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HomeMy WebLinkAboutPlans for Leisure room - Miscellaneous - 45 THISTLE ROAD 1/29/2026 E y�Fa I ' w "0 ' —ENCtnsuRE inn. O.H. V JSSu WIL`T.i D.H. 18'MAX IS'm MAX C.H. 1s' S¢ (ttP OF 2) cli d l I I nu Paves FU Puy g I o 00 IX s I SEE 5-3 k S-5 FOR DETAILS i REGARDING I I H N Qphpo Cb.RS(RUC(ICN� I I ( I - F cr p j fI ,is 1 I Nell ,is I g l o L a � II �i (( b�� II I (7YP OF z) a $ i , I w ROOF PLAN FLOOR PLAN > > m = m oI K QiWU Q O � U iN ❑ ISF S�tY'fURE SlkJ.'TDRE wF PRRE,^.:10., �vOF PROJ,.,,,�,.t H RCG=PANEL ROOF PANEL ROOF PANEL ,--TO H.3r MAX � � K 35'MAX ' { S 18o MAX I If 5i3 ! I 3 2 w ' f _)U FU PANEL 2'kV 45 AS 'MD 6'Po " 4 RtC i5` s I 4P Alm +E'X�W j { SUP FOR'SI.AB�\ SUPPQR!att9� —"LL PANEL OR DECK OR DECK I LEFT SIDE ELEVATION FRONT WALL ELEVATION RIGHT SIDE ELEVATION 315' i`-G' 3/8•_ ._C, 318'-1'Y OFS :r TYPICAL STUDEOTi`LE EiCLOSURE oar � 4 m I ..a'-1.c, i I. SEUON sEeNON / NUMBER, E NUMBER ..IEQC�Q��Q SIZE a "Y SHEET P1o. S CAM ON �1`cRAw`c � fdNAIENG��.. cuRRENT C DRa�t�NG) sONavN 7, J i SECTION SECTION CALLOUT LEGEND b/fb it -- 82 ENs P tj t:j m 3> 3/4"_ o 8og! 13 gg 2 1 MIN M cam IN s -il 51 IA E2 1 3/4 F M �6 MIN .55 II A, �p 6 -T Ail m F K-0 A A p�x o m _L41� 8 Im F- m.,m r r r , p o p j-, 6- m k pz Ug a M5 Qo m V com 8 -3on 9_3's gm im 6 P199 igg p 2 JR�, D�17_ Hy COMMENT__ ORDER NUMBER: STANDARD SET TITLE cf� ,D, DRAWN IIY� 0.DURBIN - ABBREVIATIONS THIS BAR -b—B GENERAL NOTES ------ 8WFA CH 44017 Q URTN MEASURES Hh(440)2M-4100 AND EXACTLY E ONE AT 6' W�84040 -1812 SENUE.- AS NOTED FOUNDATION MAIL O"ONS INCH 0 C'o, $ -7988 fRa: 824 DATE: JANUARY 2, 2003 I FULL S.. 1J4"X 5°SS ROOF SCREWS WITH HEX SCREW PLATE AT 10°O.C.& !#a SMS 012 OC-70MPH&BOMPH WIND ZONES(ALL CASES) 1j4'X 5"SS ROOF SCREWS WITH 8"D.C.AT ORNERS 9O MPH WIND ZONES&PATIO ROOMS 5 10 T HEX SCREW PLATE AT 10'O.C.& 8'O.C.AT CORNERS \ 3 3J4'ROOF #8 SMS M6 OC- 90-130 MPH WIND ZONES Z 4"ROOF PANEL 3-3 \ 2-#8 SMS SCREWS®EA 9 f ' 8 SMS 12"DO-90MPH&BOMPH WIND ZONES(ALL CASES) VERTICAL MULION&MID POINT U 0 MPH WIND ZONES&PATIO ROOMS 9 10 FT W #8 SMS 0 6°OC-90-130 MPH WIND ZONES J { 4100 8015 6011 1 C 4100 2-fB EMS a{ #8 SMS 024 OC, GUT(ER ADt 1 / SCREWS EA N o o{ TIP&Z®EA 6012 o W U (. VERTICAL MULLI VER[MULLION o AND MID POINT #8 SMS SCREW 036 cfc 6007 __ OPTIONAL SCREW { 8010 ( 6013 _ PLACEMENT _ 6Q14 #8 SMS 024 CC, 8004 ) ' - TYP&2®EA H ¢ in z N VERT MULLION, o plop _ (EA SIDE) WINDOW ASSEMBLY ! 1 WINDCW ASSEMBLY a I 'z mlo O O!U N a gam y -- KNEEWA1 FILL OPTIONAL 16-1 f2°CLASS N �i 1 KNEEWAL SHOWNFl —�� 3 3f8' �L 6005 N i 60Q5 \ — o M . 7--#8 SMS 024 OC, /—#8 SMS 024 DC, N W BCC TRACK,LOCATE ( Ty J 4-$8 SMS® - ROT TRACK,LOCATE / TYP J 4-#8 SMS® SPLICES®8'MIN \ !! EA VERTICAL MULLON o s_ SPLICES®B'MIN \ J FA VERTICAL MUWON c x i —1T>♦� FROM VERT MUL!1ONS FROM PERT MULLIONS !