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Paradise Lane 780
P BY WUUD BUCK if10 x 11/1' MHIMUM EMBEDMENT OR 11 3/16' PFH TAPCOINS WITH 4.563' 1112' MIN. EMBEDMENT (TYP) x UNIiS SIWIL BE INSi 1.10 R1 Al MIN MEMO R A CAMPY OR (2) PER HEAD AN OVERHAND SUCH ILMI ill ABLE 01111 ill EDGE LF C961 OR OVERHANG iO Sll IS LESS 9115 RES, V�ESS V11 IS INSfAI.IEp IN 1/4' CAP MAX, >< A�CCLP1�1MR10163 p ILII nN 19 HI AND ill AREA ARE(lSl(K 0 i0 r 750' VAIR ormIN w"mIRLM, in pod i h WRIER 1411LIAiIN MIRE VAIN IIff uglim It O 1001911113 IS iKRI)I REOVIRENENI IS U 19D Positive Not A roved x +1 ,0 psf O °° i A ° r I' . -76 Psf °°° MATERIALS LIST ° 0 IiEN id DESCRIPiION. PART NUMBER '. CUMMENTS W[K1D•HERD JAMB EW-12 11/4'x 4 L/16'NTL TO BE W OD �' � � COHPRESSION WEATHERSTRIP A f R N ° ° 0JMB EWiD 1 /a'x4 'Nr . r u °, 0 FIXED iHRESHOLO 1 iOP CHANNEL EW-05 81 11/16' INTERIOR79 5/16' ° EXTERIOR © sr KN 26 o,(.011 +,002-,000) 1IRIIIIDiGIBnHI , ° I MAX ° mayllA BASF FOAM ➢ENS11Y 2,0 IO 2.5 Lbs/ft' ° 80110M CHANNEL ° WOOD LOCK BLOCK EW-OB WOUD STRIKE STILE EW01 111/l6'X 15116'K 79 5116'NTL 10 BE W[)OD WOOD HINGE STILE EW 06 1—11/ilx 15116'X 19 5/16'HiL,i0 BE WOOD ,•a ° ® LUCK FILLER PLAiE EW 09 OSO iH1CK PLASTIC EW-15 .091 THiCK(STEEL) ,,,° ,,, i WOOD-HINGE JRMB11/4'x 19/16'NIL.TO BE V000 O YIO x 3/4' WORD SCREWS (4)SCREWS PER HINGE O 10 z 2'FJIW,S (2)SCREWS PER HiNGE p,�h11NE O III I' d VINlh�111 I Vi'OIiM R m xH9I HI;uU m xc4m a w OPPOVEDASC 1V014 ca yw PHI WI OW119110ml 1.25' Soo ji'mD © ' 1I0 x 3/4'F RWS. (2)SCREWS PER HINGE __TDATE% B 1 T 8 z 2 F,H.WS, 2)AT EACH STRIKE PLATE Paowctco 0 L(ICKSEI WIKSET BRAND 200 LOCK ����aIFlCE WOO , OADf COUNTY HDDIFICATIONS 61211W JD P BY WnnD BUCK IIDIIIS:DWE MID,fm ' aG N6 ' 040E COUNTY HOOIFICATIONS K JD fNNIG If +CRfSSlP!!fD,S10C�".la'S E!: D rnGl y'IJO�J1k1s) f�Vlli�i� Ni"SIE if N1 Y HE DOOR 910 x 11/4' MINIMUM EMBEBMENT OR —fif-RS, �q►�; SCALtt 3/16' PFH TAPCf1NS WITH ENTRY MIN,�IIE�Ifl 1 I 1/2MIN, EMBEBMENT (HP) SIZE fR 31 11 1 W11 (2) PER HEAD JAMB P�IiiI ,NS6616R �" SHEET R OF (a DOOR CONFIGURATIONS PlVIfD�ilfi►fR C 40.114,MAX 1•MAI /•MAX ,•wX ]•MAX T MAX /•WAX INTERIOR T wx NAY MAX MAX too*MAX I MAX-1 I I 71 1/+• J A•MAX l3•MAX MAX 37 1/2•MAX IS' � Z9.7M• t7 MAX ° MAX 35 Ira• 15, X 16 gp 11 MAX 2 2A t6 1/�• MAX O 15 x SHIN'MAX 2zx 6 12 t9 MAX :3• / A MAX r IS•MAX t•NAX A 9/I4• _N_16 • ] MAX �•MAX 3•MAx 1+' I Illax-1 H,1,,%,x-11 I I� WAX�i wX wX2 / 6•MAX 1 1r'�-'�•% t 3•MAx A•WAX 15'nA% A•MAx---1 L ]'HatW WAX 0.G / / MAX p SfC CLALING pCYAII 4'WAX Max t3'rwX v X _ I v+• EXTERIOR 17 IS•MAx O B4 It/l6" O.G MAX O 114, IS•MAX MAX SECTION A is.MAX + X MA; '—NAY 1 GLAZING DETAIL INSWING OTHER CONFIGURATIONS 6"MAX , LLL------ A. ]/+• 68 7/+• t/16• 5"MAX Ax MAX MAX E%ERINVILLI:LATE%CAULK EE MAX ,•MAx 1 - XEXTERIOR ESE 7 AL IIX LINIEL LKIZ NOIED,FRAC• DEC ANG EVRVSif➢li LATEST iplEd•Std C[41L U11 Al :.n=o%c+x:+rCv;h6vrrHTHE Eii lR REVSllf6 EENMI BT c A 1,ocvlc C Jo R Aooeo PAL[s«qp1 cyrlmrsr PARi INTERIOR Ararul AS t�rrgritr tr+f ler sullss Qurtx 400 SUNS Mlu raa,K:, AX :I.,:t;tires, 5° pg �8T L-11'01 NA 1r 1 :;.,,�:i�,-'t'. . SOU rl A 1 I E praausul[S wlii ii a Auo onca uwt msjQRAi ,•"r •L pA C JtJ l!J 4 1/2' AT '�'• U 1 n Itr_ PREMDUR ENTRY SYSTEMS 31-1()•20'-` •:rAurI GLASS T3Ir �9 I>�v TAE, PrtoOl r cam' ao1v1s0d 911E EFTERS@I SHEEP '5 []F..° t Paop + o�lvrl M R e I�Y Y M 31-1020-E�W-1 O.ILPw0000ECQ1APLIANCEVFFlCE PITiSM,a 66162 `'°ON ' 1/113' TERPEREO GLASS T 9UR•OIN0000ECOMPOAIICEOFFICE G SHEET 2 tlF 6 ACCEPTAIICI:M10 O{-07�V•/g ,. ia1, ES IF, f .. f ACCEPIAHCE NO. tfY(57x lLIRI C _ ._.� __�...,.....•� ---.�...._._._ ---- _ __� �_.. _msµ-- Mmeo Product Ratings Effectnvee March 39 2002 PRODUCT LINE RATING ns10 SM(in) 14140/50--SH +30 -35 53x78 " Standard single hung ►30 -35 36x96 N4014P/50HP—SH +50 -60 53x63 High performance single hung +50 -55 53x763/4 +35 -35 53x96 TW---SIS +50, -50 53.78 Tilt sash single hung t35 -35 53x96 TS—SH +50 -50 53x96 Tilt thermal break single hung MP—SH +70 -70 5303 Impact single hung RW HIS •+-35 -35 127x61 High performance horizontal slider RW XHP +55 -55 74x5 i Extra high performance horizontal slider +45 -45 l 72x63 M2/3/4/5 SGD x-35 -35 4068 panels Standard sliding glass door. +30 -30 3080 panels 2"Sill M2/3/4/5 PIP SGD +45 -45 4080 panels' High performance sliding glass door 2-1/2"Sill M2/3/4/5 XHP SGL -1-55 -55 50$0 panels Extra high performance sliding glass door 2-1/2" Sill Tr 5' wide panels not available in M3&5 Revised: 04/04/02 --�. \IIDTfl --HYA p71[RS AI IVIG--- R8 SCRELI IIIYTAL ATIPtI AI)CIfpR ••�•�• �' ��� • ' '"••' CAULK BCHIHD �„ _ _ 3 lrppp LUCk AIICHOR CPtILRC7E pR IIASGPIR'( VUtpgV F111 3/16' DIA, CONCRETE OPENING BY OTHERS 'HILI EIIBE➢HENTr CONCRETE OR MASONRY m•• �... ..Y - - - - - _ - CAULK BEHIIID WINDOW FIN SCREV I-t7B ANCHOR OPENIMG Sr DTHERS _ 11)) SHIN AS REG'p.AT EA.SET OF IIISTALLATHIII A1lCMURS USING LOAD BEARIt4 511NIS. MAX. -" SPACE• SHEATHING BY pi11ER5 CAULK BCT11E C U3 B BUCK SHII4 AS RE D, ALLGtlA94E SRIH S1AcK Yq SE l/;•.USC SHINS WHERE SPACE GREATCR T)rRll SUI BY FRTHERS b MASONRY OPf)l1NG BY OTHERS 116'IS PRESENT. BY pT11CR5 � 1_174. HIPo �� _ W/LOAB 7V0 BY VDgq� x) DOOR naTEAIaL.ALUIIIdU11 ALLOY Ln54. �BUCIf BY OTHERS •4•B• (7 YPJ•D�. BEARING SHII1 BUCK DY OTHERS 3) AIS SCRC11 UISTALLA7IQM ANCHORS 1NST BC bF SUFFICIENT LCUO)N Tb ACIIIGVE NUI,GIhC Oii[I IT EIIBEBIIEFIT I INSTALLATION AIICIIOR of h11B•Wfp TVO BI WORD BUCK.CBNCRE TE SCREV ANCHORS AT$ ILL RUST 1 DF SUFPICIEMT _ •� BIO SCREV YTYPJ gISTALLATIUH ANCHOR CAULK 8ET1/EEM FIASOI4RY L[)+GYN Tq A[ruEVC 1113 EHBEONENT OF 1-1/9•INitl uaSOHRY GR L'D)1CRETE. 010 SCREV<7YPJ OPENING THE 6 UppU BUCK 41 NAX ALLDLIM1BLE SPACING BEY1rCEH 010 SCRE11 ANCMaRS AND C@lCREIE SCREV AI(CIIOBS 10 pC 24• S)Ilt1 as REp'D. BY OTHERS b.C-{lax. V7 LOAD 5) USE LATEX CAULK OR EQUIVALENT POR PERINCTER SEaL pROuuO EXTERIOR OF GugR Br alit III b BEARING SHIM SLIDING GLASS \/tlW BUCK ANCHOR 6) IF EXACT ODOR SIZE IS NOT LISTED IN ANCHOR CIWRT,USC ANCHOR QUANTITY LISTEO vltll t1EXT 1/4'ICE DOOR FRAME ' 3716• DIA.CONCRETE LARGER SIZE,FOR THC APPROPRIAT[OCSIG,i PRESSURE RED, SPACE JM1ME SCRE1/ANCHOR BY OTHERS )) FOR POCKET•BOOR SIZES USE CLOSCSY 8Y PASS DOOR SITE 6 CgIVIGURATI[PI TO FllIILII OPEIOdG D) GLASS THICKNCSS IIAY VARY CC CDJCRE7E SCREV PLAIPEASREOUREN EATS In FAIDII OF)GF ASMI OCK 117 D GLASS CHARTS,IDIGLE GI.AZ1tiG _ n I/4•MAX. IS SHOT/N INSULATIN4 CLASS IS ALSO 011AONED. S111N SPACE 91 JAMB,SILL 0ORNLRS AND ALL ANCHORS THROUGH SILL ARE iq BE SEALED vlTu A s1uL Y 1-I/B'lIIN LEAH SEALER. L Jl11NT VL EMBEDMENT 101 ALL INSTALLATION ANCHORS Nu$T DE RAQE OP CQRROSIGtI RESISTANT IulTER1AL S, EXTERIOR a ,u NGT ALL CONFIGURATIONS L15TEG ABOVE ARE Silawtt Qtl THIS DRAVIt1G.HOWEVER INSIALLATIOII 1•MIN WEI BY E�.IE@ITI$, 2' tTYP,) SEG111B��,SLGIIDU#'2' tL Mall",SIRILMIALL APPLY TU HISYALLAIIQ)1➢F ALL CGIXIGURAYIONS. ENBE➢HEUT WOOD BUCK I2' MARX gE¢IHAR6A K 2 SLIDING GLASS DOOR I$ SHOWN. THIS PRINT ALSO APPLIES 10 PIARIC 7, FIN FRAME JAMB EXTERIOR FINISH BY OTHERS �y TEMPERED GLASS a 0r WIPERS CTYP.I EXT-FINISH J1R_ SECTION 2 BY OTHERS INSTALLATION ANClI[]R CHART -- PERyOT1R CAULK DY p70LRS PERIMETER CAULK 1-•l/4'MIN. PERINETCR CAULK BY OTHERS '°�MBEDMENT I11O SCREWS 1N 3/lb' DIA, CONCRETE II10 SCREWS EA. 6r onlERs CALL 1 RA14E MEAD SCRE1•/ IN FRAME SILL,JAND B, HdgIC S�'R1p_ u1MDOV SIZE' nSIZf LL CIN Ttl• 46 PSV 61 PSF UP TO A6 PSF 61 PSF UP TO •16 PSF 61 PSF HCiGHT VI lot/ _ E%T.FINISH iq TO TO Tp TO iq VIDT71 �- BY OTHERS SF 60 PSF 70 PSF q5 SF 60 p5F 70 PSF 15 PSF 60 pSF 70 PPSF I DOORSLIDF GLASS 5068 XO,O%.XX 60-11/16 K 00 3 3 3 3 9 3 3 6. DOOR FRAME "-)3---S.G.D.VID'IH--�- - - 1/4'MAX. 6060 xq,09,kX 72-11/16 n BO 4 4 fi 6 HEAD SHIN SPACE 8060 xp,OX,XX 96"11716 x 00 5 5 y 4 '1 4 3 eQ6 xp ox X G-1/ 8 6 5 5 5 3 6 SILO SIOtlL 0 0 o �� 7{ It 6 6 BY OTHERS - C N 9 bB tl%[7 7 ---b 6 —• ----_.._j)�. p 0 E6ItHJOt1 DOOR . (S��DXa XX 186--5.10 uuRO 9 v'-� l� 9�Oka 145-5,118 DO 7 9 10 7 0 9 3 66 66 24.O.C. HEIGHT I2g6B DXxq,XXxx 144-11716 n'80 7 9 e —� 6 3 6 MAX.LTYP,> / �F� 16068 DXxq, XXxx 19@-1V16 x 88 ID 13 IIQ 7S 9 1 e 3 6 6 f 0 D 20066 OXXO,xxxx 240-11/I6 x 80 13 17 19 11 14 12 3 3 6 6 TCIIPERED 5080 Xq,pX,XK b0-11/16 x 96 3 3 6 VIN➢au EQUALLY GLASS (TYP.) 1-118•)UN._ 6080 XD.Ox, Xx 72-11/16. 96 4 q � q �'�• 3 6 6 SPACE EMBEDMENT 11STALLAVON ANCHOR 8088 Xp,0%,XX 96-H71fi u 9G S g 4 6 6 6 HEIGHT AIICHORS MID SCREV 808 X 120- /16 u 96 6 y 6 S 5 5 6 6 6-- t7YP.> 90 0 Xp D 0 0-5/B' u-9 6 6 7 —6---•-6- 1 SPACE X VOOD FRAMECAULK E4)t 15080 120001 21 IU pX0 18XI 145-5/8 S B)X 96 p 13 Il 7 B 9 6 6 6 / HDDK STRIP 00 0 X . xX%X I ) 7 u 9� 7 cy 6---•--�+ 13—A—__._,},•. •�6 48 IIIS7ALLATIOl1 IBGBO Quo,XXXX 144-11/16 u 96 . 7 10 11 7 6 T-- 1�1 48 DXxq,xxxx I98-11716 x 96 11 I4 17 9 12 1.3 6 S g ANCHOR SCREV D _ u --�• TWq➢Y V005 2000p O%kq XX%X 800-11/16 R 7b 14 19 22 12 16 IB 6 6 6 -' FRAME BY OTHERS ••_,•_ TVq DY FRAMING D b P f <TYP.) � - •,� - _ G+• BY DIMERS SLIDING CLAS _ 1 Op[IR FItAHE �y_ S1L4 SLIDING GLASS •-� �� MON 1 6'HAX,tTYP ;//o J ➢ODI IIpgK 5TR(p T .USIIIIWJ ALLOY 6081. ��••`'/� nn J-11 SHEATHING 2 MUST BE OF SUFFICIENT LTH.TO r r In l.._V)`1TI\JN • e EIIBEpHEN7 - BY gT11ERS )r 1"INTO FRAMIR0 MEMBER, VIEWED FROM EXTERIOR 1-1/4'HIM, X IVa I ~�� 1 6"FROM CORNERS k 24-D.C. EXY.FINISH BY OTHERS OXO DOOR SH13WH EX1f131fI�ELE-VAT[gO • AT MEAD&JAMBS WMH DUD-514 A1ED EQL.APPLICATION OF DUO-SIL PERIMETER CAULK JOW1.1 TEMPERED&LASS IY DINERS •,�. •_. , ETYP.) IPLY WITH SEALANT IAA)IUFAC7UREfl'S SE) SILL IN BEP R SF-c ::::x:� xn. CAUUL BEHIND Fltl AT YIINODI'/54L. ~•••1•• --� -- •-•—••- 'ALEtIT FOR PERIMETER SEAL AROUND —•• �fP \1 /� E' IS DLD ICUICS ROAD OF COFICRE7E OR CAULK f�7]I' SI�INCOR LTD THERS. -f, J K 1 I y C O y �rlr�„J, JACKsD11VILtE•FLORIDA y2%5q INSIALLATION ANCHOR SLIDING GLASS :7,{ti7, .]ACKSONVILU'. FL4{�1DA OT LISTED UI ANCHOR CHART, USE j fY �� ._..�.._- 3/16' BIA, CIINCRETC DOOR FRAME / til\,.11. a mH tlfXf LARGER SIZE. ": v ~" =' nn`u IMSTALLATIODI DE7All_ 4/CJOD FRAME f1PEP1IMG SCREV ANCHOR<7YP.) JAHE y.. ' / YI7LC� w �w__� .......�.,- »-•�Ij'�r CHI4CRETE pk, IPrn SUDIrlG GLASS OOpR 41/T1/q BY VgElp BUCK qf< FRAPIF. MAY VARY PER TINE IS SH 'NN,TS FIN SINGLE HUNG 1 N01 N40/50 {L 1440/50HN L ti 815. SINGLE GLAZING IS SHOWN, = r = _ _ _ MASANRY OPENING /;'•' UpEP111JG OX / XR / OXCI / UxXO L XXxx INSTALLATION 10E1A11 GHALlFIEq. 0.151IECT. ' .�-..r-.` _W H�At'[i`•µ`�`""'p3!<p'1(Q;'�._ BY gTNERSIRCIHIERiBill n1trOG1•1LU'L1 /W- 7.� ..' • OISCIPLINC`MANUEL I;ARTIMCZ4 Fitt JAIR DO NDY REQUIRE MANUEL MARTIN W pj�,' ]am/"p'•"^^0• •1 7— 'El � �1191AT101ANCHORS ARE ONLY RED' CIVIL %!:c ' ,- W.T.S. 0' u •. !<.IAunb7 3 d - E 4X, XO, xX POOR 5PIgb/N EC.RCG 071 )� 82 •_ — REv,ulit� sI¢En moo, q%18O 1 hF 1 - - -- --_.-..�H.wv". -�_k.�.,,4�,��..��..a,P.�.,�..�.,}�.,�.�,m,-.•w �_ �a�� - -..-�-•'-..-_---�-�-- I nr 7.a GIRDER TRUSS OR SPECIAL REQUIREMENTS AT WINDOW/DOOR MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST REVISIONS BY 1 BEAM w/ STRAP OPENINGS, GIRDER TRUSSES, AND WIDE ROD GENERAL NOTES: SPACING PER SCHED. TOP PLATE w/ NUT AND WASHER. LEGEND: THREADED ROD SYMBOLS NUT AND WASHER 2 1 SPACING: The threaded rod anchoring system shall consist of A307 threaded rods (diameter per r BOTTOM OF THREADED ROD FASTENED PER ROD NOTES 3" MAX 1 To late splice shalll not occur between schedule 3 oriented vertical) and attached to the foundation and to the uppermost z TO LOWER LEVEL BEAM OR HEADER 7 r 3" MAX P P P �, Y PP I I I I I 1 ► I -`� the king studs and then first threaded rod plate at the locations indicated in these documents. Above top plate, provide a 3"x I I I I I I i I w/SIMPSON HTT22 PLACED UPSIDE 5 3 x /4 thick steel washer. Fasten with a nut and allow at least 3 threads to extend iHEARIWALIL i SHEIARWA,LL I I anchor. 1 SEE RLAN SE PLAN I I DOWN' WALL STUDS & 20 Provide full sheathing above windows, and above tightened nut. t This system eliminates the conventional strapping requirements THREADED ROD I I R SPACING 6 g ( Yp ) Y PP g q TERMINATES AT I I I I I I I I I X TOP OF THREADED ROD TERMINATES AT SHEATHING PER POST BELOW nail w/ 8d Ca7 3 OC edge & field. of wood framed construction (i.e. stud-to- late ties, bottom late to foundation ties, /� P R SCHED 4 ( ' P p INTERMEDIATE - 1 I I I I I I ► I UPPERMOST TOP PLATE, SCHED. 2, 5 & 6. O3 For rods specified on plan adjacent to wall I I I I � GIRDER, SEE floor-to-floor straps, and header to jack stud straps) unless otherwise noted in these I I I I �- PLAN openings, locate rod within 3 of the king documents. LEVEL w NUT THREADED ROD stud. AND WASHER. I I I I I -I-� I I I TOP OF THREADED ROD TERMINATES AT O •� /FRAMING OPENNG 0 - L { L------L INTERMEDIATE LEVEL.ROD INSTALLATION: I ISYSTEM PER ROD4 Provide an additional row of 8d nails � 6" � �• � I �-_i----- I —�I-�- At all plate penetrations, provide a hole in the plate / larger than the diameter of the I I I I I I �� •r F P► NOTES AND PLAN • o,c. Into one of the king studs adjacent to _ 1-__ �-71� __L______J____I_-- �______� a g '; PP SEE SCHED. 2 threaded rod used, While single continuous rods are preferred, couplers (Simpson CNW or FLOOR ► rf�fvl r II I I I �� I I '`' o all openings (In addition to other nailing 1 I I 1 1 DE("> t, r " --- equal) may be used in cases where one continuous rod is unfeasible. The rod shall be FRAMING I I I I I I I I I I QUICK--TIE (TM) PRETENSIONING �'. � � � rn1�.4 04�,. SILL ANCHOR INFILL ROUGH OPENING specified in schedules 3 or 4), i I I I I _ JJJ installed approximately centered in hole. Rods may be slanted from true vertical by a I I I I I STRETCH TABLE r ; BETWEEN RODS PER SEE ARCH. 5 Where rod is s ecified on Ian adjacent to I I I I I r � - 0 P P 1 maximum of 2 Inches In 10 feet to avoid conflicts with floor and wall framing• The nut i I I HEADER, I I ,� P " c d I I I I a . SCHEDULE 3• girder truss or beam, locate rod within 3 of above the uppermost late shall be secured over the washer to a snug-tight condition 1 HEA WAI I I S EARWALL PRE-STRETCH LENGTH STRETCH REQUIRED TO g PP PI SEE PLAN M I ? ►, .. ® post. I I SEE IPLA l I I I SEE PLAN I OF WIRE ROPE (Lc) PRETENSION WIRE ROPE plus one-half turn of a standard wrench (approximately 25 ft.-Ibs. of torque). I � �� (Distance from slab to top o; 1/4" QT 3/8" QT © At openings greater then 4'-0", attach dbl. EPDXY ANCHORING: I 1 I I r I I uppermost late of wire roper ROD EMBEDMENT -�- FOUNDATION top plate to header w//SPH4/6 @ 32 o.c. If All threaded rods shall be drilled & epoxy anchored with Simpson 'SET' High Strength j I I i I i 1 1 1 1 3 5 DEPTH PER �-- SEE PLAN cripple studs are used attach SPH4 6 to p Y P g g I l I l I 97 /4 /$ f' ROD NOTES PP / Epoxy or approved equal, �� Provide a minimum edge distance (measured from centerline of FOUNDATION 109" '/8" 3/a' cripples & attach cripple to header w/H3. rod to edge of slab) of 2 for 2x4 framing and 3 In 2x6 framing. (See 8/S-2 for FASTEN THREADED ROD TO ADDITIONAL ANCHOR Q7 When rod spacing exceeds 6'-0", provide 1 FOUNDATION PER 1/S-3. NOT SHOWN BOLTS PER SCHED. 3 121" 1" 7/8" typical anchor installation & embedment of /, "o rods) „ an additional rod of 8d NAILS � 6 O.C. into 145" 11/811 1 dbl. ictop n plate. Stagger this nailing with 2 THREADED ROD GENERAL NOTESrT-� ANCHORING SYSTEM SYMBOL DEFINITIONS 210" 1Y"', 1 V2" THREADED ROD ANCHORING SYSTEM245" 2" 1 /8 r- 5-3 SCALE: N.T.S. S-3 SCALE: NTS S-3 SCALE: NTS 260" z'/e" 13/,," � � N •^ C] CO _ N n DBL. TOP PLATE, SEE NOTE 6 OF HEAD AND SILL FRAMING & FASTENING SCHEDULE _ 4" - 1 '/4" 2x6 2x_ SYP.#2 DBL. TOP 4'-0" MIN. AT EXTERIOR WALLS, FASTEN O w �, 71) LO SEE SCHEDULE 2, 1 - 1 WALL SHEATHING TO DBL. U — t" � - 1/S-3 FOR SPH4/6 ROD NUT MAX 1 / © 2x8 1 / PLATE. FASTEN TOGETfHER O > ROUGH MIN. HEAD OR MINIMUM HEADER, PER O L STRAP FROM GARAGE REQUIREMENTS. & WASHER z w 10d COMMON NAILS � TOP PLATE w/ 8d C� 3" O.C. � Q OPENING SILL PLATES FASTENER E.E. SCHEDULE 2 OPE INC / ° ° ° ° ° ° ° ° ° p � PER NOTESX ° STAGGARD INTO BOTH PLATES "' +- 0 � � o DOOR HEADER TO JACK 4-12d ° 16" O.C. PROVIDE 3- 10d Q U o a STUDS, SEE SCHED 3. GARAGE HEADER, 4'-4" (1)2x4 SPF #2 TOE NAILS ( - - _ WITHIN 24 OF ANY SPLICE. 0 � oo Q SEE SCHEDULE 2. 6'-4" 2 2x4 SPF 2 (1)A34+ 2-12d KING & JACK END FASTENER FASTEN CORNER x = ao :N co > COMMON NAILS EA. SIDE ( ) °� N O # TOE NAILS •• ~ OF SPLICE TYPICAL TYPICAL 0 q 4 STUDS PER POST TOGETHER ¢ ¢ X ° NAIL FROM ( ) O -5: N THREADED ROD, 8'-4" (3)2x4 SYP #2 (1)A34+ TOE NAdIL5 SCHED. 2, w/12d COMMON N OTHER SIDE N 24 MAX. EXT. WALL O) O) 0, SEE SCHEDULE 4, OF 2nd PLY. - 6 MAX. INT. WALL ADD SIMPSON PA51 STRAP WHEN GARAGE WING 6-12d -+- � WALL C 3'-6" EMBEDDED IN CONIC. FILLED 12'—a (3).x6 LVL (2)A35+ 6-12d NAILS 2x8 SPF T&B (2)12d 6 O.C. O0 CL STEM WALL, FASTEN TO KINGS w/ 18-16d NAILS. SEE BELOWINT WODSTORY CLEAX GIRTS RUHEIGHIRED T EWALLS.TWEEN WINDOWS w 12d Q - HEAD OR TOE NAILS (STAGGERED). X 8 DBL TOP PLATE SPLICE DETAIL N 3-2x_ STUDS (SEE DETAIL BELOW ,t SILL PLATES E.E. (MIN) CORNER POST D (6)12d TOE NAILS TOP 8 O.C. SEE SCHEDULE ) X c ° O O AT CORNER. & BOT. TYP S-3 SCALE: 3/4 = 1 '-0" U ADDED PA51 STRAP KING & ( ) CROUCH OPN'G, SEE ARCH. EMBEDDED IN CONC. JACKS a w = SHEATHING r- DBL STUD @ END OF SHEARWALL PT. SYP#2 SILL PLATE, SEES CONCRETE SLAB, FILLED STEM WALL III 6 w v CONT, AT HEAD & SILL OR GIRDER TRUSS. SEE DETAIL # SEE PLAN. PER SCHED. � rn � 2x6 4r Zx$ 2X4 IF NO THREADED ROD OR ANCHOR SCHEDULE 3, WHEN GARAGE WING OR PLAN ¢ GIRT/VERT FRAMING IN St 7/S-3 FOR NAILING PATTERN. BOLT 15 LOCATED A�5 SHOWN PROVIDE SILL PLATE WALL IS C 3'-6". N JOINT. NAILING PATTERN NAILING PATTERN LTP4 ON INSIDE FACE. OR 2nd FLOOR OF A 1/2 "0 EXPANSION BOLT (w/ 5'/42x SPF " -- 33/4" TO 5'/4 " BOX BEAM BETWEEN WINDOWS 2x SPF TO FT ARCHED SINGLE STORY WALLX EMBEDMENT) w/ 11/2 " PLATE WASHER. aid r iN 11 THICKENED SLAB N TWO STORY FRAMING DEPTH REQ'D. ADD 3rd p Ln EDGE 0 GARAGE I I 5 HEADER ABOVE HEAD �c SILL FRAMING –�- 4.� 8,. (2)2x_ L2x_ �1 -0 6 16 MIN. EMBED. MAX MAX. MIN, BUTT JOINT OF PA51 IN CONC. OPENING, PROVIDE AT A DISTANCE OF NO LESS FILLED STEMWALL. PA51 IN STEMWALL S-3 SCALE: 3/4" = 1'-0" STRAIGHT —`I—{--- (2)2x— THAN 6" AND NO MORE THAN 12" FROM DBL ROD ALL BUTT JOINTS IN THE SILL PLATE. 4 GARAGE WING WALL ELEVATION ROD, NUT HEADER, PER 6 INSTALLATION 7 BUILT— UP MEMBER SILL. PLATE BUTT JOINT DETAIL S-3 SCALE: 1/2" = 1 '-0" STEMWALL SHOWN, MONOLITHIC & WASHER SCHEDULE 2 OPE IN S-3 SCALE: N.T.S. S-3 SCALE: N.T.S. S-3 SCALE: 3/4" = 1 '-0" SLAB FOOTING SIMILAR. PER NOTES GI11 RT & FA TEN RS ROOF PECK, SEE - Q KING & JACK P R 5/S-3 2x SPF BLOCKING � STUDS PER -) 2x_ SYP#2 CONT. FLOOR DECK, SEE FLOOR DECK, SEE SCHEDULE 5. RIPPED TO FIT SCHED. 2. = ATTACH TO DBL 10d� 4" O.C. SCHEDULE 6. SCHEDULE 6, WITH GAP SHOWN TOP PLATE AND 12 PRE-ENGINEERED WOOD FASTEN OSB TO NAILER ATTACH SW SHEATHING TO 2x SPF DIAGONAL �, ADJACENT TRUSS. BLOCK ALL TRUSS w/ 10d - /16 OSB DIA. FASTEN ROOF TRUSSES (7 24 O.C,, w 1 ROW 1O © 4 O.C. '- %'��/'�%%'��'' ''''' TO TOP PLATE w/ (2) SEE SEE LEFT BLOCKING FASTENED /O PANEL EDGES. NAILING TO @ 3' O.C. EDGE ARCH DESIGNED BY OTHERS TYPICAL _ FOR INFO. /( ) MATCH SHEARWALL. / w 2 12d E.E. ( ) HURRICANE CLIPS PER NOT SHOWN � OF 2x MAY ;\` `%/' ` � ,�/ ;; ROWS 10d 4 O.C• & OVERHANG DBL. jam,/�� ,/;� 2x4 NAILER w/ (1) NOTE: TRIM WALL SHEATHING TO MATCH " ;% /�,/i,;; UPLIFT CONNECTOR 7/16 OSB DIAPHRAGM TOP PLATE. . .� /�,�� - TRU TRUSSES WITH RADIUS WINDOW FRAME BY t 1/2" PRE-ENG. WOOD / ROW 10d © 4 O.C. SCHEDULE 3 „ - FASTENED TO TOP PLATE (TYPICAL) - ROOF TRUSS BOT. 11 /4 ,; ,:: HEEL C 1 —O l ROUGH OPN'G, SEE ARCH. w/(2) ROWS 10d 4" O.C. CHORD MAX. FLOOR FRAMING T@R PLATE EL IF SHEARWALL IS DBL TOP SEE ARCH 11 R AD U I S WINDOW FRAMING x4 NAI FASTENED INTERIOR SHEARWALL, ABENEEADTHDIFLOORY 0 � PLATE SYP#2, S-3 SCALE: 3/4" = 1 '-O" SYP#2 2 LER FAS E ED FASTEN TOP PLATES SEE SCHEDULE. TRUSS, OMIT HORIZ. C) D MATCH STUD WIDTH. WALL STUDS TO TRUSS BOT. CHORD w/(2) ROWS 10d � 4" O.C. TOGETHER w/ 2 ROWS INTERIOR Z � OSB & EXTEND WALL Q 0 CLIP FROM DBL TOP \- & SHEATHING, '/z" ANCHOR 24" MAX. CORNER FRAMING, (TYP BOX COLUMN ALTERNATE OF (4)10d BETWEEN /16 " OSB (ON ONE SIDE) BLOCKING PANEL SHEATHING TO TOP (Y W SEE SCHED. ) EACH STUD. SHEARWALL, BETWEEN FLOOR TRUSSES (2x4 SPF ALL FLANGE OF FLOOR ~ PLATE TO STUD, SEE 2 & 6 NON-STRUCTURAL, BOLT w/ 1 /Z 0 `I HOLDDOWN: INTERIOR SHEARWALL, SEEIL SEE SCHED• 5 SHEATH PER SCHED. 3 w ON SIDE OF COLUMN WHERE SCHED. 5 FOR NAILING. AROUND). ATTACH TO DOUBLE TOP PLATE TRUSS. W UPLIFT CONNECTOR SOFFIT SEE ARCH, WASHER CTR'D / FOR NAILING. Q Q SCHEDULE 3, OR O 8d COMMONS 0 3" O.C. HEADER BEAMS ARE w/5-16d NAILS BETWEEN EA. FLOOR TRUSS. W J 0 THREADED ROD PER ON EA. SIDE, AT ALL PANEL EDGES. SITUATED ABOVE ATTACH OMIT AT THREADED SCHEDULE 4 OR EXTEND SHEATHING 4" MIN. EMBED. ALTERNATE A ALTERNATE B PERPENDICULAR PARALLEL CJ ROD SYSTEM. OMIT WHEN USING VERTICALLY TO TOP ° (D :/— MIN. (2) STUDS UNDER THE SILL PLATE TO SLAB w CONVENTIONAL OF TRUSS AS SHOWN. SYP#2 PT BEAM, UON, ATTACH w/(1)'/2 x 6" EPDXY EITHER ALTERNATE MAY BE USED, EXCEPT AT SW--2. AT SW-2, USE TO FLOOR FRAIM I N G TO FLOOR FRAMING W C) z STRAPPING. PROVIDE 2x4 BLOCKING BOTTOM PLATE BEAM TO BUILT-UP ANCHOR WITH 3" SQUARE ALTERNATE A AND REDUCE TYPICAL 4" NAIL SPACING TO 2" O.C. AT HORIZONTAL JOINTS. POST w/(2)HTS20. STEEL WASHER. ATTACH r137� INT- SHEARWALL A T ROOF 14 INT. SHEARWALL A T FLOOR = � 10 ROOF- TRUSS CONNECTION TRUSSES WITHr12� 130XED CORNER I�TUDSHTO BOTTOM � < COLUMN AT PORCH PLATE WITH (1) 2.5A CL � '—O„ AND TO HEADER ABOVE �-3 SCALE: 3/4" = 1'--0" S--"3 SCALE: 3/4" = 1'-O" � LL- S-3 SCALE: N.T.S. HEEL � S-3 SCALE: 3/4" - 1'---0" WITH (1 )MSTA24 STRAP. HURRICANE CLIP WALL STUD ROOF, SHEATHING, H3 HURRICANE CLIP CCS EA. PLYWOOD OR OSB SHEATHING, PER SCHEDULE 5 PROVIDE BLOCKIrVG FOR OUTLOOKER TO TRUSS. BOUNDARY OF SEE SCHEDULE 6. STRAP FROM 2ND FLOOR ROOF DECK @ RIIDGE. SEE SCHEDULE 6. 2x4 SYP#2 OUTLOOKERS SHEATHING SFE DETAILS SYP#2 LEDGER 1 , 2 3, 5, STUDS TO 1ST FLOOR ATTACH TO STUDS 4-12d O 24" O.C. EXAMPLE OF PANEL 6, & 8 OF STUDS SEE UPLIFT CONNECTOR SCHEDULE 3. @ 16" O,C. w/12d TOE NAILS - EDGE w/ BLOCKING CONVENTIONAL ROOF FRAMING SCHEDULE THIS SHEET I COMMON WIRE NAILS I I TYP. I PROVIDE 2x4 SYP#2 UPRIGHT WHERE REQUIRED BY . FOR MISC. I OMIT © THREADED ROD ROOF RAFTER MAXIMUM SPAN UPLIFT CONNECTOR ANCHOR SYSTEM PER SCHEDULE FROM TOP TO BOT. CHORD OF SCHEDULE 5 & 6. V) DETAIL. I BELOW. I I I I I TRUSS @ EA. X-BRACE (IF (SYP #2) @24" O,C 016" O.C. DBL TOP PLATE PRE—ENG TRUSS FIN FLOOR EL I I _� VERTICAL IS NOT PRESENT) 2 x 6 9'-6" 11'-6" 1 H3 � 4-12d 1 A35 OR 4-12d Nl _ ROOF TRUSS 3--16d © /•� I X-BRACE SPACING SCHEMATIC O OR TOENAIL$ 12d ( ) OR o 8 NAIL 2d NOTE A 2 x 8 13'-0" 15)-0002 H3 2 A35 I SEE ARCH PLANS EA. VERT. � - NOTE A: NAIL SPACING ATO TOE NAIL ( ) TOE NAIL WHERE A LEDGER IS INDICATED ON PLAN 2X4 SYP#2 _—r ADDITIONAL BRACES SUPPORTED EDGES, (TYP.) I As CEO., EOUALLY 2 x 10 16'-6" 19'-"-0" (1) MTS12 (2) A35 AND NO TRUSSES BEAR AT THAT LOCATION, X---BRACE. I — SPACED wM SPACING SEE SCHEDULE 5 & 6. 2 x 12 19'-0" 2,3'-0" 2 MTS12 2) A35 I _ I THE LEDGER IS BEING USED TO ATTACH THE or 5'-a' MAX. ► DOUBLE TOP PLATE ADJACENT ROOF DECK. USE A 2x6 LEDGER EXAMPLE OF UNSUPPORTED O SYP #2, MATCH PER SCHEDULE BELOW. ATTACH ROOF DECK I I DATE a [1 - STUD WIDTH, PER SCHEDULE 6. 16d�4" C. FROM I '-r7tW/�2 W (UNBLOCKED) PANEL EDGE. NOTE: _ I LATER I BRACE (TYPICAL) USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE—ENCINEERED WOOD ROOF I WALL STUDS & SHEATHING, VERTICAL ��� 16d TOE NAILS @ 8" O.C. TRUSSES, AT CONVENTIONAL FRAMING LOCATED OVER ROOF TRUSSES, SEE DETAIL DESIGN/DRAWN SEE SCHEDULES 2, 5 & 6, REACTION LEDGER SIZE & NAILING I TO BLO BELOW. I FROM BOT CHORD OF TRUSS BELOW FOR REQUIRED LEDGER BOARD AND ATTACHMENT. WHEN USING TWO H3 CLIPS LAP/MRG I THREADED ROD PER 0--775 2x6 w/(5) NAILS @ EACH STUD 2-16d - TO DBL. TOP PLATE 16d @ NAILING TO ON 1 '/ " WIDE LUMBER PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA, CHECKED 776-1250 2x8 w 8 NAILS Q EACH STUD EA. END INTERMEDIATE OTHER. WHEN USING TWO A35 CLIPS ON 1'/ " WIDE LUMBER STAGGER CLIPS LAP SCHEDULE 6 STOPS /( ) " STUDS, ROOF 2 I 2x4x8 SYP#2 LATERAL 8 O.C. # SUPPORT IS 6 VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL BE STRAPPED TO SHEET I & FOUNDATION OR OMIT 1251 -1850 2x12 w/(12) NAILS � EACH STUD BRACE � 48'" O.C. w 2x4 SYP#2 STAG. TRUSSES, OR WHEN USING CONVENTIONAL / BLOCKING O.C. MAX. LION FLOOR JOISTS. NEAREST ADJACENT TRUSS. STRAPPING, LEDGER CONNECTION SCHEDULE 3-16d INTO EA. TRUSS. (a) 24" O.C. K15 FLOOR SECTION 16 WALL LEDGER 17 GABLE END BRACING 2x4 SYP#2 18 SHEATHING NAILING DETAILK19 CONVENTIONAL ROOF FRAMING SCHEDULE » BLOCKING AS SIMPSON ,, S-3 SCALE: 3/4 = l'-O" �-3 SCALE: N.T.S. S-3 SCALE: N.T.S. (PLATFORM FRAMING) LTP4 @ S-3 SCALE: 3/4 = l '-O" S-3 SCALE: 3/4 = 1 0 CEILING NAILER 24" O.C. a )Akt WAIL STUDS AND SHEATHING, UPLIFT CONNECTOR AT TOP AND BOTTOM PROVIDE ANCHORS PER BOXED COLUMN, g"a` N Structural Notes: QUICK-TIE (ALTERNATE) REVISIONS BY SEE SCHEDULES 2, 5 & 6. SCHED. 3 ON S-1 0 FND - SEE 1 2 d = 1• Design in accordance with requirements of the Florida As an alternate to the threaded rod anchors OF STUDS, SEE SCHEDULE 3. OMIT C� /S-3. F- g AT BOX FRAME THAT IS E'1 C) -, Building Code 2001. specified within these documents, the contractor SILL PLATE CONNECTION, THREADED ROD ANCHOR SYSTEM UPLIFT CONNECTOR AT TOP AND BOTTOM _ w I Dead loads: (actual) Live loads: (uniform) may choose to install Quick Tie TM wire Rope STRAPPED TO BEAM ABOVE. y ( ) p SEE SCHEDULE 3 ON S--1 OF STUDS SEE SCHEDULE 3. OMIT `1 I Floor 13.5 psf Floor 40.0 psf 1 #5 CONTINUOUS, PROVIDE .... U m (QT) as fabricated by Quick-Tie Products, Inc. AND DETAIL 8/S-2. WALL STUDS AND SHEATHING, i' '1 _ Roof 13.5 psf Roof 16.0 psf (T.C.L.L.) CORNER BARS TYPICAL i THREADED ROD ANCHOR SYSTEM z Q 1/2" rods shall be replaced with '/4" QT & 5/a" (TYPICAL) SEE SCHEDULES 2, 5 AND 6. •""i 1#5 CONTINUOUS, PROVIDE 8„ / (see paragraph 6 below for reduction tionic 0 ofploasf dBcomb)) rods shall be replaced with 3/e" QT, U.O.N. a AT WALLS 4'-0" HIGH, SILL PLATE CONNECTION, CORNER BARS (TYPICAL) - DETAIL AA �y Quick-Tie (TM) products shall be installed by a PROVIDE TEMPORARY SLAB ON GRADE, SEE SCHEDULE 3 ON S-1 / / ,. /' 2. Deflection criteria: s „ BRACING UNTIL 7 DAYS ° SEE PLAN. CONT. BRICK LEDGE ' AND DETAIL 8/S-2. _ 4 - SLAB ON GRADE, Roof framing live load L/240 total load L/180 factory trained and licenced installer. /4' & /e I U / / QT's shall have minimum allowable capacities of ' AFTER SLAB IS POURED. ,� / AT BRICK ONLY ' EXTERIOR GRADE 0- � / /\ SEE PLAN. Floor framing live load L/480 total load L/360 2850/ and 6540#. respectively. QT wire roe r- ,• ...• SEE GENERAL STRUCTURAL \� \� ( ) � � �' # p °° / , , 4 - SLAB ON GRADE, OR SLAB ON GRADE, ¢ L `/\�8" THICKENED SLAB UNLESS 3. Lateral loads: shall be pretensioned to eliminte the i / / � � ° � / 4 / bi ( constructional strecth inherent to all helical) laid NOTES 11 , 12 & 13 , , o � �� / / SEE PLAN, SEE PLAN AND ARCH. Wind design per FBC 2001, section 1606.2 y- .