . .76" TO CL P ° • ' d �� KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL coy .O 61 KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL .. m o _ t WASHER/DRYER OUTLET, . • . . . .48" TO CL a u. a �. � c, n q ..� : „� •. � --•-P JOB NO. 04 -0043 ❑ R �a °. . Via. ° ❑ b. g p ° q ° �.P CL = CENTER LINE P t� �v a a q ° „ v. ❑ p ° ° a 1 = FIELD VERIFY HAWKINS q ° 2 = MASTER BATH STANDARD 30" HIGH doh "� ❑ - q'. ° ' ° ° q ° � � a ° ❑ VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR MAIN FLOOR ELECTRICAL ELECTRICAL PLAN El . 1 SCALE: 1/4"=1'-O" - _ L 190 fkl),dlv, )-a,kL ELECTRICAL KEY r (NOTF.JiLECS,M] w b a SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET " C D U DUPLEX OUTLET ABOVE COUNTER N Wp WEATHERPROOF DUPLEX OUTLET 4d , S `c2 0g � a co GROUND-FAULT CIRCUIT-INTERRUPTER GFI DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET U- n E ® SPECIAL PURPOSE OUTLET/JUNCTION BOX 1= DUPLEX OUTLET IN FLOOR 0 220v 220 VOLT OUTLET ® OVERHEAD DUPLEX '�- WALL SWITCH 3 THREE-WAY SWITCH o 0 f�*-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH °w co DM DIMMER SWITCH c Q REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE V) RECESSED INCANDESCENT LIGHT FIXTURE M w RECESSED ADJUSTABLE EYEBALL be m INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN z 1M r ) EXIT LIGHT _ W Q EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE STEM PULL CHAIN � TRACK LIGHT v 0 EXHAUST FAN (VENT TO EXTERIOR) co N EXHAUST FAN/LIGHT COMBINATION > (VENT TO EXTERIOR) o a { ] EXHAUST FAN WITH HEAT LAMP v, " (VENT TO EXTERIOR) m❑ CHIMES N � -- �EPB PUSHBUTTON SWITCH MqC SD SMOKE DETECTOR o 0 - - � — 'taa Mp HEAT DETECTOR co CO2 DETECTOR TU THERMOSTAT ® SPEAKER ►� PHONE (1-CAT3) H DDC (1-CAT5, 1-RG6) Moc MDC (2-CAT5, 2-RG6) ELECTRIC METER ` ELECTRIC PANEL PH CEILING FAN PREWIRE - i \ (PROVIDE ADEQUATE SUPPORT) \ CEILING FAN / LIGHT PREWIRE \ (PROVIDE ADEQUATE SUPPORT) i DOWI 4 DOW1 RI E ELECTRICAL NOTES: I (No��Ecr�ic] / 40' P F2 !S I. PROVIDE AND INSTALL LOCALLY CERTIFIED 5MOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING / — — -... — .- _ THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT CARPET 2 NATIONALNIERRUPTERS ELECTRIC CODEC(NEC ) ANDREQUIRED BY MEETING TILE ( THE REQUIREMENTS OF ALL GOVERNING CODES. ° 3 ELECTRICAL HOOK- FF CONTRACTOR UPS/CUTOO PROVIDE REQUIRED DIRECT -- HVAC CONTRACTOR TO VERIFY THERMOSTAT \ 4• LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. 5. FURNACES, A/C UNITS, ' I SANITARY SUMP PITS, DRAIN TILE SUMP,CAL PANELS, MDC I � WATER HEATERS) ARE SUBJECT TO RELOCATION i DUE TO FIELD CONDITIONS. MDC \ j FI ECTR•,ICAL DEVICES: ABOVE FIN12ED FLOOR; SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL / WALL OUTLETS. . . . . . . . . . � . , . . . ,16" TO CL BATH VANITY BRACKET OUTLET 1,2 (1" ABOVE TOP OF MIRROR) . . . . . .88" TO CIL WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . .16" TO CL i TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS . . . . . . . . . . . .160 TO CL 1-7 GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL r FRONT DOOR COACH LIGHT. . . . , . . . .84" TO CL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . , . . . .84" TO CIL i� DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM ' 4 OF FIXTURE FOYER AND STAIRWAY FIXTURE . , . . . .96" TO BTM OF FIXTURE THERMOSTAT . . . . . . . . . . . . . . . . •54" TO CLQ rs DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL DOORBELL BUTTON. . . . . . . . . . . •LEVEL W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET . . . . . . . . . . . . . . . . . .76" TO CL s g; U. �, KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK `+ '92 m N KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL � a F X CA KITCHEN REFRIGERATOR. . . . . • , • • • .48" TO CL ` m .E o WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL dUi 0. • ,JOB NO. 04-B1-0043 • CL = CENTER LINE 1 = FIELD VERIFY HAWKINS 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SEC FLCCR ELECTRIC SHEET TITLE SHEET MAIN FLOOR ELECTRICAL PLAN E1 .2 SCALE: 1/4)0=1$-O" L `j 9 � II C p p E SLOPE 314"X12" AT GARAGE DOOR 1/2"x7"WEDGE ANCHOR 31/2"CONCRETE SLAB REINF. @ 32"D.G.w/2"x2"x118" w/6x6x10/10 W.W.M. 31/2"CONCRETE SLAB REINF. WASHERS @ 32"O.C. 31/2'CONCRETE SLAB REINF. EXPANSION JOINT w/6x6x10/10 W.W.M. w/6400/10 W.W.M. 31/2"CONCRETE SLAB REINF. a- ' ' ' • �-""" '":" I i II II 4i_„y _ •` � • � —jI I�,r'�'N';1`'i-.s01",•"":';:+R:T�.1' '-�;I w II�I _ a `� ;;� r 5ER•�''I /. �j ' y . '; •5 r'•.s� ;• 6 MILL POLY VAPOR BARRIER COMPACTED EARTH 65MILL" 6 MILL POLY VAPOR BARRIER POLY VAPOR BARRIER (2)#5 REBAR CONT,- IIr .aMILL POLY VAPOR BARRIER w/6x6x14/10W.W.M. COMPACTED EARTH (2)#5 REBAR CONT, COMPACTED EARTH COMPACTED EARTH #5 REBAR CON . # REBAR CONT. L cv V_w 0 � r w r CONCRETE FOOTING 'CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING THICKENED EDGE GARAGE WSCA URNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL 1 SCALE; 3/4"4--0" LE: 3/4'4-0" 9 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" Lo N N ro m Y X a o w m � � OVERLAP SLAB f2 v a HOLD HDR.BLK. ca TO OUTSIDE NAIL ROOF SHEATHING o m 1 112' (PER STRUCTURAL) a a FIBERGLASS SHINGLES IMPORTANT NOTE: 1/2"x7"WEDGE ANCHOR TYP.SLAB r.�� '.�� -» '- REFER TO ROOF PLAN AND @ 32"O.C.tiul2"x2"x1/8" EXP.JOINT I 1 I OVER OSS OA FELT 1 W32 F �a" SAVE DETAILS ON SHT WASHERS @$2"O.C. 1 1 1 I I IIII SHSA H NQ OR 15/32"PWL1 AD.2 FOR ROOF PITCHES FOR ALL HOUSES 31/2"CONCRETE SLAB REINF. ��._,,.;r;'� :, ; ;wr � tt t t I TYP.SLAB AIR BAFFLE BTW EA TRUSS 12T MAINTAIN`'' w/6x6x10/10 W.W.M, --I I 1 I IIII ( ! ! I I 1 ! ! O N 1/2"MIN AIR VARIES STRAP FOR TRUSS --IIII ILII _ I 1 110 IIISPACE FOR VENT ANCHORAGE • MEEI III III dIIM_=1 III i8" (SEE STRUCTURAL) 11=1111 mll I I I 111171111 GALV. METAL O.H. S,•• :i ,- 1 �lIII---IIII -1I R30INSULATIONATCLC, . . , 6 toLL POLY VAPOR BARRIER � DRIP EDGE --�-----� IIII 0111 I1ll IIII 1 ! ! I il ! ! I FOUNDATION TYPICAL ` COMPACTED EARTH 11 I I I I I . ! I ! I ! ( ( ! I I 11 TYPICAL FOUNDATION III ( ( ! ! 1 I I I 1 ! I I I I I • , I i- -i i'r "I j'---' (2)a;`3 REBAR CONT. WRAPPED " 1�-� I l I ! ( l l ! 11 11 I 1 IIII I ALUM.FASCIA � 5/8"GYP. BD,CLC, OVER 2x8 1 I 111 I I I I1101111 l E 1 I ...r, I I I I PERFORATED 1 1 Mill 1�4 1 1 v s I I I I VINYL/ALUM. w 1/2"GYPSUM BOARD �;■�, SOFFIT ! I ! 1 p e 2x STUDS @ 16"00(MIN#2 I I ! I IIII 1111 1 1 1 ) IIII 11 STUCCO FRIEZE II { ( IIII " " IIII II N1 ( 1111 Illi SPF' PROVIDE MID-WALL BLOCKING FLAT WISE Co-)JOINTS IN SHEATHING a, P.T.2x PLATE CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TExi STUCCO INTERIOR BEARING DETAIL. FOUNDATION 0 DOOR PORCH EDGE VENEER OVER TO PLYWOOD GLUED DFLOOSCREWED MTL LATHE AND TO 16"PRE-ENGINEERED FLOOR VAPOR BARRIER TRUSSES OR T.J.I.JOISTS @ 24" SCALE: 3/4"=1'--0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'--0" OC (SEE FLOOR TRUSS ENGINEERING) RIM JOIST BY TRUSS MANUF.( NAIL ROOF SHEATHING 1 ST FLOOR TO SEE FLOOR TRUSS ;q (PER STRUCTURAL) IMPORTANT NOTE: 2ND FLOOR 12 REFER TO ROOF PLAN AND EAVE STRAPPING PER ENGINEERING) FIBERGLASS SHINGLES OVER VARIES DETAILS ON SHT AD.2 FOR ROOF STRUCTURAL 30#FELT OVER 7/16"OSB BOARD VV PITCHES FOR ALL HOUSES 1/2"CEILING BD OR 5/8"GYP.BD OR 15/32"PWD SHEATHING. 16" I. I TYp, P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTWEA TRUSS O.H. STRAP FOR TRUSS ANCHORAGE(SEE STRUCTURAL) &1/2"x 10"ANCHOR BOLTS AT 32"O.C. TO MAINTAIN 1/2"MIN W/2"x 2'x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT R-30 INSULATION AT CLG. TYPICAL ANCHOR GALV.METAL 1/2"CEILING BD OR 518"GYP.BD TEP SEMCO TPP4 AT 32" DRIP EDGE STOP EXTERIOR WRAPPED ALUM. oc FINISH 1" 4"CONIC SLAB W/6X6X10/10 WWF FASCIA OVER 2x8 � ow j TYPICAL SLAB BELOW OVER 6 MIL VAPOR BARRIER OVER T_ w°0 FINISHED PERFORATED F PROVIDE MID-WALL BLOCKING FLAT U FLOOR CLEAN,WELL COMPACTED,TREATED FILL VINYU ALUM.SOFFIT WISE @ JOINTS IN SHEATHING c; �� 4 TYP.VERT. :.