// -� 6027 ELEC.OPT. 6004 y� 6029 ELEC.OPT. , 6`O6, rt` 6006 W R EX5TING Fl OCR NEW xl heFLOOR �H0 S s a e oticT:n , C D CC I.-,ON SEE- 'l SHEET < SEE[ET AL_HEFT_ 2 O G Y BEARING WALL NON - BEARING WALL o IV /! SECTION SECTION 2 f A O e 90,�� G�S'fER G�xC``' SIZE: o f/ SIOVL f sr;EEr no. LABELM ifs FOR lall ass wo Unit.-Bu ld ng Code(DOC1 w f UBC Section 2402-Identifca6on(extract) N Each light f 91 boar the mpproad by label designating the type and thickness of glass. When approved i. the bolding official,labels may if 607 omitted,provided an affidavit 5 furnisF.ed by the glazing contractor certifying ( J that each light is glazed in accordanre with approved plans and B SOLD FILL BETWEEN J � specifications. y MULLION AND WALL -.._..-........... J UBC Section 2406.2-Ident cation(extroct) fill 7 I/4"LAG BOLTS WJ WASHER, INTO SOLD WOOD,6°FROM TOP,, 1 0 Z Each light of safety glazing materal installed in hazardous locations as BOT,&0 MID POINT(TYP)OR r defined in section 2406.4 of the code shall be identified by a permanent 5008 TAPCONS INTO BRICK OR CONCRETE label which spxif the labeler,whether the manufacturer or installer,and X SWEEP LATCH state that safety glazing material has been uIiIII in such installation. FILL PANEL MIN.1 3/8' y,lbi Each unit of tempered glass shall be permonenty identified by the 6017 #14 x 2°SCREWS,,'FROM _ p O O manufacturer. The identification shall be etched or ceramic fired on the TOP,BOT,& MIDPOINT OF / glass and be Nsible when the unit is glazed. Tempered spandrel glass is 8608 WINDOW(TYP) exempted from permanent labaling but such glass shall be identified by the - 3 manufacturer with a removable paper Iabel. CONNECTION AT EXIST. STRUCTURE _zr�� - UBG STANDARD 24-2 DETAIL 3 e' SECTION 24.203(EXTRACT) 3. x The category class As noted in table 24-2-A,shall be specified as part of z z as ro a permanent label. Volume 3,1997 U.B.C. N z - 6017 24 51° WD ~MAX MAXL t-- 74 x 2°SCREWS,,"FROM / TOP,BOT,&W MID POINT 8608 us OF WINDOW(TYP) o to Z m m WINDOW ELEVATION I ll i oQ o T10 w'a Q DETAIL — o 1 I fi00, W16 s$` 1•=1'_0^ S_4 0.,25 TEAiPERFD 0.125 TEMPERED FULL HEIGHT ,F GLASS GLASS CORNER -R a`I4. GLAZING — SLIDING GLAZING — FIXED CORNER MULLION I HT DETAIL 2 DETAIL 4 S-4 Q z�u MODULAR OPTION ( STANDARD OPTION 6608 �V� 6604 51'MAX 8601 6017 8608 8608 6603 / 8608 6602 INTERIOR 8605 b008 BO08 7 \»\ 603 #14 x 2°SCREWS,V TOP,BOT,&W MID POINT FROM 6017 - 6017 SCREEN OF WINDOW(TYP) ' I � 62 � p w I w 3' MULLION X 602 Z - W DETAIL 5 5 3'-1._0. s-4 \\k OF w 1 a 6C3 s IB x 2 1/4°SCRFWS, ° C �11� gOti scnFEn �lo scREles 4cM �- �;. t o G " J." FROM Loa.BUT& u0 EXTERIOR OP o & AID aCW' � — U DINT OF e,iNcow( P) of rNDc;r(TYP) c o DLJR� I y WI m of N¢.1 SECTION A SECTION rB—NI SECTION SECTIONNAL tiN\ SHEET NO. SIZE: D NUMBER, r ^f NUMBER tIv FiftL S-4 HALF S-42 (SECTION �tJ V SHOWN ON ` � t ){ 1 /�.