• '. /r� Q \ / I 4 ��� �� w �/ INDICATED AS A LARGER FOOTING See sheet S--1 for Lateral Load specs. wires and strands. The pretensioning forces =-�,� • ��. U . required at installaian shall equal the above listed (} �- ,,� 8 CMU STEMWALL w 4 �-...1 \\ - ON PLAN), SHALL BE MIN. 4" q q p 0 48 O.C. VERT. REINF. z / J 1 �� \� • �/� 4. Reinforced Concrete: f'c = 2500 psi allowable ca acites. See 3 S-3 for `y N / I a / WIDER THAN WIDTH OF BOX P P / pretensioning CENTERED IN WALL GROUT y 1 �/ °, 4/ /�� Design as per ACI 318 latest edition strech table. 4- � ►- '= ALL CELLS SOLID. FIELD COLUMN, SEE DETAIL AA ABOVE. Required compressive strengths: All Concrete (u.n.o.) DEC 04 yK 00 / Y BEND INTO SLAB. `� /I , '° �' 8" CMU STEMWALL w/ #4 0 48" Unless otherwise shown on drawings, minimum concrete cover for reinforcing shall be 3" in footings and mesh '/ �. 5 3 ar�`'I• \'\ 4 d ° ' \ shall be centered in slab on rade. In all continuous footing provide 3 0 48" oc or rod chairs . Provide �� •�"►'�*•"' � 4 ° Q ALT. FOOTING AT / / Q 9 g P # o 4 2-#5 CO T. _ O.C. VERT. REINF. CENT'D IN continuity of reinforcing at intersections of perpendicular concrete elements by installing corner bars, minimum BUILDERS DISCRETION, o \ " • �\� of 40 bar diameters into each element, All reinforcing steel shall be laced in accordance with the #4 DOWEL TO MATCH (3-#5 CONT, Cv7 BRICK LED E) 3 �\ \�/ WALL GROUT ALL CELLS SOLID. g p typical bend 'l++;..; •"1ti""` • „ „ �. , • diagrams and placing details of ACI standards and specifications. All reinforcing steel shall be held securely in WALL REINFORCING. 6 12 1 -STORY FIELD BEND INTO SLAB• position with standard accessories during placing of concrete. Splices in reinforcing, where permitted, shall be 16" 2-STORY 40 bar diameters. Reinforcingsteel - ASTM A615 rade 40, welded wire fabric - ASTM A185. 3" CLEA -� " CONTINUOUS CONCRETE \� \,�\/� \ #4 DOWEL TO MATCH WALL REINF. g (Design Maximum): 250p psf 20 FOOTING w 2-#5 CONT. 20 5. Foundation: Soil bearin ) / # CONT. CONIC. FOOTING W 2- 5 CONT. If the ftg. elevations shown occur in a disturbed or unstable soil, the engineer shall be notified. (TYP.) 3 CLEAR (TYP.) / # 6. Pre-Engineered wood roof and floor trusses: Design of all pre-engineered wood trusses shall bear the seal of 1 STEM WALL & F 0 0 TI N G 1 M MONOLITHIC EDGE FOOTING r2_� STEM WALL w/ THICKENED FOOTING an engineer in the State of Florida. All trusses shall hove temporary bracing per "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB-91." for their i S 2 SCALE: 3/4" = 1 '-0" SIM. AT PORCH EDGES w o WALL S-2 SCALE: 3 4" = 1'-0" 5 2 SCALE: 3 4" = 1'-0" bracing requirements, notify engineer. Provide permanent bracing per truss mfr. Shop drawings. The contractor U q) / ( / ) / / (SIM. w/ POST INSTEAD OF BOX COLUMN) shall provide 1x4 SYP#3 or better bottom chord bracing perpendicular to truss bottom chords and attached to each truss with 2-8d' common nails. At end walls provide diagonals (approximately 45%) to the adjacent - exterior perpendicular wall and between each line of bracing to form a zigzag pattern all constructed of the Q WALL STUDS AND SHEATHING, some bracing materiall. Also along exterior walls parallel to bottom chard bracing provide diagonals in the end U} N WALL STUDS AND SHEATHING, space between the wall and the first line of bottom chord bracing at ❑ maximum spacing of 20 feet. For wind C M LO SEE SCHEDULES 2, 5 & 6. u lift trusses shall be desi designed w a min. dead load condition of 5 p p W () a, SEE SCHEDULES 2 5 & 6. P 9 / psf to chard & 5 psf bottom chord. •U UPLIFT CONNECTOR AT TOP Reactions calculated ffor the bearing points of roof trusses shall be reduced in accordance w/ FBC Section O � O SILL PLATE CONNECTION, AND BOTTOM OF STUDS, SEE UPLIFT CONNECTOR AT TOP AND BOTTOM 1609.4.3. Specifically, attic floor live loads combined w/ roof live load shall be multiplied by 0.75 when V) ¢ x WOOD PANEL SHEATHING IF SILL PLATE CONNECTION combined w dead load. See FBC 1609.4.3 for all req'd. Truss engineer shall be responsible for all truss-- V' CO SEE SCHEDULE 3 ON S-1 / g o SHEARWALL, SEE PLAN AND INTERIOR STUD BEARING SCHEDULE 3. OMIT 0 THREADED SEE SCHEDULE 3 ON S--1 OF STUDS, SEE SCHEDULE 3. OMIT 0 to-truss calculations & connections. (unless a special conn.r design is req'd that is not available from vendors) Q U O 0 � CO SCHEDULE 4. _ WALL, SEE SCHEDULE 2. AND DETAIL 8/S-2. ROD ANCHOR SYSTEM AND DETAIL 8/S-2. THREADED ROD ANCHOR SYSTEM o6 L � o 7. Wood Shearwalls: Sheothing for shearwall shall be as indicated on Schedule 5 and holddown as indicated -�- "° a` U UPLIFT CONNECTOR AT TOP 8" CMU STEMWALL w/ #4 on Schedule 6. Sw PERF Indicates a O O �' 4 SILL PLATE CONNECTION, 1#4 CONTINUOUS, PROVIDE # (PERF) perforated shearwall segment per building code section 2313.2.2. C7 � • � AND BOTTOM OF STUDS, SEE @ 48" O,C. VERT. REINF. This SW type is designed as one long wall segment including the windows/door openings with a holddown cy SEE SCHEDULE 3 ON S=1 CORNER BARS 3 EA. SIDE required only at the extreme end. =+= 0 SCHEDULE 3. OMIT © THREADED r, a CENTERED IN WALL GROUT y ii SLAB ON GRADE, OF RECESS. (TYPICAL) O -- ROD ANCHOR SYSTEM AND DETAIL 8/S-2. ALL CELLS SOLID. FIELD X / -� /d 8. Reinforced Masonry: Design per ACI 530 current edition required compressive strengths: V BEND INTO BOND BEAM. . \ SEE PLAN. 51/z„�, _ tL Masonry walls and coliumns f'm = 1500 psi ° 4 a SLAB ON GRADE, ° \%�\\ SLAB ON GRADE, Reinforcing steel - ASTM A615 grade 40 O O °0/ SEE PLAN, `� ° \/ � ` SEE PLAN. All concrete masonry units shall be composed of ASTM C90,E grade N--1 hollow cont. masonry units w/ a ° \ type 'S' mortar. Wall (coursing shall be running bond, stack bond shall not be used. Grout all cells containing i �� z �� 4 � o z - . 4Ki'l - . vertical reinforcement with 3000 psi pea rock cont. grout. Splices in reinforcing, where permitted, shall be � 8 x 8 BOND BEAM N _ � ' ° 48 bar diameters all (cells below finished grade shall be grouted solid. All exterior walls shall be reinforced full height with: #!4 O 4'-0" o.c. max. w/ 1-f�5 CONT. PROVIDE ° / . - #4 at each corner, wall ends, & wall intersections 1 - „~ CORNER BARS (TYPICAL) STORY 16 0 \ .4 At stemwalls contruct,ed of 5 or more courses, provide horizontal joint reinforcement at 16" o.c. vertically, c- a ALT, FOOTING AT (every other course) unless noted otherwise. Lap joint reinforcing 6" minimum. 2-STORY 20" 2-#5 CONT. \ .� 2-#5 CONT. " BUILDERS DISCREATION, 3 1-STORY 12" 9, Timber: Wood framing shall be in accordance with chapter 23 of the Florida Building Code, unless otherwise CONTINUOUS CONCRETE noted herein. PT lumber indicated in sections and plans indicate a preservative treated lumber. Such lumber �~ FOOTING w 2-- 5 GOVT. 2-STORY 16" shall be preserved with Sodium Borate (DOT-Disodium Octaborate Tetrohydrate). If however, ACID or Non-DOT 3" CLEAR 20 / # SEE 1M/S-2 FOR BRICK Borate preservative treatment is used, all attached fasteners shall be Hot Dipped Galvanized. If ACZA (TYP,) LEDGE AT BRICK ONLY, preservative is used, all attached fasteners shall be Stainless Steel. 3 BEARING A T INTERIOR 4 STEM WALL A T GARAGE CURB A T GARAGE 1 Fasteners & Epoxy: 11 Embedment o expansion softs shall be 31/4" minimum e concrete & ent in grouted 4M masonry. Epoxy shall be 'SET epoxy-tie adhesive' by Simpson or approved equal, embedment of rads or rebar dowels shall be 12 bar diameter minimum, uon. Holes shall be 1/4" larger than rebar size & S-2 SCALE: 3/4" = 1'-0" 8-2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4" = 1'-Q" larger than threaded Trod size. 11. Anchor bolts embedded in concrete shall conform to ASTM A307 w/ 3" hooks x specified length. Bolts --- shall be cleaned with a solvent such that they are free of any oily residue. WALL STUDS SLAB ON GRADE, SLAB ON GRADE, 12• Bracing: Provide all temporary bracing, shoring,1 5 CONT. g� P Y 9. g guying or other means to support structural elements in UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE & SHEATHING, # SEE PLAN. 1#5 CONT. SEE PLAN, place during construction. WALL STUDS AND SCHEDULE 3. OMIT ® THREADED ROD ANCHOR SYSTEM SEE SCHEDULES UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE SHEATHING, SEE 2, 5 & 6. SCHEDULE 3. OMIT THREADED ROD ANCHOR SYSTEM _ / ,r° 4 ° °� 4 ,ems 13. Dimensions: Verify all) dimensions with architectural drawings. See architectural, mechanical, electrical and 4 ° plumbing drawings for embeds, openings, sleeves, etc. Which are not shown on structural drawings. SCHEDULES CO � � 4 1#4 EXTENDED 3 EACH \ \ 14. Means and Methods: The structural engineer shall not have control or be responsible for construction 2, 5 & 6 SEE ARCH PLAN SEE 7C/S-2 SILL PLATE SDE OF RECESS. (TYPE.) means, methods, techiniques, procedures or sequences; for the acts or omissions of the contractor, or any ( ) 8" �� „ „ other persons performling the work or for the failure of any of them to construct the work in accordance CONNECTION, 8x8 THICKENED 12 x12 THICKENED w/ the contract documents, 1 " - SLAB ON SEE SCHEDULE. SEE ARCH PLAN EDGE w/ 1-#5 1'_0" EDGE W/ 1-#5 15. Shop Drawings; Shop drawings shall be prepared and submitted to the Engineer and Architect for review for 5� _ / GRADE --� SEE 7C/S- 2 CONTINUOUS. CONTINUOUS g ' g p p g , all structural elements; utilizing prefabricated components. 1 -#5 CONT., ° ° . / _ f4 SEE PLAN. ,,�' ~~ 16, Schedules: Schedules & specifications for the following items appear on sheet S-1: wall studs, structural • PROVIDE CORNERS : 4 ° 51 SLAB ON 6A TH ( CKEN ED SLAB 6B THICKENED SLAB ° , °� �� GRADE, wood panel sheathing, uplift connectors, shearwalls, headers, spacing of threaded rod anchor. ! n BARS (TYP.) / � � � i 2 LJ J 4 - -\ SEE PLAN. S-2 SALE: 3/4" = 1 '-0" S 2 SCALE: 3/4" = V-0" 17. All exterior porch ceilings shall be sheathed with one of the following: Gypsum (waterpiroof) green board, w/ 5d cooler nails 6" o.c. edge & field I--. r SHOWER PAN SLOPES T0, DRAIN, SEE : 4 ' '/4" (or greater) CDS( plywood, w/ 6d common nails 6" o.c, edge & field - \ �\ \� ARCH PLAN, MAINTAIN 4 MIN. o \/ / 1 �( \� \/ �\ / \�\� SCHEDULE 'AA' SCHEDULE 'BB' '/ie" OSB, w/ Sd common nails ® 6" o.c, edge & field SLAB THICKNESS. \ , \/ CONNECTOR E A / / ( p ) Z a� 2nd LVL KING SPH4 6 016' O.C. SPH4 6 032" O.C. 18. Curved frame walls shall be constructed with studs at 8" o.c. stud size and species as indicated on S-1 �� SHOWER PAN SLOPES TO DRAIN, SEE ARCH B CS16 032 O.C. CS16 032 O.C, Sheathing shall be 3/8" CDX plywood installed with the strong axis vertically on the exterior surface of W \ \ STUDS TO 1St a the wall. Fastening shall be with 8d common wire nails @ 6" o.c. edge and field. .4 4 4 0' \ 8" CMU STEMWALL w/ #4 0 48" O.C. VERT. \ /% PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. LVL FRAMING. o C SPH4 6 032" O.C. SPH4 6 032" O.C. Q 0 �\ - MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE 19• Limit of Structural Engineers Design Responsibility: The items specifically designed by the structural �y REINF. CENTERED IN WALL GROUT ALL CELLS ALT. FOOTING AT BUILDERS DISCRETION. w p engineer are limited to the following: continuous load path for wind uplift, wood panel shearwalls, wall LL 0 �\ SOLID. FIELD BEND INTO CURB. PROVIDE (2) MSTA24 TO 9 WIDE (2) MSTA24 TO 12' WIDE framing & re 'd sheathing & headers direct) supporting� g q g y roof framing. Items not designed are pre- CORNER BARS (TYPICAL) SEE 1M/S-2 FOR BRICK U LTT20B TO 4' WIDE LTT208 TO 6' WIDE engineered wood floor & roof trusses, floor framing not specifically addressed, truss-to-truss connections, ���--- LEDGE AT BRICK ONLY. U E HTTI6 TO 9' WIDE HTTI6 TO 12' WIDE and any architectural, mechanical or electrical system. ; < MONO. E D G E w SHOWER RECESS PROVIDE OLID CS16 TO 9� WIDE CS16 TO WIDE � Z Q 5 STEMWALL w/ SHOWER RECESS r5M / B CKING BE EEN (2) CS16 TO 9 WIDE (2) CS16 TO 12 WIDE CONNECTOR NOTES: SIMPSON STRONG-TIE QUICK-TIE ALTERNATE CONNECTOR B ALL TRUSS-TO-TRUSS � D S-2 SCALE: 3/4 = 1 --0 S-2 SiCALE: 3/4 - 1 -0 FLOORS. 2nd LVL WALL STUDS TO 2' CONNECTIONS SHALL BE PROVIDED CONNECTOR FASTENERS CONNECTOR FASTENERS I-"" 0 1st LVL WALL STUDS OR BY DELEGATED TRUSS ENGINEER. A35 12-8dx1' 2" - - (n FRAMING CONNECTOR 3 WHEN USING TWO STRAPS ON H2.5A 10-8d HA4 9--1Odx1 '/2" , 4 EXTENDED STRASINGPE PLY TRUSSES,S DIAGONALLY ACROSS DBL. H3 8-8d HA4 9-10dx1 '/2" 3' EACH SIDE TOP PLATE FROM EACH OTHER. USE WOOD PANEL SHEATHING IF � ANCHOR CONNECTOR A H8 8-8d - - STEP, SEE ARCH, OF RECESS. 3" TYPICAL DRILLED & EPDXIED THREADED , „ , „ SHEARWALL SEE PLAN AND ( ) DOUBLE TOP PLATE THE FASTENERS TO RIGHT. MTS12 14-1Odx1 2 MTS12 14-1Odx1 z ' ROD ANCHOR, SEE GENERAL 4. 5/,,"0 OR 4 � THREADED RODS WTS20 24--10dx1 /2' SCHEDULE 4. c � (TYP') NOTES AND DETAIL 2/S-3. TO WALL STUD. � " � _ _ INTERIOR STUD BEARING - HEADER, SEE SCHEDULE 2 SHALL BE EPDXIED 'TO SLAB CS16 22--1Od (*) MS36 26-10dx1 ' z" (*) UPLIFT CONNECTOR AT TOP FTG. PER FOOTING w 5" EMBEDMENT. OR TO LTP4 12--8dx1' 2" (*) LS12 5--1Odx1 '/2" WALL, SEE SCHEDULE 2. ° / UMBER OF AND BOTTOM OF STUDS, SEE 5A (NOT 4'/4 " MINIMUM NSTUDS EA SIDEKING CONNECTOR D STEM WALL w/12" EMBEDMENT. MSTA24 18-10d (*) MS24 18�--10dx1 '/2" SCHEDULE 3. OMIT (� THREADED SHAWN SILL PLATE CONNECTION, ) EMBEDMENT OF OPENING, SEE /SIMPSON H3 AT SAME HEADER TO JACK (SEE 8/S-2 FOR TYP. ANCHOR MSTA30 22--10d ROD ANCHOR SYSTEM SEE SCHEDULE 3. SPACING AS CONNECTOR AHII STUD INSTALLATION & EMBEDMENT /2 0 HTT16 see below 7B C� CURB SCHEDULE 2. � ) N LTT20B see below QHD1 (see below QHD2 see below RODS) STEP, SEE ARCH, PLAN. SILL PLATE, I ROUGH OPENING SEE ARCH, I 5. (*) INDICATES USE OF HALF OF SPH4/6 10-10dx1 '/z" LS18 (**) .a SLAB ON GRADE, SEE SCHEDULE 3, SLAB ON GRADE, FASTENERS AT EACH END OF 4 SEE PLAN. LUS28 6-10dx1' 2" to ledger & 4-10d to truss Q . SEE PLAN. AT OPENINGS LESS CONNECTOR. NUMBER OF JACK STUDS THAN 4' PROVIDE 6. ** HUS28 20-10dx1 ' 2" to led er & 8- 104 to truss • / /� � ( ) BEND LS18 STRAP OVER DBL, s , 9 EACH SIDE OF OPENING, SPH4/6 AND ANCHOR TOP PLATE FASTEN TO DBL. TOP s r6 threaded rad embedded 7" into masonry CONNECTOR E SEE SCHEDULE 2 PLATE w/ 5-10d AND FASTEN TO ABU44/66 stemwall w/ Simpson 'set' epoxy or equivalent. BOLT OR ROD ANCHOR KING STUD TO STUD w/8-10d. Fasten to post w 12-16d DATE CL 8"X16" THICKENED ° °, PROVIDE SAME EDGE D FOUNDATION, t WITHIN 6", UNLESS HOLDDOWN ANCHORS 8 w/ 2-#5 CONT. 3"� STEP, SEE ° DISTANCE AT MONOLITHIC ADDITIONAL FASTENERS 6" SHEARWALL ANCHOR HTT16 18-16d COMMON NAILS TO POST & 5/ "� A307 THREADED ROD TO FND. DESIGN/ DRAWN DESIGN DRAWN • 0 1-STORY 16" ARCH• 4 SLAB FOOTING. REQUIRED FOR SHEAR NOT VIS PRESENT. HTT22 32--16d SINKERS NAILS TO POST & 5/ "0 A307 THREADED ROD TO FND. LAP/MRG (4" MAX.) EQUAL TO SLAB SHOWN FOR CLARITY, SEE 8 2-STORY 20" __ UPLIFT CONNECTOR HD8A 3-7/,, 0 A307 BOLTS TO POST & /8"0 A307 THREADED ROD TO FN_D, CHECKED THICKNESS. SCHEDULE ON S-1. CONNECTOR C QHD1 18-16d COMMON NAILS TO POST & '/z"0 A307 THREADED ROD TO FND. LAP 7C Q SLAB RECESS 1st LVL WALL STUD TO SILL PLATE QHD2 30-16d COMMON NAILS TO POST & 5 8"0 A307 THREADED ROD TO FND. SHEET LTT20B 10--16d COMMON NAILS & '/2"0 A307 THREADED ROD TO FND. M 0 N 0. FO 0 TI N G A T S T - W TYPICAL OPENING DETAIL AND PA51 EMBEDDED IN CONIC. FTG & ATTACH TO JACK STUDS w/16-16d COMMON NAIL. r7 EP D0 N 8 TYPI CAL ANCHOR INSTALLATION 9 U STRAPPING SCHEDULE- 10 a 5--2 SCALE: 3 4" = 1 '-O" „ _ ,_ �, CON EN TI ON AL H OLDDOWN FASTENER SCHEDULE S 2 / S-2 SCALE. 3 1 Q �-2 SCALE: N.T.S. S-2 SCALE: N.T.S. (SIMPSON & QUICK-TIE) Yo Aill"M(L rREVISIONS BY (3)2x4 SPF#2 POST BOTH ENDS LVL HEADER. F sw-3- 1, SW-3 sw-3 K 4x4 P.T, SYP#2 sw=" W-3 SW-3 s w SW-3 ----------- tY I c '§A P' P E xr t F J POST, TYPICAL. 1 (2)2xl 2 1 i _(13 � I �_� III � -, � '� I ' _ .�� � �� ;,�'4 (2)2x4 SPF#2II PROVIDE 2-PLY LVL POST BOTH END� A u� BEAM WITHIN FLOOR OF TRUSS F7. I SEE 3/S-lA FOR GARAGE S� 'TEM TO MATCH FLOOR ---------- I Ln PORTAL FRAME DETAIL _j r'I —_\_r—— I I EPTH TO SUPPORT SW I I L' LL_ j > EACH END (TYP.) OVE. FASTEN EA. END 7I ` . _y.�. I' 1 �. ---' (n In POST TO PER DETAIL 2/S-1 A. I (/�I V) -il f MATCH 41ll <1 H .1 m QfI ly- PROVIDE \BLOCKING BCT'WEEN'__ DD EACH TRU-S9 FOR ATTACHMENT< x p -()-r�'ROOF--DECKif-(TYP.--,-'-ENTIRE LLJ ....... (2)2 4 PF#2 POST u� (3)2x4 SPF#2 PO§T�--_�- ID, H OF BLDG. i2 U) 11 1 -1, TH-ts F BM#2. S _lv_ i L71 BOTH ENDS OF B \1 0 t BOTH W-3 '§A rK 7:1 ii EN OF P 0 _L_==M-_ATC POST BM#1 BOVE, ........ x 3 LEDGER, SEE DETAIL T-3. 'J& IL 1U7 Lo 2r=�'L I I I LEDGER, SEE DETAIL I (D 0) FE=A�Qfl I !I C Lo /121 MN POST TO (3)2x6 SPF#2 6x6 SYP#2 POST C) Lu 0 Lo MATCH POST (3)2x # ABOVE. (3)2x4- SPF 2__ POST POST BOTH ENDS VTHIS POINT OF BM#l . C) THIS END OF B M#,3. OF (2)13/4"xl 4" o Mi `AW:=T, �RIE LVL -------�_lj NOTE: *BM #* INDICATES BEAM F__ D < L >� Al �\7 o co PER TRUSS PACKAGE, DESIGNED Q L _j L - -_=vNPx4 SPF 2 BY DELEGATED ENGINEER. \c I I SW-3 -4-- � o" U V) 0 -q? 9 POST BOTH ENDS 0 �_ D7 0) 5r OF TR S F 1p: o ff __- �I ! BOX COLUMN, SECOND FLOOR SHEARWALL FRAMING PLAN- 0 0 S-3 SCALE: 3/16" = SEE 12/ l'-O" x (2 PLACES) PLAN NOTES: 1 ) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF FRAMING MEMBERS. 2) WHERE SECOND LEVEL POSTS ARE INDICATED ON THE SECOND LEVEL PLAN, PROVIDE SAME 2 2xl NOTE: *BM #* INDICATES BEAM PER TRUSS PACKAGE, DESIGNED L POST ALIGNED WITH UPPER POST ON FIRST LEVEL. STRAP UPPER LEVEL POST TO LOWER LEVEL BY DELEGATED ENGINEER. POST QE TO LOWER LEVEL BEAM WITH (4)CS16. FASTEN POST TO FOUNDATION w/ HTT22, U.O.N. ON SHEET S-1. 1 sw-3 sw-3 SW-3 3) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH BEARING END OF SUPPORTED MEMBER. ALL EXTERIOR WALLS AT 4) X MARKS INDICATED ON PLAN ARE FOR THREADED ROD ANCHORS REQUIRED FOR SHEARWALLS THIS LEVEL ARE CONSTRUCTED AND OTHER SPECIAL CONDITIONS. ADDITIONAL RODS FOR GENERAL UPLIFT ARE REQUIRED, OF 2x6 WALL FRAMING. SEE SCHEDULE 4. FIRST FLOOR SHEAR WALL FRAMING PLAN- 5) SEE 19/S-3 FOR CONVENTIONALLY FRAMED ROOFS NOT FIR.AMED BY PRE-ENG. ROOF TRUSSES. SCALE: 3/16" = l'-O" PLAN NOTES: r 1 ) BEAMS AND TRUSSES INDICATED ON THIS PLAN ON ROOF FRAMING MEMBERS. 2) ALL BEAMS & HEADERS NOT SPECIFICALLY ADDRESSED ON PLAN OR SCHEDULE THAT SUPPORT ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY AN IN-WALL BUIILT-UP POST CONSISTING OF (3)2x SPF#2 TO MATCH WALL DEPTH INDICATED (U.O.N.). FASTEM BEAM TO POST (OR HEADER) WITH 0 (2)HTS20, FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS cn WITHIN 6" OF THE SUPPORT POST. Li 3) SEE DETAIL 13 & 14/S-3 FOR ATTACHMENT OF INTERIOR S)HEARWALL TO FLOOR & ROOF TRUSSES & FOR ATTACHMENT OF EXT. WALLS THAT TERMINIATE BETWEEN TRUSSES. > 4) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL, DIRECTLY BENEATH 0 BEARING END OF SUPPORTED MEMBER. 5)SEE SCHEDULE 4 FOR ANCHORING SYSTEM SPACING FOR GENERAL UPLIFT REQUIREMENTS. Lv M EXTEND HEADER 4P-0" W (2) SIMPSON MSTI60 STRAPS, TO FAR SIDE 0 c� EACH END, CONTINUOUS DOWN OF WALL. OPPOSITE FACE ABOVE AND BELOW BOTTOM OF HEADER. M Lj 5/8" THREADED ROD, SEE SCHEDULE 6 ON S-1. NAIL ENTIRE CORNER W cn ZONE AT 3" O.C. m — BOTH WAYS. 0 WALL SHEATHING, < PORTION TO BE EACH SIDE. REMOVED. 0� NAIL EN-TIRE CORNER < ZONE AT 3" O.C. BOTH WAYS. (4)2x4 MIN. CORNER SHEATHING (SINGLE PIECE)DETAIL (4)2x- STUDS, SEE TOMER A--"A FOR CUSTOMER(2) SIMPSON HD5A, DETAIL ACONFIGURATION. 5/,,"0 THREADED r BESTCON HOMES wl 2-34"0 THRU BOLTS. SUBDIVISION ROD. PA51 STRAP, SEE PARADISE PRESERVE 2-PLY 16" LVL, SIMPSON HTT22 WITH 5/8" DETAIL 4/S-3. LOT UNIT BLOCK SEE PLAN. BOLT BETWEEN CONNECTORS. 2-PLY LVL DET 44 SIMPSON DSP STUD TIE SIMPSON HD8A WITH A---A CUSTOMER PLAN NAME DBL. TOP PLATE. PLATE EACH SIDE OF HTT22. ATTACH (1)HTS20 3-7/80 A307 THRU BOLTS EDGES NAILED8d NAILS @ 3" O.C. PINE KEY FROM BEAM TO POST w/ 8d NAILS AT AT EACH STUD. DESIGN/DRAWN 3" O.C. TO EACH LAP/MRG STUD THROUGHOUT DETAIL A- A CHECKED jjj PORTAL. LAP DATE ATTACH (1)HTS20 SYP#2 DOUBLE PA51 STRAP AT 12.13.04 FROM BEAM TO POST TOP PLATE 5/8"0 A307 THREADED ROD. /- GARAGE DOOR SCALE DRILL & EPDXY, 8" EMBED INTO OPENING, SEE 4/S-3 SEE PLAN JOB NO. \- HEADER, SEE PLAN. BUILT-UP POST, SEE_�J�_LLL MONOLITHIC SLAB FOOTING PLAN FOR ATTACHMENT (23/4 " MIN, EDGE DISTANCE. SHEET AT FOUNDATION. HD5A/HTT22 LVL CONN . 2— PLYr2 HD8A LVL CONN . ( 2— PLY) rT" GARAGE DOOR PORTAL FRAME -( ) I A SCALE: N.T.S. �IA SCALE: 3/4" = l'-O"SCALE: N.T.S. SHEET 2 OF 4 REVISIONS BY yy4nkl�li 1'IF• � 4., { Wit.„'� •gyp ' �9 5441! 4x4 P.T. SYP#2 POST, TYPICAL. S-2 S-2 S-2 i III_ S-2 III I � N_2 '� I r r, r rr - r rr I r rr rr r - - - -6 I I I 9'-5 S_2 � 14 4 6 5 1 4 3 5 j \ 3 LuLo .\ SIMPSON PA51 STRAP ANCHOR 0 o 1 I 7 I III /3�\ II i ��� i_- `I I 7C I I EMBEDDED IN WALL FTG. EA. OF a U S- s-3 . I GARAGE OPENING SEE 4/S-3. TYP..2 2- °65 o Q2 S-2' Uo II s-2 : - - -fir j , ? � a F -hl IL F-2u I ! 0 O ' I TF -1 --9 I _ / I f, S-1 I �0 37 -I-- -1 I � `���� • !I SL2 SEE 3/S--1A FOR GARAGE L J ! I ( LI�� 4 PORTAL FRAME DETAIL I / I I S-1 S-2 EACH END (TYP,) - 4" CONCRETE SLAB w/ - _.i / �I I FIBERMESH 0 1.5 LBS CU.YD. I I I - - �- J . I I I f TT- `�' I I I'� I I OF CONCRETE OR 6x6 W1 .4xW1.4 ! 1 1 I I I I ;I II r� I WWF ON 6MIL VAPOR BARRIER I I I L _ �; I; I I I I BOX COLUMN, 1 I I IN PREPARED GRADE.--\ I I I III I SEE 12/S-3 I I I I - __.I I I'�S (2 PLACES) I I i t I Ijl 2 It S-T --------------------------- DRILL & EPDXY #4 � 18" O.C. 1 & BEND DOWN INTO STAIR. I- �� 1 CONC. STAIRS 0 S-2 /��/� o SECONDARY POUR CJS #4@ 18" O.C. W DOWELS BEND 8" CMU STEMWALL w// Q o� INTO STAIRS. O FOUNDATION PLAN #5 VERT. HOOKED, INTO 4" MIN. SCALE: 316" = 1'-0" FOOTING O 40 O.C. �°� p W / BEND 2'-0" INTO SLAB A �� (TYP,) 4 . A o o - ,� GRADE Z CI) 2-#5 CONT, IN TYP. FTG. o -- '� p / a SEE 1 /S-2 C LJ Cn TYPICAL FTG - m WIDTH, SEE EXTEND TYPICAL FOOTING 0 1/S-2. AT STAIRS & PROVIDE Q #4@ 18" D.C. E.W. 11 SECTION < a_ S-1 SCALE: 3/4 = 1'-0" GENERAL FOUNDATION NOTE LATERAL LOADS AND COMPONENTS & CLADDING a UPLIFT CONNECTOR SCHEDULE ® ANCHORING SYSTEM SCHEDULE SYMBOL LEGEND CUSTOMER NOTE; TRUSS CONNECTIONS SHOWN ON PLAN SHALL 1 LTT20B (SIMPSON) BESTCON HOMES THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. MAIN WIND FORCE RESISTING SYSTEM COMPONENTS & CLADDING TRUSS CONNECTION TRUSS UPLIFT LBS FOR GENERAL UPLIFT REQUIREMENTS AT WALLS INSTALL /2 0 A307 THREADED WOOD BEAM OR TRUSS SUBDIVISION SUPERCEDE TABLE AT LEFT. AT MULIPLE STRAP QHD1 (QUICK--"TIE) RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, WIND DESIGN PER FBC 2001, SECTION 1606.2: (1)H8 OR (2)H3 < 745 ROD OR '/4" QUICK-TIE ANCHORS PER DETAILS 1,2,3 & 6/S---3 WITH A MAX PARADISE PRESERVE DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, TRIBUTARY INTERIOR EDGE STRIP 70 DOUBLE 2)H$ C 1490 CONNECTIONS, SPREAD STRAPS TO AVOID NAILING INTERIOR LOAD BEARING WALL HTT16 (SIMPSON) BASIC WIND SPEED 120 MPH AREA sf TOP PLATE CONFLICTS THROUGH TRUSS. SPACING OF 6'---8" O.C., AT EXTERIOR WALLS & 4'---0" O.C. AT INTERIIOR BEARING ECT., SEE ARCHITECTURAL PLAN, ARCHITECTURAL PLAN SHOWN ( ) ZONE a =3 ---6 2 MTS12 C 2000 QHD2 (QUICK-TIE) LOT UNIT BLOCK IMPORTANCE FACTOR 1.00 � WALLS, AND AT ALL CORNERS AND WALL INTERSECTIONS. SEE SPECIAL ANCHOR 2x6 STUB WALL @ 16" O.C. HERE IN FOR REFERENCE ONLY. MEAN ROOF HEIGHT 1.00 F7 QR 2 HTS20 C 2900 ONLY ROOF BRIG. WALLS w o RODS SHALL BE 44 10 +45.1 -48.0 +45.1 -56.8 HEADER LOCATIONS INDICATED ON PLAN. SEE DETAIL 8/S-2 FOR TYPICAL ANCHOR ROOF PITCH 6/12 2 HTS20+ 2 H8 C 4390 STRAPPED PER SCHEDULE AA OF DETAIL 9 5-2. INSTALLATION. INTERIOR PARTITION WALLS AND INTERIOR BEARING WALLS WITH SW# SHEARWALL SEGMENT, SEE SCHED. 6. r. HTT22 (SIMPSON) CUSTOMER PLAN NAME O FOOTING SCHEDULE BUILDING CATEGORY II 50 +41,5 -48.7 +41,5 -49.6 MEMBER SUPPORT CONNECTOR NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS 714G1STEP, SEE ARCHITECTURAL PLANS PINE KEY TYPE LENGTH WIDTH DEPTH BOTTOM BARS EXPOSURE CATEGORY C MAY VARY, SEE SHEARWALL SCHEDULE 6 AND PLAN FOR LOCATION. AS AN ENCLOSURE CLASSIFICATION ENCLOSED 100 +40.0 -42.$ +40.0 -46.5 BM#3 HEADER SEE DETAIL 1/S-1A ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPIMG PER SW#(PERF) PERFORATED SHEARWALL SEGMENT 0HD8A (SIMPSON) DESIGN/DRAWN F2,0 2'-0" 2'-O" 1'-0" 3-#5 EA, WAY BOT, INTERNAL PRESSURE COEFFICIENT t •18 SCHEDULE 3 FOR INTERIOR/EXTERIOR ROOF BEARING WALLS IN LIEU OF THE F2.5 2'-6" 2'-6 3-#5 EA. WAY BOT. SEE TABLE ABOVE ANCHORING SYSTEM SPECIFIED ABOVE. LAP/MRG 1. DESIGN WIND PRESSURES REPRESENT THE NET PRESSURE (SUM OF J BRACE GABLE END PER 17/S-3 PA51 (SIMPSON) CHECKED " 1'-0" �� `- F3.0 3'-0" '-0 -0" TRUSS ENGINEER TO PROVIDE A SPACING 3-#5 EA. WAY BOT, SURFACES.& INTERNAL PRESSURES) APPLIED NORMAL 70 WALL 2• LIP'4EAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS LAP 3 " 1' THREADED ROD SYMBOLS, PER 3/S-3 & SEE 10/S-2 FOR HOLDDOWN FASTENERS. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA, WAY BOT. REQUIREMENTS OF BOTTOM CHORD BRACING OF THE DATE rr . PERMISSIBLE. F4.0 4'-0' 4 --0' 1 -0 TRUSS WITHOUT USE OF RIGID CEILING DIAPHRAGM 4-#5 EA. WAY BOT. 3. PLUS AND ND MMINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY Q WOOD PANEL SHEATHING SCHEDULE 6 SHEARWALL SCHEDULE 12,13,04 FROM THE EXTERIOR WALL SURFACE. SCALE O HEADER, STUD, 8c BEARING WALL SCHEDULE 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED BUILT-UP POST FOUNDATION SEE FOUNDATION PLAN. ROOF WALL FLOOR SHEATHED PER SCHEDULE 5, WITH 2x- BLOCKING AT ALL PANEL JOINTS. FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE. PORCHES �/ OB ' " '/Z" CDX PLYWOOD OR '/1r," 3 4" T&G PL`ffW00D FLOOR PROVIDE ANCHOR AT EA. END OF SW PER SCHEDULE BELOW OR SPECIAL SEE PLAN Z" CDX PLYWOOD 0 /,e HDLDDOWN AS INDICATED ON PLAN. PROVIDE DBL. STUD AT EA, END OF HEADER MAX OPENING JACK STUDS KING STUDS MAX. PLATE HT. 10'-11/8" SPF STUD GRADE OR SPF #2 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM UPPER BOX COLUMN LOWER BOX COLUMN (2)CS16 AT EACH CORNER OSB ROOF SHEATHING, NAIL OSB SHEATHING NAILED w/ DECK, GLUE SAND NAIL w/ JOB NO. (2)2x6 4 4 1 1 FLOOR STUD SIZE AND SPACING '-- " THE CORNER OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE BOX COLUMN FOUNDATION 1LTT208 (SEE 2/S-2) w/8d COMMON NAILS @ 6" 8d COMMON WIRE @ 6" 10d COMMON @ 6" O.C. SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DBL. STUD). IF S'TRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. r HEADER BEAM BOX COLUMN 2 HTS20 EDGE & FIELD CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END S.TllQS TO FIRST (2)2x8 6'-4' 1 2 FIRST FLOOR 2x6 @ 16" 6. DESIGN OF WINDOWS/DOORS FASTENEING TO THE WALL FRAMING IS ( ) O.C. EDGE & 6" O.C. FIELD O.C. EDGE AND 6" O.C. (2)2x10 10'- 1 3 SECOND FLOOR 2x6 @ 16" THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & HEADER BEAM POST (2)HTS20 @ GABLE ENDS DECREASE FIELD. PROVIDE 2x4 FLOOR WALL FRAMING W/ (3) CS16 OR APPROVED EQUIVILANT. SHEET (2)2x12 10'-4" 2 3 SMALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. POST FOUNDATION (1)ABU44/66 EDGE NAIL SPACING TO 4" BLOCKING AT ALL JOINTS I ARFI SEE PLAN 16'-4" 2 3 THIRD FLOOR 7. THE ABOVE NOTED PRESSURES HAVE ALREADY BEEN REDUCED 15% UTERIOR BEARING WALLS & INT. SHEARWALL r 1 TOP PLATES B'Y USING THE 'WIND DIRECTIONALITY FACTOR.' THE WIND O.C. WITHIN 4'-0" OF ROOF (FOR NAILING O SPECIAL SW1: NAILING- 8d COMMON WIRE NAILS � 3" O.C. EDGE & 6" Q.C. FIELD 1. TYPICAL HEADER SYP #2 U.O.N. ON PLAN. DBL. 0 L ES & SILL PLATES SHALL BE SYP #2 DVRECTIONALITY FACTOR DIRECTIONALITY T APPLIED PURSUANT TO THE / SILL PLATE FOUNDATION ALL EXT. WALLS & INT. SW PROVIDE '/z"x6" Ig EDGE) SHEARWALLS, SEE SCHED, ANCHOR- 5/e"0 ROD 4g (2)'/2"0 RODS QE (2) '/4" QUICK-TIES 2• JACK AND KING STUDS SPF#2, 2, PLATES IN CONTACT w/ CONC. OR CMU SHALL BE P.T. DECLARATORY STATEMENT CASE #DCA02-DEC-115, DATED 09/12/03, THREADED RODS w/ 2x2x/e' PLATE WASHER 6. FOR SHEARWALL 5w2: USE SWI NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS 3. SEE DETAIL 9/S-2 FOR TYPICAL FRAMING. J. SILL PLATE ANCHORS SHALL BE PER SCHEDULE 3. BY THE FLORIDA BUILDING COMMISSION, FOR SELECTING COMPONENTS DRILLED & EPDXIED Cal 32" oc BETWEEN THREADED LOCATIONS, SEE PLAN) ANCHOR- w/ (2) 5/e"0 RODS OR (2) 3/e" QUICK-TIES / THAT ARE TESTED & HAVE PRODUCT APPROVAL WHICH STIPULATE ROD ANCHORS INCLUDING BENEATH WINDOW SILLS. SW3: NAILING- 8d COMMON WIRE NAILS @ 6" O.C. EDGE & 6" O.C. FIELD 4. HEADERS INDICATED ON PLAN SUPERSEDE THIS TABLE, 4• STUD SIZE INDICATED ON PLANS SUPERSEDE THIS TABLE. A SPECIFIC "DESIGN LOAD RATING." N FURTHERR I ANCHOR-- w/ '/2"0 ROD OR '/4" QUICK-TIE SHEET 1 OF 4 5. PROVIDE (2)2x12 SYP#2 HEADER @ GARAGE U,O,N, ON PLAN, ARE ALLOWED. GARAGE HEADER JACK STUDS (2)MSTA24 EXAMINE ALL SECTIONS & DETAILS FOR SPECIAL NAILING & BLOCKING CONDITIONS. I n E: a o .a E o Q7 VJ U CL ti) u p r 19 M b 4? C 00 NAIL W/11 10d ° U o. 2 COMMON IN THIS AREA. - T' VERIFY w/STRUCT. T o � m $ m 44"MINIMUM �LL o = -Q 00 ° NAILING NOT NEEDED IN THIS AREA UIP TO 16" j o FLOOR SYSTEM j w m SNP DOUBLE PLATE i NAIL W/11 10d ° ! COMMON IN THIS AREA. VERIFY w/STRUCT. L rT, ` PROVIDE MINIMUM 1"END DISTANCELE ! � . Z! a EQUAL NUMBER OF SPECIFIED MAILS IN EACH END STRUCTURAL -- -- TWO STORY STRAPPING co - 9 [D [V SCALE: 1 1/2"=V-0" co N tl4 N �.