�� :.�. '.,..^: .....:•:.::. 7/8 MIN.LIGHT S b REINF. "..�, �.,.. .,.,.. SLOPE j STUCCO FRIEZE TEXT. STUCCO 2x STUDS @ 16"OG(MIN#2 S u GRADE I I 1 STORY: 20"X 10"CONC,FOOTING W/ cn VENEER OVER SPF) 2 _ IIII IIII III ( IIII- (2)#5 CONTINUOUS AND(1)#4 DOWEL x MTL LATHS AND .� PROVIDE MID-WALL BLOCKING FLAT C� a p VAPOR BARRIER ^ BELTS PERw/ANCHOR m F AT CORNERS/OPENINGS AND 4W'O.C. WISE @ JOINTS IN SHEATHING ' IIII I I I II ( I ` I I TYPICAL FOUNDATION _ I ( ! ( ( -OR-(1)#5 DOWEL AT CORNERS/OPNG'S $" STRUCTURAL w -� o I l t I AND 96"O.G.,AND(1)#5 CONTINUOUS AT 2x STUDS @ 16"OC(MIN#2 SPF) 2 w4"CONCRETE SLAB WITH w :r IIIII I I I I1ON III III IIII IIII 1::�� HEADER BLOCK. 1�16"x6"x10110 W.W.F.TYP. (s0ao w u M 2 STORY: 24"X 10"CONIC.FOOTING W/ 7/8 MIN.LIGHT P.T.PLATE w/ANCHOR BOLTS PER o ( ) PSI. FIBER MESH OPTIONAL}, cn �j III III Ill k_=R Ill I I 1 # GQNT. con (3)#5 CONTINUOUS AND(1)#4 DOWEL TEXT, STUCCO STRUCTURAL y .. " N VENEER AVER u� SLOPE GRADE \ \ \ N AT CORNERS/OPENINGS AND 49"D.C. w MTL LATHE AND AWAY ALL SIDES a o o ; O d O -0R-(1)#5 DOWEL AT GORNERS/OPN[3'S 4"CONCRET>»SLAB WITH 6"x6"x14110 ,� y, I I I I I f I I I I I ' 11 VAPOR BARRIER W.W.P.TYP.(3000 PSI.FIBER MESH w \/\//\/� / / r M'". �q': s' P `� AND 96"O.C.,AND(1)#5 CONTINUOUS AT OPTIONAL). 6 MIL VAPOR BARRIER ^ Y a •� ai HEADER BLOCK. {1)#5 CONT, \/\\ \/\ E a 24" r�\// ; • / SEE ST FOOTING (MONOLITHICOPl� � - � � � a 1 I I I III ( 1 I I I I I ( I I I (NOTE): BEND ALL DOWELS MINIMUM \\ ' •' \/ SEE STRUCTURAL FOR SIZE& 1 ( I " ( 1 1 12"AT TOP&BOTTOM,EMBED MINIMUM SLOPE GRADE AWAY ALL SIDES e / /\ REINFORCING fI 6*INTO FOOTING. 6 MIL VAPOR BARRIER 1 STORY \//\// / \�\� \ \ \�\\ \f�\/ JOB NO. \ \ \\f\\ PROJ.MGR. TYPICAL FOOTING(MONOLITHIC OPT) DRAWN BY \/\\ • \ • + ; ��: SEE STRUCTURAL FOR SIZE& CHECKED BY STEMWALL FOOTING STEMWALL FOOTING \�'� '� '� '� REINFORCING CURES DETAIL AT GARAGE TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STORY WALL. SECTION SHEET TITLE SHEET SCALE: 3/4'=t'-0" SCALE 3/4"=1'--0" 2 "w �_ „ �— , r FOUNDATION SCALE: 1/2 —1 Q SCALE: 1/2 -1-0 DETAILS A D" I - 1.0 90 IfiaAadul / � 0 PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD NO PENETRATIONS AT FIELD _� " a b CAP OF SADDLE FLASHING OF SADDLE FLASHING o .CL EAma; � � SIMPSON H5 ALUM.FLASHING a w S AQ ..n N AT EACH JOINT WOOD STUD WALL SYSTEM � q w N -9 " CRICKET (TYPICAL) 2"x4"BLOCKING(SEE WOOD STUD WALL SYSTEM °' o °i MANUF.SPECS.FOR CEMENTITIOUS FINISH SYSTEM p •� 7/8"MIN SIDING OVER GHiMNEY MIN.DISTANCE) GEMENT1TTpUS FINISH SYSTEM ro @ b MTL LATHE CONTINUOUS WALL SHEATHING CONTINUOUS WALL SHEATHING SHEATHING CORROSION RESISTANT METAL cr p EXTERIOR FINISH CORROSION RESISTANT METAL SCREED I '� =n OVER 1/2"SHEATHING SCREED CORROSION RESISTANT METAL 5"x5"CONT. - « OR O.S.B. Z-BAR FLASHING W/SEALANT FLASHING « 2X6s NAILED TO o GALV.MTL. CORROSION RESISTANT METAL « STUDS w/16d @ 6" z z v FLASHING 7!8"MIN STUCCO Z-BAR FLASHING W/SEALANT CORROSION RESISTANT METAL OVER MTL LATHE TOP FLASHING STD ROOFING ` OC Q . CORROSION RESISTANT METAL TRUSS TOP CHORD 4 rx? BLOCKING @M1D POINT PAN FLASHING ROOF SHINGLES c) ua �� WHEN CHIMNEY EXCEEDS « 6'-0'IN HT. ROOF SHINGLES ROOF SHEATHING SEE STRUCTURAL a FOR HURRICANE �_ ROOF SHEATHING S ANCHORAGE p PRE-FAB CHIMNEY N ROOF FRAMING u� DETAILS °� ROOF FRAMINGr Z , MSN' Z (L TRUSS 2"x4"STUDS @16"0/C. 2 0 1 BOTTOM TRUSS CHORD ua CHORD [fj r « « CRICKET GALV.MTL.FLASHING DB'L 2"x4l 2"x4BLOCKING SIMPSON MTS 12 Q)EACH CORNER ,ar 24" 4-16d EA SIDE, � TYP 1'-4"MIN. _ �] CHIMNEY CHIMNEY ROOF- FLASHING ROOF- FLASHING CHIMNEY ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL. 9 ROOF TO WALL N SCALE: 1 1/2"=i'-0" SCALE: 1 1/2"=1'-0" O SCALE: i i/2"=1'-0" SCALE: 1 1120=1'-Om m � cd Cm ry a rN, � SECURE VALLEY FLASHING AT MAX.24"O.C.W/CLIPS 5 FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED IMPORTANT NOTE: a o I. PER ROOF MATERIAL MANUFACTURER REQWREMENTS REFER TO ROOF PLAN °a E ,. NO PENETRATIONS THROUGH VALLEY FLASHING. 12 FOR PITCHES 11-4" c' m PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED RIDGE OR HIP RIDGE VARIESAD.2 C PER ROOF MATERIAL MANUFACTURER REQUIREMENTS TYPE LINEAR VENT - - -- - ro INSTALL A5 PER ALUM RAKE FASCIA 2x8 RAKE MANUFACTURERS WRAPPED IN ALUM CORROSION RESISTANT METAL TRIPLE RIB > WRITTEN INSTRUCTIONS VALLEY FLASHING WITH 1"HIGH'V'CRIMPS TYP ROOF CONST — SEE WALL SECTIONS 2X4 O24"DCUTLOOKERS AT i REQUIRED CLEARANCE PER ROOF ROOF SHINGLES — MANUFACTURER REQUIREMENTS APPLIED TO LINEAR RIDGE CAP SEE 1-AD.1 FOR FASCIA& ROOF SHINGLES VENT I SOFFIT NOTES&FINISHES ROOF SHEATHING ROOF FRAMING ROOF SHINGLES 101, ROOF SHEATHING - 1 MIN. ROOF FRAMING SIDING OVER 7/16"OSB GABLE END TRUSS VERTICAL MEMBER W/ ALUM FASCIA OVER @ 16"O.C. WEAVE ROOFING 3 FRIEZE UNDERLAYMENT PER �,-�" 4"MIN, ROOFING MFR'S AD,2 RECOMMENDATIONS W/ 36'WIDE 30#SWEAT SHEET RIDGE GAP FOR VENTILATION ROOF- FLASHING ROOF- RIDGE LAP SIDING 8 ROOF I, VALLEY ROOF w RIDGE & HIP RIDGE VENT 6 CORNER ELEVATION TYP RAKE DETAIL a 8" OH SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN LINE INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT 8:12 ROOF PITCH 7:12 ROOF PITCH 6:12 ROOF PITCH ALUMINUM 2'-8" 12 GUTTERS 12 ALUMINUM 12 GUTT RSM ALUMINUM 12 GUTTERS z GUTTERS ILA 8 6 3 4 7 ((I 8-30 INSULATION' " a fl, e I tw OVER LIVING SPACES R-30 INSULATION R-30 INSULATION OVER LIVING SPACESR-3D INSULATION a a OVER LIVING SPACES zn� OVER LIVING SPACES � . —.1 Q o HEADER AT WINDOW 10 HEADER AT WINDOW g _""! HEADER AT WINDOW e © ry AND DOOR OPENINGS AND DOLOR OPENINGS c+t AND DOOR OPENINGS _ N Lj SEE TYP.WALL SECTION FOR cv cV N • " FASCIA, SOFFIT LC o NOTES&FINISHES mc IQ J w. 1c Q SEE TYP.WALL SECTION FORSEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR SIDING OVER ; FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES LATHE AND VAPOR BARRIER �, • 0 s. Q. u. t2 BM OR LINTEL(SEE STRUCTURAL) ' "J"CHANNEL STUCCO STOP "J"CHANNEL STOP 'J"CHANNEL STOP W BAND �+ JOB NO, 7" SIDING OVER �- 7 I- SIDING OVER SIDING OVER I 2"BAND PROJ.MGR. 7' LATHE AND VAPOR BARRIER 7' LATHE AND VAPOR BARRIER LATHE AND VAPOR BARRIER VARIES CHECKED BY COL w/EXT FIN EAVE DETAIL - 8:12 PITCH EAVE DETAIL 7:12 PITCH EAVE DETAIL 8:12 PITCH EAVE DETAIL 3:12 PITCH SHEET TITLE SHA=T ROOF DETAILS SCALE: 11/2"=1'-O" 3 SCALE: 1l1t=l'-a" 2 SCALE: 11/2"�1'-0" SCALE: 11/2"=1'-0" AD.2 A go pawatu I-a-kL I P 7R E cq w 4 C G U 7 N 41/2" M1Nro CO lz v L WALL SIDING ii SHEATHING i I' TYP.WALL CONST. SIDING OVER LATHE AND DOOR FELT-SEE WALL SECTION WAY 1/2"STARTER STRIP F.F 2X4 STUDS CAP FLASHING 1x4 CORNER BOARDS PLACEMENT BY ix8 PT DOOR WAYS TEXTURE FIN. ON FOUNDATION owl EXTERIOR TRIM DETAIL ELECTRICAL � WATER BOARD CORNER DETAIL SWITCH , PLACEMENT- - SCALE1 1 2"=1'-0" " " mSCALE- 1 1/2 SCALE: 1 1/2"= 0 N a v u N C3 t7 p� WALL REAR WALL OR SIDE WALL MOUNTED; " SIDE MOUNTED AT BACK SPLASHES,TYP. 112"CLG BD OR 1 LAYER n COUNTERTOP 5!8"G>3 w!6'BATT INSUL GYP. BOARD 5 v � 0 20"TO 25" PER SUPPLIER ATTACHED TO 13ACK ca TYPTYP 1900 J-BOX (2)2x HDR ° HORIZONTAL SINGLE (SEE STRUCTURAL) 0 43LIGHT SWITCHES, COVER PLATE/OUTLET 2 LAYERS 1/2"PLYWOOD SPACER °' THEANDf1MOSTATS, FINGER JOINTED o AND ALL OTHER R-11 BATT ' � °' ENVIRONMENTAL INSUL WOOD CASING o CONTROLS 3/4"STOP KITCHEN TOP 1/2'x 12"H I I BOTH SIDES PWD ALL 4 SIDES II 2x_ TRUSS OUTLETS-PHONES OPTIONAL 2x- CHORD WOOD FRAME &TV's TYP 1900 J-BOX R 30 HORIZONTAL SINGLE INSULy WALL CAP OR COVER PLATE/OUTLET TYP DOOR PER SCHEDULE BRKFST.TOP SEE FLR.PLAN " .