(/q CURRENT DRAWING G '...,.,�/ ; !�-1 f v� S—4 DRAWING) ONTAINSEC'IDN' F / SECTION CALLOUT LEGEND a F R m��a MR v � Z4 SCORE AND REMOVE EX.SIDING, 3 1/4"INTO ~ p MOUNT FLASHER CHANNEL ON SOLID SOLID WOOD PLYWOOD SHEETING DIRECTLY INTO SOLID Tri FRAMING Z CONCEAL NEW FLASHWG UNDER EX.SIDING 5202 V) 5204 #B SMS 0 6° � a a ROOF PANEL Qa+ 5 a ¢ + ++ I ' + - f .032 THK AL _+t EXPANDED 3 g' SCREW 0 POLYSTYRENE SKIN,#3105 / w CORE H174 TYP T&B 5205 16"c/c,STAGGERED ADHSNE (SEE NOTES) #8 SMS 0 4'c/c —� #10 r 2 3/4"PHILLIPS EXIST s m HEAD IID El 0 15 cfc _ ENCLOSURE S?RUCTURESTRUCTURE io t� i NOTES;+ ++ + < 2 1.USE 3/8"0 HILTI HIT HY20 W/6"MIN EMBED 016 /c a w Qo © FOR MASONRY/BRICK(NOT ALLOWED F OR RLL 2 40 PEE) + +T o o c�i I N �+ +t++ t+ i v OR 3/8"0 HILTI HIT HY150 W/3 1/2'MIN EMBED(HFA INSERTS)016 c/c FOR CONCRETE OR 1/4`0 HILTI ga� + \\ KMK-BOLK 11 W/2°MIN EMBED 016 cfc FOR CONCRETE 48" (012 c/c FOR RU_>40 PSF) N A ro g (SINGLE PANEL WiDT.HF ' 5206 2.3/8`0 LAG SCREW FOR RILL>40 PSF. THE ATTACHMENT AT EXISTING BUILDING - TYPICAL ROOF PANEL STUDIO ROOF u" SECTION 1 SECTION 2 3"=1'-0" S-5 3"= i'-0" G I MAX, ROOF PANEL SPAN CHART t I I p ROD THE MAXI!UM AtLOW?BLE LOAD, FOR THESEF:,NcL5 WAS �I. I ` LOADFOUND TO BE 95 PSF 0 15' SPAN USING A6?M E 72-60 ,f'jN(.a GS TESTING PROCEDURES. THIS TABLE IS DERIVED BY APPLYING A o� PANEL PROFILE 10 PSF 20 PSF 1 30 PSF 40 PSF 50 PSF SAFETY FACTOR OF 2.5 TO THE VARIOUS LOADING APPLICATIONS, TEST DATA FOR THIS FANEI BY "ULTIMATE"ROOF PANEL 3 3/4"THICK 2.0 lb.EPSCORE WITH PROFESSIONAL SERPICE INDUSTRIES INC.TPS0 / �_ Q 48'IN WIDTH OD30 3105-H174 ALUM.SKINS 20.0 FT. 17.0 FT, 144 FT. 12.9 FT, 11.5 FT. TEST REPORT 827-96D98,SPT 30107,DATED OCT.5.1989. - tND 6063-T5 ALUMINUM MULLIONS ENGINEERING ANALYSIS 8'S.M.HAW ASS= SECTION SECTION F'1S'fEP�c. � SIZE: D 'DELUXE CUMATE MASTER"ROOF 3 Ve THICK 15 lb.EPSCORE WITH NUMBER, /�.(r NUMBER j// S.' ��� SHEET N0. PANEL 0.024"3105-H174 ALUM.SKINS 18.0 FT. 142 FT. 11.7 FT. 102 FT. 9.1 FT. (SECTION �_'—? t tONAL , TEST DATA FOR THESE PANELS BY TERRAPIN TESTING.INC. SHOWN ON 36"IN WIDTH AND 6063-T5 ALUMINUM MULLIONS PROTECT NO.59904-B CURRENT 'DRAWING __.'✓ C ENGINEERING ANALYSIS 6Y TJC AND ASSOCIATES,INC. DRAWING) COMAIN!N �/�//(�? J "DELUXE CLIMATE MASTER"ROOF 3'THICK 1.5 ib.EPSCORE WITH TJC PROJECT N0,19919,DUNE 3,1993. SECTION �(j PANEL 0,024'3105-H174 ALUM,SKINS 1&0 FL 12.3 FT. 10.1 FT. 8.8 FT. 7.8 FT. ,F•IN WITTTH AND 6063-T5 ALUMINUM MULLIONS SECTION CALLOUT LEGEND SHEET 5 Or'5 EXAMPLE USE OF TABLES -- L GIVEN: STEP 2-SELECT MAXIMUM WALL HEIGHT USING TABLE 5 STEP 2-ANSWER:SPECIAL ENGINEERING IS NOT REQUIRED F. DETERMINE POST FOOTING SIZE USING TABLE 7 A. ENCLOSURE CONFIGURATION , s -a%z� 1'-f,--�-13'-0'*13'-0--�'->�t V t2. I W1pPu, D.FAVE ATTACHMENT STEP 1-DETERMINE TRIBUTARY PANEL SPAN TO BEAM USING TABLE 1 '-mow ' *` .