� 7 (a � -gyp !< ti a O LL HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN al "- WOOD TOP RAIL 3W IN HEIGHT ABOVE THE STAIR NOSING. f c n m AS SELECTED BY OWNER&CONTRACTOR HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. m m C6 HANDRAILS SHALL BE 1 1/2" CLEAR OF ALL ADJACENT -' C° N m FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERM NATE o a "�.. . IN NEWEL POSTS OR SAFE TERMINALS.HANDRAILS SHALL BE 2 > 1 1/4" MIN. -2"MAX. 1 112"CLR. 1 11/4"-2" IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, o 2 p y z HARDWOOD TOP RAIL AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. a a CL w S1fAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL i w BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR STUCCO W/CORROSION RESISTANT U) 0 WALL BRACKET THE PRODUCTS THEY PROVIDE OR INSTALL. METAL LATH OVER 154 FELT A7 4'-0" 2X FRAMING CARPET O.C., MAX. THE HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN \-F� WOOD BASE ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. \)� INTERIOR SUBFLOOR 1/2"GB 2x BLK'G 5e�� _ EATHING. — o LESSDRAILS 42 HN HEIGALL HT. 200 lbs 24\�I ~ s o ELASTOMERIC DECKING O/PLYWOOD SH - WRAP 6"UP WALL&ALL PENETRATIONS. O ANY DIRECTION oc _cq y z ANY LOCATION—� INSTALL PER MANUFACTURER'S REQUIREMENTS. BLOSTAIR FRAMING co —PE OIPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AIN ORNAMENTAL PATTERN SUCH THAT A m z 4"'DIAMETER SPHERE CANNOT PASS THROUGH. a w 74" MIN - SEE STRUCTURAL DRAWINGS FOR FRAMING THE GUARDRAIL CONSTRUCTION SHALL BE n n " 4'SPH�RP Q � 5/8 TYPE X GB o ; MAY NOT Pass A®LE TO RESIST A LOAD OF 20 LBS PER rwRousH INFORMATION ��• @ ENCLOSED USABLE z LIINEAL FOOT APPLIED HORIZONTALLY ALONG SPACES BENEATH STAIRS <TIHE TOP RAIL OR AS REQUIRED BY CODE. 'VSPHL:RE �• I MAY NOT PASS ;TwRauGw 2x4 STUDS @ 16"OC WALL MTD TIHE TRIANGULAR OPENINGS j THIS DIAGRAM AT STAIR TREAD, RISER,& ! ILLUSTRATES THE BOTTOM SHALL BE SUCH i SPECIFIC REQUIREMENTS THAT A 6" DIAMETER OF THE BUILDING CODE SIPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR BUILDING DESIGN AND CONSTRUCTION. STAIRS STAIRS STAIRS HING DETAIL GUARDRAIL - WALL DETAIL HANDRAIL DETAIL GUARDRAIL / HANDRAIL CGDE DATA DECK FLAS �j 5 7 SCALE: 1 1/2II=1'-0' SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=V-0" 1 7 SCALE: 1 1/2"=l'-o" i f ! FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE EQ.TREADS 3/4"PLYWOOD TREADS 3/4"PLYWOOD TREADS SEE PLA0 z z 2x FRAMING U) z EQ.TREADS w :53/4" I a GYP. BD. j SEE P L w TYPE CO U 1" 1 x10 SKIRT BOARD z C1 uwi TYP. .� ? W _j3/4w1! t: � CL "j d w �.TYP EXPANSION U a 5/8"PLYWOOD RISERS (TYP.) I EXPANSION 2x12 STRINGER ED STRINGER w �'' NOTCHED STRINGER ,�GAP GAP�� aE 2x12 NOTCH / � 2x12 NO (TYP-) TYP (3 STRINGERS MIN.AT �. iy -) 73 Cl EACH STAIR RUN) EXpANSION_I�-. GAP 5/8" PLYWOOD RISERS (TYP.) '' 0 r N 2x12 NOTCHED STRINGER � :; cn r� 2x4 SPACER `` U- =� N LD SECURE NOTCHED STRINGER TO SILL PLATE WITH FRAMING ANCHORS.SECURE £" Q c_ PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH m c CONCRETE TO BE PRESSURE TREATED o c OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY CODE. (3)2X12 STRINGERS TYP. (3)2X12 STRINGERS TYP. INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER Joe NO. (3)2Xi 2 STRINGERS TYP. STAIRS STAIRS STAIRS STAIRS {'' SHEE7TITLE SHEET LANDING (BOT) STRINGER LANDING (TOP) SKIRT / WALL DETAI ' MISC.DETAILSSTRINGER DETAIL FLGGR STRINGER , „ 1 ,_ „ Aa.S ��_ � �� � SCALE: 1 1/2"=1'-0" � SCALE: 1 1/2"-1 -0 SCALE. 1 1/2 --1 0 SCALE: 1 1/2 -1 -0 J i vo civ E 2 a 1x4 CEDER °a & g 10°ANGLE CUT 'q J m - 'D � ' 2 i-5/e"CROWN E G � � ° � �' n � 2x6 FJ CEDER 2x6 FJ CEDER 6" 2X6 FJ CEDER S" a a a a � 1x2"X2"CEDER � � �ti U r a nC7 $ c4 2x4 FJ CEDER 2x4 FJ CEDER 2X4 FJ CEDER s Lam..". 5°ANGLE 50 ANGLEo 5 ANGLE 311 3" 3w ( 43 n r 1M 0 = V) C) 2x4 PT SPLIT 2x4 PT SPLIT 2x4 PT SPLR 1r�i W OPTION 3 OPTION 2 OPTION 1 WINDOW TRIM WINDOW TRIM WINDOW TRIM SCALE: 1 1/2"4-0" "" SCALE: 1 1/2"=1'--0" SCALE: 11/2"-1'-0" v t- 0 q O iL � v M N N � o m cr) m 6"HARDI BOAIRD BAND 6'STUCCO BAND 6" HARDI BOARD BAND o TOP OF COL 'TOP OF COL TOP OF COL OR STUCCOa. per, i INSTALLATION SEQUENCING: 47 I 2" I I " I I 1. THROUGHOUT INSTALLATION,KEEP THE WINDOW JAMBS PLUMB AND SQUARE.KEEP HEAD 2 I I I i2"SQ TAPER TO 10" 2" I COLUMN ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2.CONSTANTLY CHECK WIDTH AT MEETING RAILS(Le.DOUBLE HUNGS)TO AVOID"BOWED OUT" 1,_2" 8"SO COLUMN �, 2'-0" i2"5Q COLUMN INSTALLATION, i 3,AIPPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING, I STUCCO 4.PILACE 1/4"SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS.ICENTER THE WINDOW IN THE:OPENING ALLOWING A 114"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, 2'-b" I I WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. ,1 2" I HARDIBOARD 2'"2" I ' I PAINTED STUCCO BAND HARDIBOARD PAINTED 5. INISTALL FASTENERS(STRAIGHT,NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING OR STUCCO AT THE MIDDLE OF THE WINDOW, FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM IOF I".KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED, 10" HARDI BOARD BAND I I I OR STUCCO 6.CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7.CIAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. i 6'HARDIBOAIRD BASE 6"I HARDIBOARD BASE o I 4 I OR STUCCO S, INISULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAIM. J 112'SPACE 112'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 STRMCTURE AND WINDOW.THEN,CAULK THIS GAP. SO STUCCO COLUMNSQ STUCCO) COLUMN 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK l OR(OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: i PORCH LINE 1. AIPPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2. STET WINDOW UNIT. SOS STONE ACCENT 3. AIPPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPIER, I COLUMN 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. 5. AIPPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. 4x4 P.T.I POST 4x4 P.T.POST SEE FLOOR 4x4 P.T.POST SEE FLOOR PLAN FOR SEE FLOOR PLAN FOR NOT"E: 6 LOCATION PLAN FOR LOCATION LOCATION SELIF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. E SEE:SPECIFICATIONS FOR MATERIAL TO BE USED. STONE FINISH STUCCO FINISH „[ u a TRIM BELLOW I I TRIM BELOW q 2 HARDIBCOARD o 4 P.T.WD WRAPPED COLUMNS IIVIiPORTANT: n {.I n (PAINTE(D) P.T.WD WRAPPED COLUMNS N PAINTED �y I I ( ) t� IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN r 2X4 STUIDS 2X4 STUDS 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. ` � IL Em z F� a.. == o o DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY .r;�.. DF-STROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOTIBE UNDER WARRANTY V-5" L 2'-0" IF EXPOSED TO MURIATIC ACID. `} :'` ` Q ' DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. , STUCCO) COLUMN BASE SQ STONE ACCENT STUCCO) COLUMN BASE ALLL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL JOB NO, COLUMN BASE � AFREA OF ANY WINDOW. � PROJ.MGR. DRAWN BY CHECKED BY STONE ACCENT COLUMN WINDOW PORCH COLUMN DETAIL ENTRY COLUMN DETAIL TYP' FLASHING DETAIL 9HC,D TAI SHEET ENTRY COLUMN DETAIL MISG.DETAILS SCALE: 1 1/2"=11-0' SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" 1 SCALE: 1 1/2"=I'-Om A D•4 L Audae'� � civ 0o o a =3 a� CL u I am � o = n w E C 4� 'U C } Q3 O (V c E a; N ica 41/2° Cl.� �o . d) � '.gym' w MIN � � `° v WALL SIDING SHEATHING I1 ! TYP.WALL i CONST. SIDING OVER LATHE AND DOOR FELT-SEE WALL WAY w SECTION w (n 1/2"STARTER STRIP F.F 2X4 STUDS n a CAP FLASHING ,� 1x4 CORNER BOARDS PLACEMENT BY 1x8 PT � DOOR WAYS TEXTURE FIN. ON FOUNDATION � � w Ir mt t � ■r EXTERIOR TRIM DETAIL ELECTRICAL WATER BOARD CORNER DETAIL SWITCH PLACEMENT - 10 Y SCALE: 1 1/2"=1'-•0" SCALE: 1 1/2"=1'•-Q" � SCALE: 1 1/2"=1'-0" •a w -2 o 8 co cQ rn m WALL 1" o r- uca REAR WALL OR SIDE WALL MOUNTED; 1/2"CLD Bp OR 1 LAYER GYP, BOARD n SIDE MOUNTED AT BACK SPLASHES,TYP. COUNTERTOP 5/8"GB w/6"BATT INSUL m m 20"TO 25" PER SUPPLIER ATTACHED TO BACK (2)2x HDR -� cv TYP 1900 J BOX (SEE STRUCTURAL) a LIGHT SWITCHES, ° HORIZONTAL SINGLE COVER PLATEJOUTLEf• 2 LAYERS � �1/2' PLYWOOD SPACER m THERMOSTATS, > ' ro m AND ALL OTHER R-11 BATT FINGER JOINTED o ENVIRONMENTAL INSUL WOOD CASING CONTROLS 3/4'STOP KITCHEN TOP 1/2"x 12"H I I BOTH SIDES PWD ALL 4 j u u %-. SIDES � 2x- TRUSS CHORD WOOD FRAME OUTLETS-PHONES OPTIONAL TYP 1900 J-BOX R30 &TV's HORIZONTAL SINGLE INSUL WALL CAP OR COVER PLATE/OUTLE•f TYP DOOR PER SCHEDULE BRKFST.TOP $ SEE FLR.PLAN //�� NON LOAD LOAD " rF4 CONDITION CONDITION 3/4 STOP BOTH SIDES //��\�//�C\� ,C\�U�� :/ GYP. BOARD U) I I 2 x_ KITCHEN TOP f-11�j�-11�� co w ��\�/f��L /1ti\�// \r FINGER JOINTED 2x6 OR 2x4 //II�_//IIS //II I1�� WOOD CASING > I .I FRAMING w/1/2" •a /i�C\�/i�C\� \\/ �\\/ DRYWALL 24"DEEP BASE w ! CABINETS a 24" 21/4" WD TYP FLR CONST TYP DOOR PER SCHEDULE FINISHED FLR CASING WOOD FRAME FRAME TYPICAL2 (2)2x4s JAMB i CABINET DOOR OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS - 22 1 /211 X 4811 INT HEADS & JAMB 75 SCALE: 1 1/2"=1'-0" SCALE: N.T.S. SCALE; 1 1/2"4-0" SGAL(; 1 1/2"=1'-0" EXTERIOR INTERIOR TEMPERED SHOWER MARBLE CAP ENCLOSURE 4"CURB W/ SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8" DOOR VANITY f CLEAVAGE MEMBRANE BRUSH TYPE I ALUM.THRESHOLD SET x 2!X4 WD,STUD CONCRETE SLOPED FILL 2x STUD WALL WEATHERSTRIP Ff: 16"O.C. IN FULL " FLOOR SYSTEM SEALANT BED 11/2 MR. GYP BD. SHOWER DRAIN PAINTED FINISH OVERHEAD EXPAINDABLE JOINT � - GARAGE DOOR FILLER,WHERE Lo a CERAMIC TILE APPLICABLE g, CERAMIC FLOOR TILE t'' ? owe 1x6 WD DOOR STOP v J. a . SLOPE TO DRAIN °� - ' (4)2x P.T. BUCK ° 4 ° u a - TO DRAIN SLOPE a q i FINISH TRIM OR u. N '- BAND ti p c n ° i `0 W I °• FINIS �• o FLOOR SYSTEM I I I I I I ;' °xIm ° a, CON(C.WALK Q- u- a SEE;STRUCTURAL DWGS , GONG. SLAB& F=OUNDATION SEE STRUGTURAL DWGS. °B NO. PROJ.MGR. DRAWN BY CHECKED BY 1 BATH BATH DOOR - OVERHEAD GARAGE DOOR SHEET TITLE SHEET SHOWER WALL VANITY SHOWER CURB DETAIL OVERHEAD GARAGE JAMES "THRESHOLD EXTERIOR MISC.DETAILS SCALE: 1 1/2"=1'•-0" SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" SCALE. 11/2"=1'-0" ; AD"3 SSW PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD NO PENETRATIONS AT FIELD r d CAP OF SADDLE FLASHING OF SADDLE FLASHING c 8 Q aiE2 aC � ALUM. FLASHING - ; � g SIMPSON H5 E3 w 'Q E � z5 T/T AT EACH JOINT " " WOOD STUD WALL SYSTEM WIOOD STUD WALL SYSTEM o �; E TYPICAL 2x4 BLOCKING(SEE CEMENTITIOUS FINISH SYSTEM ,m ro . CRICKET ( MANUF.SPECS. FOR c CEMENTITIOUS FINISH SYSTEM 45 cu ,� a 7/E3"MIN SIDING OVER CHIMNEY MIN. DISTANCE) CONTINUOUS WALT,SHEATHING CONTINUOUS WALL SWEATHING `� " w � � p � . S 8 MTL LATHE CORROSION RESISTANT METAL SHEATHING �1 o EXTERIOR FINISH CORROSION RESISTANT METAL SCREED : ! �'�'•" z OVER 1/2 SHEATHING SCREED CORROSION RESISTANT METAL ! OR O.S.S. CORROSION RESISTANT METAL Z-•BAR FLASHING W/SEALANT 5 x5"CONT' 2X6s NAILED TO ¢ o GALV.MTL. 7 8"MIN STUCCO CORROSION RESISTANT METAL FLASHING � " z z -' FLASHING ! Z-BAR FLASHING W!SEALANT i STUDS w/16d @ 6 ¢ o OVER MTL LATHE~ TOP FLASHING STD ROOFING r OC Q BLOCKING @MID POINT CORROSION RESISTANT METAL , TRUSS TOP CHORD m w MEN CHIMNEY EXCEEDS PAN FLASHING ROOF SHINGLES + � �� 6'-0" IN HT. ROOF SHINGLES Z ROOF SHEATHING SEE STRUCTURAL z ROOF SHEATHING ci ROOF FRAMING FOR HURRICANE c7 ? PREFAB CHIMNEY DETAILS NAANCLORAGE cQ a ROOF FRAMING 2" Q � TRUSS 2"X4"STUDS @16"O/C. ce, �d ZD BOTTOM TRUSS CHORD CHORD CRICKET GALV.MTL, FLASHING ` il-- 013%2"x4"BLOCKING SIMPSON MTS12 @ EACH 14 Ull CORNER 24" 4-16d EA SIDE, 1'-4"MIN. 0 TYP CHIMNEY CHIMNEY ROOF - FLASHING ROOF - FLASHING CHIMNEY ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL. ROOF TO WALL- 12 1 SCALE: 11/2"=V--0" SCALE: 11/2"=1'--0" SCALE: 11/2"=1'-0" SCALE:: 1 1/2"=1'--00 O (f ca SECURE VALLEY FLASHING AT MAX.24"O.C.W/CLIPSIMPORTANT NOTE: a a o FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED REFER TO EPLAN T "- � PER ROOF MATERIAL MANUFACTURER REQUIREMENTS NO PENETRATIONS THROUGH VALLEY FLASHING. 12 5 FOR PITCHES 11-4" � z m PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED RIDGE OR HIP RIDGE VARIES AD. 2 N PER ROOF MATERIAL MANUFACTURER REQUIREMENTS TYPE LINEAR VENT INSTALL AS PER � � � ALUM RAKE FASCIA 2x8 RAKE > CORROSION RESISTANT METAL TRIPLE RIB MANUFACTURERS c o I WRAPPED IN ALUM o � WRITTEN INSTRUCTIONS TYP ROOF CONST � VALLEY FLASHING WITH 1"HIGH'V'CRIMPS SEE WALL SECTIONS 2X4 OUTLOOKERS AT a a'24"O C REQUIRED CLEARANCE PER ROOF ROOF SHINGLES MANUFACTURER REQUIREMENTS APPLIED TO LINEAR RIDGE CAP I SEE 1-AD.1 FOR FASCIA& ROOF SHINGLES VENT SOFFIT NOTES& FINISHES i ROOF SHEATHING ROOF FRAMING ROOF SHINGLES ROOF SHEATHING I. MIN. ROOF FRAMING ` SIDING OVER 7/16"OSS - GABLE END TRUSS W/ ALUM FASCIA OVER i VERTICAL MEMBER i @ 16"O.C. - _ FRIEZE WEAVE ROOFING UNDERLAYMENT PER ,�.Q," 4"MIN. ROOFING MFR'S RECOMMENDATIONS W/ 36"WIDE 309 SWEAT SHEET i RIDGE GAP FOR VENTILATION i ROOF - FLASHING ROOF - RIDGE LAP SIDING ROOF VALLEY ROOF w RIDGE & HMP RIDGE VENT CORNER ELEVATION TYP RAKE DETAIL 8" GH SCALE:: 1 1/2"=1'-•0" SCALE: 1 1/2-4-0- SCALE: 1 1/2'4-0" I i i TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRtUSS ENGINEER TO PROVIDE i FIBERGLASS SHINGLES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRtUSS HE: LS WHEN VARIOUS PITCHES I INTERSECT EACH OTHER, SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER, SO FASCIAS INITERSECT EACH OTHER,SO FASCIAS AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALI ION w/CONSTANT OVERHANGS,SEE � ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN i LINE:INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT 8:12 ROOF I PITCH 7:12 ROOF PITCH 6:12 ROOF PITCH 2y8n 12 ALUMINUM 21-8" ALUMINUM ALUMINUM � f Ca UTTERS GUTTERS 12 ALUMINUM 12 GUTTERS 12 Ind a GUTTERS M i 8 6 3 7 a e a IVA R-30 INSULATION a 13 z OVER LIVING SPACES R-30 INSULATION R-30 INSULATION Q R-30 IDNSULATION OVER LIVING SPACES OVER LIVING SPACE=S OVER I LIVING SPACES a ?. t4L ] ai o CN HEADER AT WINDOW " HEADER AT WINDOW " }: a. 'J HEADER AT WINDOW "� ( 4� ` AND DOOR OPENINGS m AND DOOR OPENINGS m AND DOOR OPENINGS a SEE TYP.WALL SECTION FOR C FASCIA, SOFFIT NOTES& FINISHES ;'- c- Lq L, `~ "J"CHANNEL STOP •. rr co o a SIDING OVER m c SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR LATHE AND VAPOR BARRIER ""'' FASCIA&SOFFIT'NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHE=S CL rL p BM OR LINTEL(SEE STRUCTURAL) "J"CHANNEL STUICCO STOP 'J"CHANNEL STOP "J"CHANNEL STOP JOB NO. 2"BAND PROJ.MGR. DRAWN BY 7" SIDING OVER BARRIER 7" LATH�ND VAPOR BARRIER 7" SIDING AND OVER BARRIER VARIES �, COL{w/EXT FIN CHECKED BY j SAVE DETAIL 8:12 PITCH EAVE DETAIL w 7:12 PITCH EAVE DETAIL ,, 8:12 PITCH EAVE DETAIL 8:12 PITO SHEET TITLE SHEET ROOF DETAILS SCALE: 1 1/2"-1'-0" SCALE: 1 1/2"�1' 2 ��•� -•0" SCALE: 1 1/2"-1'-0" � SCALE: 1 1/2"w1'-0" J k m -p I ::,-2 ve o •CQt! 6 CO 2 16 a7 - F_ N c� E ca a c a; 12as SLOPE 3/4"x12" AT GARAGE DOOR 1/2"x7"WEDGE ANCHOR 3112"CONCRETE SLAB REINF. @ 32'O.C.w/2'xZx118' w/6x6xl0/10 W.W,M_ 31/2"CONCRETE SLAB REINF. WASHERS @ 32"O.C. 31/2"CONCRETE SLAB REINF. EXPANSION JOINT w/6x6xl0/10 W.W.M. W/ xx 31/2"CONCRETE SLAB REINF. 7777 4 w/6x6x10/10 W.W.M. 6 MILL POLY VAPOR BARRIER 6 MILL POLY VAPOR BARRIER ,. a �. COMPACTED EARTH R til a.tZ i•r, a I' .+. {:.;.. . •` J• I —I I ISI I _I $!� ► i- •- I _ , 6 MILL POLY VAPOR BARRIER _ 6 MILL POLY VAPOR BARRIER COMPACTED EARTH (2)#5 REBAR CONT,. - Y I Y ''•''. �.' (2)#5 REBAR CONT. `� a COMPACTEp EARTH COMPACTED EARTH 95 REBAR CONT. i-- ,- i--T #5 REBAR CONT. Ln us .-.• Iii CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING +CONCRETE FOOTING THICKENED EDGE GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL 10 - 1 SCALE; 3/4"=1'-0" SCALE: 3/4"-1'-Go SCALE: 3/4"=1'-0" 'SCALE: 3/4"4-00 U) N 0 w� rn ca m � X 0 0 LL cL! LL !,- cn .� C U ro of OVERLAP SLAB 1 ill" ro C HOLD HDFI.BILK, 2i > m TO OUTSIDE NAIL ROOF SHEATHING 1 1/2" (PER STCRUCTURAL) a 0 _r_ IMPORTANT NOTE: a a TYP.SLAB FIBERGILASS SHINGLES REFER TO ROOF PLAN AND 1/2"x7"WEDGE ANCFIOR "'" OVER 3I0#FELT OVER 7/i6" @ 32"O.C.w/2"x2"x1{/8" EXP.JOINT OSB BOARD OR 15/32"PWD SAVE DETAILS ON 5HT WASHERS @ 32"O.C. I I IIII IIII SHEATHING. FOR FOR HOOF PITCHES `� FOR ALL HOUSES 3 1/2"CONCRETE SLAB REINF. -I I i I IIII I IIII IIII TYP.SLAB AIR BAFFFLE BTW EA TRUSS 12 j wl6x6xiO/10 W.W.M. �: TO MAIPNTAIN 1/2"MIN AIR VARIES STRAP FOR�TRUSS —IIII IIII I l l I IIII SPACE FOR VENT ANCHORAGE FEI III III IIII IIII 16" (SEE STRUCTURAL) IIII III rl I I I IIII �i I I I IIII IIII IIII NII IIII GALV. IMETAL o.H• R-301NSULATIONATCLG. �. °+ .'•t rra;.r .Q i- DRIP EIDGE 6 MILL POLY VAPOR BARRIER I I I I IIII IIII IIII IIII IIIIs -••' '� `' �- TYPICAL FOUNDATION III ' y COMPACTED EARTH IIII Illi II II TYPICAL FOUNDATION I- I. -I, (2)# REBAR CONT. IIII IIII I I I I , , , , , I I I IE—El I I IE I 1 I I I 1 I I I 5/8"GYP. sp.CLO. WRAPfPED IIII IIII i l IIII IIII III III j. I I I I ! III ALUM. FACIA ro OVER 32x8 III III =• 111k�1111 IIII '�.�.�, IIII PERFORATED I o 4 : VINYL/I ALUM. 1/2"GYPSUM BOARD I I l l i l I I I I I c ( III SOFFIIT I I III III #2 HIMNEI III III1=1 I I I I STUCC)0 FRIE-Z 2x STUDS 16"OC(MIN IIII 1111 " " I l l f f l SPF) ' IIII IIII IIII PROVIDE MID-WALL BLOCKING FLAT WISE @ JOINTS IN SHEATHING Q, P.T.2x PLATE 7/89"MIN.LIGHT - - CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TEXT. STUCCO INTERIOR BEARING DETAIL FOUNDATION C7 DOOR PORCH EDGE VE=NEATHEAN TO 16"YWOENGINERE SCREWED MTTL LATHE AND TO 16"PRE-ENGINEERED FLOOR VAkPOR 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 MANUR co NAIL.ROOF SHEATHING 1 S 1T FLOOR TO (PER STRUCTURAL) 12 IMPORTANT NOTE: 2NJD FLOOR ENGINEERING) USS REFER TO ROOF PLAN AND -AVE STIRAPPING PER FIBERGLASS SHINGLES OVER VARIES DETAILS ON SHT AD.2 FOR ROOF STfRUCTURAI 30#FELT OVER 7/16"OSB BOARD PITCHES FOR ALL HOUSES 1/2"CEILING BD OR 5/8"GYP.BD OR 15/32"PWD SHEATHING. 16" TYP. P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTW EA TRUSS O.H. STRAP FOR TRUSS ANCHORAGE(SEE STRUCTURAL) & 112"x 10"ANCHOR BOLTS AT 32"O.C. TO MAINTAIN 112"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 5/8"GYP. BU TYP a SEMCO TPP4 AT 32" DRIP EDGE STOP EXTERIOR WRAPPED ALUM. cc FINISH 1" 4"CONC SLAB W/6XGX10/10 WWF FASCIA OVER 2x6 ; BELOW OVER 6 MIL VAPOR BARRIER OVER 22z FINISHED PERFORATED PROVIDE MID-WALL BLOCKING FLAT TYPICAL SLAB CLEAN,WELL COMPACTED,TREATED FILL VINYU ALUM.SOFFIT U WISE @ JOINTS'IN SHEATHING T FLOOR TYP.VERT. a 7/eB"MIN.LIGHT 2x STUDS @ 16"OC MIN#2 [� 8 o STUCCO FRIEZE o TE=XT. STUCCO ( U- REINF. - GROADE I I I 1 STORY: 20"X 10"CONC.FOOTING W/ vi VE OVER SPF E I I I I ( ) ( ) ROVIDE MID-WALL BLOCKING FLAT ci MTCL LATHE AND 0 .�. _— — IIII i ( I I IIII 2 #5 CONTINUOUS AND 1 #4 DOWEI, P.T. PLATE w/ANCHOR � a Ls VAPOR BARRIER BOLTS PER r- ? o AT CORNERS/OPENINGS AND 48"O.C.OGWISE @JOINTS IN SHEATHING x b ¢ ¢ ti TYPICAL FOUNDATTION _ I _III -OR-(1)#5 DOWEL AT CORNERS/OPNG'S r STRUCTURAL a y aa� AND 96"O.C.,AND(1)#5 CONTINUOUS AT 2x STUDS @ 16"OC(MIN#2 SPF) S 'L 4',CONCRETE SLAB WITH ,L y Q IIII I I I I Ed 111 III I I I I IIII I I I I HEADER BLOCK. 90 6X6"x10/10 W.W.F.TYP.(3000Ill N z PSI. FIBER MESH OPTIONAL). U) I=IIII I I 2 STORY: za"X 10"GONG,FOOTING W/ 7/8"MIN.LIGHT P.T. PLATE w/ANCHOR BOLTS PER (1)#5(CONT. s N III III IIII III( I I (3)#S CONTINUOUS AND(1)#4 BOWEL TEXT. STUCCO STRUCTURAL } I r. -, VENEER OVER Lu SLOPE:GRADE o u? ' o AT CORNERS/OPENINGSAID 48"O.C. MTL LATHE AND w AWAY I ALL SIDEScna IIII _ EI I I I •- ears - 4"CONCRETE SLAB WITH 6"x6"x10110 \ I -" o a 0 , o b . O OR-(1)#5 DOWEL AT CORNERS/OPNG'S VAPOR BARRIER nh;•. {' x W.W.F.TYP.(3000 PSI.FIBER MESH � r / / // // // µ'•.,.••._ "�,.:�••�.;,;; •�' Q AND 96"O.C„AND(1)#5 CONTINUOUS AT \/\/\/ 6 MIL VAPOR BARRIER �_ II IIII IIII I- II OPTIONAL). E a HEADER BLOCK. (1)#5 CONT. �/\ \/� ;. a � a " � a ' O � r IIII I1_1 III IIIIAI _ 2a - . TYPICAL FOOTING(MONOLITHIC OPT) (NOTE); BEND ALL DOWELS MINIMUM \�/ • *•; \f/� SEE STRUCTURAL FOR SIZE& 20" III I 12"AT TOP&BOTTOM,EMBED MINIMUM SLOPE GRADE AWAY ALL SIDES �• �// / / / / //� REINFORCING 6"INTO FOOTING. . /\/\/ 6 MIL VAPOR BARRIER `/f // // f/ // // JOB NO. 1 STORY \f/\\// f / /\\/\\� \��\�\\ PROJ.MGR. DRAWN BY \f/\ ; • TYPICAL FOOTING(MONOLITHIC OPT) CHECKED BY `f\\/ : ' ! ••, //\ SEE STRUCTURAL FOR SIZE& j STEMWALL FOOTING STEMWALL FOOTING REINFORCING i CURB DETAIL AT GARAGE TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STORY WALL SECTION SHEET TITLE SHEET W=W-O" OEIQN SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=1'-0" SCALE: 1/2"4-0" SCALE: - DTAILF, A D. 1 L �gl i ELECTRICAL KEY r 89W [r+ow—Eucsym] E v { F& SINGLE POLE OUTLET T o .. � 11 pQl DUPLEX CONVENIENCE OUTLET � - N c � arE� � kV DUPLEX OUTLET ABOVE COUNTER 4 a ro 'Q k�)[yrp WEATHERPROOF DUPLEX OUTLET g = p p E o PZ[GFI GROUND--FAULT CIRCUIT-INTERRUPTER a= S DUPLEX OUTLET t N N [ 0 •� HALF-SWITCHED DUPLEX OUTLET $ $ a ad ® SPECIAL PURPOSE OUTLET/JUNCTION BOX w09 -1= DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH $ 3 THREE-WAY SWITCH o �_4 FOUR-WAY SWITCH R RHEOSTAT SWITCH w " DM DIMMER SWITCH D a Q REINFORCED JUNCTION BOX } CEILING MOUNTED INCANDESCENT LIGHT FIXTURE { WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE ,r:rr:r. .,;:•• W RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE PC INCANDESCENT LIGHT FIXTURE % ANSI " WITH PULL CHAIN j EXIT LIGHT EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT Q EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION MpC PHi TV PH (VENT TO EXTERIOR) Q) S I mpg i EXHAUST FAN WITH HEAT LAMP �� I (VENT TO EXTERIOR) II CARPET ' TILE CARPET ® CHIMES m r CARPET I I { H]PB PUSHBUTTON SWITCH u>� w ni PH ® SMOKE DETECTORCD c 4a C a a _0Z76_\ HEATDETECTOR _�,,�-' MDC I Q CO2 DETECTOR _ �. f — � - - - - - - �- - — - - - - - - - - - I Q THERMOSTAT I `- ti SPEAKER PHONE (1-CAT3) TY — — — — ' M DDC (1-CAT5, 1-RG6) LM — — — — MDC (2-CAT5, 2--RG6) CARPET ELECTRIC METER ;_LZiilL_ ELECTRIC PANEL TV l ► I CEILING FAN I I ___ I I (PROVIDE ADEQUATEESUPPORT CEILING FAN / LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) ` ELECTRICAL NOTES: [NOTE_UECTMCT 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR S AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL OROTUND ELLT 2• CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3. DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. 5' FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL VICES: ABOVE FINISH FD LOOR: 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" ABOVE TOP OF MIRROR). . . . . .88" TO CIL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CIL FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CIL ( GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM OF FIXTURE 4 FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL p DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL a r ¢ x i DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL w/ .. ti==' DR HANDLECD j KITCHEN WALL HUNG MICROWAVE N ( M .moi OUTLET . . . . . .76" TO CIL KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK I ``';' Q ro i KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL _ ''` c KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL JOB NO. 04-61-0024 CL = CENTER LINE . 1 = FIELD VERIFY Pine I�G® ��`� 2 = MASTER BATH STANDARD 30" HIGH y VANITY TO BE RAISED 4" SHEET ITTLE SHEET SECOND FLOOR ELECTRICAL El .2 L 7yo IA� a�gc �a r ELECTRICAL KEY [NOT�LEcsrul a�� a'Q N g F& SINGLE POLE OUTLET 6m ;' a v ro DUPLEX CONVENIENCE OUTLET G 2 C rod. DUPLEX OUTLET ABOVE COUNTER m � 9 U r� �t WEATHERPROOF DUPLEX OUTLET .� Q . wp T; pmo g � gN I I�GFI GROUND-FAULT CIRCUIT-INTERRUPTER e E e.� DUPLEX OUTLET p 2 �'2 9 � M ! LL. C a E A HALF-SWITCHED DUPLEX OUTLET L ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH 3 THREE-WAY SWITCH Q �-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH W W DM DIMMER SWITCH Q REINFORCED JUNCTION BOX .. a - } CEILING MOUNTED INCANDESCENT L LIGHT FIXTURE KY-' WALL MOUNTED INCANDESCENT LIGHT FIXTURE CIS -"pJy7q"- RECESSED INCANDESCENT LIGHT FIXTURECD ,�L,I .A.r -;. -• w RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE L'' { INCANDESCENT LIGHT FIXTURE irk PC WITH PULL CHAIN ® EXIT LIGHT �] I I ' EMERGENCY LIGHT I I I I I FLUORESCENT LIGHT FIXTURE OPT LIGHTING Hs j WITUIiO PUIl CHAINHT FIXTURE l Ir TRACK LIGHT --------------- I H p II I O I TILE �• FI © J I W H a EXHAUST FAN (VENT TO EXTERIOR) N MOC - I i - EXHAUST FAN/LIGHT COMBINATION fu M cn /. \\ .� i (VENT TO EXTERIOR) II I 0 \ \ EXHAUST FAN WITH HEAT LAMP ml •.