� d �'�C r / `fj��\ �, NON LOAD LOAD 9!4"STOP • , ' �` !/II fir//II�� ! II,•//II • BATH SIDES / \\/ �\\ CONDITION CONDITION /�� /�� `t\�.!/�� ! GYP. BOARD t 1 2x_ KITCHEN TOP f-1l��f-li,� l�Ilffi 1 2x60R2x4 ui A /��\yfj \� FINGER JOINTED I I FRAMING l/lli�•l-11�� l-11��• II�� WOOD CASING ■ DRYWALL r� /-1I,,!-1I�� !!111 !/I I j/• , - z 24"DEEP BAST: CABINETS TYP FLR CONST 24' 21/4" WD TYP DOOR PER SCHEDULE FINISHED FLR CASING WOOD FRAME FRAME TYPICAL JAMB (2)2x4s CABINET ET DOOR OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS �- 22 1 /2" X 48" INT HEADS & JAMB 8 SCALE: 1 1/2"=1'--0" SCALE: V.S. 55 SCALE: 1 1/2■Yi'-0" )SCALE: 1 1/2'=l'-O" TEMPERED SHOWER EXTERIOR INTERIOR MARBLE:CAP ENCLOSURE SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8" CLEAVAGEMEMBRANE DOOR VANITY F2X4 WD.STUD BRUSH TYPE ALUM.THRESHOLD SETCONCRETE SLOPED FILL 2x STUD WALL WEATHERSTRIP IN FULL Q 16"O.C. 1!2"MR.GYP Bp. FLOOR SYSTEM OVERHEAD EXPANDABLE JOINT SEALANT BED SHOWER DRAIN PAINTED FINISH GARAGE DOOR FILLER,WHERE 'i CERAMIC TILE APPLICABLE ya CERAMIC FLOOR TILE by�; to Q 1 x WD DOOR STOPvv: ° 4aa° ° r. 'u ■ .d d SLOPE TO DRAIN d a ( , a 2x P.T. BUCK SLOPE a 4 a �° d L z TO DRAIN ., �• d • ' - ,; '...4 L b• 4 d d a a d I I I ( �._...., ryry F• � N y f. C14FINISH TRIM OR i BAND g ty CJ FLOOR SYSTEM FINISHco I CONC.WALK v Y Gl LL o SEE STRUCTURAL DWGS CONC. SLAB i FOUNDATION ► SEE STRUCTURAL DWGS. JOB NO. PROJ,MGR. DRAWN BY CHECKED BY BATH BATH DOOR- OVERHEAD GARAGE DOOR SHOVER WALL VANITY SHOWER CURB DETAIL OVERHEAD GARAGE" JAMB THRESHOLD EXTERIOR SHEET TITLE SHEET • 4 � 3 MlSC,[DETAILS SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"-1'-a" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2'=1'--Q" AD-3 E3+ J � go �x p w 1x4 CEDER p 1-518"CROWN $ �–_' 70°ANGLE CUT c d — °' ;a � a3 � E ._ 2x6 FJ CEDER 0 U es 2x6 FJ CEDER 2x6 FJ CEDER S" 1x2"x2"CEDER W 3 E3 2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER 8 5°ANGLE 5°ANGLE S°ANGLE St 3" L 00 � ^C � 0=0 2x4 PT SPLIT 20 PT SPLIT 2x4 PT SPLIT s+ OPTION 3 OPTION 2 , OPTION 1 WINDOW TRIM- WINDOW TRIM WINDOW TRIM SCALE: 1 1 -1' /2" -0" 6 SCALE: 11/2"-1'-0" 5 SCALE: 11/2"-1'--0" � � N ro C) ttl c p O U. N C] a •� N 6"HARDI BOARD BAND6'STUCCO BAND 6"HARDI BOARD BAND } o 5 TOP OF COL TOP OF COL TOP OF COI. OR STUCCO 0 f INSTALLATION 315-GUENCING: 2" 2" I 2" I ` 1. THROUGHOUT INSTALLATION,KEEP THE WINDOW JAMBS PLUMS AND SQUARE.KEEP HEAD 12'SO TAPER TO 1D" ANS SILL LEVEL AND SQUARE.MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. I I COLUMN I .CONSTANTLY CHECK WIDTH AT MEETING RAILS(i.e. DOUBLE HUNGS)TO AVOID"BOWED OUT" 1'-2" 8"Sq COLUMN �, 2•-0" �, INSTALLATION. 12"5q COLUMN S.APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES �-- PRIOR TO SETTING W114DOW INTO OPENING, STUCCO i .4.PLACE 1/4"SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS.CENTER THE WINDOW IN ` THE OPENING ALLOWING A 1/4"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, I 2'-0" I WHEN INSTALLATION IS COMPLETE,THESE SHIMS MAY BE REMOVED. ' 2" HARDIBOARD 2"2" ( HARDIBOARD PAINTED B.INSTALL FASTENERS(STRAIGHT,NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING I I PAINTED STUCCO BAND OR STUCCO ,AT THE MIDDLE CF TYE WINDOW,FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM Ti I OF 10.KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. OR STUCCO I R STUC CO BOARD BAND 6.CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. I I rr.CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 6"HARDIBOARD BASE 6'HARgI80ARD BASE Q I I OR STUCCO 3, INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAM. 1/2'SPACE 1/2"SPACE THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. PORCH LINE PORCH LINE 9.FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW 1/4"GAP AT SILL BETWEEN STACK STONE STRUCTURE AND WINDOW,THEN,CAULK THIS GAP. SO STUCCO COLUMN 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK t�V�L� ^^ AN OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). I FLASHING SEQUENCING: PORCH LINE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING, 2. SET WINDOW UNIT. SQ STONE ACCENT S. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. COLUMN .4. APPLY SIDE STRIPS OF SELF ADHESNI=TYPE FLASHING. 40 P.T.POST 5, APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. 4x4 P.T.POST ( r 4x4 P.T.POST g SEE FLOOR SEE FLOOR � x SEE FLOOR PLAN FOR PLAN FOR PLAN FOR NOTE: 0 U LOCATION LOCATION SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM, 4 )% LOCATION SEE SPECIFICATIONS FOR MATERIAL TO BE USED. z I� STONE FINISH STUCCO FINISH " 0 TRIM BELOW I TRIM BELOW u A ? HARDIBOARD o 4 P.T.WD WRAPPED COLUMNS IMPORTANT' n5' P.T.WD WRAPPED COLUMNS c� r N (PAINTED) �y I I (PAINTED) a 1T iS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN 2X4 STUDS 27(4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. Eq I 2X4 STUDS DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE.ACID MAY �;, � �. ;�, � N n DESTROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED TO MURIATIC ACID. E aO.. urs. ate. DO NOT LAYWINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. STUCCO COLUMN BASE SCS STONE ACCENT STUCCO COLUMN BASE ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILLD8 NO. COLUMN w�CG AREA OFANY WINDOW. PROD. 13Y I'"1< BRAWN BY CHE=CKED BY STONE ACCENT COLUMN WINDOW PORCH COLUMN DETAIL ENTRY COLUMN DETAIL NTRY COLUMN DETAIL TYP FLASHING DETAIL MISC. TITLE SHEET SCALE: 1 1/2"�1'-0" SCALE: 1 1/�"=1'-0" /2" 1'-0" (I�SCALE, 1 1/2"=1'-0" MISC.DETAILSADA 2)!LE: 11 A 11- o �&wae I a fC •.-• p UO (b C37 � tl�J ' w pC Q 0 NAIL W/11 - 10d C U d1 r d C U N a COMMON IN THIS AREA. Ecov Q VERIFY w/STRUCT. a Y3 o ° -� F. q, ° Ogo ... 6? W —• � dd a° 44"MINIMUM ��- cz } " �-� NAILING NOT NEEDED IN THIS AREA UP TO 16" n FLOOR SYSTEM w cWn co a SYP DOUBLE PLATE A _ NAIL W/11 -10d COMMON IN THIS AREA. C!� ° VERIFY w/STRUCT. PROVIDE MINIMUM 1"END DISTANCE a° w. EQUAL NUMBER OF SPECIFIED °° W V) NAILS IN EACH END STRUCTURAL TWO STORY STRAPPING SCALE: 1 1/2"=1'-0" m ti 2 O N co a) w j( d Q u- WOOD TOP RAIL HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN m a: ti AS SELECTED BY OWNER&CONTRACTOR 38"IN HEIGHT ABOVE THE STAIR NOSING. gm ro m HANDRA{LS SMALL 6E CONTINUOUS PER FLIGHT OF STAIRS. c HANDRAILS SHALL BE 1 1/2"CLEAR OF ALL ADJACENT -i FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE q IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE ro j 1 1/4"MIN.-2"MAX. 1 1/2"CLR. 1 1/4"-2"IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, o ai z = HARDWOOD TOP RAIL AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. 