> ,m m„ SEE STEP E j tit, amM».A�.... *>P STEP 1-USE TABLE 3 TO DETERMINE MAXIMUM EAVE PROJECTION y",rc i g STEP 2-SELECT FOOTING SIZE USING TABLE 7. I RIDGE BM 7'-0' n 1 USE TABLE 4 TO DETERMINE ANCHORAGE TO EXISTING TA%E 7 FRONT WALL Ii WALL HEIGHT ( ( STRUCTURE' iFootin,6cbedWe - �� a�RwT raoMa 3'N.memae:2, B. LIVE LOAD=70 psF te'nn E BEAM CONFIGURATION(IF REQUIRED) T. I 11os?- C. WIND LOAD=70 mph :) D. WALL MUWON SPACING=4'-O' m na toe STEP t-DETERMINE TRIBUTARY PANEL SPAN TO BEAM USING TABLE t r E. MULLION TYPE I STEP 3-ANSWER:MAXIMUM WALL ITT=9'-10'>7'-D"-OK F. F. FRONT WALL(BEARING)HEIGHT=7'-0- B.MAXIMUM NON-BEARING WALL HEIGHT. 1 G. SIDE WALL(NON-BEARING)HEIGHT=7'-6' H. ROOM PROJECTION(OUT OF PAGE)=12'-O' STEP 1-TRIBUTARY PANEL SPAN=0'-0' �} is t? uO 1. RIDGE BEAM IS.t 3f4"04'MICROLtAM BEAM J. BEAM POST IS 4.6 DOUGLAS FIR LARCH STEP 2-SELECT MAXIMUM WALL HEIGHT USING TABLE 5 b � It. FIND: STEP 3-ANSWER:ALLOWABLE WALL HEIGHT=10'-6">7'-6--OK STEP 2-SELECT MAXIMUM ALLOWABLE.SPA USING TABLE 5 STEP 3-ANSWER:USE e2z2z2 DEEP FOOTING A MAXIMUM BEARING WALL HT. C.MAXIMUM ROOM WIDTH/PROJECTION RATIO TABLE 6° i STEP 1-DETERMINE TRIBUTARY PANEL SPAN TO Muim�um._able Mop�m So WALL USING TABLE 1 STEP 1-DETERMINE NEED FOR SPECIAL ENGINEERING FROM TABLE 2 jiag£t j -z 'M.MAr__ "A.Gad�Wv. 23.8 °n t S Nib m w n STEP 3-ANSWER;MAXIMUM BEAM SPAN=15'-7'>12'-O'-OK a TABLE 1 TRIBUTARY PANEL SPAN(FT.) TABLE 2 ALLOWABLE ENCLOSURE WIDTH PROTECTION COMBINATIONS w Roof Front Wall Support Ridge En Icaure Averoge Wind U to 70 m h WiM U to 80 m WLk to 90 WTM to 110 m Panel 4rerhan R Beam Projection Mullion Patio Enclosure Wrdth Patio EneWsure Width Patio Enclosure Width Patio Enclosure 5:S an 0 / 2 3 'M to 15 2G 25 30 ':0 15 20 25 30 70 75 20 25 30 10 t5 20 25 30 o 2 R 1.0 2.5 I 4.0 1 6.5 2.0 4 ft 6 R ROOF ROOF 4 ft. 2.0 3.5 1 4.5 6.5 4.0 8 R Eft. 3.0 4.5 ' 5.5 7.0 5.0 10R �i� xcai a OVERHANG-+- PANEL f PANEL TT OVERHANG o o c> y o SPANSPAN ! 8 ft. 4A 5.5 1 6.5 8.0 8.0 12 R g 70 ft. .0 .5 7.5 .5 TOO 6 ft. 6 R S g ! ( 11 ft. 5.5 7.0 BA 9.0 11.0 8 ft 6 7 9 ' t2 fL So.0 8.5 9.5 12.0 t0 ft. t3 ft. 6.5 8.0 9.0 10.0 13.0 12 ft 14 ft. TO 8.5 9.5 10.5 14.0 8 ft. 6 ft. Special Special Special Special _Rx RIDGE BEAM 15 ft. 7.5 9.0 10A 11.0 5.0 8 ft Engineering Engineering Engineering Engineering 16 ft. 8.0 9.5 10.5 11.5 16.0 10 ft. Not R 17 ft. 8.5 to.o 1t.0 12.0 17.0 12 ft. equired Not Required Not Required Not Required 18 ft. 9.0 10.5 1%5 12.5 18.0 10 ft. 6 R Q 19 ft. 9.5 11.0 12.0 13.0 19.0 8 ft. Z�V 20 ft 10.0 1i.5 I 12.5 13.5 20.0 10 ft. ALL DIMENSfONS IN FEE!W f 2 ft. - 12 ft. 6 HL 8 fL G 0 R 2R 771 4 ft. 6 ft. B ft. 10 ft. -Z 0 2 ft. EXST ROOF RAFTER\ _ 16 ft. 6 ft. CUP ANGLE-� l 8 R 10 ft. / 2 ft 18 ft Eft. j t8 ft. _ al i. J `-A35 OR A34 tp ft d^9 rinq It ROOF P3,\EL /l S,MPSON FRAMING 't0 f1. 