� r2OV (VENT TO EXTERIOR) u E!T= > / :GFI LL_ J \ \ i ® CHIMES m N I CARPET I I FI I I \ j "P6 PUSHBUTTON SWITCH L41 '; \ 1 ® SMOKE DETECTOR a 0 -,,r• I •` I ,1 \ Np HEAT pETECTORCARPET ` rr11 /II PC /I O� � CO2 DETECTOR U)���\ �pl�- �I p \ ' Q THERMOSTAT -( , �J ` I I / / 0 SPEAKER i �I. / I ._ . / / b PHONE (1-CAT3) A DDC (1-CAT5, 1-RG6) J MDC (2-CAT5, 2-RG6) TV 3 I I r' - r / / / ELECTRIC METER Lr- I I or ELECTRIC PANEL MDC CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) CARPET /• / �•r ��X-1 FI CEILING LIGHT PREWIRE PROVIDE AADEQUATE SUPPORT/ I ELECTRICAL NOTES: CARPET •w ,• — ��� \ I (NOTE R ECTRIC] / \ f I �• I 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE / , \x r 1 / I PROTECTION ASSOCIATION (NFPA) AND MEETING _ f THE REQUIREMENTS OF ALL GOVERNING CODES TILE / r' I 2• C ROVIDT INTERRUAND PTERS ALL ROUND FAU T } (GFI) AS REQUIRED BYru -------- / PB / NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED r TILE , 3 DIRECT HOOK-UPS/CUTOFFS. I I HVAC CONTRACTOR TO VERIFY THERMOSTAT I I 4 ALLLOCAND MECHANICAL EQUPMENT I.E. I ( �17I - r I 5 FURNACES, A/C UNITS, ELECTRICAL PANELS, Nt SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION -,,_ DUE TO FIELD CONDITIONS. TV PH��-�% GFI�r W W J2 J iGFI _- — - - — — — I ELECTRICAL_DEVICES: A_B D2FINISHED FLOOR: HB SWITCHES OVER COUNTER. . . . . . . . . .488" TO CL mw V :WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL0 WALL OUTLETS. . . . . . . . . . . . . . . .16' TO CL BATH VANITY BRACKET OUTLET (1' ABOVE TOP OF MIRROR). . . . . .88" TO CL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16' TO CL EXERIQR GFI OUTLETS. . . . . . . . . . . .16' TO CL GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL z FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL N( GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84' TO CL DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM OF FIXTURE E FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM V'I OF FIXTURE THERMOSTAT. . . . . . . . . . . • . . . . .54" TO CL '� u DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL a co DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ °° DR HANDLE .1 Qca CHEN WALL HUNG MICROWAVE M N OUOUTLETOUTLET76" TOCL o'.. MAIN FLOOR ELECTRICALKIT KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK `` c N SCALE: 1/4"-1'-O" :KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL p �' WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL �` '` a LL a ■d • .308 NO. 04-81-0024 CL = CENTER UNE 1 = FIELD VERIFY Pi n e Key 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEET TTTLE SHEET MAIN FLOOR ELECTRICAL E1 . 1 L arl I( cq N N C —.. •� 2 N O c Cz r E v 10 V� m c N a; m c � o. ap � Q N � p C.G [S pCp �Lp U U ti U 20 I I O � N O f 3'-0" 2'-8" 3'-0" 3'-0" ad 2'-0" 3'-3" 3'-6" { M Ploaaal e; O # pqN MICRO -------------- REF. SP. �� Ca7 NCO N 8 fu ICU r Qo C Eu m � I I RANGE - - - 1 DW SP. �,CD c � I - I I ~ ` 7U i 1'-0" 2'-0" 4'--0" 2'-0" 3'--0" 2'-8" 3'-0" I 1x4 KITCHEN ❑ ❑ ❑ ❑ 2 x 4 REMOVE FOR OUTLETS KITCHEN SCALE: 1/2"=1'-0" 4 SCALE: 1/2"=V-0" � I 40.5" KNEEWALL DETAIL 2 x 4 a� la�m■s 41-0" 0oa o00 coI F. 15 15 arm x I � I -c � P L Q O � �• � t 'iai`.y�� :Cif' � I I A ❑ rn l � 1� ■ ]OB NO. 04-BI-0024 MASTER BATH BATH #3 SCALE: 1/2" 1'-0" SCALE: 1/2"=1'-0" Pine Key SHEET TITLE SHEET INTERIOR ELEVATIONS A2.6 6 r L N i i i r EXTERIOR �, � � j ELEVATION NOTES o _ p C] t [NOTE-EXTELEV] .G I. GRADE CONDITIONS MAY VARY FOR m-B .q 1 INDIVIDUAL SITE FROM THAT SHOWN, 0 b o BUILDER SHALL VERIFY AND COORDINATE4 o I PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS ASB e a j REQUIRED BY CODE AND MANUFACTURERS m SPECIFICATIONS. 8gon aq 6 i i 12 6� 0 -1 " PLT. � o � CD W 12 ! _ 6 L od i Lj 19; j ` .• R 4" FRIEZE (TYP) LAP SIDING U. ---_ p 4" FRIEZE (TYP) co '> i �"S rn "u mrn 1 q.p Lld 4" TRIM (TYP) 4" TRIM (TYP) I �� 0'-0" FIN. FL 0'-0" FIN. FL r ro v b � C � O GRADE GRADE Iras REAR ELEVATION- SCALE: 1/4"4-0" { wo 12 4mJ ASPHALT SHINGLES l 9'_1 1/8" PLT. 4" FRIEZE (TYP) ----- — — 4" FRIEZE (TYP) LAP SIDING L 4 rlII _'Aj 4 TRIM (TYP) -._ (TYP) " TRIM TYP 0 �. N 0'-0" 1/ F 0'-0" FIN. FL ;' f .�F^ C3 GRADE GRADE �a Ma ■ JOB NO. 0481-0024 LEFT ELEVATION- SCALE: 1/4"-1'-O" Pine Key SHEET TITLE SHEET REAR&LEFT ELEVATIONS A2.5 L EXTERIOR 0 z � wa,a� f3 ELEVATION NOTES .�� o U O f N 1 o [NnTE_ExTELEv] 12 n J. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. p 2 U BUILDER SHALL VERIFY AND COORDINATE n 2 .9 a PER ACTUAL SITE CONDITIONS. s 2. PROVIDE ROOF AND SOFFIT VENTS AS � q io S a E • REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS, 9'-1-1/PLT. 4 N O ti s 4" FRIEZE (TYP) u i i i SHINGLES - I ARC 0'-0" FIN. FL _ 'r" "ate cy, y Am i. Y.' m 1/8" PLT. ° 8'-1 1 8" PLT. a ' LAP SIDING " FRIEZE (TYP) � x to 4" TRIM (TYP) i ILI ,� .. �I N N O Como, a o w 0'-0" FIN. FL 0'-0" FIN Lm cl � N r G7 as G a d FRONT ELEVATION- SCALE: 1/4!'=l'-0" i 12 • i y I r —1 za� P U-0, 4" FRIEZE (TYP) 4" TRIM (TYP) 0'-0" FIN. FL ASPHALT SHINGLES _8'-1 1 8" PLT. co LAP SIDING L a t Q 4" TRIM (TYP) ko CD CD 0'-0" FIN. FL _ 0'--0" FIN. ce ,y B .-•1 I � N . 4 q GRADE GRADE r� • ]OB NO. 0-1-Bl-W24 RIGHT ELEVATION- Pirie Key SCALE: 1/4"=1'-0" SHEET TITLE SHEET FRONT&RIGHT -• ELEVATIONS A2.4 R L r� o aE ;G o J2 L N CJ c= F oCJ� �� 6j �� •offp � O N 0 o E T $ N i 4 N Q i �@aa 3yhY$.; qCD W r be m N z � O AD.2 AD.2 75 c � m n j v b m °' I Tr a j_- cu ccu I 1 I 1 4 r w fl d I I c � I a �V AD.2 co I o I j7 � RIDGE I AD.2 RIDGE RIDGE I j ICU I AD.2 Z2 O ' I 1 �I AD.2 i 25'-9%" 1 1 i , 1 i � 2' 'SKYLIGHT I ------------------ i ' I I 1 I ► ! I I i 2 1 to i AD.2 1 I cy O I 1 � I I I a I i { I I I I j � I = I 1 � I 1 1 qLo N 1 I 1 � I I O ' I 1 I 1 1 1 1 1 1 1 I I I L---------------------------------------------------------- -��--------- --...-----------------"----_._-_.------------_-----.__...._.....-------......_.,���_.---� 2 � ti Q !) Ftp 0 " O O b ,,5�. .yw-• _ 4Com] co 47� m y n JOB No. 01-BI-0024 Pine Key SHEET TrrLE SHEET ROOF LAYOUT A2.3 L i r 67'-0" e r o _ 6'-01" 14'-2" 4, 5Y11 5'-5" 9^5, 21 51 _ 2 'N c o a �'_ g Vi C N.� � N 2'-5" 9'-7" 2'-2" 1 11 3' S 2 41_511 0 � U• 'C 2'-11" 2'-6" 7 1 2—h — ��� 13—7" o Q } 1 n Q n m m M r C qN 'CJ O V d rc L] 1 II \ I 101-11181,PLTJ MS I I i CO o CD I in Q J I I 4'-5/r�ice I Ff+sr,a 0 �� L �- � r 6'- 01" 04 2'-11" Cl a 2'-0Y2 6'--311 1'— Y2 4'-3" 0 „ 14'_2 '-0 _ 2 I I I NNS Ln 21-7)/2l1 Joss, 31-0" 9l-5,! b'` j v . >> � o LT 0 c N L, 1 L-- ---_-._y M `0 Q ro>� I i17 c) c I a a t• t I I I I I I 101^1!1 z II rn 1 1 I FIL ------- In,---- .._,—LI I Bill HB 9'-41/8"PLT 41-0" o`,k • 1� i 171611 3,-411 31-2/1 7,_911 14'-2 11 51-0" 21-011 r 24'-0" i 241_4" 22'-0" T--O" 14,_4" 6T-o" 51'-5%" 11'-1�2 2'-6" 9'-5n 281_51! 1 6'-8" 2'-2" 1'--10" 5'—5)/2" 18'-11%' _____------ 1 Q 21-611 I � � in I von 0 I I I U r 0 "N I c C I I co 'T rn T `N, /iii N I I 2 I I I ij a' I r7 I i ian L I ! C+ n 1 I I I I F, } .} Q 0a I � 6'-0" 3'_511 'c� i 71) I N 1 AREA TABULATION C) �����---------------- -------- -- - ------ 1 i9 co 0 U c MAIN FLOOR PLAN 1527 SQ.FT. } ` ```-.` 3'-0" 7'_1" ; SECOND FLOOR 670 SQ.FT. .a 13'-7y11 23,411 12'-0" 21_6„ ' TOTAL A/C AREA 2197 SQ.FT. • JOB NO. 04-B1.0024 ~ 5,'-5y" -------------------------------j FRONT PORCH 93 SQ.FT. pine Key LANAI 92 SQ.FT. I t , GARAGE 388 SQ.FT. SHEEP TITLE~ SHEET t j SECOND FLOOR _ TOTAL AREA 2770 SQ.FT. PLAN A2.2 I L .� MAIN FLOOR NOTES OPT DOOR NOTE-FLOOR 16 °' ti w/42"X42" 6 a =co,o 1. WINDOW GRILLS ARE STANDARD IN FRONT g CONC.PAD r ^^^^^ AND SIDE ELEVATIONS AND REAR r � ELEVATION TO BE CLEAR GLASS. `-" 42 x 42 oroga@tea FOR OPT.D I i ``, I 12. ALL UNDIMENSIONED PARTITIONS VENT TO ( SHOWER I jl �� I 1 ARE 3 1/2" ROUGH. o SH3060 @ SH3060 @ 4'X 4'-8"GLS EXTERIOR SH3030 @ III �, I 13. ALL ANGLED PARTITIONS ARE 45 N £1 p 8 x 8 FRAMED COL, E 90"AFF 90'AFF BLKS @ 90"AFF 90"AFF I I I I I co ' � ro E a-u-E N I I i 8'-1 118"PLT. HB I DEGREES UNLESS OTHERWISE NOTED. a . - 9 v 4. PROVIDE MINIMUM 2-2x12's w/ 1/2" — — — PLYWOOD FLITCH PLATE AT ALL EXTERIOR DBL RJS - { I I IW VENTED WIRE -------------- � Wl e II / � SHELVING WH• � WALL OPENINGS AND INTERIOR BEARING HO +� WALL OPENINGS UNLESS OTHERWISE NOTED. l EN OS WIPBATH N-�ANDRY ROOM \ 15. 3-2x4's MIN. AT EACH END OF ALL BEAMS 1 j AND GIRDER TRUSSES UNLESS OTHERWISE 4068 DBL 2068 J, 11 I 19'-06 CLG. \\ BYPASS NOTED. ALL SUCH CONCENTRATED LOADS I 1 3068 11 28 8 OOR KNEE WALL 11 I D1SP I 2868 = \\ SHALL BE TRANSFERRED TO FOUNDATION 1 SQ.OPG.I I PK @40.5" LL. _ PKT ¢ \ ! VIA BEAMS, POSTS AND/OR SOLID Q I 1 1 22112"x54'ATTIC BLOCKING. 2068 9'-D" CLG. PEDESTAL i i ACCESS \\ 16. ALL EXTERIOR DIMENSIONS ARE TO FACE Lanai pSINK i i \ 1 OF STUDS UNLESS OTHERWISE NOTED. W 8 ICD 2868 �--- J 2 CAR GARAGE \ i 7_ ALL TRUSSES TO BEAR ON EXTERIOR t 1 9'-0" CLG. MASTER SUITE I I TH #2 PKT ' ' " \ WALLS AND/OR GIRDER TRUSSES UNLESS PLANT SHELF (-�--�j u, 11 �I 8-0 CLG. I 9-0' CLG. 1 I �� \ r; OTHERWISE NOTED ON FOUNDATION PLAN. „ i .DIS 9_0J10 a 1 9-0 CLC. hL. .—II� I 1 � 1 \ � ! 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 1 i i (D t lug J1� HANGERS & SET SPACING FOR ALL = I / x I TRUSSES. L — °~- I I1/ I ZD 19. WINDOW SUPPLIER TO VERIFY AT LEAST V) I I 1 o ONE WINDOW IN ALL BEDROOMS TO HAVE �a I I 2868 A CLEAR EGRESS OPENING OF 5.7 SQ. FT. UP 17R // WITH MIN. DIMENSION OF 24" IN HEIGHT AND V. 1=0 I I @ 4" / 20" IN WIDTH; SILL HEIGHT NOT GREATER _ .. ;28681-L m i SHOE i / ! THAN 44" ABOVE FLOOR. v / 10. BALLOON FRAME ALL EXTERIOR WALLS (ABOVE 8'-1") TO UNDERSIDE OF ROOF / SHEATHING --- PROVIDE FIRE STOPPING ~` / EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". TOP @ 100^ v' 11 SALL PACED E SUCH THAT A4" SPHERE CANNOT Foyer PASS BETWEEN BALUSTERS. 12. ALL ELECTRICAL AND MECHANICAL OHC w VAULTED CLG Q1°g n 36"PANTRY 81-11/8,PLT. EQUIPMENT & METERS ARE SUBJECT TO " RELOCATION DUE TO FIELD CONDITIONS; N 0 484 BASE 121 BC CABINET I 1 L y 1 CONTRACTOR TO VERIFY. N U.) PLANT SHELF 3668 DBL PKT 13.I FOR ADDITIONAL NOTES SEE GENERAL 5 100' — — 3068 SC w! 1 ; NOTES 14- TYPICAL OWINDOW HEAD N TITLE T EIGHTASHALL BE m KITCHEN CI 12"SL I 96' ABOVE FINISH FLOOR (U.N.O.). I a t6WI VAULTED CLG. 2X6 BOXED 15. WINDOW MANUFACTURER TO TEMPER ALL I �/ p/� ' ' FRONT PORCH 1 WINDOWS 2 WITHIN DOORS, OVER TUB & a LIVING ROOM i I I TO CEILING STEPS TO GRADE SHOWERS 7 WINDOWS WITHIN 18" OF THE o w f VAULTED CLG. ; o -------__-r,_, VAULTED CLO AS REQUIRED BY FINISHED FLOOR. o c oCo � 1 , I 1 1 I I CODE a s 53 o i i SINK RLN 48"BC ' i I to Q I CD �' i i ° 1 DISP c::) I 1 ' 34.5"KNEEWALL 40.5'h WALL w/ ;l "`^i NOOK 15"BAR TOP Ixl 24"D. VAULTED CLG. 1 o ¢ IM I -)w RANGE W1 CD m M CROHOOD C9 ¢ 1 L I I U) I I t �II 36*- - I I - BCI I 10x10 FRAMED COL. i-- - -- J~ rJ �---- --� — — — —— — OFFSET 1"FROM PORCH EDGE I I HB 3060,9H @ 3060 SH @ BLKS @ 54" i 84"AFF 84'AFF AFF (m 3050 SH @ 84" 2030SH @ AFF 84"AFF ------------------------------------------- _ ^_T I 30"TUB! 20680 SHOWER IF F ; STUDY/BEDROOM OPT. BATH #3 a� BEDROOM #2 CATHEDRAL CLG VAULTED CLG. N CATHEDRAL CLG. cl BEDROOM #4 D15 LINEN CATHEDIRAL CLG I j `� 5 5H �, 1 -moo —� — 'I ar _ _ _ _ - - -- - - - - - _.-. — -. - - - - - - _ _ �- - - - - - - - - o u Q ' - - - - L J — Nu' I ./'� j 4=J C7 CD 12X12 FLAT I ; r �1 FOR CLG FAN i 11 2668 42"KNEE WALL I I I OPT.2668 --�/ (2)206 �----J BALL CATCH 1; 2668 i I I I 42"KNEE WALL -RlS ---_-- ___-_____�� ----------------- 1 12"BOX DOWN �! HEADER ty I u n I { R ii 1 ■no � 11 I -- i 11 II 1 os 'I ter^ II 1 AREA TABULATION ci ' MAIN FLOUR PLAN 1527 S r: 0 11 ; Q o .FT. 11 q U- 0., SECOND FLOOR 670 SQ.FT. TOTAL A/C AREA 2197 SQ.FT. • JOB N0. 04-BI-0024 1 II FRONT PORCH 93 SQ.FT. Pine Kr,.:;y LANAI 92 SQ.FT. GARAGE 388 SQ.FT. sHEr=r-rrrL>~ sHEEr MAIN FLOOR PLAN . n I I IL -__-------_-_--__----___.�_____-_--------------------- TOTAL AR z Q 2. 1 L .� 7� r FOUNDATION NOTES [NOTE-FOUNDATION] E b rNyy �= 1. STRUCTURAL FOUNDATION PLANS SHALL BE N BY OTHERS. SEE STRUCTURAL ENGINEERING C FOR ALL STRUCTURAL DETAILS AND NOTES. N ro 2. SLOPE GARAGE FLOOR 1/8" PER FOOT TO A g OVERHEAD GARAGE DOOR OPENING. 3. 4" CONCRETE SLAB w/ 6"x6"x1O"/10" W.W.M. a s OVER 6 MIL VAPOR BARRIER OVER CLEAN o m1- 1 WELL; COMPACTED (MIN. 3000 P.S.I.) e LL - S g -8 TERMITE TREATED FILL. (3000 P.S.I.) - FIBERMIX OPT. 4. CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CONV. FRAMING 67'-0" PLAN. 63-0' 20'-3y' 9'-10Y2 5. SUPPLY SEPARATE CONDUITS TO ANY 9'-10" 3'-0" 18'-0" ISLANDS FOR GAS AND ELECTRIC. o 6. CONFIRM ALL FLOOR OUTLET LOCATIONS N WITH BUILDER AND/OR HOMEOWNER PRIOR TO SLAB POUR. 7. GENERAL CONTRACTOR TO PROVIDE SLAB o 8 CONTROL JOINTS EVERY 400 SQ. FT. on1 L SHOWER 4 ...A.� ADA — — — — —— — — — — —— — — — — — ——— — — — ——— —————— ———— —-- ZZ C P4 5 I I 1 4 I < �I Im SoJ I 1 4- I e F4 I I " T-) ;� 0 BATH i H- -{ I I N 4 _j � ' " -- V)f I I I I I I 'qL ,» w ;r,LLL I I 9 I I 200 p' -5 3-1/2" RECESS i i I - SLOPE 2" _ C)AD.1 I FOE7 SHOWER �I I I I I VERIFY INTERIOR BEARING WALLS �,�'� o m a I I I uj WITH TRUSS ENGINEERING � I C� ^ I .N I o I STEP 11 �m N II ( AD.1 rd w ?, 1 6 -0 I NOTE: ALL ANGLES ARE 45 DEC. I I I > I I UNLESS NOTED OTHERWISE. 4 O L I °' I ( --— —_ � I -0'- 0" FIN. FLR 2--1 QY2„ 8'_8/" 5'-8' I 13'---8" 18'-0" I �a — M o I I I 10'--9 " \ I o I I I i 2 I I I I C ---- ------ -------�� \ I rn Lo r- x I I I z I ( I Z3112" CONC. SLAB w/ I IIFI I I ( 6x6 NO. 10 WWM OR FIBERMESH. / REINF OVER VAPOR BARRIER — — =' / I I 4° I I I OVER CLEAN COMPACTED I I TREATED FILL / I I 1 N I I "' i STEPS TO GRADE AS REQ'D BY CODE - - " I �, I � �► i i I I � I � a Q I I I I SLOPE V I I J I fo -t-I 4" CONC.. PAD FOR A/C CD 3 Ap.1 24'--0" 22,_011 5-0" 46'-0" 7'--0" 14'-0" 67'-0" .0 FOUNDATION SCALE: 1/4"=l'-O" E ;X= 19 6d i� B D uz. d )� � a O m .-i A.` 0-1� * JOB NO. 0461-0024 Pine Key SHEET-MLE SHEET FOUNDATION A 2 .0 L r S-E2 V, � c � .sa 0a2.E Periods only used on one word abbreviations, if the abbreviation is a different word b itself; e. . ARCH. BIT. and LAM. 8 4D ABBREVIATIONS Y g p y SHEET INDEX4 � � a _ � N , GENERAL N Periods are usual) used when abbreviatin multi le 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 n 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P P.BD. PARTICLE BOARD Ordinances,and Regulations and all other author-Ales having Jurisdiction. ArC AIR CONDITIONING F.B-O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE ARCHITECTURAL A. Vapor Barrier shalll be applied on all exterior walls. Instal)as r manufacturer's ACO ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL P PP per AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PEALMEfER A.D. AREA DRAIN F.G. FIXEDGLASS PKG PARKING 2. Minimum Design Loads: B. Install#15(min.)folt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) AO.O COVER SHEET FLOOR: 40 P.S-F•Live Load ADH ADHESIVE FIN FINISH RLAM. PLASTIC LAMINATE 10 P.S.F.Dead Load C. Nails only to be usmd for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER N No staples allowed. AGR AGGREGATE FLA FLOOR(LNG) PNL PANEL A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND a A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(UGHT) PNT PAINT(ED) GENERAL NOTES ALUM ALUMINUM FND Fpl1NDA710N PREFAB PREFABRICATED ROOF: 40 P.S.F.Live Load ALT ALTERNATE FN FENCE 10 P.S.F.Dead Load D. Flash all roof to wall conditions. PR PAIR( nnin. .27 gauge aluminum with baked enamel finish. Downspout to be 4' A.P. ACCESS PANEL F.O. FACEOF PSF POUNDS PER SQUARE FOOT Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5" ( ) g g Pc APX APPROXIMATE FP FIRE PROOFPSI POUZ) 8 Engineering for all structural details,specifications,and notes. .20 gauge alurninuim with baked enamel finish. ARCH. ARCHITECT(URAL) FPHp FIRE PROOF HOSE BIBS P7N PARTITION TRIpN SQUARE � � A5PH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) LAYOUTS A.T. ASPHALTTiLE FR FRAME(D)(ING) PV PAVE(D)OR PAVING L 3. CONCRETE 6. INSULATION AUTO. AUTOMATIC FS FULLS¢E PVC POLYVINYL CHLORIDE(PIPE) r� AVG AVERAGE FTG FUPVMT PAVEMENT A2.0 FOUNDATION PLAN AWNG AYMWG FUR FURREDRRED(ING) PWD PLYWOOD A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min..)batt insulation in all exterior walls and R-19(minimum)blown insUlat)on A2.1 MAIN FLOOR PLAN l each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior or to unheated B 636 36'BD BOARD G.B. GYPSUM(WALL)BOARD WIDE BASE CAB. G GA GAUGE Q.T. OUARRYTILE 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. structure or gas mitigation due to these occurrences. R-'l i batts at firepllace chase walls and under Fireplace unit BF BITUMIN(DOOR) G.C. GENERAL CONTRACTOR R R RISER(ON STAIRS) A2.2 ROOF PLAN ,r P BIT, BITUMINOUS GD GRADE OR GRADING _ �'`^- � ■ 13LKG BLOCKING G.D.O. GARAGE:DOOR OPENER R.B. RUBBERBASEI �w. A BLDG BUILDING ON GROUND FAULT INTERRUPTER A2.3 FRONT & RIGHT ELEVATIONS RAD RADIUS BILK PLUCK(CHUB) GL GLASS OR r:!a7iNGFIRL B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCKING GLBK. GLASS BLOCK H-0 RUBBLE W A2.4 REAR & LEFT ELEVATIONS flA. HOOP DRAIN and structural designs due to inadequgte soils or landfill occurences shall be the BIA BEAM G.I. GALVANIZED IRON REFR REFRIGERATOR d r� responsibility of the"Builder-Developer or itsubcontractors involved with the design and 7 DRYWALL B.M. BENCH MARK Gr GROUT REQ REOWRED A2.5 INTERIOR ELEVATIONS _ V ) installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT BAG BEARING 42•H 42'HIGH(WALL) REV REVISION(S),REVISED ^' Implementations- A. All walls a have Y;"gypsum and all catling tq lap�psurn ceiling board Unless BRK BRICK HB HOSE BIBB REINF ROOFORCED(WG) ELECTRICAL noted Otherwise. B.S. BOTH SIDES H.C. HOLLOW CPRE RFG ROOFING BSM7 BASEMENT Ho HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall STM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiblerglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE par local codes or specific soil conditions,whichever Ls more restrictive. BVL BEVELED How HARDWARE RM ROOM E1.1 MAIN FLOOR ELECTRICAL PLAN B.Yl, BOTH WAYS HOT HEIGHT R.O. ROUGHOPENING H.M. HOLLOW METAL R.O.W. RIGHTOFWAY 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAR CABINET HORZ HORIZONTAL R&S ROD AND SHELF(S) D. Soil test must be approved b Geo technical Engineer prior to footin pour. EM CATCH BASIN HR HOUR ry a PP Y 9 P g Po CEM CEMENT H.R. HALF HOUND(WINDOW) SC SOLID CURE(DOOR) DETAILS l �Q 9. DOORS&WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S BCH SCHEDULE rNi a4i CF CUBIC FOOT HTG HEATING l E. All concrete footings are designed to bear on minimum soil pressure of 3000 S.f.and CHAIR CHAMFER HVAC HEATINGNENTILATINGIAIR COND. SD SMOKE DETECTOR 0 L g g P P• SEC SECTION o o u_ shall be placed on firm,undisturbed soil 3'-6'minimum below grade. Contractor to A. All patio doors-o)perableleaf inside. C.I. CAST IRON HWO HARDWOOD(FLOORS) S.F. SQUAREFEEr ADA FOUNDATION & WALL SECTIONS ` `°ice reinforce concrete footings and poured concrete walls as required for spedfic soil conditions C.LP.CONC. CAST-IN-PLACE CONC. SF.GL. SAFETYGLASS a.c or local codes,whichever,is more restrictive. B. Door and window iinfiltration shall be in accordance with tical ordinance and shall meet CIA CIRCLE I.B. IRONING BOARD S.G.D. SLIDING GLASS DOOR 4 n performance stanaiardsANSI/AAMA10188for metalYrindovrsDHC40 for vinyl vrindov/s CIRC CIRCUMFERENCE E.D. INSIDE DIAMETER A0.2 ROOF SECTIONS 5H SINGLE HUNG ORSHELF(VING) v CJ. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF and the CRF shall{not be less than 55. s1LT (DRAWING)SHEEP �j CK CALK(ING)CAULKING) I.M. INSULATED METAL SHTHG SHEATHING A D.3 MISC DETAILS i2 Q CL CLOSET OR CENTER LINEINS 0R INSUL INSULATED(TION) SIM SIMILAR y q F. All concrete shall attain a 28 day compressive strength of 3,000 P.S.I. CLO CEILING INT INTERIOR SKL SKYLIGHT AD.4 MISC DETAILS o CLR CLEARANCE) SL SID ELIGHT OR SLEEVE (FLOOR OR ROOF) C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CLS CLOSURE OR CLOSER(DOOR) JST JOIST G. Provide minimum 4`concrete cover at under slab utility locations. when concrete glass doors and Iry windows as per local codes. CM CEN71ME7ER(S) JT JOINT SNC SEALANT SPC SPACER AD.5 MISC DETAILS I encasement of utility Imes is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRYUNIT SPEC SPECIFICATIONS utilities)Ines well below slab. C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKERS) D. Caulk at all sash,;sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN S.ST. STAINLESS STEEL 1' openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD Fl. Provide isolation Joint material(asphalt impregnated)between foundation walls and all slabs CONI CONCRETE KPL KICKPLATE(ON DOOR) STG OR STo STORAGE CONDENSERCOND (AG) including patio, porch and sidewalks. CONST CONSTRUGTION iU5 KNEE SPACE $TL STEEL LAM. LAMINATED 5TR STRUCTURAL �r 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS L ( ) SQ SQUARE CONTR CONTRACTOR LAV LAVATORY(SINK) SUS SUSPENDED { I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. CORK CORRUGATED L.B.O. LOCATION BY OTHERS S.W. 5HEAR WALL DIMENSIONA. All electrical and Fplumbing requirements shall comply with local building codes. All NOTE outdoor, CPR COPPER LIV LIVING bathroom and garage wall receptacles shall be provided with ground fault dreult protection. COR CPT CARPET ILL. LIVE LOAD T TREAD(AT STAIRS)OR TILE 4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSE(S) LP. LAMINATED PLASTIC T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CASTSTONE L.T. LAUNDRYTUB TO TERRA coTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber LVL shall revive the design values equal to or exceeding the C.T. CERAMICTIL6 LTL LINTEL. T.C.J. TROWELED CONTROLJOINT FACE OF STUD,UNLESS OTHERWISE NOTED. (LVL) p 9 q TR CENTER OR COUNTER following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CX CONNEXTION LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) C exterior. LVR LOUVER T&G TONGUE&GROOVE � 28°0 psi in Bending,Fb CY CUBIC YARD TEL TELEPHONE 285 psi in Horizontal Shear,Fv C. All sewer and wafter sleeves to ba depth and separation as par Intal code below adjacent D t2 D t2-DEEP n n In METER(S) THK THRESH LD ,v� MAX MAXIMUM I 2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER,OR DRAW MA MASONRY THR THRESHOLD I D6L DOUBLE 1AATL MATERIAL T.O.C. TOPpFGONCRETE l DECO DECORATIVE MC MEDIC INECABINEf T.O.F. 70POFFpUNDATgN B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending T.O.M. TOP OF MASONRY stress+875 p.s.i.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0"inside or outside of the building line unfesv noted DEM DEMOLISH,DEiAOL lrr10N MECH MECHANICAL T.O.W. TOP OF WINDOW otherwise. DEP DEPHESSED MFR. MANUFACTURER TR OR TAN TRANSOM(WINDOW) � DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER OF VARIES E. In all buildings a ccontinuous conduit shall be Installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLETOfl LOCATIONC. Unless otherwise noted,provided: DH DOUBLE HUNG MIR MIRROR remote water metAer reader at a location to be approved by the Water Department. The TYP TYPICAL 1. All trusses shall be securely braced bath during erection and after permanent installation in conduit shall be czapable of accepting a low voltage minimum 2 conductor cable supplied DDI DIAMETER ►Also MISCELLANEOUS a building in accordance with commentary and recommendations as published by the Truss and installed b thhe electrical contractor.The cable shall be copper and a minimum#18. DIM DEAD LOAD MLD MOULDING U r UC UNDINISHE DOOR) pu Y PPe D.L. DEAD LOA❑ MM MILLIMETER V UNF UNFINISHED Plate Institute. The Water departnment shall make the connections. DN DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP-PROOFING M.O. MASONRY pPENING UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. DR DOOR MOD MODULAR / V6 VANITYBASE 2. %'high density T&G,Plywood subflocr glued and nailed. Penal span rating shall be APA DRY DRYER MACHINE MAB MARBLE V V.B. VAPOR BARRIER 24/32, Exposure 1,with seated edges. Install per manufacturers'spacing and edge DS DRAWER T MTL METAL ve36 38'Wine vaNfiY BASF= recommendations. F. Water service sheall be 1"minimum from each exterior shut offValve. Drs DRAWER STACK(CABINET) MT MULLION(WG) VERT VERTICAL D.T. DRAIN-RLE MULL IAULLIONORMULlED VIN (SHEE7')VW`rl. DTL DETAIL V.S. VEGTABLESINK N/A NOT APPLICABLE U) fu DY! DISHWASHER V.T. VINYL TILE W 3• Y'underiayment(minimum)under vinyl or lila on wood frame neer systems. G. All shower head thefghts to be 60"AFF at fiberglass showers and 84'AFF at ceramic pW0 pRAVlING N.I-C. NOT IN CONTRACT showers. NL NAILABLE pYlR DRAWER `�( N13830 38"1^!X 30'hr WALL CAB NOTA NOMINAL Y V W WIDE OR WASHWGMACHINE 4. Min!%"high density O.S.B.wood roof sheathing wfth'H'clips.APA panel span rating shall C EA EACH N.T.S. NOT TOSCALE be 24/0,exposure 1,ylfth sealed edges.Install per manufacplrerS spacing and edge G EB EYEBROW(FLAT ARCH) N.G.V.D• NAT.GEODETICVERTIGALDATOM WC WATER CLOSET recommendations. IMPORTANT NOTE: E.F. EXPANSI4NJOINT WD wQQD OA OVERALL WF WIDE FLANGE(STEEL BEAM) OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ONCENTER W.H. WALLHUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SU P E RC E D E ALL NOTES E E P ELECTR C(AL)PANEL O.O,DAB. O OUTSIDE DI A DIAMINETETER IRI WROUGHT IRON , O.D. OUTSIDE DIAIAEfER VlIC WALK-IN CLOSET designs prepared under the supervision of a registered professional engineer. EO EQUAL REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE P.G.D. OVERHEADGARA¢EDOOR WIN WINDOW OH OVERHEAD W/W/O WITH oR WHHQIIf I PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EEXG EXSTINGCWATER COOLER OPNG OPENING WP WATERPROOF( PPT OPTIONAL W.R. WATER RESISTANT ATER E. Roof trusses manufacturer shall submit 2setsofsealed shop drawings tobuilder for CLARIFY CONFLICTING INFORMATION. EX" EXHAUST OSS ORIENIED5rE1ANDBOARD W.S. WAINSCOT approval of roof trusses and beams EXT EXTERIOR ATTIC VENT CALCULATION W5CT WAWSGQT W.T.W. WALL Tp WALL YM/M WELDED WIRE MESH F. Mins exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panels and cedar siding.See elevations for locations. r i n w concrete and for 2x4 mud SWIV0113OLS FORMULA: G. Pllessure treated lumber to be used where wood is n contact wit 1 SQUARE INCH VENT FOR EVERY 300 SWARE 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 PLYWOOD BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.)i ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN,)/300 = SQ. IN. OF VENT REQUIRED SHEET NUMBERSAND OR GRAVEL FILL ® INSULATING SHEATHING ' SQ. IN. OF VENT REQUIRED/2 -50°/D AT RIDGE & 50°/D AT EAVES WOOD STUD PARTITION ® BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 RIGID INSULATION UNLESS OTHERWISE NOTED ® BRICK WATER CLOSET '� a ANGLE AREA TABULATION 14 u CONCRETE BLOCK L n CENTERLINE ••••� Ll `��, w CONCRETE TUB/SHOWER MAIN FLOOR PLAN 1527 SQ.FT. l Hs HOSE BIBB (FREEZE PROOF) `-�-w - U STONE SECOND FLOOR 670 SQFT. . m f. �— GAS LINE STUB TOTAL A/C AREA 2197 SQ.FT. .-.0 o�Ir LAVATORY C3C) O i;.;. >i ;, x �, ® STEELCS FRONT PORCH 93 SQ.FT. i a.LL a. d PENNY DIMENSIONAL LUMBER DOUBLE SINK LANAI 92 SQ.FT. PERPENDICULAR GARAGE 388 SQ.FT. JOB NO. � ❑❑ � 04-Bt-0024 y --1 - R PLATE � BLOCKING SINGLE CNK TOTAL AREA 2770 SQ.FT. Pine Key ROUND OR DIAMETER FINISH GRADE WOOD O SHEET TITLE SHEET GENERAL NOTES A1 . 1 Wo POAOLM laAe-1 r . o rLi t m Kolke esm'g R idence ! w c i Nbb I LLS U V [l E A Jacksonville Q h 4 d LL1 BESTCON Homes L rins. � 1 .......... 1 = V)) r 1 N N N QU �N D �MU, � O� �m CQ b � ` �N � ro� L O I LM Iv w 4,y Cp r_ oil C, Baa I i U)IIi UM)f L L Ntl®1 �0 [Lit I i i V I --v ®EC 20 2004 4 .0 -C Ti T U CD s. CD �, o a copy � Tco CD � o � �N bvao PITY OF ��TLANTIC BEACH ,r bull. I 0 a U-a q JOB N4. 