0 a- a. °- y STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL STUCCO W/CORROSION RESISTANT w W BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR METAL LATH OVER 15#FELT O WALL BRACKET THE PRODUCTS THEY PROVIDE OR INSTALL. AT 4'-0" 2X FRAMING CARPET O.C., MAX. THE HANDRAIL CONSTRUCTION SHALL,BE WOOD BASE ABLE TO RESIST, LOAD OF 200 LBS APPLIED IN �. INTERIOR SUBFLOOR - 'i 2x BLKG ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL.112 GI3 ELASTOMERIC DECKING 0/PLYWOOD SHEATHING. o O GUARDRAILS SHALL NOT BE 0 0 �- 200 Lbs 2 o LESS THAN 42"iN HEIGHT. ANY DIRECTION cc WRAP G"UP WALL& ALL PENETRATIONS. I� ANY LOCATION c INSTALL PER MANUFACTURER'S REQUIREMENTS. s0o: I " STAIR FRAMING 0 � O �ia•:r-o' _ �-- V- z OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR co AN ORNAMENTAL PATTERN SUCH THAT 4"MIN °v Z 4"DIAMETER SPHERE CANNOT PASS THROUGH. SEE STRUCTURAL DRAWINGS FOR FRAMING -� °C °c INFORMATION 5/8"TYPE"X"GB a a THE GUARDRA`L CONSTRUCTION SHALL BE a•SPH6flE o 0 @ ENCLOSED USABLE ABLE TO RESIST A LOAD OF 20 LBS PER MrwoucHP" r, g SPACES BENEATH STAIRS Q LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL OR AS REQUIRED BY CODE. 6*SPHERE MAY NOT PASS 2x4 STUDS @ 16'00 WALL MTD THROUGH THE TRIANGUUiR OPENINGS THIS DIAGRAM AT STAIR TREAD, RISER,& ILLUSTRATES THE BOTTOM SHALL BE SUCH SPECIFIC REQUIREMENTS THAT A 6"DIAIAETER OF THE BUILDING CODE SPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR BUILDING DESIGN AND STAIRS STAIRS STAIRS CONSTRUCTION, DECK FLASHING DETAIL GUARDRAILm WALL DETAIL HANDRAIL DE"TAIL GUARDRAIL / HANDRAIL CODE DATA SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=l'-O" SCALE: 1 1/20=1'-Om SCALE: 1 1/2"=V-0" FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE 3/4"PLYWOOD TREADS 3/4"PLYWOOD TREADS . EQ TREADS v SEE PLA 2x FRAMING EQ.TREADScr SE 'LA W a 314" C0 uj a: GYP. BD. a Q w TYP V TYP 1x10 SKIRT BOARD Lu3/4" u t TYP w " bum� w 5/8"PLYWOOD RISERSTYP.) EXPANSION XPANSION 2x12 NOTCHED STRINGER - 6+, RISERS( TYP.) STRINGERS MIN.AT 2x12 NOTCHED STRINGER GAP GYP—� 2x12 STRINGER EACH STAIR RUN) ? '* EXPANSIONGAP a 5/8"PLYWOOD RISERS (TYP.) a 2x12 NOTCHED STRINGER ` o SECURE NOTCHED STRINGER TO SILL 2x4 SPACER `" LL N PLATE WITH FRAMING ANCHORS.SECURE PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH ca CONCRETE TO BE PRESSURE TREATED o 0 OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY CODE, m c (3)2X12 STRINGERS TYP, (3)2X12 STRINGERS TYP. INSTALL 2X FIRE STOP AT —� MID SPAN OF STRINGER (3)2X12 STRINGERS TYP. �o�No. STAIRS STAIRS STAIRS STAIRS STRINGER DETAIL FLOOR STRINGER @ LANDING (BOT) STRINGER @ LANDING (TOP) SKIRT / WALL DETAIL SHEET MISC. SHEET 4E7Il5 SCALE: 1 1/2"=1'-0" 3 SCALE: 1 1/2"=1 -0" 2 SCALE: 1 1/2„ 1SC.=1 --0 SCALE: 1 11/2"=V-0” 0 � "d /uL a 0 a 0 60'0" W 0" 2'•11" 5'8" 11'11 2" IT-3" TAY2' 11 10 01 i m a i o f rn p >4- 1y; i CD -0 z 8 � W 01 1 0 C7_ _ v _ ._. - - - - �. _ _ _ .. _ _ _ ..� _ _ � _ _ � _ _ _ _ _ _ . . - - - - — _ _.._ r __ _ _ _ - - - _ _ ..... -� ...,_ _ _ - - � I I _ I V' __j d" 612" L J „ 5 0„ i N ; I I m a ° P CC. O n P.a v v ? I 1 1 1 2191 I ' i I I I C P v I IZ AD-1 I Cn I ( I _ + --1–r– ----J -D i- -- i i o rri i I I I o „ cn i I o i I 1 0 : C° SLOPE 2 cf) I I 1 1 1 r �, I I I I z �� V n v I Lij n I 1 I I J I I I I L7 w -J $ w P° I I i L I V I I I LTJ z c� I 2 n v a ° d I Cq k] , I 1"91 1- L P - - -- - F wrrz v n v v a v I I I _.� L.-.-------' � � O � I I2'-1QY2' 2(5 f d - - I �- p I A Ct v L _ - - - - _ — -- — — — — — — — - - . I .r.. 224" n' I S ^' --— Imo_ • I 1r'1, � W i17 caa a CD pco I I I I , III �' I I LO I �� °' IL--- J o I I -- --I � 1^'� m l I I I o r �" �, p° � I I I _ F m ea � I I �) I i � O I ti DM I I -------------------- L L ------------------------ I r — a---- n ° P O I I 7➢CJ T' .J I I L — - - -- - , W rr--"99 I ° 131 ') SLOPE 1"17 L � ao I I I I I op CL W SLOPE 1" co P W 0 _I - -- - - - - ..._ _.,.. W ..._ _ _ __ _ ._ _ . _ _ _ T��;- - - - -- - - - _ I- - - - - - - - - '- I w — T - - _ - _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ — _ _ _ _ _ .� _ _ _ _ Lo a cn (>E Ln 4'-2" T-o" 2'-10"' 8' J Lo NOTE: THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY d 7'2" 11'2" 32'-3y2" 9'-4)/2'. m SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM Ile °� BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN o ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING Ire DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE 2 � TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK, w GONGfRETEFOUNC) ATION FOUNDATION LEGEND SCALE: 114"=V-0�� (SEE SHEET No. S-4 FOR STRUCTURAL DETAIL) z u � FOUNDATION NOTE 8"x8"x16" CMU STEM WALL w/ 1. DIMENSIONS SHOWN WITH = INDICATE PLUMBING OR ELECTRICAL (1)#4 ROD VERTICAL ON 48" O.C. OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. & HOOKED INTO 20"(W) x 10"(H) W CONC. FOOTER W/(2)#5 RODS CONT. C--+ _TYPICAL„FOUNDATION DETAIL w 20"(W) x 12"(H) THICKEN J CONCRETE SLAB W/ (2)#5 �= RODS CONT. L i INTERIOR THICKEN SLA DE AI < z CD Q 0 � 20"(W) x 12"(H) THICK�NM`''!l ''' � STEP DOWN CONCRETT" SLAB, W/ (2)#5 RODS Qr WT, JOB NUMQEP 1901OR STFE DO QUAILWN • ''1�.Y ,.,I i SHEET NUMABEP y L+ __j S r To i e ' rnn cn TABLE SHEAR WALLS FRAMING c7 mmz a o � � O GROUND FLOOR) z =q ° -� THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE � s m ( e ) �-�19 � NOTED IN THE TABLE: 0 s A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS, ,,, � 1?",; l <<�f'rly 9'-1118"PLATEHGT. B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND d / 1 BOARD RESPECTIVELY. 6 COLLAR NAILS FOR 1/2" AND 5/�3 THICK 5'MARBLE 0 rz C) SOLE PLATE—COMCRETE SLAB ANCHORS SHALL BE 1/2"0 TH Il5rl!DC0 S%6E RDS v ° ° • ° r rn WHIRLPOOL m I� AS SHOWN aN o rn I t) S �' -3 �� Epmr (iRoorcb eoLTs iS ke(R G � wI.OW cv T c . : m SEE ► DESIGNATION rm REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO F d ' rn I r SHEATHING DOUBLE SHEATHING FLOOR ° d — �A EA RING NAIL SPACING ANCHOR SPACING � _[ J - - r _ " _ _ — N A 7/1 G„ OSB d m � a�60"Shower a v o — L J_ _V� (BLOCKED) SINGLE 6„ f 12" 60" O.C. m I Vic) C J CD m _W O n B 7/16" OSB cav ]} r 1 m SINGLE 4 12" O c7 r" (BLOCKED) / 60" O.C. I co r- I I 7/16" OSB SINGLE 3„ 12,. 0 T d- 4 (BLOCKED) 36" O.C. k k ,J xa a ° - „o OHC OHC I �LfOGIC�9) J�OU�l,E ��12 # I�„ Q.C. ak m x H / 11 -.NAIL PANEL ECID �2 '9GE5 OIJTo �}Ot1Bl� gTV95 LL, � a =r v Ca C7 U Q V-7 \ N I ° n ADDITIONAL NOTES: 4,T) (�Z`� EPDXY GrROQTE9 60M EACH 10" Loo , r0 ACHIeJE SPACING v v C7 _ a r V3 I a III I ° O m '� i n, 1) FOR LOCATIONS CLOUDED AS 10 , INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE � 0 0 I rv� i i o� Z I w BOLTED PER DETAIL "B" OF SHEET No. S-4. m � it i jr 1 I � Q W ; Z) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOOD F'CSTS SHALL BE STRAPPED Gt2 P➢ ° I I � 0� 1 i m �r AT TOP AND BOTTOM AS SHOWN ON DETAIL A ON SHEET No. S-4. �" 1 M �._.J t1l °' I I ? Z 3) FOR LOCATIONS CLOUDED AS SHALL BE STRAPPED PER DETAIL "N" ON SHEET No. S-�4. a CATHEDRAL v . N r 1 4) FOR LOCATIONS CLOUDED AS S- �•----.{ � r !T"1 � � 1 ,I � � 1 � 1 � � � n � , SHALL BE STRAPPED PER DETAIL '�" ON SHEET No. � 4. M ;� ` "�'�i v i ® I DMI a� m ` 5) ALL EXTERIOR WALL OPENINGS OTHER THAN CHOSE MENTIONED ABOVE SHALL BE BOLTED PER � w _OHC I to I n N p �3^y X CZE Z I z DETAIL E 10F SHEET No. S--4, ° m 0+ e V. V a 6) f�00F TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON ° v I SCHEDULE A ON SHEET No. S-2, STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES ►--I C� '� �f• 0 I m ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. r � 7) INDICATES FLOOR JIUSTS AND GIRDERS TO BE DESIGNED, FABRICATED I o a CL)s /r,i'd,1°t" o I z N� rn � r AND CERTIFIED BY OTHERS. LYS. D?v�+� — m i o _ — _ _ ,�� _ — — r I 00; [> CRS'. CATHEDRAL. � � �� X � �� r-�-•� 0 —ro co 4L 0 0 O d P cow -� I �J OPTION PP CATHEDRAL — ' m SCHEDULE "A" w I v 0 N r- (z) Z fZ I CZ) xlp i 1 ��`�.�%;� = i (c) zxI0 ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE p OF BEARING WALLS (PRE—ENGINEERED FRAMING) UTILIZING A c�a LL THREAD STEEL RODS o TRUSS Na. OR UPLIFT TRUSS TO TOP IDESIGNATION * (Ibs) PLATE OR TO STUD TOP PLATE TO FOOTINGS W ALL TRUSS ENDS . 