6 tt / f ,EDGE - 3RACKET(S) �STRJCT„RA�Y a-t AGEGJA E SUPPORT. - /_ O Ail { sr A A, z tt. i f i/.ff, f S (2X6 MiN)- -'' tBY OTHERS) �'F / �. / C � j ' � EEE TABS 3� � G v�V O TABLE 3 MAX.ALLOW.EAVE PROJ ECTION(EP)(IN. D B NOTETABLE 4 LEDGER ATTACHMENT NON-ERNE STRUCTURES � 9E NOTCHED PROJECTIONS(E.G.2z6 NOTCH)GIVEN 1N Rafter Patio load sf LIVE STUD WALL EXIST.EAVE BLOCK OR BRICK CONCRETE O Size In. 10 20 30 40. LOAD THE TABLE ABOVE,ARE FOR BEAMS WITH A 1"NOTCH. FOR N 2z4 Full 15 72 11 9 Up to 5 16 Log Scew 5 1 LLog Screw 3 8 HTlti HR-HY 20 3 8 HiIG HIT t{Y 15o 7 4 H tti KB 11 A Q SIZE:D BEAMS WITH A 1f2'20 NOTCH,L MAY 9E INCREASED BY to O tV 2z6 Notched 23 19 17 14 30 psf w/3 1/4'm.embed. w/3 1/4'm.embed. W/6"min.emEed. wf 3.5'm embed. OR w/2'm+ embed �� 4°. FOR BEAMS WITH A t'TO 1.5"NOTCH,DECREASE L BY ' n +n of - SHEEP N0. 2z6 full 37 27 24 19 ®76 o.a. M i6"o.c. 9 16"o.c. W 16'o.c. 16° 5°. OO NOT USE A NOTCH GREATER?HAM t'FOR 30 AND c.c F C?� 40 PSF PATIO LEADS, 2.8 Notched 37 33 29 24 Up to 3 8 Lag S7W 5 15 Leg Screw 3 8 Hilti HIT HY 150 t 4 HIM KB II S fQ At 2z9 Full 45 47 37 3C 40 psf w/3 1/4'mhembW, w/3 1/4'mhombed. Not Ai.Wed w/3.5'm embed. OR w/2'mi mbed T- 15"o.c. ®t6'o.e. M 16°o M 12"n.e 2`/d eucc t^c' NOTE;RAFTER.AND FACIA SNAIL HAVE A MINIMUM SPECTIC GRAVIT'OF 0.5.SUCH AS OF. 4` F, z anp 88cg� p p N 1; F, El V- 8 £gymb5 b SA A -191 P 91 91 p�4 71 ai ——— ——————— t, co— ORDER NUMBER: STANDARD SET TITLE Y2 awA w Aw. DRAWN BY. G. DURBIN THIS 80MA OH 44017 CHECKED BY: G.DURBIN MEAf O 0, PH.'(440)2JY-9100 TZ---Dii- EXAC' C MISCELLANEOUS TABLES SCALE:FA -1812 As NOTED IN roU Z %2J9 n EE' 824-78BB DATE: jANUARY 2,2003 Ful Continuous BaFFied Ridge Vent 2 x 12 Ridge Board Collar Tie 12 �9 Roof 2 x S a� lb"O.C. ONOMMOR Ge111ng LYL Beam N 2 x Joist Handers Interior Bearing Partition Second Floor o 2 x ID 16"O.C. Fascia �ap , -- =FIreocking Fire Blocking F're Blocking Soffit �'` Steel Beam Steel Beam Fxterlor Ga ace Finish Dail First Floor 2 x IO aQ 16"O.C. Stl( i I Concrete Slab sire Blocking i C -� enter Beam ; 10 Foundation O j I Lally Column Perimeter Drain Concrete Slab i 11 o„ tO,On OW'/4" 14'113/4 (O'1� 3i'iQ e° 2!'103/4 All dimensions to be field verlFied arm changss made accordingly. ! J C1 L�L�Q 2 For 8dditional InFormation see Notes E SrneciNcatlons VOD 3/16° =1IVO i _- Continuous Baffled Ride Vent 2 x 12 Ridge Board Collar Tie 12 Roof 9� 2x10 e 16" CG. r Attic Celli ree -. 