04-61-0024 Pine Key A P P R O V a U �. SHEET TITLE SHEET CITY n�' ATL4NT�C BVCH COVER SHEET � FIS Ao.o 4 Lcu� r . o rLi t m Kolke esm'g R idence ! w c i Nbb I LLS U V [l E A Jacksonville Q h 4 d LL1 BESTCON Homes L rins. � 1 .......... 1 = V)) r 1 N N N QU �N D �MU, � O� �m CQ b � ` �N � ro� L O I LM Iv w 4,y Cp r_ oil C, Baa I i U)IIi UM)f L L Ntl®1 �0 [Lit I i i V I --v ®EC 20 2004 4 .0 -C Ti T U CD s. CD �, o a copy � Tco CD � o � �N bvao PITY OF ��TLANTIC BEACH ,r bull. I 0 a U-a q JOB N4. 04-61-0024 Pine Key A P P R O V a U �. SHEET TITLE SHEET CITY n�' ATL4NT�C BVCH COVER SHEET � FIS Ao.o 4 Lcu� r S-E2 V, � c � .sa 0a2.E Periods only used on one word abbreviations, if the abbreviation is a different word b itself; e. . ARCH. BIT. and LAM. 8 4D ABBREVIATIONS Y g p y SHEET INDEX4 � � a _ � N , GENERAL N Periods are usual) used when abbreviatin multi le 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 n 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P P.BD. PARTICLE BOARD Ordinances,and Regulations and all other author-Ales having Jurisdiction. ArC AIR CONDITIONING F.B-O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE ARCHITECTURAL A. Vapor Barrier shalll be applied on all exterior walls. Instal)as r manufacturer's ACO ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL P PP per AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PEALMEfER A.D. AREA DRAIN F.G. FIXEDGLASS PKG PARKING 2. Minimum Design Loads: B. Install#15(min.)folt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) AO.O COVER SHEET FLOOR: 40 P.S-F•Live Load ADH ADHESIVE FIN FINISH RLAM. PLASTIC LAMINATE 10 P.S.F.Dead Load C. Nails only to be usmd for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER N No staples allowed. AGR AGGREGATE FLA FLOOR(LNG) PNL PANEL A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND a A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(UGHT) PNT PAINT(ED) GENERAL NOTES ALUM ALUMINUM FND Fpl1NDA710N PREFAB PREFABRICATED ROOF: 40 P.S.F.Live Load ALT ALTERNATE FN FENCE 10 P.S.F.Dead Load D. Flash all roof to wall conditions. PR PAIR( nnin. .27 gauge aluminum with baked enamel finish. Downspout to be 4' A.P. ACCESS PANEL F.O. FACEOF PSF POUNDS PER SQUARE FOOT Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5" ( ) g g Pc APX APPROXIMATE FP FIRE PROOFPSI POUZ) 8 Engineering for all structural details,specifications,and notes. .20 gauge alurninuim with baked enamel finish. ARCH. ARCHITECT(URAL) FPHp FIRE PROOF HOSE BIBS P7N PARTITION TRIpN SQUARE � � A5PH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) LAYOUTS A.T. ASPHALTTiLE FR FRAME(D)(ING) PV PAVE(D)OR PAVING L 3. CONCRETE 6. INSULATION AUTO. AUTOMATIC FS FULLS¢E PVC POLYVINYL CHLORIDE(PIPE) r� AVG AVERAGE FTG FUPVMT PAVEMENT A2.0 FOUNDATION PLAN AWNG AYMWG FUR FURREDRRED(ING) PWD PLYWOOD A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min..)batt insulation in all exterior walls and R-19(minimum)blown insUlat)on A2.1 MAIN FLOOR PLAN l each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior or to unheated B 636 36'BD BOARD G.B. GYPSUM(WALL)BOARD WIDE BASE CAB. G GA GAUGE Q.T. OUARRYTILE 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. structure or gas mitigation due to these occurrences. R-'l i batts at firepllace chase walls and under Fireplace unit BF BITUMIN(DOOR) G.C. GENERAL CONTRACTOR R R RISER(ON STAIRS) A2.2 ROOF PLAN ,r P BIT, BITUMINOUS GD GRADE OR GRADING _ �'`^- � ■ 13LKG BLOCKING G.D.O. GARAGE:DOOR OPENER R.B. RUBBERBASEI �w. A BLDG BUILDING ON GROUND FAULT INTERRUPTER A2.3 FRONT & RIGHT ELEVATIONS RAD RADIUS BILK PLUCK(CHUB) GL GLASS OR r:!a7iNGFIRL B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCKING GLBK. GLASS BLOCK H-0 RUBBLE W A2.4 REAR & LEFT ELEVATIONS flA. HOOP DRAIN and structural designs due to inadequgte soils or landfill occurences shall be the BIA BEAM G.I. GALVANIZED IRON REFR REFRIGERATOR d r� responsibility of the"Builder-Developer or itsubcontractors involved with the design and 7 DRYWALL B.M. BENCH MARK Gr GROUT REQ REOWRED A2.5 INTERIOR ELEVATIONS _ V ) installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT BAG BEARING 42•H 42'HIGH(WALL) REV REVISION(S),REVISED ^' Implementations- A. All walls a have Y;"gypsum and all catling tq lap�psurn ceiling board Unless BRK BRICK HB HOSE BIBB REINF ROOFORCED(WG) ELECTRICAL noted Otherwise. B.S. BOTH SIDES H.C. HOLLOW CPRE RFG ROOFING BSM7 BASEMENT Ho HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall STM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiblerglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE par local codes or specific soil conditions,whichever Ls more restrictive. BVL BEVELED How HARDWARE RM ROOM E1.1 MAIN FLOOR ELECTRICAL PLAN B.Yl, BOTH WAYS HOT HEIGHT R.O. ROUGHOPENING H.M. HOLLOW METAL R.O.W. RIGHTOFWAY 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAR CABINET HORZ HORIZONTAL R&S ROD AND SHELF(S) D. Soil test must be approved b Geo technical Engineer prior to footin pour. EM CATCH BASIN HR HOUR ry a PP Y 9 P g Po CEM CEMENT H.R. HALF HOUND(WINDOW) SC SOLID CURE(DOOR) DETAILS l �Q 9. DOORS&WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S BCH SCHEDULE rNi a4i CF CUBIC FOOT HTG HEATING l E. All concrete footings are designed to bear on minimum soil pressure of 3000 S.f.and CHAIR CHAMFER HVAC HEATINGNENTILATINGIAIR COND. SD SMOKE DETECTOR 0 L g g P P• SEC SECTION o o u_ shall be placed on firm,undisturbed soil 3'-6'minimum below grade. Contractor to A. All patio doors-o)perableleaf inside. C.I. CAST IRON HWO HARDWOOD(FLOORS) S.F. SQUAREFEEr ADA FOUNDATION & WALL SECTIONS ` `°ice reinforce concrete footings and poured concrete walls as required for spedfic soil conditions C.LP.CONC. CAST-IN-PLACE CONC. SF.GL. SAFETYGLASS a.c or local codes,whichever,is more restrictive. B. Door and window iinfiltration shall be in accordance with tical ordinance and shall meet CIA CIRCLE I.B. IRONING BOARD S.G.D. SLIDING GLASS DOOR 4 n performance stanaiardsANSI/AAMA10188for metalYrindovrsDHC40 for vinyl vrindov/s CIRC CIRCUMFERENCE E.D. INSIDE DIAMETER A0.2 ROOF SECTIONS 5H SINGLE HUNG ORSHELF(VING) v CJ. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF and the CRF shall{not be less than 55. s1LT (DRAWING)SHEEP �j CK CALK(ING)CAULKING) I.M. INSULATED METAL SHTHG SHEATHING A D.3 MISC DETAILS i2 Q CL CLOSET OR CENTER LINEINS 0R INSUL INSULATED(TION) SIM SIMILAR y q F. All concrete shall attain a 28 day compressive strength of 3,000 P.S.I. CLO CEILING INT INTERIOR SKL SKYLIGHT AD.4 MISC DETAILS o CLR CLEARANCE) SL SID ELIGHT OR SLEEVE (FLOOR OR ROOF) C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CLS CLOSURE OR CLOSER(DOOR) JST JOIST G. Provide minimum 4`concrete cover at under slab utility locations. when concrete glass doors and Iry windows as per local codes. CM CEN71ME7ER(S) JT JOINT SNC SEALANT SPC SPACER AD.5 MISC DETAILS I encasement of utility Imes is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRYUNIT SPEC SPECIFICATIONS utilities)Ines well below slab. C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKERS) D. Caulk at all sash,;sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN S.ST. STAINLESS STEEL 1' openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD Fl. Provide isolation Joint material(asphalt impregnated)between foundation walls and all slabs CONI CONCRETE KPL KICKPLATE(ON DOOR) STG OR STo STORAGE CONDENSERCOND (AG) including patio, porch and sidewalks. CONST CONSTRUGTION iU5 KNEE SPACE $TL STEEL LAM. LAMINATED 5TR STRUCTURAL �r 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS L ( ) SQ SQUARE CONTR CONTRACTOR LAV LAVATORY(SINK) SUS SUSPENDED { I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. CORK CORRUGATED L.B.O. LOCATION BY OTHERS S.W. 5HEAR WALL DIMENSIONA. All electrical and Fplumbing requirements shall comply with local building codes. All NOTE outdoor, CPR COPPER LIV LIVING bathroom and garage wall receptacles shall be provided with ground fault dreult protection. COR CPT CARPET ILL. LIVE LOAD T TREAD(AT STAIRS)OR TILE 4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSE(S) LP. LAMINATED PLASTIC T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CASTSTONE L.T. LAUNDRYTUB TO TERRA coTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber LVL shall revive the design values equal to or exceeding the C.T. CERAMICTIL6 LTL LINTEL. T.C.J. TROWELED CONTROLJOINT FACE OF STUD,UNLESS OTHERWISE NOTED. (LVL) p 9 q TR CENTER OR COUNTER following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CX CONNEXTION LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) C exterior. LVR LOUVER T&G TONGUE&GROOVE � 28°0 psi in Bending,Fb CY CUBIC YARD TEL TELEPHONE 285 psi in Horizontal Shear,Fv C. All sewer and wafter sleeves to ba depth and separation as par Intal code below adjacent D t2 D t2-DEEP n n In METER(S) THK THRESH LD ,v� MAX MAXIMUM I 2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER,OR DRAW MA MASONRY THR THRESHOLD I D6L DOUBLE 1AATL MATERIAL T.O.C. TOPpFGONCRETE l DECO DECORATIVE MC MEDIC INECABINEf T.O.F. 70POFFpUNDATgN B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending T.O.M. TOP OF MASONRY stress+875 p.s.i.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0"inside or outside of the building line unfesv noted DEM DEMOLISH,DEiAOL lrr10N MECH MECHANICAL T.O.W. TOP OF WINDOW otherwise. DEP DEPHESSED MFR. MANUFACTURER TR OR TAN TRANSOM(WINDOW) � DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER OF VARIES E. In all buildings a ccontinuous conduit shall be Installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLETOfl LOCATIONC. Unless otherwise noted,provided: DH DOUBLE HUNG MIR MIRROR remote water metAer reader at a location to be approved by the Water Department. The TYP TYPICAL 1. All trusses shall be securely braced bath during erection and after permanent installation in conduit shall be czapable of accepting a low voltage minimum 2 conductor cable supplied DDI DIAMETER ►Also MISCELLANEOUS a building in accordance with commentary and recommendations as published by the Truss and installed b thhe electrical contractor.The cable shall be copper and a minimum#18. DIM DEAD LOAD MLD MOULDING U r UC UNDINISHE DOOR) pu Y PPe D.L. DEAD LOA❑ MM MILLIMETER V UNF UNFINISHED Plate Institute. The Water departnment shall make the connections. DN DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP-PROOFING M.O. MASONRY pPENING UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. DR DOOR MOD MODULAR / V6 VANITYBASE 2. %'high density T&G,Plywood subflocr glued and nailed. Penal span rating shall be APA DRY DRYER MACHINE MAB MARBLE V V.B. VAPOR BARRIER 24/32, Exposure 1,with seated edges. Install per manufacturers'spacing and edge DS DRAWER T MTL METAL ve36 38'Wine vaNfiY BASF= recommendations. F. Water service sheall be 1"minimum from each exterior shut offValve. Drs DRAWER STACK(CABINET) MT MULLION(WG) VERT VERTICAL D.T. DRAIN-RLE MULL IAULLIONORMULlED VIN (SHEE7')VW`rl. DTL DETAIL V.S. VEGTABLESINK N/A NOT APPLICABLE U) fu DY! DISHWASHER V.T. VINYL TILE W 3• Y'underiayment(minimum)under vinyl or lila on wood frame neer systems. G. All shower head thefghts to be 60"AFF at fiberglass showers and 84'AFF at ceramic pW0 pRAVlING N.I-C. NOT IN CONTRACT showers. NL NAILABLE pYlR DRAWER `�( N13830 38"1^!X 30'hr WALL CAB NOTA NOMINAL Y V W WIDE OR WASHWGMACHINE 4. Min!%"high density O.S.B.wood roof sheathing wfth'H'clips.APA panel span rating shall C EA EACH N.T.S. NOT TOSCALE be 24/0,exposure 1,ylfth sealed edges.Install per manufacplrerS spacing and edge G EB EYEBROW(FLAT ARCH) N.G.V.D• NAT.GEODETICVERTIGALDATOM WC WATER CLOSET recommendations. IMPORTANT NOTE: E.F. EXPANSI4NJOINT WD wQQD OA OVERALL WF WIDE FLANGE(STEEL BEAM) OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ONCENTER W.H. WALLHUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SU P E RC E D E ALL NOTES E E P ELECTR C(AL)PANEL O.O,DAB. O OUTSIDE DI A DIAMINETETER IRI WROUGHT IRON , O.D. OUTSIDE DIAIAEfER VlIC WALK-IN CLOSET designs prepared under the supervision of a registered professional engineer. EO EQUAL REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE P.G.D. OVERHEADGARA¢EDOOR WIN WINDOW OH OVERHEAD W/W/O WITH oR WHHQIIf I PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EEXG EXSTINGCWATER COOLER OPNG OPENING WP WATERPROOF( PPT OPTIONAL W.R. WATER RESISTANT ATER E. Roof trusses manufacturer shall submit 2setsofsealed shop drawings tobuilder for CLARIFY CONFLICTING INFORMATION. EX" EXHAUST OSS ORIENIED5rE1ANDBOARD W.S. WAINSCOT approval of roof trusses and beams EXT EXTERIOR ATTIC VENT CALCULATION W5CT WAWSGQT W.T.W. WALL Tp WALL YM/M WELDED WIRE MESH F. Mins exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panels and cedar siding.See elevations for locations. r i n w concrete and for 2x4 mud SWIV0113OLS FORMULA: G. Pllessure treated lumber to be used where wood is n contact wit 1 SQUARE INCH VENT FOR EVERY 300 SWARE 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 PLYWOOD BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.)i ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN,)/300 = SQ. IN. OF VENT REQUIRED SHEET NUMBERSAND OR GRAVEL FILL ® INSULATING SHEATHING ' SQ. IN. OF VENT REQUIRED/2 -50°/D AT RIDGE & 50°/D AT EAVES WOOD STUD PARTITION ® BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 RIGID INSULATION UNLESS OTHERWISE NOTED ® BRICK WATER CLOSET '� a ANGLE AREA TABULATION 14 u CONCRETE BLOCK L n CENTERLINE ••••� Ll `��, w CONCRETE TUB/SHOWER MAIN FLOOR PLAN 1527 SQ.FT. l Hs HOSE BIBB (FREEZE PROOF) `-�-w - U STONE SECOND FLOOR 670 SQFT. . m f. �— GAS LINE STUB TOTAL A/C AREA 2197 SQ.FT. .-.0 o�Ir LAVATORY C3C) O i;.;. >i ;, x �, ® STEELCS FRONT PORCH 93 SQ.FT. i a.LL a. d PENNY DIMENSIONAL LUMBER DOUBLE SINK LANAI 92 SQ.FT. PERPENDICULAR GARAGE 388 SQ.FT. JOB NO. � ❑❑ � 04-Bt-0024 y --1 - R PLATE � BLOCKING SINGLE CNK TOTAL AREA 2770 SQ.FT. Pine Key ROUND OR DIAMETER FINISH GRADE WOOD O SHEET TITLE SHEET GENERAL NOTES A1 . 1 Wo POAOLM laAe-1 FOUNDATION NOTES [NOTE-FOUNDATION] E b rNyy �= 1. STRUCTURAL FOUNDATION PLANS SHALL BE N BY OTHERS. SEE STRUCTURAL ENGINEERING C FOR ALL STRUCTURAL DETAILS AND NOTES. N ro 2. SLOPE GARAGE FLOOR 1/8" PER FOOT TO A g OVERHEAD GARAGE DOOR OPENING. 3. 4" CONCRETE SLAB w/ 6"x6"x1O"/10" W.W.M. a s OVER 6 MIL VAPOR BARRIER OVER CLEAN o m1- 1 WELL; COMPACTED (MIN. 3000 P.S.I.) e LL - S g -8 TERMITE TREATED FILL. (3000 P.S.I.) - FIBERMIX OPT. 4. CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CONV. FRAMING 67'-0" PLAN. 63-0' 20'-3y' 9'-10Y2 5. SUPPLY SEPARATE CONDUITS TO ANY 9'-10" 3'-0" 18'-0" ISLANDS FOR GAS AND ELECTRIC. o 6. CONFIRM ALL FLOOR OUTLET LOCATIONS N WITH BUILDER AND/OR HOMEOWNER PRIOR TO SLAB POUR. 7. GENERAL CONTRACTOR TO PROVIDE SLAB o 8 CONTROL JOINTS EVERY 400 SQ. FT. on1 L SHOWER 4 ...A.� ADA — — — — —— — — — — —— — — — — — ——— — — — ——— —————— ———— —-- ZZ C P4 5 I I 1 4 I < �I Im SoJ I 1 4- I e F4 I I " T-) ;� 0 BATH i H- -{ I I N 4 _j � ' " -- V)f I I I I I I 'qL ,» w ;r,LLL I I 9 I I 200 p' -5 3-1/2" RECESS i i I - SLOPE 2" _ C)AD.1 I FOE7 SHOWER �I I I I I VERIFY INTERIOR BEARING WALLS �,�'� o m a I I I uj WITH TRUSS ENGINEERING � I C� ^ I .N I o I STEP 11 �m N II ( AD.1 rd w ?, 1 6 -0 I NOTE: ALL ANGLES ARE 45 DEC. I I I > I I UNLESS NOTED OTHERWISE. 4 O L I °' I ( --— —_ � I -0'- 0" FIN. FLR 2--1 QY2„ 8'_8/" 5'-8' I 13'---8" 18'-0" I �a — M o I I I 10'--9 " \ I o I I I i 2 I I I I C ---- ------ -------�� \ I rn Lo r- x I I I z I ( I Z3112" CONC. SLAB w/ I IIFI I I ( 6x6 NO. 10 WWM OR FIBERMESH. / REINF OVER VAPOR BARRIER — — =' / I I 4° I I I OVER CLEAN COMPACTED I I TREATED FILL / I I 1 N I I "' i STEPS TO GRADE AS REQ'D BY CODE - - " I �, I � �► i i I I � I � a Q I I I I SLOPE V I I J I fo -t-I 4" CONC.. PAD FOR A/C CD 3 Ap.1 24'--0" 22,_011 5-0" 46'-0" 7'--0" 14'-0" 67'-0" .0 FOUNDATION SCALE: 1/4"=l'-O" E ;X= 19 6d i� B D uz. d )� � a O m .-i A.` 0-1� * JOB NO. 0461-0024 Pine Key SHEET-MLE SHEET FOUNDATION A 2 .0 L MAIN FLOOR NOTES OPT DOOR NOTE-FLOOR 16 °' ti w/42"X42" 6 a =co,o 1. WINDOW GRILLS ARE STANDARD IN FRONT g CONC.PAD r ^^^^^ AND SIDE ELEVATIONS AND REAR r � ELEVATION TO BE CLEAR GLASS. `-" 42 x 42 oroga@tea FOR OPT.D I i ``, I 12. ALL UNDIMENSIONED PARTITIONS VENT TO ( SHOWER I jl �� I 1 ARE 3 1/2" ROUGH. o SH3060 @ SH3060 @ 4'X 4'-8"GLS EXTERIOR SH3030 @ III �, I 13. ALL ANGLED PARTITIONS ARE 45 N £1 p 8 x 8 FRAMED COL, E 90"AFF 90'AFF BLKS @ 90"AFF 90"AFF I I I I I co ' � ro E a-u-E N I I i 8'-1 118"PLT. HB I DEGREES UNLESS OTHERWISE NOTED. a . - 9 v 4. PROVIDE MINIMUM 2-2x12's w/ 1/2" — — — PLYWOOD FLITCH PLATE AT ALL EXTERIOR DBL RJS - { I I IW VENTED WIRE -------------- � Wl e II / � SHELVING WH• � WALL OPENINGS AND INTERIOR BEARING HO +� WALL OPENINGS UNLESS OTHERWISE NOTED. l EN OS WIPBATH N-�ANDRY ROOM \ 15. 3-2x4's MIN. AT EACH END OF ALL BEAMS 1 j AND GIRDER TRUSSES UNLESS OTHERWISE 4068 DBL 2068 J, 11 I 19'-06 CLG. \\ BYPASS NOTED. ALL SUCH CONCENTRATED LOADS I 1 3068 11 28 8 OOR KNEE WALL 11 I D1SP I 2868 = \\ SHALL BE TRANSFERRED TO FOUNDATION 1 SQ.OPG.I I PK @40.5" LL. _ PKT ¢ \ ! VIA BEAMS, POSTS AND/OR SOLID Q I 1 1 22112"x54'ATTIC BLOCKING. 2068 9'-D" CLG. PEDESTAL i i ACCESS \\ 16. ALL EXTERIOR DIMENSIONS ARE TO FACE Lanai pSINK i i \ 1 OF STUDS UNLESS OTHERWISE NOTED. W 8 ICD 2868 �--- J 2 CAR GARAGE \ i 7_ ALL TRUSSES TO BEAR ON EXTERIOR t 1 9'-0" CLG. MASTER SUITE I I TH #2 PKT ' ' " \ WALLS AND/OR GIRDER TRUSSES UNLESS PLANT SHELF (-�--�j u, 11 �I 8-0 CLG. I 9-0' CLG. 1 I �� \ r; OTHERWISE NOTED ON FOUNDATION PLAN. „ i .DIS 9_0J10 a 1 9-0 CLC. hL. .—II� I 1 � 1 \ � ! 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 1 i i (D t lug J1� HANGERS & SET SPACING FOR ALL = I / x I TRUSSES. L — °~- I I1/ I ZD 19. WINDOW SUPPLIER TO VERIFY AT LEAST V) I I 1 o ONE WINDOW IN ALL BEDROOMS TO HAVE �a I I 2868 A CLEAR EGRESS OPENING OF 5.7 SQ. FT. UP 17R // WITH MIN. DIMENSION OF 24" IN HEIGHT AND V. 1=0 I I @ 4" / 20" IN WIDTH; SILL HEIGHT NOT GREATER _ .. ;28681-L m i SHOE i / ! THAN 44" ABOVE FLOOR. v / 10. BALLOON FRAME ALL EXTERIOR WALLS (ABOVE 8'-1") TO UNDERSIDE OF ROOF / SHEATHING --- PROVIDE FIRE STOPPING ~` / EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". TOP @ 100^ v' 11 SALL PACED E SUCH THAT A4" SPHERE CANNOT Foyer PASS BETWEEN BALUSTERS. 12. ALL ELECTRICAL AND MECHANICAL OHC w VAULTED CLG Q1°g n 36"PANTRY 81-11/8,PLT. EQUIPMENT & METERS ARE SUBJECT TO " RELOCATION DUE TO FIELD CONDITIONS; N 0 484 BASE 121 BC CABINET I 1 L y 1 CONTRACTOR TO VERIFY. N U.) PLANT SHELF 3668 DBL PKT 13.I FOR ADDITIONAL NOTES SEE GENERAL 5 100' — — 3068 SC w! 1 ; NOTES 14- TYPICAL OWINDOW HEAD N TITLE T EIGHTASHALL BE m KITCHEN CI 12"SL I 96' ABOVE FINISH FLOOR (U.N.O.). I a t6WI VAULTED CLG. 2X6 BOXED 15. WINDOW MANUFACTURER TO TEMPER ALL I �/ p/� ' ' FRONT PORCH 1 WINDOWS 2 WITHIN DOORS, OVER TUB & a LIVING ROOM i I I TO CEILING STEPS TO GRADE SHOWERS 7 WINDOWS WITHIN 18" OF THE o w f VAULTED CLG. ; o -------__-r,_, VAULTED CLO AS REQUIRED BY FINISHED FLOOR. o c oCo � 1 , I 1 1 I I CODE a s 53 o i i SINK RLN 48"BC ' i I to Q I CD �' i i ° 1 DISP c::) I 1 ' 34.5"KNEEWALL 40.5'h WALL w/ ;l "`^i NOOK 15"BAR TOP Ixl 24"D. VAULTED CLG. 1 o ¢ IM I -)w RANGE W1 CD m M CROHOOD C9 ¢ 1 L I I U) I I t �II 36*- - I I - BCI I 10x10 FRAMED COL. i-- - -- J~ rJ �---- --� — — — —— — OFFSET 1"FROM PORCH EDGE I I HB 3060,9H @ 3060 SH @ BLKS @ 54" i 84"AFF 84'AFF AFF (m 3050 SH @ 84" 2030SH @ AFF 84"AFF ------------------------------------------- _ ^_T I 30"TUB! 20680 SHOWER IF F ; STUDY/BEDROOM OPT. BATH #3 a� BEDROOM #2 CATHEDRAL CLG VAULTED CLG. N CATHEDRAL CLG. cl BEDROOM #4 D15 LINEN CATHEDIRAL CLG I j `� 5 5H �, 1 -moo —� — 'I ar _ _ _ _ - - -- - - - - - _.-. — -. - - - - - - _ _ �- - - - - - - - - o u Q ' - - - - L J — Nu' I ./'� j 4=J C7 CD 12X12 FLAT I ; r �1 FOR CLG FAN i 11 2668 42"KNEE WALL I I I OPT.2668 --�/ (2)206 �----J BALL CATCH 1; 2668 i I I I 42"KNEE WALL -RlS ---_-- ___-_____�� ----------------- 1 12"BOX DOWN �! HEADER ty I u n I { R ii 1 ■no � 11 I -- i 11 II 1 os 'I ter^ II 1 AREA TABULATION ci ' MAIN FLOUR PLAN 1527 S r: 0 11 ; Q o .FT. 11 q U- 0., SECOND FLOOR 670 SQ.FT. TOTAL A/C AREA 2197 SQ.FT. • JOB N0. 04-BI-0024 1 II FRONT PORCH 93 SQ.FT. Pine Kr,.:;y LANAI 92 SQ.FT. GARAGE 388 SQ.FT. sHEr=r-rrrL>~ sHEEr MAIN FLOOR PLAN . n I I IL -__-------_-_--__----___.�_____-_--------------------- TOTAL AR z Q 2. 1 L .� 7� r i r 67'-0" e r o _ 6'-01" 14'-2" 4, 5Y11 5'-5" 9^5, 21 51 _ 2 'N c o a �'_ g Vi C N.� � N 2'-5" 9'-7" 2'-2" 1 11 3' S 2 41_511 0 � U• 'C 2'-11" 2'-6" 7 1 2—h — ��� 13—7" o Q } 1 n Q n m m M r C qN 'CJ O V d rc L] 1 II \ I 101-11181,PLTJ MS I I i CO o CD I in Q J I I 4'-5/r�ice I Ff+sr,a 0 �� L �- � r 6'- 01" 04 2'-11" Cl a 2'-0Y2 6'--311 1'— Y2 4'-3" 0 „ 14'_2 '-0 _ 2 I I I NNS Ln 21-7)/2l1 Joss, 31-0" 9l-5,! b'` j v . >> � o LT 0 c N L, 1 L-- ---_-._y M `0 Q ro>� I i17 c) c I a a t• t I I I I I I 101^1!1 z II rn 1 1 I FIL ------- In,---- .._,—LI I Bill HB 9'-41/8"PLT 41-0" o`,k • 1� i 171611 3,-411 31-2/1 7,_911 14'-2 11 51-0" 21-011 r 24'-0" i 241_4" 22'-0" T--O" 14,_4" 6T-o" 51'-5%" 11'-1�2 2'-6" 9'-5n 281_51! 1 6'-8" 2'-2" 1'--10" 5'—5)/2" 18'-11%' _____------ 1 Q 21-611 I � � in I von 0 I I I U r 0 "N I c C I I co 'T rn T `N, /iii N I I 2 I I I ij a' I r7 I i ian L I ! C+ n 1 I I I I F, } .} Q 0a I � 6'-0" 3'_511 'c� i 71) I N 1 AREA TABULATION C) �����---------------- -------- -- - ------ 1 i9 co 0 U c MAIN FLOOR PLAN 1527 SQ.FT. } ` ```-.` 3'-0" 7'_1" ; SECOND FLOOR 670 SQ.FT. .a 13'-7y11 23,411 12'-0" 21_6„ ' TOTAL A/C AREA 2197 SQ.FT. • JOB NO. 04-B1.0024 ~ 5,'-5y" -------------------------------j FRONT PORCH 93 SQ.FT. pine Key LANAI 92 SQ.FT. I t , GARAGE 388 SQ.FT. SHEEP TITLE~ SHEET t j SECOND FLOOR _ TOTAL AREA 2770 SQ.FT. PLAN A2.2 I L .� r� o aE ;G o J2 L N CJ c= F oCJ� �� 6j �� •offp � O N 0 o E T $ N i 4 N Q i �@aa 3yhY$.; qCD W r be m N z � O AD.2 AD.2 75 c � m n j v b m °' I Tr a j_- cu ccu I 1 I 1 4 r w fl d I I c � I a �V AD.2 co I o I j7 � RIDGE I AD.2 RIDGE RIDGE I j ICU I AD.2 Z2 O ' I 1 �I AD.2 i 25'-9%" 1 1 i , 1 i � 2' 'SKYLIGHT I ------------------ i ' I I 1 I ► ! I I i 2 1 to i AD.2 1 I cy O I 1 � I I I a I i { I I I I j � I = I 1 � I 1 1 qLo N 1 I 1 � I I O ' I 1 I 1 1 1 1 1 1 1 I I I L---------------------------------------------------------- -��--------- --...-----------------"----_._-_.------------_-----.__...._.....-------......_.,���_.---� 2 � ti Q !) Ftp 0 " O O b ,,5�. .yw-• _ 4Com] co 47� m y n JOB No. 01-BI-0024 Pine Key SHEET TrrLE SHEET ROOF LAYOUT A2.3 L EXTERIOR 0 z � wa,a� f3 ELEVATION NOTES .�� o U O f N 1 o [NnTE_ExTELEv] 12 n J. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. p 2 U BUILDER SHALL VERIFY AND COORDINATE n 2 .9 a PER ACTUAL SITE CONDITIONS. s 2. PROVIDE ROOF AND SOFFIT VENTS AS � q io S a E • REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS, 9'-1-1/PLT. 4 N O ti s 4" FRIEZE (TYP) u i i i SHINGLES - I ARC 0'-0" FIN. FL _ 'r" "ate cy, y Am i. Y.' m 1/8" PLT. ° 8'-1 1 8" PLT. a ' LAP SIDING " FRIEZE (TYP) � x to 4" TRIM (TYP) i ILI ,� .. �I N N O Como, a o w 0'-0" FIN. FL 0'-0" FIN Lm cl � N r G7 as G a d FRONT ELEVATION- SCALE: 1/4!'=l'-0" i 12 • i y I r —1 za� P U-0, 4" FRIEZE (TYP) 4" TRIM (TYP) 0'-0" FIN. FL ASPHALT SHINGLES _8'-1 1 8" PLT. co LAP SIDING L a t Q 4" TRIM (TYP) ko CD CD 0'-0" FIN. FL _ 0'--0" FIN. ce ,y B .-•1 I � N . 4 q GRADE GRADE r� • ]OB NO. 0-1-Bl-W24 RIGHT ELEVATION- Pirie Key SCALE: 1/4"=1'-0" SHEET TITLE SHEET FRONT&RIGHT -• ELEVATIONS A2.4 R L i i i r EXTERIOR �, � � j ELEVATION NOTES o _ p C] t [NOTE-EXTELEV] .G I. GRADE CONDITIONS MAY VARY FOR m-B .q 1 INDIVIDUAL SITE FROM THAT SHOWN, 0 b o BUILDER SHALL VERIFY AND COORDINATE4 o I PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS ASB e a j REQUIRED BY CODE AND MANUFACTURERS m SPECIFICATIONS. 8gon aq 6 i i 12 6� 0 -1 " PLT. � o � CD W 12 ! _ 6 L od i Lj 19; j ` .• R 4" FRIEZE (TYP) LAP SIDING U. ---_ p 4" FRIEZE (TYP) co '> i �"S rn "u mrn 1 q.p Lld 4" TRIM (TYP) 4" TRIM (TYP) I �� 0'-0" FIN. FL 0'-0" FIN. FL r ro v b � C � O GRADE GRADE Iras REAR ELEVATION- SCALE: 1/4"4-0" { wo 12 4mJ ASPHALT SHINGLES l 9'_1 1/8" PLT. 4" FRIEZE (TYP) ----- — — 4" FRIEZE (TYP) LAP SIDING L 4 rlII _'Aj 4 TRIM (TYP) -._ (TYP) " TRIM TYP 0 �. N 0'-0" 1/ F 0'-0" FIN. FL ;' f .�F^ C3 GRADE GRADE �a Ma ■ JOB NO. 0481-0024 LEFT ELEVATION- SCALE: 1/4"-1'-O" Pine Key SHEET TITLE SHEET REAR&LEFT ELEVATIONS A2.5 L I( cq N N C —.. •� 2 N O c Cz r E v 10 V� m c N a; m c � o. ap � Q N � p C.G [S pCp �Lp U U ti U 20 I I O � N O f 3'-0" 2'-8" 3'-0" 3'-0" ad 2'-0" 3'-3" 3'-6" { M Ploaaal e; O # pqN MICRO -------------- REF. SP. �� Ca7 NCO N 8 fu ICU r Qo C Eu m � I I RANGE - - - 1 DW SP. �,CD c � I - I I ~ ` 7U i 1'-0" 2'-0" 4'--0" 2'-0" 3'--0" 2'-8" 3'-0" I 1x4 KITCHEN ❑ ❑ ❑ ❑ 2 x 4 REMOVE FOR OUTLETS KITCHEN SCALE: 1/2"=1'-0" 4 SCALE: 1/2"=V-0" � I 40.5" KNEEWALL DETAIL 2 x 4 a� la�m■s 41-0" 0oa o00 coI F. 15 15 arm x I � I -c � P L Q O � �• � t 'iai`.y�� :Cif' � I I A ❑ rn l � 1� ■ ]OB NO. 04-BI-0024 MASTER BATH BATH #3 SCALE: 1/2" 1'-0" SCALE: 1/2"=1'-0" Pine Key SHEET TITLE SHEET INTERIOR ELEVATIONS A2.6 6 r L N r ELECTRICAL KEY [NOT�LEcsrul a�� a'Q N g F& SINGLE POLE OUTLET 6m ;' a v ro DUPLEX CONVENIENCE OUTLET G 2 C rod. DUPLEX OUTLET ABOVE COUNTER m � 9 U r� �t WEATHERPROOF DUPLEX OUTLET .� Q . wp T; pmo g � gN I I�GFI GROUND-FAULT CIRCUIT-INTERRUPTER e E e.� DUPLEX OUTLET p 2 �'2 9 � M ! LL. C a E A HALF-SWITCHED DUPLEX OUTLET L ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH 3 THREE-WAY SWITCH Q �-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH W W DM DIMMER SWITCH Q REINFORCED JUNCTION BOX .. a - } CEILING MOUNTED INCANDESCENT L LIGHT FIXTURE KY-' WALL MOUNTED INCANDESCENT LIGHT FIXTURE CIS -"pJy7q"- RECESSED INCANDESCENT LIGHT FIXTURECD ,�L,I .A.r -;. -• w RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE L'' { INCANDESCENT LIGHT FIXTURE irk PC WITH PULL CHAIN ® EXIT LIGHT �] I I ' EMERGENCY LIGHT I I I I I FLUORESCENT LIGHT FIXTURE OPT LIGHTING Hs j WITUIiO PUIl CHAINHT FIXTURE l Ir TRACK LIGHT --------------- I H p II I O I TILE �• FI © J I W H a EXHAUST FAN (VENT TO EXTERIOR) N MOC - I i - EXHAUST FAN/LIGHT COMBINATION fu M cn /. \\ .� i (VENT TO EXTERIOR) II I 0 \ \ EXHAUST FAN WITH HEAT LAMP ml •.