6= (,OND FL�00R F fRAM ING FLAN EXCEPT ONES O _ 600 H2.5A, '�51MP50N" CLIPS 1/2"r� STEEL RODS SPACED A5 I /�/� I I UJALL5 OUTLINED BELOW SHOWN ON SHEET No. S-3 GsOU I �ID FLOO 5T�'l`EA , Tz thru Tio,ur-�,uT b, C�fl cv 601 -- 1200 (2) H2.5A, "SIMPSON" CLIPS 112"0 STEEL RODS SPACED AS USE (3) ROWS N 5CALE: 1/,f 11=11-011 OF 12d COMMON `t -TOWN ON SKEET No. 3-3 w NAILS @ 12" O.C. USE (2) ROWS • OF 10d COMMON IZ TZ�AUT 1201 - 4750 SO ", ce 0 STAGGER NAILS (3) L5TA36, ",IMP, N W ON BOTH SIDES. NAILS © 12 O.C. I ITT22 ,"SIMPSON HOLDDOWIv �a STRAPS iv h' TRUSS Ur I8, 5E6 SHE�r 5-3 fo(Z 5►R(}prING �dD " " " x 1 " TYPICAL OF (2)-2" x 6" THRU (2) 2" x 12" TYPICAL OF (3) 2 x 10 THRU (3) 2 2 SOLID SAWN LUMBER SOLID SAWN LUMBER (2) 1/4" A36 STEEL � Bd NAILS BEARING STUD REQUIREMENTS FOR BEAMS/GIRDERS: "� FLITCH PLATES &Oi ci h (N•T. 5 0 4" 0 C ROOF SHEATHING - y / OFTOM TRUSSES (4)-12d NAILS ff ff - IJ Cn?) (2)-12d NAILS K DENOTES KING STUD AND "J" DENOTES JACK STUD. CA � T-E N (TTP) TDP CHORD x y_ (4)-12d NAILS GABLE TRUSS ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED cT ) w USE (3) ROWS 1/2"0 A307 MACHINE 2x4 SCABS LAID WITH (1 )K+(2)J's AT END SUPPORTS OR (2)K's AT OF 12d COMMON BOLTS w/ NUT AND FLAT ® 24" D.C. NAILS @ 12" O.C. 2"0 STEEL WASHERS `� (MAX.) (7YP)2d "AILS INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE °G 2x4 SCABS LAID STAGGER NAILS 12" O.C. �D" (MAX) FLAT AS SHOWN SHOWN ON PLAN ABOVE AND DENOTED BY: BOTTOM CHORD ON BOTH SIDES. 7YP TOP PLATES INTERIOR SHEAR WALL W INTERIOR SHEAR WALL DIAPHRAGM R� - PLAN VIEW TOP PLATES ELEVATION VIEW 0 C4 cti CASE 11 - INTERIOR SHEARWALL TO ROOF CONNECTION Y PRE ENGINEERED FRAMING (TRUSS FALLS ON ONE SIDE OF WALL) 1-•-3 4" PLY LVL ( ) / " PLY LVL 4 1--3 4" PLY LVL oP PLATESEAR WALL CN.T,S.) (2) 1--3/4" PLY LVL (3) / 4 1--3 � ( ) / t 8d NAILS ry 1 4" A STEEL EEL (T)-12d NAILS (2�j2d NAILS 0 4" O.C. ROOF SHEATHING 4 F-- � ) ( ) a 77 FLEfCH PLATE Y M - 2x4 SCABS LAID W 24" (MAX) FLAT 0 24" O.C. TDP CHORD W TTP. (MAX.) I-`-` IILL f ( ^^ _ GABLE TRUSS LLJf— U T I Fice+ E MEM5ER CONNECTION DETAIL5— - _"- •• .+ BLOCKING (TYP12d NAILS 1 (TTP) � A z i� (Typ) NAILS (2�)2d NAILS 1�1DT t0 SCALE. �� m � 2x4 SCABS LAID CEILING BOTTOM CHORD O ❑ BOTTOM CHORD FLAT 0 24" 0 0 DIAPHRAGM OF TRUSSES ..' . BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: (MAX)EWINTERIOR SHEAR WALL TOP PLATES PLAN VIEW ELEVATION VIEW 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. CASE I — INTERIOR SHEARWALL TO ROOF CONNECTION •, JOB NUMBER PRE ENGINEERED FRAMING (WALL IS BETWEEN TWO TRUSSES) {'" •• 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS `N.T,s,> - PLUS (1) KING FOR DROP BEAMS. SHEET N U M E3 E R "•r.J S-2 of S-4 r„ ,tip a FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: o FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE L5 15/32" PWD SHEATHING. DETAILS ON SHT AD.2 FOR ROOF � PITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR x`12 y SPACE FOR VENT VARIESI J1..„ _ STRAP FOR TRUSS ANCHORAGE (SEE p CZ)Z�i1Z _ ..,.- .-�.. SCHEDULE "A" ON SHEET No. S-2) GALV. METAL 0.H, a DRIP EDGE _ m 1 ,. WRAPPED 5/8" GYP. BD, CLG. ALUM. FASCIA `� OVER 2x8 M ��_1�. PERFORATED SOFFIT ALUM. 1/2" GYPSUM BOARD 00 Vi{ STUCCO SPF STUDS d 16" OC (MIN #2 ` ) of J d- w PROVIDE MID-WALL BLOCKING FLAT Of W d 0 _ WISE ® JOINTS IN SHEATHING �i W tf7 I 7/8 MIN, LIGHT P.T. 2x PLATE O py �, 1 TEXT. STUCCO - W I I �. 1 �•i'/� VENEER OVER m "¢ MTL LATHE AND p0 W VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED T— r i TO 16" PRE-ENGINEERED FLOOR m >- a 1 1 O 1 � 1 � 1 TRUSSES OR T.J,I, JOISTS @ 24" OG � �-•� Z (SEE FLOOR TRUSS ENGINEERING) cv z v © �°J 1 (b 1 cit LTJ cy FLQ n .. _ LiJ CG S Q Q U 15T FLOOR TO RIM JOIST BY TRUSS MANUF. � p U � � � 2ND FLOOR ��' �0 �• STRAPPING PER (SEE FLOOR TRUSS ENGINEERING) t o�a•(>r��a,` 4 � STRUCTURAL LO "o S40 TYP" CEILING BD OR 5/8" GYP, BD � 1 1, • T GYJ A \ �� ••�+� 1/2"0 THREADED STEEL RODS \ SPACED PER SHEET # S-3. ADDITIONAL EXP, BOLTS MAY z BE NEEDED PER SHEAR WALL TABLE ON SHEET # S-2. i �+ 7/8° MIN. LIGHT —PROVIDE MID-WALL BLOCKING FLAT � ! TEXT. STUCCO WISE 0 JOINTS IN SHEATHING a, a VENEER OVER �- Q MTL LATHE AND "" - —2x STUDS 0 16" OC (MIN #2 VAPOR BARRIER SPF) a � SP,T, PLATE TRUCTURAL / ANCHOR BOLTS PER _ry a Imo-•--� 0 o co 4" CONCRETE SLAB WITH ``' ' ` ::) 6"x6"x10/10 W.W.F, TYP. (3000 PSI, n W )IX Z- (1) # 4 CONT. FIBER MESH OPTIONAL). C) Z SLOPE GRADE AWAY ALL SIDES 6 MIL VAP " 2 A 17, (0TAI E. �..... ._.. �. OR BARRIER „•rte .. — ------ ' #4 RODS VERT, ON 48" O.G. & AT CORNERS. VERT. RODS SHALL BE HOOKED 6" INTO CD FOOTINGS 0 BOTTOM AND 12" INTO SLAB CO 20'(W)x 10"(H) CONCRETE C TOP. FOR HORIZ. REINFORCEMENT, USE FOOTING REINFORCED — g F�,®4� T,� �,<,Opr Sic-,�apvvv� W/(2)-#5 RODS CONT, ONgo6HgRC. (MAX.) REINFORCEMENT w OF T1I�c)ie �� J W 7�f=. 2 - 5O � UJA1� �, �� IOilS COT FLOOR SSE WAL... L 1..... AN 1/2-0 THREADED STEEL RODS SCALE-. 1/2"=1'•-O" CONTINUOUS FROM TOP PLATES TO CONCRETE. SPACE ON 60"0•C. �' d OR AS SHOWN ON PLAN. SEE i DETAIL "J" OF SHEET No. S-4 R TYPICAL BOLT RUN. IMPORTANT NOTE: C `J REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD.2 FOR ROOF FOR SEE DETAIL "L" OF SHEET No. S--4 FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES FOR TOP CORNER BOLT INSTALLATION. �z — 30# FELT OVER 7/16" OSB BOARD OR 15/32" PWD VnIFZEs ®avArF 404DG8 I SHEATHING. m I STRAP FOR TRUSS ANCHORAGE (SEE p•_„/B PLATE HG SH2MO a.,, PLAIEHGT. AIR BAFFLE BTW EA -" �.. DBLR/S _ W 3 I TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR) TRUSS TO MAINTAIN �— >- SCHEDULE "A" ON SHEET No. S-2) I --------------- -I -� - --- - - 1 1/2" MIN AIR SPACE ' ? ' THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING ; FOR VENT ` I CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: I . I I I I �� i • ,� E ____ ____ _ ° -im u'� _ GALV. METAL 1/2" CEILING BD OR 5/8° GYP. A) WOOD SHEATHING 10 STUDS NAILING SHALL BE 8d COMMON NAILS. DRIP EDGE BD TYP B) GYPSUM BOARD ATO STUDS NAILING SHALL BE 5d AND 6d COOLER I WRAPPED ALUM. ----- — - - -• -- �__.__.. �A F NAILS FOR 1 /2" AND 5/8 THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 m j �� i 1 - 1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. PERFORATED o 1 I 11 i 2x8 WALL VINYL/ ALUM, a :` : a,.• ` IiL_ , DESIGNATION REQUIRED SINGLE OR SHEATHING TO STU S SOFFIT , SHEATHING DOUBLE SHEATHING NAIL SPACING I a w �� O FA 1 STUCCO FRIEZE � � w , s�T I II I �oi I Kr 1/2"0 THREADED STEEL RODS z - . Lu II I K I z 716" OSB SPACED PER SHEET # S--3. 4C -#--- � ! -�S / ADDITIONAL EXP. BOLTS MAY PROVIDE MID-WALL BLOCKING FIAT � _ Q� I II I "p C) ip7� (BLOCKED) SINGLE 6' 12" WISE JOINTS IN SHEATHING CL II c°I1 I r�m c BE NEEDED PER SHEAR WALL - - -2x STUDS C� 16" OC MIN 3. Q a, _�____: s TABLE ON SHEET # S--2. #2 SPF) ( - U- 1 -n y, CA7HEDPAI• (1� 4 B 7/16" OSB ; � � I • • R 1= SINGLE 4" 12" 7 8 MIN, LIGHT ul z DM / I P.T, PLATE W/ ANCHOR x O 1 (BLOCKED) TEXT. STUCCO I g m BOLTS PER 1.4 I I VENEER OVER MTL LATHE AND STRUCTURAL' ONCRETE SLAB WITH W I VAPOR BARRIER 6"x6"x10 10 W•N/,F. 1�'P. _ ----n---- ----_ j �t w ,/ 5 v I e y a ,.� ADDITIONAL NOTES: I M -___ --- (1) # 4 CONT. o - (3000 P51. FIBER MESH �^ f wr ��' OMEDRAI m � OPTIONAL). — _ • ^• • m i �p33 �. 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED �_._�—.._ _, r i a I SLOPE GRADE �= a : � m I o AT TOP AND BOTTOM AS SHOWN ON DETAIL "F" ON SHEET No. S-4, AWAY ALL SIDES asFR cwn,PDw r . 6 MIL VAPOR BARRIER 2 z 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, z a z - ® ohe Ap SIMPSON , SPACED AT 32 O.C. AT BOTTOM AND ALSO APPLIED AT TOP #4 RODS VERT. ON 48" O.C. & AT CORNERS. m „ • VERT. RODS SHALL BE HOOKED 6' INTO O --, S �� PER DETAIL D ON SHEET No, S-4. WHERE SECOND FLOOR WALLS ARE '` FOOTINGS ® BOTTOM AND 12" INTO SLAB U aEE DETAIL. L OF SHEET Na. 5--4 FOR TOP CORNER BOLT INSTALLATION. SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST 20"(W)x 10"(H) CONCRETE 9 TOP, FOR HORIZ. REINFORCEMENT, USE FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED 9 ga. HORIZ. JOINT R��N,RORC,FMENT "K" ON SHEET No. S-4. W/(2)—#5 RODS CONT. ON 16' O.C. (MAX, ''' T�4FREAE) ED STEEL RODSFLAN JOB NUMBER 5 T 0 � W4LL 55GTION. SCALE. 