2x5616 O.C. Fasc a Soffit e g Second Floor Exterior Second 2 x 10 e ib CC. Wall � � O"c— -— d't(haSt� d1Rftf1�ftf2S�l 6b1S1S2��2S1f1 �SY2fK1�J�4tS1 s�5lf2SiSi S4RSZfl „_. Stection 3 IJd"=l'O" 44cAtensbns to be field verified and chances made accordingiti. f�rAddiLtonal information see Notes 4 Snenlf[--ations „a,l•�sn con�oi 9uawaJoodg>901ox 0a9 uq}puuo+y 1WaNPPQ Jo� -z "RIaIpo=v OPeu 9517JVt P-Pat.9-A Pled a4 01 9va9USIWP 1IIIVV' I LiClf ;il I ii Li U014PAS;j�j J�G;j Ioo o� o0LJ El vili f o� 00 DO 8 ' „ Q6 { B'0" B'D" 2'81V 1'3'1+° 218%' 1'314 . . ai 4'8" ____ _____________ _______ ______ ___ _ —yr._ 'N{ " -- --- ' Precast coot. 10 Fandationy Beam -' b bulkhead x J o J Basement slab n „3ja 3 2Y o 50- 5'0" 6'6" 37114" 6'6" 5'0' 40" 78' ;m c n d v'^ 2,6. I n 1-I TIT, Illtl ------------- ---- ----------- Center beamGarage i 1 n f idly column&foot6g i i s (14 req'd}v7l t O ( Steel Beam _I Beam pocket o {6 req d 5'34',` 6'0' 6'0' # VDV n - ------------ --- �; Garage Slab w� --------------- Slope fordra'nage o, y `Beam —Steel Beam . ----------_---! i i I r• --- -- o 2'6"I 7 D" 2 6 ! I 2T I 12'0" ,I 4V 12'0' 13,0, I 24^" i 1. All dinermans to be field verified and chenges made accordndy. L— I S : Foundation Plan 1,8-39�+sq. f 1.+— Basement ent Z For additional nformabon see Notes k Specifications 1/8'=1"0" /5V sq. f L. — Garage 11/02/00 g r T 14'1di 24'1D'V 24'0' 2'6" '0" 5'0" '0t'7kl 6'B'4' 13'2" 50" Bb" B'0" 8'0" I € I I I t 2'101§'X 4'914 101b"X 4'9V." o f n 6'A'XI3'638' Great Room G ; Kitchen �I �Q O ACGH casket byW , ,�,,y ' N ma Breakfast Dhhg y�y _ 414" J i1�4` 5'1yi' 10'6' 7'0' :� G 4' 6'4ira" 8'44 i Post Post a g' o of rn 2_2,6. 101 V O v 'p� Closet o 'a O u•"� "' 2—3'0' G 3'6• f 2T 7T Post o 0 x Post Post Post a Foyer Bedrooms Garage _ 12'10 4'9f4' 2'10Y 01'4" L i nl I CL �j CL. 7 - o Post IVIN,X 4'914" 2'10V(X 419 s' I j I I I I o I r I I 1 I 2'10%"X 04" I[ ` JI € 3-6- TG" 6'"u' 6 G' 6'G" 6'0" 4 0" 70 13 a'0 12 C" Notes* -198 : First Floor Plan 1,833 sq. ft — Living 1. All d'menscns to be feld verifed and changes made accordingly. } 2. For adddional nformation see Notes&Specifications ,/g'_,'p• 756 sq. f 1. — Garage 11/02/00 zx 50" 9Q" ' 3k� TO' 8'0" 4'0" 5.0" 1D'Q• 312" I ( 2'10'4'(X 3544' 5'8•X+,514 a I 5T X 4'5y+' �I N QO �I I j Bedroom#3 + Bedroom4 _ X a I C> P ^APB mS fray ----_•_�_ 1 ( iV S Dic M= Closet Closet ?M 4�3� 4,6'Q 26 M� -- ol 5'4b4^ L 5`3" L 3'6' Post o: Post ( W.I.Cl. ( �W.l Cl. � I S _ 94 O 1 Bedroom J2 Open to Foyer 4,�. +. � �( i� Below 26 c� 5'3tc' " s <10's"X e5Yi' Post Post I 210V 4 n4 '5Y X 6'A'15V X 6'Q " a M Bath Post cc! -- M Bedroom #1 � or Fmic i I I i i ( I I 5E"X<'Y{' -`S"X 4'514• J�3 6�3 6LI ( � atn� 36' YD. 3'6' 9,4, 70. ?.� v,6' i 6,0 vg' c'p' Bli Nat= L-198 : Second Floor Plan r1. All dimensions to be fieldatio verified es Specifications made accordingly. f 2 049 sq. ft — Living e 2. For additional information see Notes&SpeciFcafons t g'_1'D" , 3 11/02/00 AFUE rating with Multiple Systems (Oth Ed. Mass, S Idd. code - Ab2nand ix J MAScheck SOf aware Users Guideftftd Chapter 11,3rd paragraph Notes and details apply as necessary to the house design. .When Instahe more than one piece of nt with rr, National Fenestration Rating Council Minimum Duct insulation I Table J4 , 4 , '1 , 1 I you must use the effbV ncu of the equ�ment with g the lowest rating` (NFRC Label ) I Jl ,S . 