� r2OV (VENT TO EXTERIOR) u E!T= > / :GFI LL_ J \ \ i ® CHIMES m N I CARPET I I FI I I \ j "P6 PUSHBUTTON SWITCH L41 '; \ 1 ® SMOKE DETECTOR a 0 -,,r• I •` I ,1 \ Np HEAT pETECTORCARPET ` rr11 /II PC /I O� � CO2 DETECTOR U)���\ �pl�- �I p \ ' Q THERMOSTAT -( , �J ` I I / / 0 SPEAKER i �I. / I ._ . / / b PHONE (1-CAT3) A DDC (1-CAT5, 1-RG6) J MDC (2-CAT5, 2-RG6) TV 3 I I r' - r / / / ELECTRIC METER Lr- I I or ELECTRIC PANEL MDC CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) CARPET /• / �•r ��X-1 FI CEILING LIGHT PREWIRE PROVIDE AADEQUATE SUPPORT/ I ELECTRICAL NOTES: CARPET •w ,• — ��� \ I (NOTE R ECTRIC] / \ f I �• I 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE / , \x r 1 / I PROTECTION ASSOCIATION (NFPA) AND MEETING _ f THE REQUIREMENTS OF ALL GOVERNING CODES TILE / r' I 2• C ROVIDT INTERRUAND PTERS ALL ROUND FAU T } (GFI) AS REQUIRED BYru -------- / PB / NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED r TILE , 3 DIRECT HOOK-UPS/CUTOFFS. I I HVAC CONTRACTOR TO VERIFY THERMOSTAT I I 4 ALLLOCAND MECHANICAL EQUPMENT I.E. I ( �17I - r I 5 FURNACES, A/C UNITS, ELECTRICAL PANELS, Nt SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION -,,_ DUE TO FIELD CONDITIONS. TV PH��-�% GFI�r W W J2 J iGFI _- — - - — — — I ELECTRICAL_DEVICES: A_B D2FINISHED FLOOR: HB SWITCHES OVER COUNTER. . . . . . . . . .488" TO CL mw V :WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL0 WALL OUTLETS. . . . . . . . . . . . . . . .16' TO CL BATH VANITY BRACKET OUTLET (1' ABOVE TOP OF MIRROR). . . . . .88" TO CL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16' TO CL EXERIQR GFI OUTLETS. . . . . . . . . . . .16' TO CL GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL z FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL N( GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84' TO CL DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM OF FIXTURE E FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM V'I OF FIXTURE THERMOSTAT. . . . . . . . . . . • . . . . .54" TO CL '� u DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL a co DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ °° DR HANDLE .1 Qca CHEN WALL HUNG MICROWAVE M N OUOUTLETOUTLET76" TOCL o'.. MAIN FLOOR ELECTRICALKIT KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK `` c N SCALE: 1/4"-1'-O" :KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL p �' WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL �` '` a LL a ■d • .308 NO. 04-81-0024 CL = CENTER UNE 1 = FIELD VERIFY Pi n e Key 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEET TTTLE SHEET MAIN FLOOR ELECTRICAL E1 . 1 L arl i ELECTRICAL KEY r 89W [r+ow—Eucsym] E v { F& SINGLE POLE OUTLET T o .. � 11 pQl DUPLEX CONVENIENCE OUTLET � - N c � arE� � kV DUPLEX OUTLET ABOVE COUNTER 4 a ro 'Q k�)[yrp WEATHERPROOF DUPLEX OUTLET g = p p E o PZ[GFI GROUND--FAULT CIRCUIT-INTERRUPTER a= S DUPLEX OUTLET t N N [ 0 •� HALF-SWITCHED DUPLEX OUTLET $ $ a ad ® SPECIAL PURPOSE OUTLET/JUNCTION BOX w09 -1= DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH $ 3 THREE-WAY SWITCH o �_4 FOUR-WAY SWITCH R RHEOSTAT SWITCH w " DM DIMMER SWITCH D a Q REINFORCED JUNCTION BOX } CEILING MOUNTED INCANDESCENT LIGHT FIXTURE { WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE ,r:rr:r. .,;:•• W RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE PC INCANDESCENT LIGHT FIXTURE % ANSI " WITH PULL CHAIN j EXIT LIGHT EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT Q EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION MpC PHi TV PH (VENT TO EXTERIOR) Q) S I mpg i EXHAUST FAN WITH HEAT LAMP �� I (VENT TO EXTERIOR) II CARPET ' TILE CARPET ® CHIMES m r CARPET I I { H]PB PUSHBUTTON SWITCH u>� w ni PH ® SMOKE DETECTORCD c 4a C a a _0Z76_\ HEATDETECTOR _�,,�-' MDC I Q CO2 DETECTOR _ �. f — � - - - - - - �- - — - - - - - - - - - I Q THERMOSTAT I `- ti SPEAKER PHONE (1-CAT3) TY — — — — ' M DDC (1-CAT5, 1-RG6) LM — — — — MDC (2-CAT5, 2--RG6) CARPET ELECTRIC METER ;_LZiilL_ ELECTRIC PANEL TV l ► I CEILING FAN I I ___ I I (PROVIDE ADEQUATEESUPPORT CEILING FAN / LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) ` ELECTRICAL NOTES: [NOTE_UECTMCT 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR S AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL OROTUND ELLT 2• CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3. DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. 5' FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL VICES: ABOVE FINISH FD LOOR: 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" ABOVE TOP OF MIRROR). . . . . .88" TO CIL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CIL FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CIL ( GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM OF FIXTURE 4 FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL p DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL a r ¢ x i DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL w/ .. ti==' DR HANDLECD j KITCHEN WALL HUNG MICROWAVE N ( M .moi OUTLET . . . . . .76" TO CIL KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK I ``';' Q ro i KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL _ ''` c KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL JOB NO. 04-61-0024 CL = CENTER LINE . 1 = FIELD VERIFY Pine I�G® ��`� 2 = MASTER BATH STANDARD 30" HIGH y VANITY TO BE RAISED 4" SHEET ITTLE SHEET SECOND FLOOR ELECTRICAL El .2 L 7yo IA� a�gc �a k m -p I ::,-2 ve o •CQt! 6 CO 2 16 a7 - F_ N c� E ca a c a; 12as SLOPE 3/4"x12" AT GARAGE DOOR 1/2"x7"WEDGE ANCHOR 3112"CONCRETE SLAB REINF. @ 32'O.C.w/2'xZx118' w/6x6xl0/10 W.W,M_ 31/2"CONCRETE SLAB REINF. WASHERS @ 32"O.C. 31/2"CONCRETE SLAB REINF. EXPANSION JOINT w/6x6xl0/10 W.W.M. W/ xx 31/2"CONCRETE SLAB REINF. 7777 4 w/6x6x10/10 W.W.M. 6 MILL POLY VAPOR BARRIER 6 MILL POLY VAPOR BARRIER ,. a �. COMPACTED EARTH R til a.tZ i•r, a I' .+. {:.;.. . •` J• I —I I ISI I _I $!� ► i- •- I _ , 6 MILL POLY VAPOR BARRIER _ 6 MILL POLY VAPOR BARRIER COMPACTED EARTH (2)#5 REBAR CONT,. - Y I Y ''•''. �.' (2)#5 REBAR CONT. `� a COMPACTEp EARTH COMPACTED EARTH 95 REBAR CONT. i-- ,- i--T #5 REBAR CONT. Ln us .-.• Iii CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING +CONCRETE FOOTING THICKENED EDGE GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL 10 - 1 SCALE; 3/4"=1'-0" SCALE: 3/4"-1'-Go SCALE: 3/4"=1'-0" 'SCALE: 3/4"4-00 U) N 0 w� rn ca m � X 0 0 LL cL! LL !,- cn .� C U ro of OVERLAP SLAB 1 ill" ro C HOLD HDFI.BILK, 2i > m TO OUTSIDE NAIL ROOF SHEATHING 1 1/2" (PER STCRUCTURAL) a 0 _r_ IMPORTANT NOTE: a a TYP.SLAB FIBERGILASS SHINGLES REFER TO ROOF PLAN AND 1/2"x7"WEDGE ANCFIOR "'" OVER 3I0#FELT OVER 7/i6" @ 32"O.C.w/2"x2"x1{/8" EXP.JOINT OSB BOARD OR 15/32"PWD SAVE DETAILS ON 5HT WASHERS @ 32"O.C. I I IIII IIII SHEATHING. FOR FOR HOOF PITCHES `� FOR ALL HOUSES 3 1/2"CONCRETE SLAB REINF. -I I i I IIII I IIII IIII TYP.SLAB AIR BAFFFLE BTW EA TRUSS 12 j wl6x6xiO/10 W.W.M. �: TO MAIPNTAIN 1/2"MIN AIR VARIES STRAP FOR�TRUSS —IIII IIII I l l I IIII SPACE FOR VENT ANCHORAGE FEI III III IIII IIII 16" (SEE STRUCTURAL) IIII III rl I I I IIII �i I I I IIII IIII IIII NII IIII GALV. IMETAL o.H• R-301NSULATIONATCLG. �. °+ .'•t rra;.r .Q i- DRIP EIDGE 6 MILL POLY VAPOR BARRIER I I I I IIII IIII IIII IIII IIIIs -••' '� `' �- TYPICAL FOUNDATION III ' y COMPACTED EARTH IIII Illi II II TYPICAL FOUNDATION I- I. -I, (2)# REBAR CONT. IIII IIII I I I I , , , , , I I I IE—El I I IE I 1 I I I 1 I I I 5/8"GYP. sp.CLO. WRAPfPED IIII IIII i l IIII IIII III III j. I I I I ! III ALUM. FACIA ro OVER 32x8 III III =• 111k�1111 IIII '�.�.�, IIII PERFORATED I o 4 : VINYL/I ALUM. 1/2"GYPSUM BOARD I I l l i l I I I I I c ( III SOFFIIT I I III III #2 HIMNEI III III1=1 I I I I STUCC)0 FRIE-Z 2x STUDS 16"OC(MIN IIII 1111 " " I l l f f l SPF) ' IIII IIII IIII PROVIDE MID-WALL BLOCKING FLAT WISE @ JOINTS IN SHEATHING Q, P.T.2x PLATE 7/89"MIN.LIGHT - - CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TEXT. STUCCO INTERIOR BEARING DETAIL FOUNDATION C7 DOOR PORCH EDGE VE=NEATHEAN TO 16"YWOENGINERE SCREWED MTTL LATHE AND TO 16"PRE-ENGINEERED FLOOR VAkPOR 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 MANUR co NAIL.ROOF SHEATHING 1 S 1T FLOOR TO (PER STRUCTURAL) 12 IMPORTANT NOTE: 2NJD FLOOR ENGINEERING) USS REFER TO ROOF PLAN AND -AVE STIRAPPING PER FIBERGLASS SHINGLES OVER VARIES DETAILS ON SHT AD.2 FOR ROOF STfRUCTURAI 30#FELT OVER 7/16"OSB BOARD PITCHES FOR ALL HOUSES 1/2"CEILING BD OR 5/8"GYP.BD OR 15/32"PWD SHEATHING. 16" TYP. P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTW EA TRUSS O.H. STRAP FOR TRUSS ANCHORAGE(SEE STRUCTURAL) & 112"x 10"ANCHOR BOLTS AT 32"O.C. TO MAINTAIN 112"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 5/8"GYP. BU TYP a SEMCO TPP4 AT 32" DRIP EDGE STOP EXTERIOR WRAPPED ALUM. cc FINISH 1" 4"CONC SLAB W/6XGX10/10 WWF FASCIA OVER 2x6 ; BELOW OVER 6 MIL VAPOR BARRIER OVER 22z FINISHED PERFORATED PROVIDE MID-WALL BLOCKING FLAT TYPICAL SLAB CLEAN,WELL COMPACTED,TREATED FILL VINYU ALUM.SOFFIT U WISE @ JOINTS'IN SHEATHING T FLOOR TYP.VERT. a 7/eB"MIN.LIGHT 2x STUDS @ 16"OC MIN#2 [� 8 o STUCCO FRIEZE o TE=XT. STUCCO ( U- REINF. - GROADE I I I 1 STORY: 20"X 10"CONC.FOOTING W/ vi VE OVER SPF E I I I I ( ) ( ) ROVIDE MID-WALL BLOCKING FLAT ci MTCL LATHE AND 0 .�. _— — IIII i ( I I IIII 2 #5 CONTINUOUS AND 1 #4 DOWEI, P.T. PLATE w/ANCHOR � a Ls VAPOR BARRIER BOLTS PER r- ? o AT CORNERS/OPENINGS AND 48"O.C.OGWISE @JOINTS IN SHEATHING x b ¢ ¢ ti TYPICAL FOUNDATTION _ I _III -OR-(1)#5 DOWEL AT CORNERS/OPNG'S r STRUCTURAL a y aa� AND 96"O.C.,AND(1)#5 CONTINUOUS AT 2x STUDS @ 16"OC(MIN#2 SPF) S 'L 4',CONCRETE SLAB WITH ,L y Q IIII I I I I Ed 111 III I I I I IIII I I I I HEADER BLOCK. 90 6X6"x10/10 W.W.F.TYP.(3000Ill N z PSI. FIBER MESH OPTIONAL). U) I=IIII I I 2 STORY: za"X 10"GONG,FOOTING W/ 7/8"MIN.LIGHT P.T. PLATE w/ANCHOR BOLTS PER (1)#5(CONT. s N III III IIII III( I I (3)#S CONTINUOUS AND(1)#4 BOWEL TEXT. STUCCO STRUCTURAL } I r. -, VENEER OVER Lu SLOPE:GRADE o u? ' o AT CORNERS/OPENINGSAID 48"O.C. MTL LATHE AND w AWAY I ALL SIDEScna IIII _ EI I I I •- ears - 4"CONCRETE SLAB WITH 6"x6"x10110 \ I -" o a 0 , o b . O OR-(1)#5 DOWEL AT CORNERS/OPNG'S VAPOR BARRIER nh;•. {' x W.W.F.TYP.(3000 PSI.FIBER MESH � r / / // // // µ'•.,.••._ "�,.:�••�.;,;; •�' Q AND 96"O.C„AND(1)#5 CONTINUOUS AT \/\/\/ 6 MIL VAPOR BARRIER �_ II IIII IIII I- II OPTIONAL). E a HEADER BLOCK. (1)#5 CONT. �/\ \/� ;. a � a " � a ' O � r IIII I1_1 III IIIIAI _ 2a - . TYPICAL FOOTING(MONOLITHIC OPT) (NOTE); BEND ALL DOWELS MINIMUM \�/ • *•; \f/� SEE STRUCTURAL FOR SIZE& 20" III I 12"AT TOP&BOTTOM,EMBED MINIMUM SLOPE GRADE AWAY ALL SIDES �• �// / / / / //� REINFORCING 6"INTO FOOTING. . /\/\/ 6 MIL VAPOR BARRIER `/f // // f/ // // JOB NO. 1 STORY \f/\\// f / /\\/\\� \��\�\\ PROJ.MGR. DRAWN BY \f/\ ; • TYPICAL FOOTING(MONOLITHIC OPT) CHECKED BY `f\\/ : ' ! ••, //\ SEE STRUCTURAL FOR SIZE& j STEMWALL FOOTING STEMWALL FOOTING REINFORCING i CURB DETAIL AT GARAGE TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STORY WALL SECTION SHEET TITLE SHEET W=W-O" OEIQN SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=1'-0" SCALE: 1/2"4-0" SCALE: - DTAILF, A D. 1 L �gl PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD NO PENETRATIONS AT FIELD r d CAP OF SADDLE FLASHING OF SADDLE FLASHING c 8 Q aiE2 aC � ALUM. FLASHING - ; � g SIMPSON H5 E3 w 'Q E � z5 T/T AT EACH JOINT " " WOOD STUD WALL SYSTEM WIOOD STUD WALL SYSTEM o �; E TYPICAL 2x4 BLOCKING(SEE CEMENTITIOUS FINISH SYSTEM ,m ro . CRICKET ( MANUF.SPECS. FOR c CEMENTITIOUS FINISH SYSTEM 45 cu ,� a 7/E3"MIN SIDING OVER CHIMNEY MIN. DISTANCE) CONTINUOUS WALT,SHEATHING CONTINUOUS WALL SWEATHING `� " w � � p � . S 8 MTL LATHE CORROSION RESISTANT METAL SHEATHING �1 o EXTERIOR FINISH CORROSION RESISTANT METAL SCREED : ! �'�'•" z OVER 1/2 SHEATHING SCREED CORROSION RESISTANT METAL ! OR O.S.S. CORROSION RESISTANT METAL Z-•BAR FLASHING W/SEALANT 5 x5"CONT' 2X6s NAILED TO ¢ o GALV.MTL. 7 8"MIN STUCCO CORROSION RESISTANT METAL FLASHING � " z z -' FLASHING ! Z-BAR FLASHING W!SEALANT i STUDS w/16d @ 6 ¢ o OVER MTL LATHE~ TOP FLASHING STD ROOFING r OC Q BLOCKING @MID POINT CORROSION RESISTANT METAL , TRUSS TOP CHORD m w MEN CHIMNEY EXCEEDS PAN FLASHING ROOF SHINGLES + � �� 6'-0" IN HT. ROOF SHINGLES Z ROOF SHEATHING SEE STRUCTURAL z ROOF SHEATHING ci ROOF FRAMING FOR HURRICANE c7 ? PREFAB CHIMNEY DETAILS NAANCLORAGE cQ a ROOF FRAMING 2" Q � TRUSS 2"X4"STUDS @16"O/C. ce, �d ZD BOTTOM TRUSS CHORD CHORD CRICKET GALV.MTL, FLASHING ` il-- 013%2"x4"BLOCKING SIMPSON MTS12 @ EACH 14 Ull CORNER 24" 4-16d EA SIDE, 1'-4"MIN. 0 TYP CHIMNEY CHIMNEY ROOF - FLASHING ROOF - FLASHING CHIMNEY ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL. ROOF TO WALL- 12 1 SCALE: 11/2"=V--0" SCALE: 11/2"=1'--0" SCALE: 11/2"=1'-0" SCALE:: 1 1/2"=1'--00 O (f ca SECURE VALLEY FLASHING AT MAX.24"O.C.W/CLIPSIMPORTANT NOTE: a a o FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED REFER TO EPLAN T "- � PER ROOF MATERIAL MANUFACTURER REQUIREMENTS NO PENETRATIONS THROUGH VALLEY FLASHING. 12 5 FOR PITCHES 11-4" � z m PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED RIDGE OR HIP RIDGE VARIES AD. 2 N PER ROOF MATERIAL MANUFACTURER REQUIREMENTS TYPE LINEAR VENT INSTALL AS PER � � � ALUM RAKE FASCIA 2x8 RAKE > CORROSION RESISTANT METAL TRIPLE RIB MANUFACTURERS c o I WRAPPED IN ALUM o � WRITTEN INSTRUCTIONS TYP ROOF CONST � VALLEY FLASHING WITH 1"HIGH'V'CRIMPS SEE WALL SECTIONS 2X4 OUTLOOKERS AT a a'24"O C REQUIRED CLEARANCE PER ROOF ROOF SHINGLES MANUFACTURER REQUIREMENTS APPLIED TO LINEAR RIDGE CAP I SEE 1-AD.1 FOR FASCIA& ROOF SHINGLES VENT SOFFIT NOTES& FINISHES i ROOF SHEATHING ROOF FRAMING ROOF SHINGLES ROOF SHEATHING I. MIN. ROOF FRAMING ` SIDING OVER 7/16"OSS - GABLE END TRUSS W/ ALUM FASCIA OVER i VERTICAL MEMBER i @ 16"O.C. - _ FRIEZE WEAVE ROOFING UNDERLAYMENT PER ,�.Q," 4"MIN. ROOFING MFR'S RECOMMENDATIONS W/ 36"WIDE 309 SWEAT SHEET i RIDGE GAP FOR VENTILATION i ROOF - FLASHING ROOF - RIDGE LAP SIDING ROOF VALLEY ROOF w RIDGE & HMP RIDGE VENT CORNER ELEVATION TYP RAKE DETAIL 8" GH SCALE:: 1 1/2"=1'-•0" SCALE: 1 1/2-4-0- SCALE: 1 1/2'4-0" I i i TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRtUSS ENGINEER TO PROVIDE i FIBERGLASS SHINGLES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRtUSS HE: LS WHEN VARIOUS PITCHES I INTERSECT EACH OTHER, SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER, SO FASCIAS INITERSECT EACH OTHER,SO FASCIAS AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALI ION w/CONSTANT OVERHANGS,SEE � ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN i LINE:INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT 8:12 ROOF I PITCH 7:12 ROOF PITCH 6:12 ROOF PITCH 2y8n 12 ALUMINUM 21-8" ALUMINUM ALUMINUM � f Ca UTTERS GUTTERS 12 ALUMINUM 12 GUTTERS 12 Ind a GUTTERS M i 8 6 3 7 a e a IVA R-30 INSULATION a 13 z OVER LIVING SPACES R-30 INSULATION R-30 INSULATION Q R-30 IDNSULATION OVER LIVING SPACES OVER LIVING SPACE=S OVER I LIVING SPACES a ?. t4L ] ai o CN HEADER AT WINDOW " HEADER AT WINDOW " }: a. 'J HEADER AT WINDOW "� ( 4� ` AND DOOR OPENINGS m AND DOOR OPENINGS m AND DOOR OPENINGS a SEE TYP.WALL SECTION FOR C FASCIA, SOFFIT NOTES& FINISHES ;'- c- Lq L, `~ "J"CHANNEL STOP •. rr co o a SIDING OVER m c SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR LATHE AND VAPOR BARRIER ""'' FASCIA&SOFFIT'NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHE=S CL rL p BM OR LINTEL(SEE STRUCTURAL) "J"CHANNEL STUICCO STOP 'J"CHANNEL STOP "J"CHANNEL STOP JOB NO. 2"BAND PROJ.MGR. DRAWN BY 7" SIDING OVER BARRIER 7" LATH�ND VAPOR BARRIER 7" SIDING AND OVER BARRIER VARIES �, COL{w/EXT FIN CHECKED BY j SAVE DETAIL 8:12 PITCH EAVE DETAIL w 7:12 PITCH EAVE DETAIL ,, 8:12 PITCH EAVE DETAIL 8:12 PITO SHEET TITLE SHEET ROOF DETAILS SCALE: 1 1/2"-1'-0" SCALE: 1 1/2"�1' 2 ��•� -•0" SCALE: 1 1/2"-1'-0" � SCALE: 1 1/2"w1'-0" J civ 0o o a =3 a� CL u I am � o = n w E C 4� 'U C } Q3 O (V c E a; N ica 41/2° Cl.� �o . d) � '.gym' w MIN � � `° v WALL SIDING SHEATHING I1 ! TYP.WALL i CONST. SIDING OVER LATHE AND DOOR FELT-SEE WALL WAY w SECTION w (n 1/2"STARTER STRIP F.F 2X4 STUDS n a CAP FLASHING ,� 1x4 CORNER BOARDS PLACEMENT BY 1x8 PT � DOOR WAYS TEXTURE FIN. ON FOUNDATION � � w Ir mt t � ■r EXTERIOR TRIM DETAIL ELECTRICAL WATER BOARD CORNER DETAIL SWITCH PLACEMENT - 10 Y SCALE: 1 1/2"=1'-•0" SCALE: 1 1/2"=1'•-Q" � SCALE: 1 1/2"=1'-0" •a w -2 o 8 co cQ rn m WALL 1" o r- uca REAR WALL OR SIDE WALL MOUNTED; 1/2"CLD Bp OR 1 LAYER GYP, BOARD n SIDE MOUNTED AT BACK SPLASHES,TYP. COUNTERTOP 5/8"GB w/6"BATT INSUL m m 20"TO 25" PER SUPPLIER ATTACHED TO BACK (2)2x HDR -� cv TYP 1900 J BOX (SEE STRUCTURAL) a LIGHT SWITCHES, ° HORIZONTAL SINGLE COVER PLATEJOUTLEf• 2 LAYERS � �1/2' PLYWOOD SPACER m THERMOSTATS, > ' ro m AND ALL OTHER R-11 BATT FINGER JOINTED o ENVIRONMENTAL INSUL WOOD CASING CONTROLS 3/4'STOP KITCHEN TOP 1/2"x 12"H I I BOTH SIDES PWD ALL 4 j u u %-. SIDES � 2x- TRUSS CHORD WOOD FRAME OUTLETS-PHONES OPTIONAL TYP 1900 J-BOX R30 &TV's HORIZONTAL SINGLE INSUL WALL CAP OR COVER PLATE/OUTLE•f TYP DOOR PER SCHEDULE BRKFST.TOP $ SEE FLR.PLAN //�� NON LOAD LOAD " rF4 CONDITION CONDITION 3/4 STOP BOTH SIDES //��\�//�C\� ,C\�U�� :/ GYP. BOARD U) I I 2 x_ KITCHEN TOP f-11�j�-11�� co w ��\�/f��L /1ti\�// \r FINGER JOINTED 2x6 OR 2x4 //II�_//IIS //II I1�� WOOD CASING > I .I FRAMING w/1/2" •a /i�C\�/i�C\� \\/ �\\/ DRYWALL 24"DEEP BASE w ! CABINETS a 24" 21/4" WD TYP FLR CONST TYP DOOR PER SCHEDULE FINISHED FLR CASING WOOD FRAME FRAME TYPICAL2 (2)2x4s JAMB i CABINET DOOR OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS - 22 1 /211 X 4811 INT HEADS & JAMB 75 SCALE: 1 1/2"=1'-0" SCALE: N.T.S. SCALE; 1 1/2"4-0" SGAL(; 1 1/2"=1'-0" EXTERIOR INTERIOR TEMPERED SHOWER MARBLE CAP ENCLOSURE 4"CURB W/ SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8" DOOR VANITY f CLEAVAGE MEMBRANE BRUSH TYPE I ALUM.THRESHOLD SET x 2!X4 WD,STUD CONCRETE SLOPED FILL 2x STUD WALL WEATHERSTRIP Ff: 16"O.C. IN FULL " FLOOR SYSTEM SEALANT BED 11/2 MR. GYP BD. SHOWER DRAIN PAINTED FINISH OVERHEAD EXPAINDABLE JOINT � - GARAGE DOOR FILLER,WHERE Lo a CERAMIC TILE APPLICABLE g, CERAMIC FLOOR TILE t'' ? owe 1x6 WD DOOR STOP v J. a . SLOPE TO DRAIN °� - ' (4)2x P.T. BUCK ° 4 ° u a - TO DRAIN SLOPE a q i FINISH TRIM OR u. N '- BAND ti p c n ° i `0 W I °• FINIS �• o FLOOR SYSTEM I I I I I I ;' °xIm ° a, CON(C.WALK Q- u- a SEE;STRUCTURAL DWGS , GONG. SLAB& F=OUNDATION SEE STRUGTURAL DWGS. °B NO. PROJ.MGR. DRAWN BY CHECKED BY 1 BATH BATH DOOR - OVERHEAD GARAGE DOOR SHEET TITLE SHEET SHOWER WALL VANITY SHOWER CURB DETAIL OVERHEAD GARAGE JAMES "THRESHOLD EXTERIOR MISC.DETAILS SCALE: 1 1/2"=1'•-0" SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" SCALE. 11/2"=1'-0" ; AD"3 SSW civ E 2 a 1x4 CEDER °a & g 10°ANGLE CUT 'q J m - 'D � ' 2 i-5/e"CROWN E G � � ° � �' n � 2x6 FJ CEDER 2x6 FJ CEDER 6" 2X6 FJ CEDER S" a a a a � 1x2"X2"CEDER � � �ti U r a nC7 $ c4 2x4 FJ CEDER 2x4 FJ CEDER 2X4 FJ CEDER s Lam..". 5°ANGLE 50 ANGLEo 5 ANGLE 311 3" 3w ( 43 n r 1M 0 = V) C) 2x4 PT SPLIT 2x4 PT SPLIT 2x4 PT SPLR 1r�i W OPTION 3 OPTION 2 OPTION 1 WINDOW TRIM WINDOW TRIM WINDOW TRIM SCALE: 1 1/2"4-0" "" SCALE: 1 1/2"=1'--0" SCALE: 11/2"-1'-0" v t- 0 q O iL � v M N N � o m cr) m 6"HARDI BOAIRD BAND 6'STUCCO BAND 6" HARDI BOARD BAND o TOP OF COL 'TOP OF COL TOP OF COL OR STUCCOa. per, i INSTALLATION SEQUENCING: 47 I 2" I I " I I 1. THROUGHOUT INSTALLATION,KEEP THE WINDOW JAMBS PLUMB AND SQUARE.KEEP HEAD 2 I I I i2"SQ TAPER TO 10" 2" I COLUMN ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2.CONSTANTLY CHECK WIDTH AT MEETING RAILS(Le.DOUBLE HUNGS)TO AVOID"BOWED OUT" 1,_2" 8"SO COLUMN �, 2'-0" i2"5Q COLUMN INSTALLATION, i 3,AIPPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING, I STUCCO 4.PILACE 1/4"SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS.ICENTER THE WINDOW IN THE:OPENING ALLOWING A 114"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, 2'-b" I I WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. ,1 2" I HARDIBOARD 2'"2" I ' I PAINTED STUCCO BAND HARDIBOARD PAINTED 5. INISTALL FASTENERS(STRAIGHT,NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING OR STUCCO AT THE MIDDLE OF THE WINDOW, FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM IOF I".KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED, 10" HARDI BOARD BAND I I I OR STUCCO 6.CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7.CIAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. i 6'HARDIBOAIRD BASE 6"I HARDIBOARD BASE o I 4 I OR STUCCO S, INISULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAIM. J 112'SPACE 112'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 STRMCTURE AND WINDOW.THEN,CAULK THIS GAP. SO STUCCO COLUMNSQ STUCCO) COLUMN 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK l OR(OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: i PORCH LINE 1. AIPPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2. STET WINDOW UNIT. SOS STONE ACCENT 3. AIPPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPIER, I COLUMN 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. 5. AIPPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. 4x4 P.T.I POST 4x4 P.T.POST SEE FLOOR 4x4 P.T.POST SEE FLOOR PLAN FOR SEE FLOOR PLAN FOR NOT"E: 6 LOCATION PLAN FOR LOCATION LOCATION SELIF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. E SEE:SPECIFICATIONS FOR MATERIAL TO BE USED. STONE FINISH STUCCO FINISH „[ u a TRIM BELLOW I I TRIM BELOW q 2 HARDIBCOARD o 4 P.T.WD WRAPPED COLUMNS IIVIiPORTANT: n {.I n (PAINTE(D) P.T.WD WRAPPED COLUMNS N PAINTED �y I I ( ) t� IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN r 2X4 STUIDS 2X4 STUDS 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. ` � IL Em z F� a.. == o o DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY .r;�.. DF-STROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOTIBE UNDER WARRANTY V-5" L 2'-0" IF EXPOSED TO MURIATIC ACID. `} :'` ` Q ' DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. , STUCCO) COLUMN BASE SQ STONE ACCENT STUCCO) COLUMN BASE ALLL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL JOB NO, COLUMN BASE � AFREA OF ANY WINDOW. � PROJ.MGR. DRAWN BY CHECKED BY STONE ACCENT COLUMN WINDOW PORCH COLUMN DETAIL ENTRY COLUMN DETAIL TYP' FLASHING DETAIL 9HC,D TAI SHEET ENTRY COLUMN DETAIL MISG.DETAILS SCALE: 1 1/2"=11-0' SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" 1 SCALE: 1 1/2"=I'-Om A D•4 L Audae'� � I n E: a o .a E o Q7 VJ U CL ti) u p r 19 M b 4? C 00 NAIL W/11 10d ° U o. 2 COMMON IN THIS AREA. - T' VERIFY w/STRUCT. T o � m $ m 44"MINIMUM �LL o = -Q 00 ° NAILING NOT NEEDED IN THIS AREA UIP TO 16" j o FLOOR SYSTEM j w m SNP DOUBLE PLATE i NAIL W/11 10d ° ! COMMON IN THIS AREA. VERIFY w/STRUCT. L rT, ` PROVIDE MINIMUM 1"END DISTANCELE ! � . Z! a EQUAL NUMBER OF SPECIFIED MAILS IN EACH END STRUCTURAL -- -- TWO STORY STRAPPING co - 9 [D [V SCALE: 1 1/2"=V-0" co N tl4 N �.� 7 (a � -gyp !< ti a O LL HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN al "- WOOD TOP RAIL 3W IN HEIGHT ABOVE THE STAIR NOSING. f c n m AS SELECTED BY OWNER&CONTRACTOR HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. m m C6 HANDRAILS SHALL BE 1 1/2" CLEAR OF ALL ADJACENT -' C° N m FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERM NATE o a "�.. . IN NEWEL POSTS OR SAFE TERMINALS.HANDRAILS SHALL BE 2 > 1 1/4" MIN. -2"MAX. 1 112"CLR. 1 11/4"-2" IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, o 2 p y z HARDWOOD TOP RAIL AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. a a CL w S1fAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL i w BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR STUCCO W/CORROSION RESISTANT U) 0 WALL BRACKET THE PRODUCTS THEY PROVIDE OR INSTALL. METAL LATH OVER 154 FELT A7 4'-0" 2X FRAMING CARPET O.C., MAX. THE HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN \-F� WOOD BASE ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. \)� INTERIOR SUBFLOOR 1/2"GB 2x BLK'G 5e�� _ EATHING. — o LESSDRAILS 42 HN HEIGALL HT. 200 lbs 24\�I ~ s o ELASTOMERIC DECKING O/PLYWOOD SH - WRAP 6"UP WALL&ALL PENETRATIONS. O ANY DIRECTION oc _cq y z ANY LOCATION—� INSTALL PER MANUFACTURER'S REQUIREMENTS. BLOSTAIR FRAMING co —PE OIPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AIN ORNAMENTAL PATTERN SUCH THAT A m z 4"'DIAMETER SPHERE CANNOT PASS THROUGH. a w 74" MIN - SEE STRUCTURAL DRAWINGS FOR FRAMING THE GUARDRAIL CONSTRUCTION SHALL BE n n " 4'SPH�RP Q � 5/8 TYPE X GB o ; MAY NOT Pass A®LE TO RESIST A LOAD OF 20 LBS PER rwRousH INFORMATION ��• @ ENCLOSED USABLE z LIINEAL FOOT APPLIED HORIZONTALLY ALONG SPACES BENEATH STAIRS <TIHE TOP RAIL OR AS REQUIRED BY CODE. 'VSPHL:RE �• I MAY NOT PASS ;TwRauGw 2x4 STUDS @ 16"OC WALL MTD TIHE TRIANGULAR OPENINGS j THIS DIAGRAM AT STAIR TREAD, RISER,& ! ILLUSTRATES THE BOTTOM SHALL BE SUCH i SPECIFIC REQUIREMENTS THAT A 6" DIAMETER OF THE BUILDING CODE SIPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR BUILDING DESIGN AND CONSTRUCTION. STAIRS STAIRS STAIRS HING DETAIL GUARDRAIL - WALL DETAIL HANDRAIL DETAIL GUARDRAIL / HANDRAIL CGDE DATA DECK FLAS �j 5 7 SCALE: 1 1/2II=1'-0' SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=V-0" 1 7 SCALE: 1 1/2"=l'-o" i f ! FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE EQ.TREADS 3/4"PLYWOOD TREADS 3/4"PLYWOOD TREADS SEE PLA0 z z 2x FRAMING U) z EQ.TREADS w :53/4" I a GYP. BD. j SEE P L w TYPE CO U 1" 1 x10 SKIRT BOARD z C1 uwi TYP. .� ? W _j3/4w1! t: � CL "j d w �.TYP EXPANSION U a 5/8"PLYWOOD RISERS (TYP.) I EXPANSION 2x12 STRINGER ED STRINGER w �'' NOTCHED STRINGER ,�GAP GAP�� aE 2x12 NOTCH / � 2x12 NO (TYP-) TYP (3 STRINGERS MIN.AT �. iy -) 73 Cl EACH STAIR RUN) EXpANSION_I�-. GAP 5/8" PLYWOOD RISERS (TYP.) '' 0 r N 2x12 NOTCHED STRINGER � :; cn r� 2x4 SPACER `` U- =� N LD SECURE NOTCHED STRINGER TO SILL PLATE WITH FRAMING ANCHORS.SECURE £" Q c_ PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH m c CONCRETE TO BE PRESSURE TREATED o c OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY CODE. (3)2X12 STRINGERS TYP. (3)2X12 STRINGERS TYP. INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER Joe NO. (3)2Xi 2 STRINGERS TYP. STAIRS STAIRS STAIRS STAIRS {'' SHEE7TITLE SHEET LANDING (BOT) STRINGER LANDING (TOP) SKIRT / WALL DETAI ' MISC.DETAILSSTRINGER DETAIL FLGGR STRINGER , „ 1 ,_ „ Aa.S ��_ � �� � SCALE: 1 1/2"=1'-0" � SCALE: 1 1/2"-1 -0 SCALE. 1 1/2 --1 0 SCALE: 1 1/2 -1 -0 J i vo REVISIONS BY yy4nkl�li 1'IF• � 4., { Wit.„'� •gyp ' �9 5441! 4x4 P.T. SYP#2 POST, TYPICAL. S-2 S-2 S-2 i III_ S-2 III I � N_2 '� I r r, r rr - r rr I r rr rr r - - - -6 I I I 9'-5 S_2 � 14 4 6 5 1 4 3 5 j \ 3 LuLo .\ SIMPSON PA51 STRAP ANCHOR 0 o 1 I 7 I III /3�\ II i ��� i_- `I I 7C I I EMBEDDED IN WALL FTG. EA. OF a U S- s-3 . I GARAGE OPENING SEE 4/S-3. TYP..2 2- °65 o Q2 S-2' Uo II s-2 : - - -fir j , ? � a F -hl IL F-2u I ! 0 O ' I TF -1 --9 I _ / I f, S-1 I �0 37 -I-- -1 I � `���� • !I SL2 SEE 3/S--1A FOR GARAGE L J ! I ( LI�� 4 PORTAL FRAME DETAIL I / I I S-1 S-2 EACH END (TYP,) - 4" CONCRETE SLAB w/ - _.i / �I I FIBERMESH 0 1.5 LBS CU.YD. I I I - - �- J . I I I f TT- `�' I I I'� I I OF CONCRETE OR 6x6 W1 .4xW1.4 ! 1 1 I I I I ;I II r� I WWF ON 6MIL VAPOR BARRIER I I I L _ �; I; I I I I BOX COLUMN, 1 I I IN PREPARED GRADE.