1/2"=V-011 S;, Y SI-BEET NUIV6ER _j S--3 OF ... i I DESIGN CRITERIA ,/z"W THREADED STEEL RODS SPACED PER SHEET If S-3. 1/2"0 THREADED STEEL RODS 1} LIVE LOADS: ADDITIONAL EXP. BOLTS MAY I SPACED PER SHEET # S-3 . BE NEEDED PER SHEAR WALL STUD WALL ADDITIONAL EXP. BOLTS MAY. ROOF...............................20#/Sq, ft., FLOOR.-........40#/sq. ft. TABLE ON SHEET # 5-2. #4 RODS CANT. I I � a BE NEEDED PER SHEAR WALL a 2) WIND LOADS: 4" CONC. SLAB W/6x6x1D/10 W.W.F. ort ft6FRMFSN TABLE ON SHEET # 5-2. THREE SECOND GUST WIND VELOCITY PER F8C-2001........................120 MPH - 1 (IMPORTANCE FACIOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING .....:.ice:. EXPANSION JOINT w I 51'UO WALL I RECESS SLAB 3/a"x 10" WIDE CCPi = (+) OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERED ROOF TRUSSES _ 3 COMPONENTS & CLADDING DESIGN PRESSURES "' GATOR NUT II 6 MIL. V,B, OVER CLEAN, I I AT GARAGE DOOR IIIA WELL COMPACTED TREATED FILL 6x6x10/10 W.W.F. 0 ROOF (ANYWHERE)= -50,1 Psf, +23,7 Psf I _ - 6x6xiD/10 w.w,F, p2 FItiE�tMESH CORNERS, ZONE "4" IS ANYWHERE ELSE. 3"x 3"x 1/8" O2 F16EftMFS _ WALLS: ZONE "5" IS WITHIN ft. OF COR x STEEL WASHER y4 RODS VERT. ON 48" O.C. & AT CORNERS. •r. " �`"r" ---- VERT. RODS SHALL BE HOOKED 6" INTO I � /d. a• a _ LONEFFECTIVE I f . PRE R (PSF) EFFE rIV IN R S f. PRESSURE (PSF) _ FOOTINGS O BOTTOM AND 12 INTO SLAB _ r •I j j I— -III _ 4 _ III 10.6 35.5 -44.7 TOP, FOR HORIZ. REINFORCEMENT, USE I N z " ; III I • •. ,• —LILT TOP PLATE -IL�1 I I �J I 19 p. HpRIZ. JOINT REINFORCEMENT � I i I d. (2)-#5 CONT. HOOKED 4 10,0 35.5 -37.8 5 HURRICANE STRAPPING PER 4 20•Q 34.4 -36.6 5 20.0 34,4 -42,4 SCH. "A" ON SHEET ;# S-2 ® OF WALLS p I (2)-#5 CONT, HOOKED 50.0 32.1 -35.5 5 50.0 32,1 -38.9 I)I= -�I I 1'III-- ON O.C. (MAX.) I & TIED AT CORNERS 4 — _� �Y MIN. 18' & TIED AT CORNERS 1 0.0 30,9 -36.6 - a ;. I ) I. I I--12" -� MIN, 18" 4 100.0 30.9 LLJ -33,7 5 O *�K SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES 'k>k - 4B" (MAX.) IN1- PLuS AND MINUS 5G ..� I -TI I I 1_20--] � TURN DOWN SLAB DETAIL s a CONSULT ENGINEER ,: GENERAL STRUCTURAL NOTES: 1/2"0 THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING TURN DAWN SLAB DETAIL GARAGE ROD PER SHEET # S--3. REINFORCED W/(2)-#5 RODS CONT, i 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL I EXCEPT GARAGE z REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE 6" TYPICAL FOUNDATION DETAIL WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER _ — — — — — — — — — — _- 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 7/16" OSB NAIL w/ CORNER DETAIL _ _ _ _ _ TO COMMENCING WORK. 8d COMMOM NAILS TO I (f) Q CD 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 DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # S-2. I -T 6x6x10/ip w,w.F, a{2 FfBEftMlW$►t W aj C� ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. f �� 0 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR 00 �^ REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM SPH, "SIMPSON", STRAP =I •, a a __I m J- w 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6" SPF y2 16" O.C. SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"m THREADED STEEL THREADED STEEL RODS SYSTEM TOP PLATES -;I (2)-#5 RODS CONT. ]- M C� Ln z 20" � m L1.J � 0 ROD PER SHEET 5-3. x � - �r EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, INSTALLATION INSTRUCTIONS , 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRER DESIGNED STEEL COUPLER � <z FOR A 2000 PSF SOL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING 1 DETERMINE THE STARTING POINT AND MARK EITHER THE x INTERIOR STEP DOWN DETAIL CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, ) FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS, "SIMPSON", U Z IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY STRAPS (3) CONTINUOUS STUDS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION ._... — — — — — ____ — — — — — — — ` -- — ` _ SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET, ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS ARE USED. POST STRAPPING 0 TOP " ERECTION, EPDXY GROUT STRAPPING ® TOP � 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS (N,T,S) (N,T.S.) t/2"m THREADED CONSTRUCTION NOTES: VSHEET. STEEL ROD SOLE PLATE SMALL BE � `�•I I� ANCHORED 1'p SLAB W/ 1/2"0 CON T ; Z 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED SPH, "SIMPSON", STRAP 2x4 STUDS THREADED ROD BOLTS SPACED 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI F PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 5% 6" OR 4"x 4" POST ® 16" D.C, PER SHEET # 5-3. ADDITIONAL COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING ` RECOMMENDATIONS. }' EXP. BOLTS MAY BE NEEDED ABU, "SIMPSON", 6x6x10/10 W.W.F. PER SHEAR WALL TABLE ON CONCRETE, ��` �� 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE POST ANCHOR 04 F16ERM SHEET # s-z, 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL �-- REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. OR UPON STRUCTURAL FILL COMPACTED r0 A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR a .• a •. DRILL 6" INTO CONCRETE BELOW THE �. F...-.,..,,+ MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft) _ ~ BOTTOM OF THE FOOTING. BOLT RUN DETAIL TYP J POST STRAPPING ® BOTTOM ANCHORAGE TO SLAB 0 BOTTOM _ _ IN ETHER THE EXISTING FINE SANDY SOILS, a� � 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR E �► F� - (2)-#5 RODS CONT. WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S) LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED �•• t� PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) POST STRAPPING A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL 4 REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, — ��- �•� ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. TOP & BOTTOM TOP & BOTTOM 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE (N,T'S) MISC. FOUNDATION DETAILS G LAP SPLICED A MIN. OF 36 BAR D AMETERS OR 24", WHICHEVER IS GREATER UNLESS Z OTHERWISE NOTED, 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT, W FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches H2.5A, "SIMPSON" H2,5A, "SIMPSON" H2,5A, "SIMPSON" SLAB ON GRADE......................................... ........CENTERED CLIP (TYP) OR ROOF 7RU55 CLIP (TYP) OR ROOF TRU55 CLIP (TYP) OR ROOF TRUSS `.J 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-D" AROUND CORNERS OR SEE SCHEDULE 'A" SEE SCHEDULE "A" SEE SCHEDULE "A" HEADERS PER SH 7. # 5-2 H2.5A, "SIMPSON"N" ON SHEET # S-2. ON SHEET # S-2, ON SHEET S-2. GARAGE ODOR HEADER ROOF TRUSS CLIP (TYP) L CORNER BARS WITH 2'-D" LAP SHALL BE PROVIDED. _ (TYP) SEE SCHEDULE "A" w n Q 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT _ ON SHEET # ;-2, j REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, + d 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR �t DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED w OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA36, "SIMPSON", 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 1/2"0 THREADED STEEL 1/2"0 THREADED STEEL STRAPS 20g x 24" LONG FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE C520, 'SIMPSON", ROD PER SHEET N S-3 ROD PER SHEET # 5-3 STRAPS. TWISTED STRAPPING FOR BUILDING" ACI 301. r SEE SHEET # 5-2 FOR # OF STUDS. �, V Q MA NARY I�1 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE 2 3yK s 1/2"m THREADED STEEL MASONARY UNITS, TYPE 1, GRADE N--1, NORMAL WEIGHT, WITH A MIN. COMPRESSNE STRENGTH ROD PER SHEET # 5 3 W OF 2000 PSI ( f m = 1500 PSI ), 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR 5. HTT22, "SIMPSON"- LTT19, "SIMPSON". W z ^ HOLDDOwN HOLODOWN _lE 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH AT EVERY OTHER BLOCK COURSE, MAX. 16 in, O.C.. 1. > ..,, MS4AM3G CONCRETE SLAB 6 in. LAP AT ALL SPLICES AND PLACED '' "Sim pspJi 0 slap? WQOD RAMING: 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER 3—e DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS E R LAM. VENEER LUMBER STRAPPING 0 TOP & BOTTOM STRAPPING 0 TOP & BOTTOM EXCEPT AT EXTERIOR WALL OPENINGS � DOOR JAMB SAWN LUMBER ANCHORAGE ® TOP & BOTTOM DETAIL C Fb = 1,120 PSI Fb = 2,500 PSI (N.T•S•) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING 0 TOP & BOTTOM FV = 90 P51 Fv = 285 PSI ON SHEET # S-2 OF THE DRAWINGS (N•T•S•) (N.T.S) JAMB STRAPPING TOP & BOTTOM Fc1 = 565 PSI E = 1,900,000 PSI Fc = 1,455 PSI (N.T"S.) (N.r.S.) V E = 1,600,000 PSI IN SHALL BE 7 16" ORIENTAL STRAND BOARDS (05B) OR BETTER, 3) ROOF & WALL SHEATHING / SPAN RATED AS SHOWN ON THE DRAWINGS, 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. SCHEDULE "C" 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH TOP PLATES SEE S "SIMPSON", CLIPS SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING ('YP) OR BLOCKING REO'D. ROOF TRUSS NOT SEE SCHEDULE "A" ON SHR. # g•-2 APPLICATION. FASTENING SUBJECT TO MOISTURE BETWEEN OUTRIGGERS SHOWN FOR CLARITY WALL PLATE HEIGHT STUD SIZE SPACING 2x4 BLOCKING * SHEATHING JOINT 2x4 OUTRIGGER A 153-80, 4" FROM GABLE ENA ® 48" O.G. HURRICANE CLIP H-2.5 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. / CONT, zxa SCAB FROM TDP To U-MANGER OR EQUAL 0 48" O.C, BOTTOM CHORD TO SERVE AS NAILER `� r 8'-0" THRU 9'-•10" 2x4 16" 7/16" STRUCTURAL ROOF 5HEA1'HINC _ V 1 NIN SUBJECT TO MOITURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 2x4 BARGE RAFTER CONT. FOR X-GRACING $' O.C. `� 4 PROVIDE CUP FOR 400 Lbs, FASTENING r BOTTOM CHORD OF COMMON OF LATERAL SHEAR 1 D'-D' THRU 14'-D" 2X6 16" I SHINGLE STRIP J 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. I I TRUSSES 2a" o.C, � BOTTOM CF10RD OF CABLE � C 14'-1" THRU 18'-6" 2x8 16" I I FASCIA 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 SPH, "SIMPSON", STRAPS I I 12d NAILS � $" o.C. "+ END TRUSS ��•`I• � 32" O.c. � 19'-0" THRU 22'-0" 2x8 12" zxa x-BRACING I = ) INSTEAD OF SYP #2. (7) 12d NAILS '� ®8'-D" Q.C. TOP CHORD OF GABLE END � � W 2X10 12" I I I TRUSS DROP 3-1/2" DOODLE TOP PLATE * * = THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. TOP TO I I I MAX, UNINTERRUPYED SPAN LENGHT OF TItE STUD. BOTTOM CHORD 0 8 ft. I I OPENING ` _ �,r F4 FROM GABLE ON IF HORIZ. CONTINUOUS BRACE CAPABLE OF SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS I CONT. 2x4 SCAB FROM TOP TO 2x4 BLOCKING 0 48" O.C. BETWEEN LSTA35, "SIMPSON" BOTTOM CHORD ® X-BRACING '� DOES EXIST. THEN THE SCHEDULE SHOWN ABOVE I I I GABLE .ND TRUSS Arlo FIRST SPACE ® 32" G,C. CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY, 2x4 SCAB IF VERT I I (PROVIDE ADDITIONAL AN AT COMMON TRUSS VERTICAL IF HIGHER THAN 48" (MAX.) r WEB IS NOT PRESENT I I TOP OR SOLE PLATE TO STUB, END NAIL 16d COMMON 2 1'0 FORM AN "L" SHAPE) `� I I % CONT. 2x4x8'#'2 SYP. LAIERAL STUD To SOLE PLATE, TOE NAIL Sd COMMON 4 (3) 12d NAILS (TYP) I 1 I BRACE ® 48" O C. AT X-BRACING ( I I BOTTOM CHORD OF 3 Li DOUBLE STUDS, FACE NAIL 10d COMMON 24" O,C. GABLE END TRUSS ( ] 12d NAILS DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" D.C. I I t (2)-2x4 TOP PLATE ISOMETRIC VIEW ` � 51-{OE PLATE �, � � TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON CONT. 2x4xS' #2 SYP SHOWING LATERAL BRACE TO W " I SCHEDULE "D" CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 O,C. ALONG EA. EDGE LATERAL BRACE ® 48" O.C, 2x4 STUDS 0 16" O.C, FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS GABLE END TRUSS \ ca (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS 7/16" OSS ON 1st. 2x4 BLOCKING 4B" o.c. -PLATFORM FRAMING- �� Q Z ) NAILED ON 4"/12" BETWEEN GABLE & FIRST TRUSS SUPPORT BEAM OR ` � PLYWOOD & PARTICLEBOARD SHEATHING: ROOF - 7/16" OR GREATER W - 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET CUP 48" O.C.. clip Musr GIRDER PER SHEET # s-2 PROVIDE A MIN. 400 16e OF SHEAR. I I � < 8" O.C. INTERMEDIATE UP TO 3'-0" 3'-1" THRU 6'-0" 6'-1" THRU 10'-O" 0 0 WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & * LINTEL (3)-2xB's (3)-2x10'5 (3) 2x12'5 PLATFORM FRAMING H 12" Q.C. INTERMEDIATE JAMB ** USE TWO (2) STUDS OF TWE SAME SIZE AS THESE OF TWE WALL BEING CON5IUEREO GABLE END !tel DETAIL �` � ' �r'' FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & iNTS3 D x` * ��. 12" O.C. INTERMEDIATETWO * (2) PLATES WITH A PLYWOOD FILLER MAY BE USED INSTEAD OF r � �U B N U TVI B E R THE THREE (3) PLATES MENTIONED ABOVE. STUD TO STUD STRAPPING � •� t 1 ' • NOTE t r r' '• UNBRACED LENGTH OF X-BRACING MAY NOT EXCEED 10 ft.. IF LENGTH DOES R * = OR SEE SHEAR WALL TABLES ON SHEET S-2 & 5-3. * = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED 10 ft., ADDITIONAL SCAB IS REQ'D, t _ SHEET NUMBER •'1 � -�1�� S --4 o f S-4 r�1 0 ' �za SCO Product Ratings Effective: MZrCjj 3,2002 PROIDUC n LINE LILTING( sf) SIZE(in) M40/50•-SH +30 -35 53x78 Standard single hang +30 -35 36x96 N40HP/50HP—SH +50 -60 53x63 Nigh performance single hung +50 -53 53x.761/ +35 -35 53x96 TW—SH +50.. -50 5308 Tilt sash single hung +35735 53x96 TB••-Sly +50 -50 53x96 Tilt thermal break single hung VIP—SH +70 -70 53x78 Impact single hung RW HP +35 -35 127x61 Nigh perfarrmance horizontal slider RW XHP +55 -55 74x51 Extra high performance horizontal slider -4-45 •45 112x63 M2/3/4/5 SG® +35 -35 4065 panels Standard sliding glass door +30 -30 3080 panels 2"Sill M2/3/4/5 HI'SGD +45 '-45 4080 panels` High performance sliding glass door 2-I/2"Sill M2/3/4/5 YHP SGP] +55 -55 5080 panels Yxtra high performance sliding glass door 2.112"Sill 5' Ovide panels not available in M3&5 f Revised:134/04/02 n.,.. TV0 BY FRA LING N8 SCP.E11 ILISTALATIGN AUCIICR 1IpUU BUCk AIICNOR -•`-`"`� CAULK BCNINO _ '� '• COHLRE7E OR 11ASDNRY uDRAOW F"1)1 t)1pTH BY OYIfERS SCREW DIA,CONCRETE OPENING BY OTHERS CgtNI1l3 OR MASONRY CAULI: BEHIND VI14DgV FIW SCREW AHLHOR 1-1/B'HILI.EIIBEDIRENT OPENING 8Y QTItCRS �$ 1/('ACc. - BY OTHERS _ CAULK BETWEEN V9O8 BUCK SHBW AS REO'U, 1) S4LLHIMOA REG V,SOC SUINT Si A.SET TOD0FENJSTALIA11QHI AtiEHS�QPS tERCUSPAvLOAD G D RE R IiHnH 1u 6' 11 PRCSCNi. SHEA7NRlG W/LOAD 2) GDR I14YERIAL,ALUMINUM ALLOY L06a. TWtl BY FRAHiNG BY tlTiICRS l HASONRT OPENING 8Y O7HERS BUCK BBY OTHERS b 1110 SCRC10(N$TALLAi1GM ALLO' INST LL pr SurP1CIE1❑ LLNGrIT TO ACIAEVE Jilt,LpLC D,IGIY DULL(BY tlT11ERS 1-1/4' NIU. 2•(11Y P.)-1::+• BEARING S11R4 LI{BLAl1ENT I INSTALLATION AP(CtiGR W 1-IXB•Hill TWO BY vCQD BUCK.CDMCRETC$CREV aNCMCRi AT SILL MIST of pT$U4FILICN7 810 SCREW(TIP.) (HSTA4I ATIUI/ANCHOR I, CAULK BETWEEN HASOIIRY LCNGTN T8 ALHIEVC Pita EMEEGMENT OF 1-1)4•INTO MASONRY GR=;CRETE. _. Nt0 SCREW LTYPJ OPENING 6 WpOD BUCK 4) MAX ALLGVADLC SPACING DE7VEEN`MO SCREW ANCIIIIRS AND CGHCRETE SCRE'd ADG:GX$JA DE 24' S141t4 AS REp'D. � BY gtNCRS DC.RAX. W/LOAD 5) IF LAYER CAULK OR EWIVALC111 TLIR PCRINCTER SCAL ARCWIO EXTERIGR DP GuuR pY Oi,:C11S. 1!000 DUCK ANLHpR 6> IF ExACT DCGR SIZC t$NOT LISTED tel Apt BEARING$MIH SLIOIN4 GLASS 3/16• DIA COPICRETE LARGCK SIZE.FOR TMC APPRDPRIATC GCS tGN Pk[SSuKC RED•p,NCry�,GUAIIT ITY L!$TED vliN NEXT 1/4'IIAx. ,� pUOR FRA14E SCREW ANCHOR BY QTl!ERS )) FGR POCKET DOOR SIZES USE LLUSCST 6Y PASS GOGR SI t CDprIGURA7IL^I TG EINISM GPEIIB IG PLACE CONCRETE $HEW ANCHI RF 111 FRtJl17 GF ItDGK STRIP!.