3 1 inside building envelope or in unconditiorw_d spaces. Air leakage- Z J4 , 3 ,2 I Windows,Doors and Skylights$hall have(NFRG)labeling, TD is less than or equal to 15 Not required Use default values from tables JI.5,3a,6 b when U value Window and Door Assemblies is not available, TD is less than or equal to 40 and grsatsr than 5 Manufactured doors and windows,maximum allowable infiltration rats in per table J4.3.2 p Ya or Retarder I J4 , 2 , i I T D Is greater than 40 R=5.O see note I uired 'crams Type Windows Doors unvented eellings,winter warm side of exterior walls,floors and TD h defined as the temperature dffFerence,at design,conditions i (--Fr per ft of (cfm per".�of door area) between the space within which the duct 1s located and the ope as I ki$ash Access Openings C J4 , 2 ,rJ I design at temperature in the duct Openings through insulated envelope such as hatches, Note-1: Insulation resistance for runouts to terminal devices less than Wood ( O.34 0.35 ! 0.5 scuttles,pull-down state,etc,shall be insulated to the K)feet in length is not required to exceed an R-value of 3,3. j ' same level as surrounding area.Aluminum ' 0,31 ( 0.31 ( 0,5 Minimum Pie insulation t Table J4 . 4 .9 I PYc 0,31 0.31 O.5 System capacity:C J4 , 4 , 2 , 1 14 Exe, 1 I sy6tem u to 2"diameter Rated output capacity of the system at design condtions p shall not be greater than 25%of the calculated design load. Low pressurettemperature sustem= 1 1(L"th�k Table JI , es exceeds 1259 of the design load,then e u'¢ment with the U-value Default Table for Windows,Giysd Doors and 5kyiights smallest output capacity above 25;of the load sha!I bs used. Low praisers 6ystems' !/2"thick Double glazed 120-200 degrees Single E Singte glazed aimed with storm Air Leakage t J4 ,3 , 3 I Metal-Clad Wood 1 Joints,seams or penetrations In the butidln 45°bevel 45°bevel Operable 0.98 0.60 g cbcsd i 05 � O 58 envelope that are sources or at leakage shall be Protective membrane Door 0,as O.31 sealed,,, examples: Skyl ght 50 O.88 - = t. a Q Joints between framing d window/door frames, tOE a r Wood /Vinyl - Wall assemblies or that si Is 4 plates, Operable 0 Walls E roof(ceiifn 1 P:�L Fixed 1.04 O.51 g A+S=48 (min,) Rigid Insulation Door O.9fi I 0,ab Separate wall assemblies, O y less MASchsck Skylight i,41 O,a5 Walls t floor assemblies, �`6' rint out for min. ( °- LRigid insulation Glass Dlock Assemblies 0.60 �, R value re 'd) see MAScheck print out Penetrations of ut11Ru services, n q ° " for minhnum R value required) e` a' Table JI , 5 , 3b Penetrations thru wall cavity top E bottom plates, P U-vales Default Table For Non-glazed Doors Sealing around tubs and