--\ I I I III I SEE 12/S-3 I I I I - __.I I I'�S (2 PLACES) I I i t I Ijl 2 It S-T --------------------------- DRILL & EPDXY #4 � 18" O.C. 1 & BEND DOWN INTO STAIR. I- �� 1 CONC. STAIRS 0 S-2 /��/� o SECONDARY POUR CJS #4@ 18" O.C. W DOWELS BEND 8" CMU STEMWALL w// Q o� INTO STAIRS. O FOUNDATION PLAN #5 VERT. HOOKED, INTO 4" MIN. SCALE: 316" = 1'-0" FOOTING O 40 O.C. �°� p W / BEND 2'-0" INTO SLAB A �� (TYP,) 4 . A o o - ,� GRADE Z CI) 2-#5 CONT, IN TYP. FTG. o -- '� p / a SEE 1 /S-2 C LJ Cn TYPICAL FTG - m WIDTH, SEE EXTEND TYPICAL FOOTING 0 1/S-2. AT STAIRS & PROVIDE Q #4@ 18" D.C. E.W. 11 SECTION < a_ S-1 SCALE: 3/4 = 1'-0" GENERAL FOUNDATION NOTE LATERAL LOADS AND COMPONENTS & CLADDING a UPLIFT CONNECTOR SCHEDULE ® ANCHORING SYSTEM SCHEDULE SYMBOL LEGEND CUSTOMER NOTE; TRUSS CONNECTIONS SHOWN ON PLAN SHALL 1 LTT20B (SIMPSON) BESTCON HOMES THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. MAIN WIND FORCE RESISTING SYSTEM COMPONENTS & CLADDING TRUSS CONNECTION TRUSS UPLIFT LBS FOR GENERAL UPLIFT REQUIREMENTS AT WALLS INSTALL /2 0 A307 THREADED WOOD BEAM OR TRUSS SUBDIVISION SUPERCEDE TABLE AT LEFT. AT MULIPLE STRAP QHD1 (QUICK--"TIE) RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, WIND DESIGN PER FBC 2001, SECTION 1606.2: (1)H8 OR (2)H3 < 745 ROD OR '/4" QUICK-TIE ANCHORS PER DETAILS 1,2,3 & 6/S---3 WITH A MAX PARADISE PRESERVE DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, TRIBUTARY INTERIOR EDGE STRIP 70 DOUBLE 2)H$ C 1490 CONNECTIONS, SPREAD STRAPS TO AVOID NAILING INTERIOR LOAD BEARING WALL HTT16 (SIMPSON) BASIC WIND SPEED 120 MPH AREA sf TOP PLATE CONFLICTS THROUGH TRUSS. SPACING OF 6'---8" O.C., AT EXTERIOR WALLS & 4'---0" O.C. AT INTERIIOR BEARING ECT., SEE ARCHITECTURAL PLAN, ARCHITECTURAL PLAN SHOWN ( ) ZONE a =3 ---6 2 MTS12 C 2000 QHD2 (QUICK-TIE) LOT UNIT BLOCK IMPORTANCE FACTOR 1.00 � WALLS, AND AT ALL CORNERS AND WALL INTERSECTIONS. SEE SPECIAL ANCHOR 2x6 STUB WALL @ 16" O.C. HERE IN FOR REFERENCE ONLY. MEAN ROOF HEIGHT 1.00 F7 QR 2 HTS20 C 2900 ONLY ROOF BRIG. WALLS w o RODS SHALL BE 44 10 +45.1 -48.0 +45.1 -56.8 HEADER LOCATIONS INDICATED ON PLAN. SEE DETAIL 8/S-2 FOR TYPICAL ANCHOR ROOF PITCH 6/12 2 HTS20+ 2 H8 C 4390 STRAPPED PER SCHEDULE AA OF DETAIL 9 5-2. INSTALLATION. INTERIOR PARTITION WALLS AND INTERIOR BEARING WALLS WITH SW# SHEARWALL SEGMENT, SEE SCHED. 6. r. HTT22 (SIMPSON) CUSTOMER PLAN NAME O FOOTING SCHEDULE BUILDING CATEGORY II 50 +41,5 -48.7 +41,5 -49.6 MEMBER SUPPORT CONNECTOR NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS 714G1STEP, SEE ARCHITECTURAL PLANS PINE KEY TYPE LENGTH WIDTH DEPTH BOTTOM BARS EXPOSURE CATEGORY C MAY VARY, SEE SHEARWALL SCHEDULE 6 AND PLAN FOR LOCATION. AS AN ENCLOSURE CLASSIFICATION ENCLOSED 100 +40.0 -42.$ +40.0 -46.5 BM#3 HEADER SEE DETAIL 1/S-1A ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPIMG PER SW#(PERF) PERFORATED SHEARWALL SEGMENT 0HD8A (SIMPSON) DESIGN/DRAWN F2,0 2'-0" 2'-O" 1'-0" 3-#5 EA, WAY BOT, INTERNAL PRESSURE COEFFICIENT t •18 SCHEDULE 3 FOR INTERIOR/EXTERIOR ROOF BEARING WALLS IN LIEU OF THE F2.5 2'-6" 2'-6 3-#5 EA. WAY BOT. SEE TABLE ABOVE ANCHORING SYSTEM SPECIFIED ABOVE. LAP/MRG 1. DESIGN WIND PRESSURES REPRESENT THE NET PRESSURE (SUM OF J BRACE GABLE END PER 17/S-3 PA51 (SIMPSON) CHECKED " 1'-0" �� `- F3.0 3'-0" '-0 -0" TRUSS ENGINEER TO PROVIDE A SPACING 3-#5 EA. WAY BOT, SURFACES.& INTERNAL PRESSURES) APPLIED NORMAL 70 WALL 2• LIP'4EAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS LAP 3 " 1' THREADED ROD SYMBOLS, PER 3/S-3 & SEE 10/S-2 FOR HOLDDOWN FASTENERS. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA, WAY BOT. REQUIREMENTS OF BOTTOM CHORD BRACING OF THE DATE rr . PERMISSIBLE. F4.0 4'-0' 4 --0' 1 -0 TRUSS WITHOUT USE OF RIGID CEILING DIAPHRAGM 4-#5 EA. WAY BOT. 3. PLUS AND ND MMINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY Q WOOD PANEL SHEATHING SCHEDULE 6 SHEARWALL SCHEDULE 12,13,04 FROM THE EXTERIOR WALL SURFACE. SCALE O HEADER, STUD, 8c BEARING WALL SCHEDULE 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED BUILT-UP POST FOUNDATION SEE FOUNDATION PLAN. ROOF WALL FLOOR SHEATHED PER SCHEDULE 5, WITH 2x- BLOCKING AT ALL PANEL JOINTS. FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE. PORCHES �/ OB ' " '/Z" CDX PLYWOOD OR '/1r," 3 4" T&G PL`ffW00D FLOOR PROVIDE ANCHOR AT EA. END OF SW PER SCHEDULE BELOW OR SPECIAL SEE PLAN Z" CDX PLYWOOD 0 /,e HDLDDOWN AS INDICATED ON PLAN. PROVIDE DBL. STUD AT EA, END OF HEADER MAX OPENING JACK STUDS KING STUDS MAX. PLATE HT. 10'-11/8" SPF STUD GRADE OR SPF #2 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM UPPER BOX COLUMN LOWER BOX COLUMN (2)CS16 AT EACH CORNER OSB ROOF SHEATHING, NAIL OSB SHEATHING NAILED w/ DECK, GLUE SAND NAIL w/ JOB NO. (2)2x6 4 4 1 1 FLOOR STUD SIZE AND SPACING '-- " THE CORNER OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE BOX COLUMN FOUNDATION 1LTT208 (SEE 2/S-2) w/8d COMMON NAILS @ 6" 8d COMMON WIRE @ 6" 10d COMMON @ 6" O.C. SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DBL. STUD). IF S'TRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. r HEADER BEAM BOX COLUMN 2 HTS20 EDGE & FIELD CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END S.TllQS TO FIRST (2)2x8 6'-4' 1 2 FIRST FLOOR 2x6 @ 16" 6. DESIGN OF WINDOWS/DOORS FASTENEING TO THE WALL FRAMING IS ( ) O.C. EDGE & 6" O.C. FIELD O.C. EDGE AND 6" O.C. (2)2x10 10'- 1 3 SECOND FLOOR 2x6 @ 16" THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & HEADER BEAM POST (2)HTS20 @ GABLE ENDS DECREASE FIELD. PROVIDE 2x4 FLOOR WALL FRAMING W/ (3) CS16 OR APPROVED EQUIVILANT. SHEET (2)2x12 10'-4" 2 3 SMALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. POST FOUNDATION (1)ABU44/66 EDGE NAIL SPACING TO 4" BLOCKING AT ALL JOINTS I ARFI SEE PLAN 16'-4" 2 3 THIRD FLOOR 7. THE ABOVE NOTED PRESSURES HAVE ALREADY BEEN REDUCED 15% UTERIOR BEARING WALLS & INT. SHEARWALL r 1 TOP PLATES B'Y USING THE 'WIND DIRECTIONALITY FACTOR.' THE WIND O.C. WITHIN 4'-0" OF ROOF (FOR NAILING O SPECIAL SW1: NAILING- 8d COMMON WIRE NAILS � 3" O.C. EDGE & 6" Q.C. FIELD 1. TYPICAL HEADER SYP #2 U.O.N. ON PLAN. DBL. 0 L ES & SILL PLATES SHALL BE SYP #2 DVRECTIONALITY FACTOR DIRECTIONALITY T APPLIED PURSUANT TO THE / SILL PLATE FOUNDATION ALL EXT. WALLS & INT. SW PROVIDE '/z"x6" Ig EDGE) SHEARWALLS, SEE SCHED, ANCHOR- 5/e"0 ROD 4g (2)'/2"0 RODS QE (2) '/4" QUICK-TIES 2• JACK AND KING STUDS SPF#2, 2, PLATES IN CONTACT w/ CONC. OR CMU SHALL BE P.T. DECLARATORY STATEMENT CASE #DCA02-DEC-115, DATED 09/12/03, THREADED RODS w/ 2x2x/e' PLATE WASHER 6. FOR SHEARWALL 5w2: USE SWI NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS 3. SEE DETAIL 9/S-2 FOR TYPICAL FRAMING. J. SILL PLATE ANCHORS SHALL BE PER SCHEDULE 3. BY THE FLORIDA BUILDING COMMISSION, FOR SELECTING COMPONENTS DRILLED & EPDXIED Cal 32" oc BETWEEN THREADED LOCATIONS, SEE PLAN) ANCHOR- w/ (2) 5/e"0 RODS OR (2) 3/e" QUICK-TIES / THAT ARE TESTED & HAVE PRODUCT APPROVAL WHICH STIPULATE ROD ANCHORS INCLUDING BENEATH WINDOW SILLS. SW3: NAILING- 8d COMMON WIRE NAILS @ 6" O.C. EDGE & 6" O.C. FIELD 4. HEADERS INDICATED ON PLAN SUPERSEDE THIS TABLE, 4• STUD SIZE INDICATED ON PLANS SUPERSEDE THIS TABLE. A SPECIFIC "DESIGN LOAD RATING." N FURTHERR I ANCHOR-- w/ '/2"0 ROD OR '/4" QUICK-TIE SHEET 1 OF 4 5. PROVIDE (2)2x12 SYP#2 HEADER @ GARAGE U,O,N, ON PLAN, ARE ALLOWED. GARAGE HEADER JACK STUDS (2)MSTA24 EXAMINE ALL SECTIONS & DETAILS FOR SPECIAL NAILING & BLOCKING CONDITIONS. rREVISIONS BY (3)2x4 SPF#2 POST BOTH ENDS LVL HEADER. F sw-3- 1, SW-3 sw-3 K 4x4 P.T, SYP#2 sw=" W-3 SW-3 s w SW-3 ----------- tY I c '§A P' P E xr t F J POST, TYPICAL. 1 (2)2xl 2 1 i _(13 � I �_� III � -, � '� I ' _ .�� � �� ;,�'4 (2)2x4 SPF#2II PROVIDE 2-PLY LVL POST BOTH END� A u� BEAM WITHIN FLOOR OF TRUSS F7. I SEE 3/S-lA FOR GARAGE S� 'TEM TO MATCH FLOOR ---------- I Ln PORTAL FRAME DETAIL _j r'I —_\_r—— I I EPTH TO SUPPORT SW I I L' LL_ j > EACH END (TYP.) OVE. FASTEN EA. END 7I ` . _y.�. I' 1 �. ---' (n In POST TO PER DETAIL 2/S-1 A. I (/�I V) -il f MATCH 41ll <1 H .1 m QfI ly- PROVIDE \BLOCKING BCT'WEEN'__ DD EACH TRU-S9 FOR ATTACHMENT< x p -()-r�'ROOF--DECKif-(TYP.--,-'-ENTIRE LLJ ....... (2)2 4 PF#2 POST u� (3)2x4 SPF#2 PO§T�--_�- ID, H OF BLDG. i2 U) 11 1 -1, TH-ts F BM#2. S _lv_ i L71 BOTH ENDS OF B \1 0 t BOTH W-3 '§A rK 7:1 ii EN OF P 0 _L_==M-_ATC POST BM#1 BOVE, ........ x 3 LEDGER, SEE DETAIL T-3. 'J& IL 1U7 Lo 2r=�'L I I I LEDGER, SEE DETAIL I (D 0) FE=A�Qfl I !I C Lo /121 MN POST TO (3)2x6 SPF#2 6x6 SYP#2 POST C) Lu 0 Lo MATCH POST (3)2x # ABOVE. (3)2x4- SPF 2__ POST POST BOTH ENDS VTHIS POINT OF BM#l . C) THIS END OF B M#,3. OF (2)13/4"xl 4" o Mi `AW:=T, �RIE LVL -------�_lj NOTE: *BM #* INDICATES BEAM F__ D < L >� Al �\7 o co PER TRUSS PACKAGE, DESIGNED Q L _j L - -_=vNPx4 SPF 2 BY DELEGATED ENGINEER. \c I I SW-3 -4-- � o" U V) 0 -q? 9 POST BOTH ENDS 0 �_ D7 0) 5r OF TR S F 1p: o ff __- �I ! BOX COLUMN, SECOND FLOOR SHEARWALL FRAMING PLAN- 0 0 S-3 SCALE: 3/16" = SEE 12/ l'-O" x (2 PLACES) PLAN NOTES: 1 ) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF FRAMING MEMBERS. 2) WHERE SECOND LEVEL POSTS ARE INDICATED ON THE SECOND LEVEL PLAN, PROVIDE SAME 2 2xl NOTE: *BM #* INDICATES BEAM PER TRUSS PACKAGE, DESIGNED L POST ALIGNED WITH UPPER POST ON FIRST LEVEL. STRAP UPPER LEVEL POST TO LOWER LEVEL BY DELEGATED ENGINEER. POST QE TO LOWER LEVEL BEAM WITH (4)CS16. FASTEN POST TO FOUNDATION w/ HTT22, U.O.N. ON SHEET S-1. 1 sw-3 sw-3 SW-3 3) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH BEARING END OF SUPPORTED MEMBER. ALL EXTERIOR WALLS AT 4) X MARKS INDICATED ON PLAN ARE FOR THREADED ROD ANCHORS REQUIRED FOR SHEARWALLS THIS LEVEL ARE CONSTRUCTED AND OTHER SPECIAL CONDITIONS. ADDITIONAL RODS FOR GENERAL UPLIFT ARE REQUIRED, OF 2x6 WALL FRAMING. SEE SCHEDULE 4. FIRST FLOOR SHEAR WALL FRAMING PLAN- 5) SEE 19/S-3 FOR CONVENTIONALLY FRAMED ROOFS NOT FIR.AMED BY PRE-ENG. ROOF TRUSSES. SCALE: 3/16" = l'-O" PLAN NOTES: r 1 ) BEAMS AND TRUSSES INDICATED ON THIS PLAN ON ROOF FRAMING MEMBERS. 2) ALL BEAMS & HEADERS NOT SPECIFICALLY ADDRESSED ON PLAN OR SCHEDULE THAT SUPPORT ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY AN IN-WALL BUIILT-UP POST CONSISTING OF (3)2x SPF#2 TO MATCH WALL DEPTH INDICATED (U.O.N.). FASTEM BEAM TO POST (OR HEADER) WITH 0 (2)HTS20, FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS cn WITHIN 6" OF THE SUPPORT POST. Li 3) SEE DETAIL 13 & 14/S-3 FOR ATTACHMENT OF INTERIOR S)HEARWALL TO FLOOR & ROOF TRUSSES & FOR ATTACHMENT OF EXT. WALLS THAT TERMINIATE BETWEEN TRUSSES. > 4) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL, DIRECTLY BENEATH 0 BEARING END OF SUPPORTED MEMBER. 5)SEE SCHEDULE 4 FOR ANCHORING SYSTEM SPACING FOR GENERAL UPLIFT REQUIREMENTS. Lv M EXTEND HEADER 4P-0" W (2) SIMPSON MSTI60 STRAPS, TO FAR SIDE 0 c� EACH END, CONTINUOUS DOWN OF WALL. OPPOSITE FACE ABOVE AND BELOW BOTTOM OF HEADER. M Lj 5/8" THREADED ROD, SEE SCHEDULE 6 ON S-1. NAIL ENTIRE CORNER W cn ZONE AT 3" O.C. m — BOTH WAYS. 0 WALL SHEATHING, < PORTION TO BE EACH SIDE. REMOVED. 0� NAIL EN-TIRE CORNER < ZONE AT 3" O.C. BOTH WAYS. (4)2x4 MIN. CORNER SHEATHING (SINGLE PIECE)DETAIL (4)2x- STUDS, SEE TOMER A--"A FOR CUSTOMER(2) SIMPSON HD5A, DETAIL ACONFIGURATION. 5/,,"0 THREADED r BESTCON HOMES wl 2-34"0 THRU BOLTS. SUBDIVISION ROD. PA51 STRAP, SEE PARADISE PRESERVE 2-PLY 16" LVL, SIMPSON HTT22 WITH 5/8" DETAIL 4/S-3. LOT UNIT BLOCK SEE PLAN. BOLT BETWEEN CONNECTORS. 2-PLY LVL DET 44 SIMPSON DSP STUD TIE SIMPSON HD8A WITH A---A CUSTOMER PLAN NAME DBL. TOP PLATE. PLATE EACH SIDE OF HTT22. ATTACH (1)HTS20 3-7/80 A307 THRU BOLTS EDGES NAILED8d NAILS @ 3" O.C. PINE KEY FROM BEAM TO POST w/ 8d NAILS AT AT EACH STUD. DESIGN/DRAWN 3" O.C. TO EACH LAP/MRG STUD THROUGHOUT DETAIL A- A CHECKED jjj PORTAL. LAP DATE ATTACH (1)HTS20 SYP#2 DOUBLE PA51 STRAP AT 12.13.04 FROM BEAM TO POST TOP PLATE 5/8"0 A307 THREADED ROD. /- GARAGE DOOR SCALE DRILL & EPDXY, 8" EMBED INTO OPENING, SEE 4/S-3 SEE PLAN JOB NO. \- HEADER, SEE PLAN. BUILT-UP POST, SEE_�J�_LLL MONOLITHIC SLAB FOOTING PLAN FOR ATTACHMENT (23/4 " MIN, EDGE DISTANCE. SHEET AT FOUNDATION. HD5A/HTT22 LVL CONN . 2— PLYr2 HD8A LVL CONN . ( 2— PLY) rT" GARAGE DOOR PORTAL FRAME -( ) I A SCALE: N.T.S. �IA SCALE: 3/4" = l'-O"SCALE: N.T.S. SHEET 2 OF 4 WAIL STUDS AND SHEATHING, UPLIFT CONNECTOR AT TOP AND BOTTOM PROVIDE ANCHORS PER BOXED COLUMN, g"a` N Structural Notes: QUICK-TIE (ALTERNATE) REVISIONS BY SEE SCHEDULES 2, 5 & 6. SCHED. 3 ON S-1 0 FND - SEE 1 2 d = 1• Design in accordance with requirements of the Florida As an alternate to the threaded rod anchors OF STUDS, SEE SCHEDULE 3. OMIT C� /S-3. F- g AT BOX FRAME THAT IS E'1 C) -, Building Code 2001. specified within these documents, the contractor SILL PLATE CONNECTION, THREADED ROD ANCHOR SYSTEM UPLIFT CONNECTOR AT TOP AND BOTTOM _ w I Dead loads: (actual) Live loads: (uniform) may choose to install Quick Tie TM wire Rope STRAPPED TO BEAM ABOVE. y ( ) p SEE SCHEDULE 3 ON S--1 OF STUDS SEE SCHEDULE 3. OMIT `1 I Floor 13.5 psf Floor 40.0 psf 1 #5 CONTINUOUS, PROVIDE .... U m (QT) as fabricated by Quick-Tie Products, Inc. AND DETAIL 8/S-2. WALL STUDS AND SHEATHING, i' '1 _ Roof 13.5 psf Roof 16.0 psf (T.C.L.L.) CORNER BARS TYPICAL i THREADED ROD ANCHOR SYSTEM z Q 1/2" rods shall be replaced with '/4" QT & 5/a" (TYPICAL) SEE SCHEDULES 2, 5 AND 6. •""i 1#5 CONTINUOUS, PROVIDE 8„ / (see paragraph 6 below for reduction tionic 0 ofploasf dBcomb)) rods shall be replaced with 3/e" QT, U.O.N. a AT WALLS 4'-0" HIGH, SILL PLATE CONNECTION, CORNER BARS (TYPICAL) - DETAIL AA �y Quick-Tie (TM) products shall be installed by a PROVIDE TEMPORARY SLAB ON GRADE, SEE SCHEDULE 3 ON S-1 / / ,. /' 2. Deflection criteria: s „ BRACING UNTIL 7 DAYS ° SEE PLAN. CONT. BRICK LEDGE ' AND DETAIL 8/S-2. _ 4 - SLAB ON GRADE, Roof framing live load L/240 total load L/180 factory trained and licenced installer. /4' & /e I U / / QT's shall have minimum allowable capacities of ' AFTER SLAB IS POURED. ,� / AT BRICK ONLY ' EXTERIOR GRADE 0- � / /\ SEE PLAN. Floor framing live load L/480 total load L/360 2850/ and 6540#. respectively. QT wire roe r- ,• ...• SEE GENERAL STRUCTURAL \� \� ( ) � � �' # p °° / , , 4 - SLAB ON GRADE, OR SLAB ON GRADE, ¢ L `/\�8" THICKENED SLAB UNLESS 3. Lateral loads: shall be pretensioned to eliminte the i / / � � ° � / 4 / bi ( constructional strecth inherent to all helical) laid NOTES 11 , 12 & 13 , , o � �� / / SEE PLAN, SEE PLAN AND ARCH. Wind design per FBC 2001, section 1606.2 y- .• '. /r� Q \ / I 4 ��� �� w �/ INDICATED AS A LARGER FOOTING See sheet S--1 for Lateral Load specs. wires and strands. The pretensioning forces =-�,� • ��. U . required at installaian shall equal the above listed (} �- ,,� 8 CMU STEMWALL w 4 �-...1 \\ - ON PLAN), SHALL BE MIN. 4" q q p 0 48 O.C. VERT. REINF. z / J 1 �� \� • �/� 4. Reinforced Concrete: f'c = 2500 psi allowable ca acites. See 3 S-3 for `y N / I a / WIDER THAN WIDTH OF BOX P P / pretensioning CENTERED IN WALL GROUT y 1 �/ °, 4/ /�� Design as per ACI 318 latest edition strech table. 4- � ►- '= ALL CELLS SOLID. FIELD COLUMN, SEE DETAIL AA ABOVE. Required compressive strengths: All Concrete (u.n.o.) DEC 04 yK 00 / Y BEND INTO SLAB. `� /I , '° �' 8" CMU STEMWALL w/ #4 0 48" Unless otherwise shown on drawings, minimum concrete cover for reinforcing shall be 3" in footings and mesh '/ �. 5 3 ar�`'I• \'\ 4 d ° ' \ shall be centered in slab on rade. In all continuous footing provide 3 0 48" oc or rod chairs . Provide �� •�"►'�*•"' � 4 ° Q ALT. FOOTING AT / / Q 9 g P # o 4 2-#5 CO T. _ O.C. VERT. REINF. CENT'D IN continuity of reinforcing at intersections of perpendicular concrete elements by installing corner bars, minimum BUILDERS DISCRETION, o \ " • �\� of 40 bar diameters into each element, All reinforcing steel shall be laced in accordance with the #4 DOWEL TO MATCH (3-#5 CONT, Cv7 BRICK LED E) 3 �\ \�/ WALL GROUT ALL CELLS SOLID. g p typical bend 'l++;..; •"1ti""` • „ „ �. , • diagrams and placing details of ACI standards and specifications. All reinforcing steel shall be held securely in WALL REINFORCING. 6 12 1 -STORY FIELD BEND INTO SLAB• position with standard accessories during placing of concrete. Splices in reinforcing, where permitted, shall be 16" 2-STORY 40 bar diameters. Reinforcingsteel - ASTM A615 rade 40, welded wire fabric - ASTM A185. 3" CLEA -� " CONTINUOUS CONCRETE \� \,�\/� \ #4 DOWEL TO MATCH WALL REINF. g (Design Maximum): 250p psf 20 FOOTING w 2-#5 CONT. 20 5. Foundation: Soil bearin ) / # CONT. CONIC. FOOTING W 2- 5 CONT. If the ftg. elevations shown occur in a disturbed or unstable soil, the engineer shall be notified. (TYP.) 3 CLEAR (TYP.) / # 6. Pre-Engineered wood roof and floor trusses: Design of all pre-engineered wood trusses shall bear the seal of 1 STEM WALL & F 0 0 TI N G 1 M MONOLITHIC EDGE FOOTING r2_� STEM WALL w/ THICKENED FOOTING an engineer in the State of Florida. All trusses shall hove temporary bracing per "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB-91." for their i S 2 SCALE: 3/4" = 1 '-0" SIM. AT PORCH EDGES w o WALL S-2 SCALE: 3 4" = 1'-0" 5 2 SCALE: 3 4" = 1'-0" bracing requirements, notify engineer. Provide permanent bracing per truss mfr. Shop drawings. The contractor U q) / ( / ) / / (SIM. w/ POST INSTEAD OF BOX COLUMN) shall provide 1x4 SYP#3 or better bottom chord bracing perpendicular to truss bottom chords and attached to each truss with 2-8d' common nails. At end walls provide diagonals (approximately 45%) to the adjacent - exterior perpendicular wall and between each line of bracing to form a zigzag pattern all constructed of the Q WALL STUDS AND SHEATHING, some bracing materiall. Also along exterior walls parallel to bottom chard bracing provide diagonals in the end U} N WALL STUDS AND SHEATHING, space between the wall and the first line of bottom chord bracing at ❑ maximum spacing of 20 feet. For wind C M LO SEE SCHEDULES 2, 5 & 6. u lift trusses shall be desi designed w a min. dead load condition of 5 p p W () a, SEE SCHEDULES 2 5 & 6. P 9 / psf to chard & 5 psf bottom chord. •U UPLIFT CONNECTOR AT TOP Reactions calculated ffor the bearing points of roof trusses shall be reduced in accordance w/ FBC Section O � O SILL PLATE CONNECTION, AND BOTTOM OF STUDS, SEE UPLIFT CONNECTOR AT TOP AND BOTTOM 1609.4.3. Specifically, attic floor live loads combined w/ roof live load shall be multiplied by 0.75 when V) ¢ x WOOD PANEL SHEATHING IF SILL PLATE CONNECTION combined w dead load. See FBC 1609.4.3 for all req'd. Truss engineer shall be responsible for all truss-- V' CO SEE SCHEDULE 3 ON S-1 / g o SHEARWALL, SEE PLAN AND INTERIOR STUD BEARING SCHEDULE 3. OMIT 0 THREADED SEE SCHEDULE 3 ON S--1 OF STUDS, SEE SCHEDULE 3. OMIT 0 to-truss calculations & connections. (unless a special conn.r design is req'd that is not available from vendors) Q U O 0 � CO SCHEDULE 4. _ WALL, SEE SCHEDULE 2. AND DETAIL 8/S-2. ROD ANCHOR SYSTEM AND DETAIL 8/S-2. THREADED ROD ANCHOR SYSTEM o6 L � o 7. Wood Shearwalls: Sheothing for shearwall shall be as indicated on Schedule 5 and holddown as indicated -�- "° a` U UPLIFT CONNECTOR AT TOP 8" CMU STEMWALL w/ #4 on Schedule 6. Sw PERF Indicates a O O �' 4 SILL PLATE CONNECTION, 1#4 CONTINUOUS, PROVIDE # (PERF) perforated shearwall segment per building code section 2313.2.2. C7 � • � AND BOTTOM OF STUDS, SEE @ 48" O,C. VERT. REINF. This SW type is designed as one long wall segment including the windows/door openings with a holddown cy SEE SCHEDULE 3 ON S=1 CORNER BARS 3 EA. SIDE required only at the extreme end. =+= 0 SCHEDULE 3. OMIT © THREADED r, a CENTERED IN WALL GROUT y ii SLAB ON GRADE, OF RECESS. (TYPICAL) O -- ROD ANCHOR SYSTEM AND DETAIL 8/S-2. ALL CELLS SOLID. FIELD X / -� /d 8. Reinforced Masonry: Design per ACI 530 current edition required compressive strengths: V BEND INTO BOND BEAM. . \ SEE PLAN. 51/z„�, _ tL Masonry walls and coliumns f'm = 1500 psi ° 4 a SLAB ON GRADE, ° \%�\\ SLAB ON GRADE, Reinforcing steel - ASTM A615 grade 40 O O °0/ SEE PLAN, `� ° \/ � ` SEE PLAN. All concrete masonry units shall be composed of ASTM C90,E grade N--1 hollow cont. masonry units w/ a ° \ type 'S' mortar. Wall (coursing shall be running bond, stack bond shall not be used. Grout all cells containing i �� z �� 4 � o z - . 4Ki'l - . vertical reinforcement with 3000 psi pea rock cont. grout. Splices in reinforcing, where permitted, shall be � 8 x 8 BOND BEAM N _ � ' ° 48 bar diameters all (cells below finished grade shall be grouted solid. All exterior walls shall be reinforced full height with: #!4 O 4'-0" o.c. max. w/ 1-f�5 CONT. PROVIDE ° / . - #4 at each corner, wall ends, & wall intersections 1 - „~ CORNER BARS (TYPICAL) STORY 16 0 \ .4 At stemwalls contruct,ed of 5 or more courses, provide horizontal joint reinforcement at 16" o.c. vertically, c- a ALT, FOOTING AT (every other course) unless noted otherwise. Lap joint reinforcing 6" minimum. 2-STORY 20" 2-#5 CONT. \ .� 2-#5 CONT. " BUILDERS DISCREATION, 3 1-STORY 12" 9, Timber: Wood framing shall be in accordance with chapter 23 of the Florida Building Code, unless otherwise CONTINUOUS CONCRETE noted herein. PT lumber indicated in sections and plans indicate a preservative treated lumber. Such lumber �~ FOOTING w 2-- 5 GOVT. 2-STORY 16" shall be preserved with Sodium Borate (DOT-Disodium Octaborate Tetrohydrate). If however, ACID or Non-DOT 3" CLEAR 20 / # SEE 1M/S-2 FOR BRICK Borate preservative treatment is used, all attached fasteners shall be Hot Dipped Galvanized. If ACZA (TYP,) LEDGE AT BRICK ONLY, preservative is used, all attached fasteners shall be Stainless Steel. 3 BEARING A T INTERIOR 4 STEM WALL A T GARAGE CURB A T GARAGE 1 Fasteners & Epoxy: 11 Embedment o expansion softs shall be 31/4" minimum e concrete & ent in grouted 4M masonry. Epoxy shall be 'SET epoxy-tie adhesive' by Simpson or approved equal, embedment of rads or rebar dowels shall be 12 bar diameter minimum, uon. Holes shall be 1/4" larger than rebar size & S-2 SCALE: 3/4" = 1'-0" 8-2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4" = 1'-Q" larger than threaded Trod size. 11. Anchor bolts embedded in concrete shall conform to ASTM A307 w/ 3" hooks x specified length. Bolts --- shall be cleaned with a solvent such that they are free of any oily residue. WALL STUDS SLAB ON GRADE, SLAB ON GRADE, 12• Bracing: Provide all temporary bracing, shoring,1 5 CONT. g� P Y 9. g guying or other means to support structural elements in UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE & SHEATHING, # SEE PLAN. 1#5 CONT. SEE PLAN, place during construction. WALL STUDS AND SCHEDULE 3. OMIT ® THREADED ROD ANCHOR SYSTEM SEE SCHEDULES UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE SHEATHING, SEE 2, 5 & 6. SCHEDULE 3. OMIT THREADED ROD ANCHOR SYSTEM _ / ,r° 4 ° °� 4 ,ems 13. Dimensions: Verify all) dimensions with architectural drawings. See architectural, mechanical, electrical and 4 ° plumbing drawings for embeds, openings, sleeves, etc. Which are not shown on structural drawings. SCHEDULES CO � � 4 1#4 EXTENDED 3 EACH \ \ 14. Means and Methods: The structural engineer shall not have control or be responsible for construction 2, 5 & 6 SEE ARCH PLAN SEE 7C/S-2 SILL PLATE SDE OF RECESS. (TYPE.) means, methods, techiniques, procedures or sequences; for the acts or omissions of the contractor, or any ( ) 8" �� „ „ other persons performling the work or for the failure of any of them to construct the work in accordance CONNECTION, 8x8 THICKENED 12 x12 THICKENED w/ the contract documents, 1 " - SLAB ON SEE SCHEDULE. SEE ARCH PLAN EDGE w/ 1-#5 1'_0" EDGE W/ 1-#5 15. Shop Drawings; Shop drawings shall be prepared and submitted to the Engineer and Architect for review for 5� _ / GRADE --� SEE 7C/S- 2 CONTINUOUS. CONTINUOUS g ' g p p g , all structural elements; utilizing prefabricated components. 1 -#5 CONT., ° ° . / _ f4 SEE PLAN. ,,�' ~~ 16, Schedules: Schedules & specifications for the following items appear on sheet S-1: wall studs, structural • PROVIDE CORNERS : 4 ° 51 SLAB ON 6A TH ( CKEN ED SLAB 6B THICKENED SLAB ° , °� �� GRADE, wood panel sheathing, uplift connectors, shearwalls, headers, spacing of threaded rod anchor. ! n BARS (TYP.) / � � � i 2 LJ J 4 - -\ SEE PLAN. S-2 SALE: 3/4" = 1 '-0" S 2 SCALE: 3/4" = V-0" 17. All exterior porch ceilings shall be sheathed with one of the following: Gypsum (waterpiroof) green board, w/ 5d cooler nails 6" o.c. edge & field I--. r SHOWER PAN SLOPES T0, DRAIN, SEE : 4 ' '/4" (or greater) CDS( plywood, w/ 6d common nails 6" o.c, edge & field - \ �\ \� ARCH PLAN, MAINTAIN 4 MIN. o \/ / 1 �( \� \/ �\ / \�\� SCHEDULE 'AA' SCHEDULE 'BB' '/ie" OSB, w/ Sd common nails ® 6" o.c, edge & field SLAB THICKNESS. \ , \/ CONNECTOR E A / / ( p ) Z a� 2nd LVL KING SPH4 6 016' O.C. SPH4 6 032" O.C. 18. Curved frame walls shall be constructed with studs at 8" o.c. stud size and species as indicated on S-1 �� SHOWER PAN SLOPES TO DRAIN, SEE ARCH B CS16 032 O.C. CS16 032 O.C, Sheathing shall be 3/8" CDX plywood installed with the strong axis vertically on the exterior surface of W \ \ STUDS TO 1St a the wall. Fastening shall be with 8d common wire nails @ 6" o.c. edge and field. .4 4 4 0' \ 8" CMU STEMWALL w/ #4 0 48" O.C. VERT. \ /% PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. LVL FRAMING. o C SPH4 6 032" O.C. SPH4 6 032" O.C. Q 0 �\ - MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE 19• Limit of Structural Engineers Design Responsibility: The items specifically designed by the structural �y REINF. CENTERED IN WALL GROUT ALL CELLS ALT. FOOTING AT BUILDERS DISCRETION. w p engineer are limited to the following: continuous load path for wind uplift, wood panel shearwalls, wall LL 0 �\ SOLID. FIELD BEND INTO CURB. PROVIDE (2) MSTA24 TO 9 WIDE (2) MSTA24 TO 12' WIDE framing & re 'd sheathing & headers direct) supporting� g q g y roof framing. Items not designed are pre- CORNER BARS (TYPICAL) SEE 1M/S-2 FOR BRICK U LTT20B TO 4' WIDE LTT208 TO 6' WIDE engineered wood floor & roof trusses, floor framing not specifically addressed, truss-to-truss connections, ���--- LEDGE AT BRICK ONLY. U E HTTI6 TO 9' WIDE HTTI6 TO 12' WIDE and any architectural, mechanical or electrical system. ; < MONO. E D G E w SHOWER RECESS PROVIDE OLID CS16 TO 9� WIDE CS16 TO WIDE � Z Q 5 STEMWALL w/ SHOWER RECESS r5M / B CKING BE EEN (2) CS16 TO 9 WIDE (2) CS16 TO 12 WIDE CONNECTOR NOTES: SIMPSON STRONG-TIE QUICK-TIE ALTERNATE CONNECTOR B ALL TRUSS-TO-TRUSS � D S-2 SCALE: 3/4 = 1 --0 S-2 SiCALE: 3/4 - 1 -0 FLOORS. 2nd LVL WALL STUDS TO 2' CONNECTIONS SHALL BE PROVIDED CONNECTOR FASTENERS CONNECTOR FASTENERS I-"" 0 1st LVL WALL STUDS OR BY DELEGATED TRUSS ENGINEER. A35 12-8dx1' 2" - - (n FRAMING CONNECTOR 3 WHEN USING TWO STRAPS ON H2.5A 10-8d HA4 9--1Odx1 '/2" , 4 EXTENDED STRASINGPE PLY TRUSSES,S DIAGONALLY ACROSS DBL. H3 8-8d HA4 9-10dx1 '/2" 3' EACH SIDE TOP PLATE FROM EACH OTHER. USE WOOD PANEL SHEATHING IF � ANCHOR CONNECTOR A H8 8-8d - - STEP, SEE ARCH, OF RECESS. 3" TYPICAL DRILLED & EPDXIED THREADED , „ , „ SHEARWALL SEE PLAN AND ( ) DOUBLE TOP PLATE THE FASTENERS TO RIGHT. MTS12 14-1Odx1 2 MTS12 14-1Odx1 z ' ROD ANCHOR, SEE GENERAL 4. 