$$1{Uvry. SPACE --'--- -- — JANE - 6) Gr,ASS THICkNCSS NAY VARY pCR RCGWRCHCNIS OF AS1N IP 4S GLASS CMART S.S815LC GL).Z1t,G 1/4'MAX. 9) JANA.SILL CORNERS ANJI ALL 1AALSO O ANCHORS SILL ARE TG BE SEALED VITA A$IWLL '111111 �---1' 1-1/8•JUN. SHIM SPACE SEAH SEACCR. !tll _� `� EI4BLpNENT 101 ALL INSTALLATION ANCMDRS ItuST OC MAOI:at CDati"ICH RESISTAIIT IwTCRJHL S, -"' A 2' (I YP,) Il> NOT ALL CONEIGORATIANS E1SL�TCIt��A$8➢VC ARE$Hath!UN HIS DRAVInG,r,nUTvER 1pSIALLAII01 EXTERIOR $EC TlgN1,$EgTOH'R•.8 G jBIk,.DF1g1L APPLY 1G IN£YALL ATIdI DF AI.L COMP IGURAT1phS. V MIN. TVQ BY TYiESIg6 12) KlNC SERIES HA K B SLIGtN GLASS Dt1pR!$ SHOt/N. TINS PRINT ALSO APPLIES 10 efapq 3, El ISE BIIGIT WOOD BUCK • HARK 4 S MARK 5. rR.._..._T' - FIN FRA11G JAFIB EXIERIgR FINISH BY O'HIERS TENPERED GLASS BY OTHERSJIJL _A CTYPJ EKT, FINISH 1) INSTALLATION ANCHOR CHART BY pTHERS '•SECT PERY DliR CAULK -.�( ;� Nl0 SCRE%JS IN 3/16' DIA. CONCRETE A10 SCREtdS Eq• JLC I 1❑N a DY pTIRAS PEHIIIE'(CR GAUI.K--- BYRATkERS TER OAULIG $118[DHENT BY OTHERS NISH rS ALL OVERAU FRA14E HEAD SCREW 114 FRA14E S1f.L,JAI43 & [IfH1iCFS7121P HL16HT IZE SIZE W'TO. 46 PSf 6t PSF UP 7p 46 'SF 61 PSF Lip To 46 PSF 61-P sr v1l1DOW_-______�_ BYTQi IERS - TD TO 45 cr 60 Ta 70 se 45 TO Sr0 IF 71QN _ WIDTH F 60 PSF 'IO PSP _ SLIDOZ CLASS 5068 xO,0%, %X 60-11/16 a 80 1 3 3 3 3 3 DOOR FRAME �+I-----S.G.D.WIDTH . - 1!4'MAX 6068 X11,•qX,%X 78-t1/l6 x BD 4 4 4 4 4 4 1 6 SHIN SPACE 6 HEAD a 068 xxpQQ xx}f I9�69-I�"6 ><80 6 S 6 6 5 3 3 6 6 SILL. S1DOL D o a be xG o J04=5IPA --i---- ------ BY ➢TILERS - F.XTERJIIR S UION? !"1068 pX0 145-5!8 w DO 7 9 to y 7 6 6-'-- (, ° DOOR wo Ox'>4,- xX DXO 18L sTl/B xKOD 9 e y G s 6 6 24• OC. HEIGHT 12668 QXXQ, KXXX 144-11/16 x 00 7 MAX. <iYP,> p ��- o`,1T Op6D OX;(0 x 240-11/16 A 80 13 K 00 to 1j17 19 U _� _ 12 6 3 6 6 It `1� TELIPKRED 5080 41 Qx, X% 6D-11/16 K S 3 3 3 ] 3,T v3 6 6 6T' EDUAI.4.Y GLASS (TYP.) 1-1/D'PUNL 6080 xp,D%, xx 71?-It/l6 x 96 4 4 4 4 4 9 6 6 4 WS7 ALLAiION ANLNpR 8080 Xp,CX, %X 96.11!18 u 96 5 _ 6 b NE ICHT SPACE EHeCpMCNT his SCREW 99 xq (�oril/16 u,_9 6 Y 6 S 5 5 6 NE .9080 DX l0-S/ xx 9 •g'- 6 y 6 --6--.--6_.,_. AUCLI6I;S .�. 6 p o (7 YPJ 1/4'HAx CAULK BETWEEN 120BD GXq 145.5/B x 96 B 16 VOOD FRAHE E 15080 OX0 181-5/8 x 98 t0 3 I1 7 D 9 V SPACE A E100K STRIP 10 IS%IT`XXxX 1 -TTA w y 9 -161____ 1] 6 1S�_ ,�.d It'ODD OXXO, %xxx 144-11/16 u 96 7 10 IJ y 8 9 6� - 6 6 N p8 INSTALLATION ,a 16080 Ox%q,%XXX L98-11i16 x D6 11 Ill 17 9 12 14 6 6 6 ANCHOR SCREW p p .._..�_ _ f 1 _ TWO By 12D CRS ECOSO gxxp Xx%x 240-11/16 x 96 14 19 QP Id 16 18 6 _ 1,� 6 _ 6'HAX. I� - - TwO BY FRAMING 0 0 0 (TYPJ ° •tel I DY UTl1ERS �- SLIDING ME —� j`••yl— _ DGUR FNAHE SILL SLWING GLASS DOOR u➢pK STRIP 'TION I 6'IIAX.(iYP.) •�------- .UMINWJ ALLOY 6061. ELEVATION I- C -F n byOTHERS ATHINGR _ X MUST EE OF SUFFICIVAT LTH.TO LEVA 1 ION � ENDO➢HENT 1 �- )F i'INTO CFWJI14G MEMBER. �• C (-(•� �/r �j (-Ua•NIH. EXT.FINISH X 1 - 16•FROM CORNERS& 24'Q.L. VIEWED FROM EXTERIOR ERIO S � � � BY.OTHERS ��EI_EVAJM �KEMR .L.E-VAT - OXQ DOOR SHOWN Ing AT H£Ap&JAL US WITH DUO-SIL � PER(l1ElER CAULK 17X%0, X>(XX RLIGR $FI(]WN _. .. __. OF ICOIICREITE QR CAULK 1 I' S P HERS - w a,a ' AILD EDL•APPLICATION OF DUO-SIL TEMPERED CLASS BY OT SILL IPLY 1riTH SEAWIi IXAIJUFACTURER•S ----�-- -- - -- (T YPJ -""' ' a CA=BEHIND FIN AT VIII4001Y SILL. IC I N C a L I Ll, 14 BID ALE1R FOR PERIMETER SEAL ARDURp K I N C L✓I„ a 5255 pW{:INDS Ram) E YHE85. 9 JACKSONVILLE,FLORIDA 52254 INS7ALLATICIN ANCHOR SLIDING GLASS L.z/,... JACKSONViLU., FLO IDA OF LISTED IN ANCHOR CHART, USE a•�' a`•..,;' r r..__ _ 3/16' ➢1A.CtlNCRETE DOOR FRAME tip:•- T �"`7 _,,,,, _ '"``' „'' "t III C, SCkEV ANCHOR CTYP.) JnttEY1fiG SL1Oir1G GLASS pUl]R 4l/T1lq BY l✓plJp bUCIC 1]k FRw11F. . RTH 14EXT LARGER SIZE. .L-�,'•v,a•',Jr,c,, - INSTALLATION DETAIL. WOOD FRAME OPENING EgwCRM Elk-- '`'FI'' -•• / / i MAY VARY PER THE REOUIRLLRENTS �; ', FIN SiNGLE HUNG WINDOW M40/50 & 1440/50H1' MnSOF1RY OPENING �/ UPEP1114G pX / )>t / 0X0 / OxXO t %XXX iPlS1ALLAi'IpN llEIA(t Ut1S. SINGLE GLAZI140 IS SHOWN, BY OTHERS Z EKGtN[ER - OUALIFILD. YrLP. IHCItI[E81 t4ANUEL MARTINEZ OBN: � [ATC)IIFAIT('i ..i��Z�: IIANUEL HARTIPIEZV FIN JAI,19 p0 11pY REQUIRE . _W.LATLOH ANCHORS ARE ONLY RLq'D. � GSPUNE3.il,uJ^Jlouy„CIVIL N T� Y' G �Q, xK DpgR SHAWN FL RCD P4) CIVILRL V.L115 5HEET, �a- --ia:iial 4%182 RLN:tirrcpi ifter!! tiF [ ., �... .�_.w. _w. .ten,�.z. ..,....¢,,. �,�m� r. _ .c1r�r�� 471:2 790 �� 2 BY WOOD BUCK 910 x 11/4' MINIMUM EMBEDMENT OR I] 3/16' PFH TAPCONS WITH 4.563` 1112, MIN. EMBEDMENT (TYP) I MM OIAIL F INSiALLE0 Xf Al MIN PKIEVED BY A CAVI U (2) PER HEAD JAMB 609S98 IINI THE 011E KIM THE W IF CA l OR Ulm 114' OAP MAX. WIDE 311,is LEGS 1w 6 00. VUt M V11 IS INS1AllE0 IB W911 E AREAS VffERE K ull AMD ilk AREA ARf[SiM 10 ACCEPT VAIER IfILiRAl10N. l 750' al ISNRF�m MORE VVV10RE VAi mLIhim 10 GVIUNi IS Up I REo01UNi IS N01 Ell Pa it ve a oved + s N i p r ° l 1.25 MATERIALS LIST ]ILA Na ilscilPfllw PART wii CaMMENiS © °"� W00D-HEAD JAMB EV-12 I IN x 19/16'NiL, I0 BE&0 Q COMPRESSION WEAIHERSiRIP A (R N O 0 - 1 EW 10 /4'x4 'MTL, 10 PC. V 4 FIXED MENLO , f t-,, ,. 0 iqP CHANNEL EV-05 ' 61 11/15' INTERIOR79 5/16' ` ' ' EXTERIOR © STEEL WIN 26 ga,(,011 +,002 10 KII1&11180 694 MAX ° PW[jAN[ A BASF FOAN- DENSITY 2.010 2.5 Ib5./1t' ° ' © 8017DN CHANNEL , ' 9 WOOD LOCK BLOCK EV46 j, °,, 6• O WOOD STR K ST1Lf EV-01 111/16'X 1S/lb'X 19 5/16'MR,iD BE W00p 1 . WOOD HINGE STILE EW-06 111/16'X 15/16'X 19 5/Ib'MR,i0 BE VOOD PlA1f LOCK FILLER EV-09 ,050 THICK PLASTIC °'°; 64'HINFF EV-15 .091 THICK(SIEEL) V000-HINGE JAMB 1 I/4'x 4 9/16'MIL TO BE VOOD 4 O 110 x 3/4'W00D SCREWS (4)SCREWS PER HiNGE © V 0 x 2'F.ILWS• (2)SCREWS PER HINGE LY�G O ID rRVS VAVh Mjil I Vi'DOfDEX1 �PRpV�pASC01� 'ffN I N NI aluI lu wu tt "�rs Inst 1.25 $ou►ZFVEV ,41 61m T 110 x 314'FRV,S, (2)SCREWS PER HINGE �` V8 x 2'F.H.W.. ar S 2)Al EACH SiRf KE PLATE __TPx; rca �Fl� 0 LOCKSEI WIKSEI BRAND 200 LOCK euxW+aC�� p �jlD FPA1 C01R11Y H00IFICAiIONS areum Jp BY Wn()D BUCK IVllit UdfST NJIf�I fR �C, • t f Caly MD0IFICA110NS 57 JD N i1 � lid Irl _ rn � annr. �•r. .. �w.,-.._...._...... i PDQ w"JC� NT Y N10 X I I/4' MINIMUM EMBEDMENT OR µ4f1; E; 3/16' PFH TAPCONS WiTH. f RLMV MIN- I 1/21MIN, EMBEDMENT (TYP) 90 c ETffR n 31—IM—EV (2) PER HERD JAMB PIiiSI µS 661 /"` SNI;E T OF 6 . DOOR CONFIGURATIONS ��►��«►IfR � I•MAX P MAX I.MAX 71 MAx 31 MAX w MAX ••,,•% INTERIOR N• MAXlr .MAX wx 100•MAX I naz-1 1 II ]I 1iA• .. •�LA•MAY 17- ii•MAX % MAX 37 I/2-MAX 0.C. • 29.]M• a9 ]ir 7w MAX t MAX 1,9-MAX as a/✓ 1 QG r 0 11 MAX 9 2a l6 90u. Q IS-MAX SHIM MAX 2Z•MAXMAN IS•MAX 1/Z•N X A r ;•• .-+ • •'•. QC 77 •: ' . ��1•:L NyM ?• :•I••;i rr��Y.yf.•-••+' - e•;�. r MAz .• MAX IS•MAX v MAX A 9116• GC. 7•MAx •I I•- IA• �•NAx ]•MAY �11 TA r MA% —MA„ X--Ir 1I MAX �•. ,r4m2 , ]•MA% Y MAX Y•MAX OI t�tMAX 1 . A'MAX i5'MtlX A•MA%�L .F a q r MAX ^• .� r� SEC(;LAZMC 11ETAll /•MAX IS'MAY X1fr 11� QG I7 17•MAS 6 11�A• EXTERIOR 17 ' O.0 d BO II/t6• Mwx O IS,MAX 314114* SECTION A--A MAx 15-MAX of 1 rA x INSWING OTHER CONFIGURATIONS �MAX� MAN I GLAZING RETAIL 6•MAX , t/16, .]'MMAN /a•MMAAxx �fiH 7/A• SFIERVI "'0'ASUA MAX MAX A• ] "- FxTERMAXIOAE LT[X CAULK E:TERIOR iL.I LINE! UlESS tArEB,FRAC DEC ata4 I K :•a CxiRustalli tW ESS FAirEO Sri 041.10.'1 6i ;: C r3 Cv:Ar"LYiNC YT'H THEFUGINFFR- IR REV sl 'p4r 8r INTERIOR BAR wuMlr borlurF o 113UDE �r t-11-� W1i L: SfiY: s �=.u; a3 crl�Yurcas;Mmt a .corn P.cr s 1ooQ° rrlgMs� G PR M DR ENTRY SYSTEMS >� • IaR XLIRC , Ao � Iq,x� F �. 2'JUT}1:l/','jypA ;,pl pt26A0:Ulm qRL Sil�I'T.IQX A x0o UrKR MA ITZ tr41 31-102Q _ �:I ��ss aITE 9 BYE JUI1 5- - FNL v oW-111 omsrart 911 S K&6 SHEE7,5. OF.; a.nowcconecaAr>LwNocFCE PrrrstG KI6676z11 �7 t �+� ao�omuav c N R. SY M 31-lOZD-EW-I ACCEP7 ICENp 01-0314•rg ,.. � V8' i<rIWEREO GLASS ( MGCOOECOUPLWx60FFCE rcbb]cr SHEET 2 OF 6 REYISAIN tEtTEIC .:,•„MRO.' ..t..• ACCEPtANCE No. /lum