showers, P Steel Doors(Im3/4"thick) With Foam Gore I Without roam Gore Attic and crawl space access panels, P r, Recessed lights, Plumbing,electrical and PVAG penstrations, option-I Option-2 Without 5torm Door With Storm Door argil all other openings in the btcl g envelope. Wood Doors(1-3/4"thick) These are openings located in the building Slab on nrade Panel with 1/6 Inch panels O.54 0.36 envelope between conditioned space and Noliow core Flush 0,46 0,32 unconditioned space or between the conditioned Exterior Perimeter insulation Details Panel with 1-If$inch panels 0,313 O.28 space and the outside. U2"=11011 Solid core Flush 0.30 0.26 I I i il- ------------ - J J F -IF -IF - - -- _ I II � II I II FF__ li i� 1 fin} L Al dimensions to be field verified and changes made accordingly. L— 1 9 8 Attie Floor Plan 2• For additional information see Notes&Specifications 11/02/00 i i2.10 0 12"O.a t `U c C O Q m I € � 1 Accomt for plumbing drons h these areas I � Ir Joist hanger j Rho on LUS hanger �i or equivalent , g 5s All members are 2 z 10 0 16'OL.(UND.) i. Al�ns to be feld verifed and changes made accordingly. L-1 v 8 : First Floor Framing 2. For additional hformation see Notes&Spec Fcations 1/8'=1'0' 11 f Q1/OD :.3'. OR 2 X; -4 g Account for plumbing 5d a drains in these oleos I _ L r I u'J �o- -- - U1,- - - - - - - � 'ary of LVL or steel bears over door Steel beam below ad Flush Framed Beam a l I 'Steel beam below —6-0� -- -- — 501 Account for plumbing S `I craris Pt these areas 10 �p Jost hanger 40 1 Simpson orequivaient4hanger !. 20C s cone care All members ere 2 x 10 @ 16'OL.(UN9} �t A Ito be fe!d vented and changes made accordingly. —19 8 : Second Floor Framing 2. For additional hformoton see Notes&Speukatons 1/8"=1'T 6C5. 11/02/00 -- - - - - -- --- 2x8@16'O.C. Lower Roof Framng Ridge&Volley Rafters ore 2 x 12 A8 members are 2 x 10 0 16'OZ.(UXD.) L-198 : Roof Framing t AD dimensions to be field verified and changes made occordngly. 2. For oddticMI information see Notes&Speci cotio s 1 f 8'=1,0' ----- Continuous Baffled Ridge vent L�,g8 : �eetion 1 Collar tie —2 x 12 Rio=BoardNotes: 114"=l'O' I. All dimensions to be field verified and changes made accordindic. 2, For additional information see Notes 4 Specifications m the IUOVOO at leant s, 360 e ( pz Roof --tino- 9 2 x 10 1@ 1&"O.C. _west f Ati>- Mo 100Ml' 1i 1 asciaBoard --- Ceilingg = 2x8�a716"OC. ; Soriit m �_ a � interfar m - O Searing _ o © �s Partft cn em Z- m o0 o a Second Fioor m Second 2 x 10 6lb'O.G. Exterior "--" Wall F're Blocking Interior Searing m Partition 4 o at Fh;Floor FIrr 2 x 10 0 le,O.C. Sni Gun p_1" -—- S St StRS888 f S2 R iR U SIBS SISI u SUU SL'2S�SUlf25uSBSS2Si 2 L'1'UYSiSiS JL Approx. Fire Blocking nish �4 Center Beam J Grade I' LatlyCoiumn _ 10°Foundatan ca ffl Perimeter Drain Basement i' 4' Concrete Slab