5/,,"0 OR 4 � THREADED RODS WTS20 24--10dx1 /2' SCHEDULE 4. c � (TYP') NOTES AND DETAIL 2/S-3. TO WALL STUD. � " � _ _ INTERIOR STUD BEARING - HEADER, SEE SCHEDULE 2 SHALL BE EPDXIED 'TO SLAB CS16 22--1Od (*) MS36 26-10dx1 ' z" (*) UPLIFT CONNECTOR AT TOP FTG. PER FOOTING w 5" EMBEDMENT. OR TO LTP4 12--8dx1' 2" (*) LS12 5--1Odx1 '/2" WALL, SEE SCHEDULE 2. ° / UMBER OF AND BOTTOM OF STUDS, SEE 5A (NOT 4'/4 " MINIMUM NSTUDS EA SIDEKING CONNECTOR D STEM WALL w/12" EMBEDMENT. MSTA24 18-10d (*) MS24 18�--10dx1 '/2" SCHEDULE 3. OMIT (� THREADED SHAWN SILL PLATE CONNECTION, ) EMBEDMENT OF OPENING, SEE /SIMPSON H3 AT SAME HEADER TO JACK (SEE 8/S-2 FOR TYP. ANCHOR MSTA30 22--10d ROD ANCHOR SYSTEM SEE SCHEDULE 3. SPACING AS CONNECTOR AHII STUD INSTALLATION & EMBEDMENT /2 0 HTT16 see below 7B C� CURB SCHEDULE 2. � ) N LTT20B see below QHD1 (see below QHD2 see below RODS) STEP, SEE ARCH, PLAN. SILL PLATE, I ROUGH OPENING SEE ARCH, I 5. (*) INDICATES USE OF HALF OF SPH4/6 10-10dx1 '/z" LS18 (**) .a SLAB ON GRADE, SEE SCHEDULE 3, SLAB ON GRADE, FASTENERS AT EACH END OF 4 SEE PLAN. LUS28 6-10dx1' 2" to ledger & 4-10d to truss Q . SEE PLAN. AT OPENINGS LESS CONNECTOR. NUMBER OF JACK STUDS THAN 4' PROVIDE 6. ** HUS28 20-10dx1 ' 2" to led er & 8- 104 to truss • / /� � ( ) BEND LS18 STRAP OVER DBL, s , 9 EACH SIDE OF OPENING, SPH4/6 AND ANCHOR TOP PLATE FASTEN TO DBL. TOP s r6 threaded rad embedded 7" into masonry CONNECTOR E SEE SCHEDULE 2 PLATE w/ 5-10d AND FASTEN TO ABU44/66 stemwall w/ Simpson 'set' epoxy or equivalent. BOLT OR ROD ANCHOR KING STUD TO STUD w/8-10d. Fasten to post w 12-16d DATE CL 8"X16" THICKENED ° °, PROVIDE SAME EDGE D FOUNDATION, t WITHIN 6", UNLESS HOLDDOWN ANCHORS 8 w/ 2-#5 CONT. 3"� STEP, SEE ° DISTANCE AT MONOLITHIC ADDITIONAL FASTENERS 6" SHEARWALL ANCHOR HTT16 18-16d COMMON NAILS TO POST & 5/ "� A307 THREADED ROD TO FND. DESIGN/ DRAWN DESIGN DRAWN • 0 1-STORY 16" ARCH• 4 SLAB FOOTING. REQUIRED FOR SHEAR NOT VIS PRESENT. HTT22 32--16d SINKERS NAILS TO POST & 5/ "0 A307 THREADED ROD TO FND. LAP/MRG (4" MAX.) EQUAL TO SLAB SHOWN FOR CLARITY, SEE 8 2-STORY 20" __ UPLIFT CONNECTOR HD8A 3-7/,, 0 A307 BOLTS TO POST & /8"0 A307 THREADED ROD TO FN_D, CHECKED THICKNESS. SCHEDULE ON S-1. CONNECTOR C QHD1 18-16d COMMON NAILS TO POST & '/z"0 A307 THREADED ROD TO FND. LAP 7C Q SLAB RECESS 1st LVL WALL STUD TO SILL PLATE QHD2 30-16d COMMON NAILS TO POST & 5 8"0 A307 THREADED ROD TO FND. SHEET LTT20B 10--16d COMMON NAILS & '/2"0 A307 THREADED ROD TO FND. M 0 N 0. FO 0 TI N G A T S T - W TYPICAL OPENING DETAIL AND PA51 EMBEDDED IN CONIC. FTG & ATTACH TO JACK STUDS w/16-16d COMMON NAIL. r7 EP D0 N 8 TYPI CAL ANCHOR INSTALLATION 9 U STRAPPING SCHEDULE- 10 a 5--2 SCALE: 3 4" = 1 '-O" „ _ ,_ �, CON EN TI ON AL H OLDDOWN FASTENER SCHEDULE S 2 / S-2 SCALE. 3 1 Q �-2 SCALE: N.T.S. S-2 SCALE: N.T.S. (SIMPSON & QUICK-TIE) Yo Aill"M(L GIRDER TRUSS OR SPECIAL REQUIREMENTS AT WINDOW/DOOR MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST REVISIONS BY 1 BEAM w/ STRAP OPENINGS, GIRDER TRUSSES, AND WIDE ROD GENERAL NOTES: SPACING PER SCHED. TOP PLATE w/ NUT AND WASHER. LEGEND: THREADED ROD SYMBOLS NUT AND WASHER 2 1 SPACING: The threaded rod anchoring system shall consist of A307 threaded rods (diameter per r BOTTOM OF THREADED ROD FASTENED PER ROD NOTES 3" MAX 1 To late splice shalll not occur between schedule 3 oriented vertical) and attached to the foundation and to the uppermost z TO LOWER LEVEL BEAM OR HEADER 7 r 3" MAX P P P �, Y PP I I I I I 1 ► I -`� the king studs and then first threaded rod plate at the locations indicated in these documents. Above top plate, provide a 3"x I I I I I I i I w/SIMPSON HTT22 PLACED UPSIDE 5 3 x /4 thick steel washer. Fasten with a nut and allow at least 3 threads to extend iHEARIWALIL i SHEIARWA,LL I I anchor. 1 SEE RLAN SE PLAN I I DOWN' WALL STUDS & 20 Provide full sheathing above windows, and above tightened nut. t This system eliminates the conventional strapping requirements THREADED ROD I I R SPACING 6 g ( Yp ) Y PP g q TERMINATES AT I I I I I I I I I X TOP OF THREADED ROD TERMINATES AT SHEATHING PER POST BELOW nail w/ 8d Ca7 3 OC edge & field. of wood framed construction (i.e. stud-to- late ties, bottom late to foundation ties, /� P R SCHED 4 ( ' P p INTERMEDIATE - 1 I I I I I I ► I UPPERMOST TOP PLATE, SCHED. 2, 5 & 6. O3 For rods specified on plan adjacent to wall I I I I � GIRDER, SEE floor-to-floor straps, and header to jack stud straps) unless otherwise noted in these I I I I �- PLAN openings, locate rod within 3 of the king documents. LEVEL w NUT THREADED ROD stud. AND WASHER. I I I I I -I-� I I I TOP OF THREADED ROD TERMINATES AT O •� /FRAMING OPENNG 0 - L { L------L INTERMEDIATE LEVEL.ROD INSTALLATION: I ISYSTEM PER ROD4 Provide an additional row of 8d nails � 6" � �• � I �-_i----- I —�I-�- At all plate penetrations, provide a hole in the plate / larger than the diameter of the I I I I I I �� •r F P► NOTES AND PLAN • o,c. Into one of the king studs adjacent to _ 1-__ �-71� __L______J____I_-- �______� a g '; PP SEE SCHED. 2 threaded rod used, While single continuous rods are preferred, couplers (Simpson CNW or FLOOR ► rf�fvl r II I I I �� I I '`' o all openings (In addition to other nailing 1 I I 1 1 DE("> t, r " --- equal) may be used in cases where one continuous rod is unfeasible. The rod shall be FRAMING I I I I I I I I I I QUICK--TIE (TM) PRETENSIONING �'. � � � rn1�.4 04�,. SILL ANCHOR INFILL ROUGH OPENING specified in schedules 3 or 4), i I I I I _ JJJ installed approximately centered in hole. Rods may be slanted from true vertical by a I I I I I STRETCH TABLE r ; BETWEEN RODS PER SEE ARCH. 5 Where rod is s ecified on Ian adjacent to I I I I I r � - 0 P P 1 maximum of 2 Inches In 10 feet to avoid conflicts with floor and wall framing• The nut i I I HEADER, I I ,� P " c d I I I I a . SCHEDULE 3• girder truss or beam, locate rod within 3 of above the uppermost late shall be secured over the washer to a snug-tight condition 1 HEA WAI I I S EARWALL PRE-STRETCH LENGTH STRETCH REQUIRED TO g PP PI SEE PLAN M I ? ►, .. ® post. I I SEE IPLA l I I I SEE PLAN I OF WIRE ROPE (Lc) PRETENSION WIRE ROPE plus one-half turn of a standard wrench (approximately 25 ft.-Ibs. of torque). I � �� (Distance from slab to top o; 1/4" QT 3/8" QT © At openings greater then 4'-0", attach dbl. EPDXY ANCHORING: I 1 I I r I I uppermost late of wire roper ROD EMBEDMENT -�- FOUNDATION top plate to header w//SPH4/6 @ 32 o.c. If All threaded rods shall be drilled & epoxy anchored with Simpson 'SET' High Strength j I I i I i 1 1 1 1 3 5 DEPTH PER �-- SEE PLAN cripple studs are used attach SPH4 6 to p Y P g g I l I l I 97 /4 /$ f' ROD NOTES PP / Epoxy or approved equal, �� Provide a minimum edge distance (measured from centerline of FOUNDATION 109" '/8" 3/a' cripples & attach cripple to header w/H3. rod to edge of slab) of 2 for 2x4 framing and 3 In 2x6 framing. (See 8/S-2 for FASTEN THREADED ROD TO ADDITIONAL ANCHOR Q7 When rod spacing exceeds 6'-0", provide 1 FOUNDATION PER 1/S-3. NOT SHOWN BOLTS PER SCHED. 3 121" 1" 7/8" typical anchor installation & embedment of /, "o rods) „ an additional rod of 8d NAILS � 6 O.C. into 145" 11/811 1 dbl. ictop n plate. Stagger this nailing with 2 THREADED ROD GENERAL NOTESrT-� ANCHORING SYSTEM SYMBOL DEFINITIONS 210" 1Y"', 1 V2" THREADED ROD ANCHORING SYSTEM245" 2" 1 /8 r- 5-3 SCALE: N.T.S. S-3 SCALE: NTS S-3 SCALE: NTS 260" z'/e" 13/,," � � N •^ C] CO _ N n DBL. TOP PLATE, SEE NOTE 6 OF HEAD AND SILL FRAMING & FASTENING SCHEDULE _ 4" - 1 '/4" 2x6 2x_ SYP.#2 DBL. TOP 4'-0" MIN. AT EXTERIOR WALLS, FASTEN O w �, 71) LO SEE SCHEDULE 2, 1 - 1 WALL SHEATHING TO DBL. U — t" � - 1/S-3 FOR SPH4/6 ROD NUT MAX 1 / © 2x8 1 / PLATE. FASTEN TOGETfHER O > ROUGH MIN. HEAD OR MINIMUM HEADER, PER O L STRAP FROM GARAGE REQUIREMENTS. & WASHER z w 10d COMMON NAILS � TOP PLATE w/ 8d C� 3" O.C. � Q OPENING SILL PLATES FASTENER E.E. SCHEDULE 2 OPE INC / ° ° ° ° ° ° ° ° ° p � PER NOTESX ° STAGGARD INTO BOTH PLATES "' +- 0 � � o DOOR HEADER TO JACK 4-12d ° 16" O.C. PROVIDE 3- 10d Q U o a STUDS, SEE SCHED 3. GARAGE HEADER, 4'-4" (1)2x4 SPF #2 TOE NAILS ( - - _ WITHIN 24 OF ANY SPLICE. 0 � oo Q SEE SCHEDULE 2. 6'-4" 2 2x4 SPF 2 (1)A34+ 2-12d KING & JACK END FASTENER FASTEN CORNER x = ao :N co > COMMON NAILS EA. SIDE ( ) °� N O # TOE NAILS •• ~ OF SPLICE TYPICAL TYPICAL 0 q 4 STUDS PER POST TOGETHER ¢ ¢ X ° NAIL FROM ( ) O -5: N THREADED ROD, 8'-4" (3)2x4 SYP #2 (1)A34+ TOE NAdIL5 SCHED. 2, w/12d COMMON N OTHER SIDE N 24 MAX. EXT. WALL O) O) 0, SEE SCHEDULE 4, OF 2nd PLY. - 6 MAX. INT. WALL ADD SIMPSON PA51 STRAP WHEN GARAGE WING 6-12d -+- � WALL C 3'-6" EMBEDDED IN CONIC. FILLED 12'—a (3).x6 LVL (2)A35+ 6-12d NAILS 2x8 SPF T&B (2)12d 6 O.C. O0 CL STEM WALL, FASTEN TO KINGS w/ 18-16d NAILS. SEE BELOWINT WODSTORY CLEAX GIRTS RUHEIGHIRED T EWALLS.TWEEN WINDOWS w 12d Q - HEAD OR TOE NAILS (STAGGERED). X 8 DBL TOP PLATE SPLICE DETAIL N 3-2x_ STUDS (SEE DETAIL BELOW ,t SILL PLATES E.E. (MIN) CORNER POST D (6)12d TOE NAILS TOP 8 O.C. SEE SCHEDULE ) X c ° O O AT CORNER. & BOT. TYP S-3 SCALE: 3/4 = 1 '-0" U ADDED PA51 STRAP KING & ( ) CROUCH OPN'G, SEE ARCH. EMBEDDED IN CONC. JACKS a w = SHEATHING r- DBL STUD @ END OF SHEARWALL PT. SYP#2 SILL PLATE, SEES CONCRETE SLAB, FILLED STEM WALL III 6 w v CONT, AT HEAD & SILL OR GIRDER TRUSS. SEE DETAIL # SEE PLAN. PER SCHED. � rn � 2x6 4r Zx$ 2X4 IF NO THREADED ROD OR ANCHOR SCHEDULE 3, WHEN GARAGE WING OR PLAN ¢ GIRT/VERT FRAMING IN St 7/S-3 FOR NAILING PATTERN. BOLT 15 LOCATED A�5 SHOWN PROVIDE SILL PLATE WALL IS C 3'-6". N JOINT. NAILING PATTERN NAILING PATTERN LTP4 ON INSIDE FACE. OR 2nd FLOOR OF A 1/2 "0 EXPANSION BOLT (w/ 5'/42x SPF " -- 33/4" TO 5'/4 " BOX BEAM BETWEEN WINDOWS 2x SPF TO FT ARCHED SINGLE STORY WALLX EMBEDMENT) w/ 11/2 " PLATE WASHER. aid r iN 11 THICKENED SLAB N TWO STORY FRAMING DEPTH REQ'D. ADD 3rd p Ln EDGE 0 GARAGE I I 5 HEADER ABOVE HEAD �c SILL FRAMING –�- 4.� 8,. (2)2x_ L2x_ �1 -0 6 16 MIN. EMBED. MAX MAX. MIN, BUTT JOINT OF PA51 IN CONC. OPENING, PROVIDE AT A DISTANCE OF NO LESS FILLED STEMWALL. PA51 IN STEMWALL S-3 SCALE: 3/4" = 1'-0" STRAIGHT —`I—{--- (2)2x— THAN 6" AND NO MORE THAN 12" FROM DBL ROD ALL BUTT JOINTS IN THE SILL PLATE. 4 GARAGE WING WALL ELEVATION ROD, NUT HEADER, PER 6 INSTALLATION 7 BUILT— UP MEMBER SILL. PLATE BUTT JOINT DETAIL S-3 SCALE: 1/2" = 1 '-0" STEMWALL SHOWN, MONOLITHIC & WASHER SCHEDULE 2 OPE IN S-3 SCALE: N.T.S. S-3 SCALE: N.T.S. S-3 SCALE: 3/4" = 1 '-0" SLAB FOOTING SIMILAR. PER NOTES GI11 RT & FA TEN RS ROOF PECK, SEE - Q KING & JACK P R 5/S-3 2x SPF BLOCKING � STUDS PER -) 2x_ SYP#2 CONT. FLOOR DECK, SEE FLOOR DECK, SEE SCHEDULE 5. RIPPED TO FIT SCHED. 2. = ATTACH TO DBL 10d� 4" O.C. SCHEDULE 6. SCHEDULE 6, WITH GAP SHOWN TOP PLATE AND 12 PRE-ENGINEERED WOOD FASTEN OSB TO NAILER ATTACH SW SHEATHING TO 2x SPF DIAGONAL �, ADJACENT TRUSS. BLOCK ALL TRUSS w/ 10d - /16 OSB DIA. FASTEN ROOF TRUSSES (7 24 O.C,, w 1 ROW 1O © 4 O.C. '- %'��/'�%%'��'' ''''' TO TOP PLATE w/ (2) SEE SEE LEFT BLOCKING FASTENED /O PANEL EDGES. NAILING TO @ 3' O.C. EDGE ARCH DESIGNED BY OTHERS TYPICAL _ FOR INFO. /( ) MATCH SHEARWALL. / w 2 12d E.E. ( ) HURRICANE CLIPS PER NOT SHOWN � OF 2x MAY ;\` `%/' ` � ,�/ ;; ROWS 10d 4 O.C• & OVERHANG DBL. jam,/�� ,/;� 2x4 NAILER w/ (1) NOTE: TRIM WALL SHEATHING TO MATCH " ;% /�,/i,;; UPLIFT CONNECTOR 7/16 OSB DIAPHRAGM TOP PLATE. . .� /�,�� - TRU TRUSSES WITH RADIUS WINDOW FRAME BY t 1/2" PRE-ENG. WOOD / ROW 10d © 4 O.C. SCHEDULE 3 „ - FASTENED TO TOP PLATE (TYPICAL) - ROOF TRUSS BOT. 11 /4 ,; ,:: HEEL C 1 —O l ROUGH OPN'G, SEE ARCH. w/(2) ROWS 10d 4" O.C. CHORD MAX. FLOOR FRAMING T@R PLATE EL IF SHEARWALL IS DBL TOP SEE ARCH 11 R AD U I S WINDOW FRAMING x4 NAI FASTENED INTERIOR SHEARWALL, ABENEEADTHDIFLOORY 0 � PLATE SYP#2, S-3 SCALE: 3/4" = 1 '-O" SYP#2 2 LER FAS E ED FASTEN TOP PLATES SEE SCHEDULE. TRUSS, OMIT HORIZ. C) D MATCH STUD WIDTH. WALL STUDS TO TRUSS BOT. CHORD w/(2) ROWS 10d � 4" O.C. TOGETHER w/ 2 ROWS INTERIOR Z � OSB & EXTEND WALL Q 0 CLIP FROM DBL TOP \- & SHEATHING, '/z" ANCHOR 24" MAX. CORNER FRAMING, (TYP BOX COLUMN ALTERNATE OF (4)10d BETWEEN /16 " OSB (ON ONE SIDE) BLOCKING PANEL SHEATHING TO TOP (Y W SEE SCHED. ) EACH STUD. SHEARWALL, BETWEEN FLOOR TRUSSES (2x4 SPF ALL FLANGE OF FLOOR ~ PLATE TO STUD, SEE 2 & 6 NON-STRUCTURAL, BOLT w/ 1 /Z 0 `I HOLDDOWN: INTERIOR SHEARWALL, SEEIL SEE SCHED• 5 SHEATH PER SCHED. 3 w ON SIDE OF COLUMN WHERE SCHED. 5 FOR NAILING. AROUND). ATTACH TO DOUBLE TOP PLATE TRUSS. W UPLIFT CONNECTOR SOFFIT SEE ARCH, WASHER CTR'D / FOR NAILING. Q Q SCHEDULE 3, OR O 8d COMMONS 0 3" O.C. HEADER BEAMS ARE w/5-16d NAILS BETWEEN EA. FLOOR TRUSS. W J 0 THREADED ROD PER ON EA. SIDE, AT ALL PANEL EDGES. SITUATED ABOVE ATTACH OMIT AT THREADED SCHEDULE 4 OR EXTEND SHEATHING 4" MIN. EMBED. ALTERNATE A ALTERNATE B PERPENDICULAR PARALLEL CJ ROD SYSTEM. OMIT WHEN USING VERTICALLY TO TOP ° (D :/— MIN. (2) STUDS UNDER THE SILL PLATE TO SLAB w CONVENTIONAL OF TRUSS AS SHOWN. SYP#2 PT BEAM, UON, ATTACH w/(1)'/2 x 6" EPDXY EITHER ALTERNATE MAY BE USED, EXCEPT AT SW--2. AT SW-2, USE TO FLOOR FRAIM I N G TO FLOOR FRAMING W C) z STRAPPING. PROVIDE 2x4 BLOCKING BOTTOM PLATE BEAM TO BUILT-UP ANCHOR WITH 3" SQUARE ALTERNATE A AND REDUCE TYPICAL 4" NAIL SPACING TO 2" O.C. AT HORIZONTAL JOINTS. POST w/(2)HTS20. STEEL WASHER. ATTACH r137� INT- SHEARWALL A T ROOF 14 INT. SHEARWALL A T FLOOR = � 10 ROOF- TRUSS CONNECTION TRUSSES WITHr12� 130XED CORNER I�TUDSHTO BOTTOM � < COLUMN AT PORCH PLATE WITH (1) 2.5A CL � '—O„ AND TO HEADER ABOVE �-3 SCALE: 3/4" = 1'--0" S--"3 SCALE: 3/4" = 1'-O" � LL- S-3 SCALE: N.T.S. HEEL � S-3 SCALE: 3/4" - 1'---0" WITH (1 )MSTA24 STRAP. HURRICANE CLIP WALL STUD ROOF, SHEATHING, H3 HURRICANE CLIP CCS EA. PLYWOOD OR OSB SHEATHING, PER SCHEDULE 5 PROVIDE BLOCKIrVG FOR OUTLOOKER TO TRUSS. BOUNDARY OF SEE SCHEDULE 6. STRAP FROM 2ND FLOOR ROOF DECK @ RIIDGE. SEE SCHEDULE 6. 2x4 SYP#2 OUTLOOKERS SHEATHING SFE DETAILS SYP#2 LEDGER 1 , 2 3, 5, STUDS TO 1ST FLOOR ATTACH TO STUDS 4-12d O 24" O.C. EXAMPLE OF PANEL 6, & 8 OF STUDS SEE UPLIFT CONNECTOR SCHEDULE 3. @ 16" O,C. w/12d TOE NAILS - EDGE w/ BLOCKING CONVENTIONAL ROOF FRAMING SCHEDULE THIS SHEET I COMMON WIRE NAILS I I TYP. I PROVIDE 2x4 SYP#2 UPRIGHT WHERE REQUIRED BY . FOR MISC. I OMIT © THREADED ROD ROOF RAFTER MAXIMUM SPAN UPLIFT CONNECTOR ANCHOR SYSTEM PER SCHEDULE FROM TOP TO BOT. CHORD OF SCHEDULE 5 & 6. V) DETAIL. I BELOW. I I I I I TRUSS @ EA. X-BRACE (IF (SYP #2) @24" O,C 016" O.C. DBL TOP PLATE PRE—ENG TRUSS FIN FLOOR EL I I _� VERTICAL IS NOT PRESENT) 2 x 6 9'-6" 11'-6" 1 H3 � 4-12d 1 A35 OR 4-12d Nl _ ROOF TRUSS 3--16d © /•� I X-BRACE SPACING SCHEMATIC O OR TOENAIL$ 12d ( ) OR o 8 NAIL 2d NOTE A 2 x 8 13'-0" 15)-0002 H3 2 A35 I SEE ARCH PLANS EA. VERT. � - NOTE A: NAIL SPACING ATO TOE NAIL ( ) TOE NAIL WHERE A LEDGER IS INDICATED ON PLAN 2X4 SYP#2 _—r ADDITIONAL BRACES SUPPORTED EDGES, (TYP.) I As CEO., EOUALLY 2 x 10 16'-6" 19'-"-0" (1) MTS12 (2) A35 AND NO TRUSSES BEAR AT THAT LOCATION, X---BRACE. I — SPACED wM SPACING SEE SCHEDULE 5 & 6. 2 x 12 19'-0" 2,3'-0" 2 MTS12 2) A35 I _ I THE LEDGER IS BEING USED TO ATTACH THE or 5'-a' MAX. ► DOUBLE TOP PLATE ADJACENT ROOF DECK. USE A 2x6 LEDGER EXAMPLE OF UNSUPPORTED O SYP #2, MATCH PER SCHEDULE BELOW. ATTACH ROOF DECK I I DATE a [1 - STUD WIDTH, PER SCHEDULE 6. 16d�4" C. FROM I '-r7tW/�2 W (UNBLOCKED) PANEL EDGE. NOTE: _ I LATER I BRACE (TYPICAL) USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE—ENCINEERED WOOD ROOF I WALL STUDS & SHEATHING, VERTICAL ��� 16d TOE NAILS @ 8" O.C. TRUSSES, AT CONVENTIONAL FRAMING LOCATED OVER ROOF TRUSSES, SEE DETAIL DESIGN/DRAWN SEE SCHEDULES 2, 5 & 6, REACTION LEDGER SIZE & NAILING I TO BLO BELOW. I FROM BOT CHORD OF TRUSS BELOW FOR REQUIRED LEDGER BOARD AND ATTACHMENT. WHEN USING TWO H3 CLIPS LAP/MRG I THREADED ROD PER 0--775 2x6 w/(5) NAILS @ EACH STUD 2-16d - TO DBL. TOP PLATE 16d @ NAILING TO ON 1 '/ " WIDE LUMBER PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA, CHECKED 776-1250 2x8 w 8 NAILS Q EACH STUD EA. END INTERMEDIATE OTHER. WHEN USING TWO A35 CLIPS ON 1'/ " WIDE LUMBER STAGGER CLIPS LAP SCHEDULE 6 STOPS /( ) " STUDS, ROOF 2 I 2x4x8 SYP#2 LATERAL 8 O.C. # SUPPORT IS 6 VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL BE STRAPPED TO SHEET I & FOUNDATION OR OMIT 1251 -1850 2x12 w/(12) NAILS � EACH STUD BRACE � 48'" O.C. w 2x4 SYP#2 STAG. TRUSSES, OR WHEN USING CONVENTIONAL / BLOCKING O.C. MAX. LION FLOOR JOISTS. NEAREST ADJACENT TRUSS. STRAPPING, LEDGER CONNECTION SCHEDULE 3-16d INTO EA. TRUSS. (a) 24" O.C. K15 FLOOR SECTION 16 WALL LEDGER 17 GABLE END BRACING 2x4 SYP#2 18 SHEATHING NAILING DETAILK19 CONVENTIONAL ROOF FRAMING SCHEDULE » BLOCKING AS SIMPSON ,, S-3 SCALE: 3/4 = l'-O" �-3 SCALE: N.T.S. S-3 SCALE: N.T.S. (PLATFORM FRAMING) LTP4 @ S-3 SCALE: 3/4 = l '-O" S-3 SCALE: 3/4 = 1 0 CEILING NAILER 24" O.C. a )Akt _ ._.� __�...,.....•� ---.�...._._._ ---- _ __� �_.. _msµ-- Mmeo Product Ratings Effectnvee March 39 2002 PRODUCT LINE RATING ns10 SM(in) 14140/50--SH +30 -35 53x78 " Standard single hung ►30 -35 36x96 N4014P/50HP—SH +50 -60 53x63 High performance single hung +50 -55 53x763/4 +35 -35 53x96 TW---SIS +50, -50 53.78 Tilt sash single hung t35 -35 53x96 TS—SH +50 -50 53x96 Tilt thermal break single hung MP—SH +70 -70 5303 Impact single hung RW HIS •+-35 -35 127x61 High performance horizontal slider RW XHP +55 -55 74x5 i Extra high performance horizontal slider +45 -45 l 72x63 M2/3/4/5 SGD x-35 -35 4068 panels Standard sliding glass door. +30 -30 3080 panels 2"Sill M2/3/4/5 PIP SGD +45 -45 4080 panels' High performance sliding glass door 2-1/2"Sill M2/3/4/5 XHP SGL -1-55 -55 50$0 panels Extra high performance sliding glass door 2-1/2" Sill Tr 5' wide panels not available in M3&5 Revised: 04/04/02 --�. \IIDTfl --HYA p71[RS AI IVIG--- R8 SCRELI IIIYTAL ATIPtI AI)CIfpR ••�•�• �' ��� • ' '"••' CAULK BCHIHD �„ _ _ 3 lrppp LUCk AIICHOR CPtILRC7E pR IIASGPIR'( VUtpgV F111 3/16' DIA, CONCRETE OPENING BY OTHERS 'HILI EIIBE➢HENTr CONCRETE OR MASONRY m•• �... ..Y - - - - - _ - CAULK BEHIIID WINDOW FIN SCREV I-t7B ANCHOR OPENIMG Sr DTHERS _ 11)) SHIN AS REG'p.AT EA.SET OF IIISTALLATHIII A1lCMURS USING LOAD BEARIt4 511NIS. MAX. -" SPACE• SHEATHING BY pi11ER5 CAULK BCT11E C U3 B BUCK SHII4 AS RE D, ALLGtlA94E SRIH S1AcK Yq SE l/;•.USC SHINS WHERE SPACE GREATCR T)rRll SUI BY FRTHERS b MASONRY OPf)l1NG BY OTHERS 116'IS PRESENT. BY pT11CR5 � 1_174. HIPo �� _ W/LOAB 7V0 BY VDgq� x) DOOR naTEAIaL.ALUIIIdU11 ALLOY Ln54. �BUCIf BY OTHERS •4•B• (7 YPJ•D�. BEARING SHII1 BUCK DY OTHERS 3) AIS SCRC11 UISTALLA7IQM ANCHORS 1NST BC bF SUFFICIENT LCUO)N Tb ACIIIGVE NUI,GIhC Oii[I IT EIIBEBIIEFIT I INSTALLATION AIICIIOR of h11B•Wfp TVO BI WORD BUCK.CBNCRE TE SCREV ANCHORS AT$ ILL RUST 1 DF SUFPICIEMT _ •� BIO SCREV YTYPJ gISTALLATIUH ANCHOR CAULK 8ET1/EEM FIASOI4RY L[)+GYN Tq A[ruEVC 1113 EHBEONENT OF 1-1/9•INitl uaSOHRY GR L'D)1CRETE. 010 SCREV<7YPJ OPENING THE 6 UppU BUCK 41 NAX ALLDLIM1BLE SPACING BEY1rCEH 010 SCRE11 ANCMaRS AND C@lCREIE SCREV AI(CIIOBS 10 pC 24• S)Ilt1 as REp'D. BY OTHERS b.C-{lax. V7 LOAD 5) USE LATEX CAULK OR EQUIVALENT POR PERINCTER SEaL pROuuO EXTERIOR OF GugR Br alit III b BEARING SHIM SLIDING GLASS \/tlW BUCK ANCHOR 6) IF EXACT ODOR SIZE IS NOT LISTED IN ANCHOR CIWRT,USC ANCHOR QUANTITY LISTEO vltll t1EXT 1/4'ICE DOOR FRAME ' 3716• DIA.CONCRETE LARGER SIZE,FOR THC APPROPRIAT[OCSIG,i PRESSURE RED, SPACE JM1ME SCRE1/ANCHOR BY OTHERS )) FOR POCKET•BOOR SIZES USE CLOSCSY 8Y PASS DOOR SITE 6 CgIVIGURATI[PI TO FllIILII OPEIOdG D) GLASS THICKNCSS IIAY VARY CC CDJCRE7E SCREV PLAIPEASREOUREN EATS In FAIDII OF)GF ASMI OCK 117 D GLASS CHARTS,IDIGLE GI.AZ1tiG _ n I/4•MAX. IS SHOT/N INSULATIN4 CLASS IS ALSO 011AONED. S111N SPACE 91 JAMB,SILL 0ORNLRS AND ALL ANCHORS THROUGH SILL ARE iq BE SEALED vlTu A s1uL Y 1-I/B'lIIN LEAH SEALER. L Jl11NT VL EMBEDMENT 101 ALL INSTALLATION ANCHORS Nu$T DE RAQE OP CQRROSIGtI RESISTANT IulTER1AL S, EXTERIOR a ,u NGT ALL CONFIGURATIONS L15TEG ABOVE ARE Silawtt Qtl THIS DRAVIt1G.HOWEVER INSIALLATIOII 1•MIN WEI BY E�.IE@ITI$, 2' tTYP,) SEG111B��,SLGIIDU#'2' tL Mall",SIRILMIALL APPLY TU HISYALLAIIQ)1➢F ALL CGIXIGURAYIONS. ENBE➢HEUT WOOD BUCK I2' MARX gE¢IHAR6A K 2 SLIDING GLASS DOOR I$ SHOWN. THIS PRINT ALSO APPLIES 10 PIARIC 7, FIN FRAME JAMB EXTERIOR FINISH BY OTHERS �y TEMPERED GLASS a 0r WIPERS CTYP.I EXT-FINISH J1R_ SECTION 2 BY OTHERS INSTALLATION ANClI[]R CHART -- PERyOT1R CAULK DY p70LRS PERIMETER CAULK 1-•l/4'MIN. PERINETCR CAULK BY OTHERS '°�MBEDMENT I11O SCREWS 1N 3/lb' DIA, CONCRETE II10 SCREWS EA. 6r onlERs CALL 1 RA14E MEAD SCRE1•/ IN FRAME SILL,JAND B, HdgIC S�'R1p_ u1MDOV SIZE' nSIZf LL CIN Ttl• 46 PSV 61 PSF UP TO A6 PSF 61 PSF UP TO •16 PSF 61 PSF HCiGHT VI lot/ _ E%T.FINISH iq TO TO Tp TO iq VIDT71 �- BY OTHERS SF 60 PSF 70 PSF q5 SF 60 p5F 70 PSF 15 PSF 60 pSF 70 PPSF I DOORSLIDF GLASS 5068 XO,O%.XX 60-11/16 K 00 3 3 3 3 9 3 3 6. DOOR FRAME "-)3---S.G.D.VID'IH--�- - - 1/4'MAX. 6060 xq,09,kX 72-11/16 n BO 4 4 fi 6 HEAD SHIN SPACE 8060 xp,OX,XX 96"11716 x 00 5 5 y 4 '1 4 3 eQ6 xp ox X G-1/ 8 6 5 5 5 3 6 SILO SIOtlL 0 0 o �� 7{ It 6 6 BY OTHERS - C N 9 bB tl%[7 7 ---b 6 —• ----_.._j)�. p 0 E6ItHJOt1 DOOR . (S��DXa XX 186--5.10 uuRO 9 v'-� l� 9�Oka 145-5,118 DO 7 9 10 7 0 9 3 66 66 24.O.C. HEIGHT I2g6B DXxq,XXxx 144-11716 n'80 7 9 e —� 6 3 6 MAX.LTYP,> / �F� 16068 DXxq, XXxx 19@-1V16 x 88 ID 13 IIQ 7S 9 1 e 3 6 6 f 0 D 20066 OXXO,xxxx 240-11/I6 x 80 13 17 19 11 14 12 3 3 6 6 TCIIPERED 5080 Xq,pX,XK b0-11/16 x 96 3 3 6 VIN➢au EQUALLY GLASS (TYP.) 1-118•)UN._ 6080 XD.Ox, Xx 72-11/16. 96 4 q � q �'�• 3 6 6 SPACE EMBEDMENT 11STALLAVON ANCHOR 8088 Xp,0%,XX 96-H71fi u 9G S g 4 6 6 6 HEIGHT AIICHORS MID SCREV 808 X 120- /16 u 96 6 y 6 S 5 5 6 6 6-- t7YP.> 90 0 Xp D 0 0-5/B' u-9 6 6 7 —6---•-6- 1 SPACE X VOOD FRAMECAULK E4)t 15080 120001 21 IU pX0 18XI 145-5/8 S B)X 96 p 13 Il 7 B 9 6 6 6 / HDDK STRIP 00 0 X . xX%X I ) 7 u 9� 7 cy 6---•--�+ 13—A—__._,},•. •�6 48 IIIS7ALLATIOl1 IBGBO Quo,XXXX 144-11/16 u 96 . 7 10 11 7 6 T-- 1�1 48 DXxq,xxxx I98-11716 x 96 11 I4 17 9 12 1.3 6 S g ANCHOR SCREV D _ u --�• TWq➢Y V005 2000p O%kq XX%X 800-11/16 R 7b 14 19 22 12 16 IB 6 6 6 -' FRAME BY OTHERS ••_,•_ TVq DY FRAMING D b P f <TYP.) � - •,� - _ G+• BY DIMERS SLIDING CLAS _ 1 Op[IR FItAHE �y_ S1L4 SLIDING GLASS •-� �� MON 1 6'HAX,tTYP ;//o J ➢ODI IIpgK 5TR(p T .USIIIIWJ ALLOY 6081. ��••`'/� nn J-11 SHEATHING 2 MUST BE OF SUFFICIENT LTH.TO r r In l.._V)`1TI\JN • e EIIBEpHEN7 - BY gT11ERS )r 1"INTO FRAMIR0 MEMBER, VIEWED FROM EXTERIOR 1-1/4'HIM, X IVa I ~�� 1 6"FROM CORNERS k 24-D.C. EXY.FINISH BY OTHERS OXO DOOR SH13WH EX1f131fI�ELE-VAT[gO • AT MEAD&JAMBS WMH DUD-514 A1ED EQL.APPLICATION OF DUO-SIL PERIMETER CAULK JOW1.1 TEMPERED&LASS IY DINERS •,�. •_. , ETYP.) IPLY WITH SEALANT IAA)IUFAC7UREfl'S SE) SILL IN BEP R SF-c ::::x:� xn. CAUUL BEHIND Fltl AT YIINODI'/54L. ~•••1•• --� -- •-•—••- 'ALEtIT FOR PERIMETER SEAL AROUND —•• �fP \1 /� E' IS DLD ICUICS ROAD OF COFICRE7E OR CAULK f�7]I' SI�INCOR LTD THERS. -f, J K 1 I y C O y �rlr�„J, JACKsD11VILtE•FLORIDA y2%5q INSIALLATION ANCHOR SLIDING GLASS :7,{ti7, .]ACKSONVILU'. FL4{�1DA OT LISTED UI ANCHOR CHART, USE j fY �� ._..�.._- 3/16' BIA, CIINCRETC DOOR FRAME / til\,.11. a mH tlfXf LARGER SIZE. ": v ~" =' nn`u IMSTALLATIODI DE7All_ 4/CJOD FRAME f1PEP1IMG SCREV ANCHOR<7YP.) JAHE y.. ' / YI7LC� w �w__� .......�.,- »-•�Ij'�r CHI4CRETE pk, IPrn SUDIrlG GLASS OOpR 41/T1/q BY VgElp BUCK qf< FRAPIF. MAY VARY PER TINE IS SH 'NN,TS FIN SINGLE HUNG 1 N01 N40/50 {L 1440/50HN L ti 815. SINGLE GLAZING IS SHOWN, = r = _ _ _ MASANRY OPENING /;'•' UpEP111JG OX / XR / OXCI / UxXO L XXxx INSTALLATION 10E1A11 GHALlFIEq. 0.151IECT. ' .�-..r-.` _W H�At'[i`•µ`�`""'p3!<p'1(Q;'�._ BY gTNERSIRCIHIERiBill n1trOG1•1LU'L1 /W- 7.� ..' • OISCIPLINC`MANUEL I;ARTIMCZ4 Fitt JAIR DO NDY REQUIRE MANUEL MARTIN W pj�,' ]am/"p'•"^^0• •1 7— 'El � �1191AT101ANCHORS ARE ONLY RED' CIVIL %!:c ' ,- W.T.S. 0' u •. !<.IAunb7 3 d - E 4X, XO, xX POOR 5PIgb/N EC.RCG 071 )� 82 •_ — REv,ulit� sI¢En moo, q%18O 1 hF 1 - - -- --_.-..�H.wv". -�_k.�.,,4�,��..��..a,P.�.,�..�.,}�.,�.�,m,-.•w �_ �a�� - -..-�-•'-..-_---�-�-- I nr 7.a P BY WUUD BUCK if10 x 11/1' MHIMUM EMBEDMENT OR 11 3/16' PFH TAPCOINS WITH 4.563' 1112' MIN. EMBEDMENT (TYP) x UNIiS SIWIL BE INSi 1.10 R1 Al MIN MEMO R A CAMPY OR (2) PER HEAD AN OVERHAND SUCH ILMI ill ABLE 01111 ill EDGE LF C961 OR OVERHANG iO Sll IS LESS 9115 RES, V�ESS V11 IS INSfAI.IEp IN 1/4' CAP MAX, >< A�CCLP1�1MR10163 p ILII nN 19 HI AND ill AREA ARE(lSl(K 0 i0 r 750' VAIR ormIN w"mIRLM, in pod i h WRIER 1411LIAiIN MIRE VAIN IIff uglim It O 1001911113 IS iKRI)I REOVIRENENI IS U 19D Positive Not A roved x +1 ,0 psf O °° i A ° r I' . -76 Psf °°° MATERIALS LIST ° 0 IiEN id DESCRIPiION. PART NUMBER '. CUMMENTS W[K1D•HERD JAMB EW-12 11/4'x 4 L/16'NTL TO BE W OD �' � � COHPRESSION WEATHERSTRIP A f R N ° ° 0JMB EWiD 1 /a'x4 'Nr . r u °, 0 FIXED iHRESHOLO 1 iOP CHANNEL EW-05 81 11/16' INTERIOR79 5/16' ° EXTERIOR © sr KN 26 o,(.011 +,002-,000) 1IRIIIIDiGIBnHI , ° I MAX ° mayllA BASF FOAM ➢ENS11Y 2,0 IO 2.5 Lbs/ft' ° 80110M CHANNEL ° WOOD LOCK BLOCK EW-OB WOUD STRIKE STILE EW01 111/l6'X 15116'K 79 5116'NTL 10 BE W[)OD WOOD HINGE STILE EW 06 1—11/ilx 15116'X 19 5/16'HiL,i0 BE WOOD ,•a ° ® LUCK FILLER PLAiE EW 09 OSO iH1CK PLASTIC EW-15 .091 THiCK(STEEL) ,,,° ,,, i WOOD-HINGE JRMB11/4'x 19/16'NIL.TO BE V000 O YIO x 3/4' WORD SCREWS (4)SCREWS PER HINGE O 10 z 2'FJIW,S (2)SCREWS PER HiNGE p,�h11NE O III I' d VINlh�111 I Vi'OIiM R m xH9I HI;uU m xc4m a w OPPOVEDASC 1V014 ca yw PHI WI OW119110ml 1.25' Soo ji'mD © ' 1I0 x 3/4'F RWS. (2)SCREWS PER HINGE __TDATE% B 1 T 8 z 2 F,H.WS, 2)AT EACH STRIKE PLATE Paowctco 0 L(ICKSEI WIKSET BRAND 200 LOCK ����aIFlCE WOO , OADf COUNTY HDDIFICATIONS 61211W JD P BY WnnD BUCK IIDIIIS:DWE MID,fm ' aG N6 ' 040E COUNTY HOOIFICATIONS K JD fNNIG If +CRfSSlP!!fD,S10C�".la'S E!: D rnGl y'IJO�J1k1s) f�Vlli�i� Ni"SIE if N1 Y HE DOOR 910 x 11/4' MINIMUM EMBEBMENT OR —fif-RS, �q►�; SCALtt 3/16' PFH TAPCf1NS WITH ENTRY MIN,�IIE�Ifl 1 I 1/2MIN, EMBEBMENT (HP) SIZE fR 31 11 1 W11 (2) PER HEAD JAMB P�IiiI ,NS6616R �" SHEET R OF (a DOOR CONFIGURATIONS PlVIfD�ilfi►fR C 40.114,MAX 1•MAI /•MAX ,•wX ]•MAX T MAX /•WAX INTERIOR T wx NAY MAX MAX too*MAX I MAX-1 I I 71 1/+• J A•MAX l3•MAX MAX 37 1/2•MAX IS' � Z9.7M• t7 MAX ° MAX 35 Ira• 15, X 16 gp 11 MAX 2 2A t6 1/�• MAX O 15 x SHIN'MAX 2zx 6 12 t9 MAX :3• / A MAX r IS•MAX t•NAX A 9/I4• _N_16 • ] MAX �•MAX 3•MAx 1+' I Illax-1 H,1,,%,x-11 I I� WAX�i wX wX2 / 6•MAX 1 1r'�-'�•% t 3•MAx A•WAX 15'nA% A•MAx---1 L ]'HatW WAX 0.G / / MAX p SfC CLALING pCYAII 4'WAX Max t3'rwX v X _ I v+• EXTERIOR 17 IS•MAx O B4 It/l6" O.G MAX O 114, IS•MAX MAX SECTION A is.MAX + X MA; '—NAY 1 GLAZING DETAIL INSWING OTHER CONFIGURATIONS 6"MAX , LLL------ A. ]/+• 68 7/+• t/16• 5"MAX Ax MAX MAX E%ERINVILLI:LATE%CAULK EE MAX ,•MAx 1 - XEXTERIOR ESE 7 AL IIX LINIEL LKIZ NOIED,FRAC• DEC ANG EVRVSif➢li LATEST iplEd•Std C[41L U11 Al :.n=o%c+x:+rCv;h6vrrHTHE Eii lR REVSllf6 EENMI BT c A 1,ocvlc C Jo R Aooeo PAL[s«qp1 cyrlmrsr PARi INTERIOR Ararul AS t�rrgritr tr+f ler sullss Qurtx 400 SUNS Mlu raa,K:, AX :I.,:t;tires, 5° pg �8T L-11'01 NA 1r 1 :;.,,�:i�,-'t'. . SOU rl A 1 I E praausul[S wlii ii a Auo onca uwt msjQRAi ,•"r •L pA C JtJ l!J 4 1/2' AT '�'• U 1 n Itr_ PREMDUR ENTRY SYSTEMS 31-1()•20'-` •:rAurI GLASS T3Ir �9 I>�v TAE, PrtoOl r cam' ao1v1s0d 911E EFTERS@I SHEEP '5 []F..° t Paop + o�lvrl M R e I�Y Y M 31-1020-E�W-1 O.ILPw0000ECQ1APLIANCEVFFlCE PITiSM,a 66162 `'°ON ' 1/113' TERPEREO GLASS T 9UR•OIN0000ECOMPOAIICEOFFICE G SHEET 2 tlF 6 ACCEPTAIICI:M10 O{-07�V•/g ,. ia1, ES IF, f .. f ACCEPIAHCE NO. tfY(57x lLIRI C