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HomeMy WebLinkAbout37169-Z 37 � COCHRAN RE51DENCE 305 MAPLE ROAD , 50UTHOLD , NY 1 1971 r = W oZ LL. PLOT PLAN DRAWING INDEX Qa o 51 - PLOT PLAN MAPLE ROAD 52 - GEN. NOTES 53 - FOUND./PLR. FRAMING PLAN 54 - STRUCTURAL DETAILS _ 55 STRUCTURAL DETAILS p� Q luu 56 - STRUCTURAL DETAILS I Z Uzi 1 0 = > n D o m3E 57 - STRUCTURAL DETAILS I M IIcEn^� -0,oo V J un lm W F,F K3F. J 58 - STRUCTURAL DETAILS z S az 59 - STRUCTURAL DETAILS �© z 510 - STRUCTURAL DETAILS 3e,.o' 56 0 w°o N 5 1 1 - STRUCTURAL DETAILS Q 1 o N 8 UEF l 512 - STRUCTURAL DETAILS OQ p FRAME MOUSE I CC OF= _ n 513 - STRUCTURAL DETAILS U tSz t� A I - PARTIAL FLOOR PLAN b `s 3t R I - SUNROOM PLAN 4 ELEV. LLJ O PROPOSED PROPOSED 5UNROOM R2 - 5UNROOM DETAILS Z la 6DEC2 6'-03/4'x 12-I Iia° z IQ R3 - SUNROOM DETAILS ��pF NE�.y� .� R4 - SUNROOM DETAILS s a �p s sP q O R5 - 5UNROOM DETAILS 105.6' 6 1' 724' P� I _p r ' � 72Y8RIDGE M FOR 230 5UN ! STARS I 1 yN •j� �jLU URES! FOUNDATIONS E2 N0.5PACING I �OA 082359 ) FASTENERS I - �OFESSIONP`' — — — — — — — — — — — — — — — NWSr. 2(VN)Q EACI COLUNIN N 42'10'20'W 200.00' — — — — — — — A5HEk AND 24'O.C.W V) DRAWING 7'1-F(2)R0W5 Q 16'O.C.ER 3!5'0 21NTOP G'(3'APART) PLOT PLAN COVER SHEET WAIT COIUMN W/WASHER 30'O.C.lMAY.)VER'ICALLY q I SCALE' I - 20' ALUM RIDGE 3/5'0 BDLT w/ (2I ROW5 Q I6'D.C. ✓ NOTE: Q IFDGER WA51E4 I . THIS PLOT PLAN IS FOR REFERENCE ONLY, REVISIONS IVER\AI RAFreR 3/n'N BOLT r,•' FOR ADDITIONAL INFORMATION 5EE 5UPVEY cuP WA51ER (3)PER QIP PROVIDED 5Y A LICEN5ED LAND SURVEYOR. NOT- I. A0 Fn:n NERb CONNEC7ING ALUM TO ALUM 51IALL BE 2. LOT COVERAGE CALC5 (FOOT ?PINT ONLY) 57AINLE55 57FE1 2, All FA51tNER5 CONNECTING ALUMINUM COMPONENT5 TO LOT AREA = 26.162 5Q.FT. 51 eUC7 ALV ANFRAM,NG OR FOUNDATIOn snht BE POT EXIST. HOUSE: - 1 ,160 5Q.FT. 3ALL FkS7ENPDRAWN BY: GWN rnPFGAU' CtD PROPOSED DECK - 7250.FT. . �S SnALI HAVE A MINudUM OF g EMBEDMEf•'1 UON PPOP05ED 5UNROM: = 195 50.FT. REVIEWED BY: A5 TOTAL: = 1 ,427 50.FT. 5CALE: 5FF PIAN LOT COVERAGE = 5.45°, DATE: 04-09-12 51 or 13 GENERAL NOTES ^ T. >L - n t` C Mr"1N'JV Pn SJV`"isf AILCMABIF 5:1R 9 PR'NG P P !1 t N DCS NII 17;.p� O f n•.:r RE5 b' LOF I BJ LFOOT O'r�r30C1C°TO :FJ - L GL .?r.•.. 7 z u', P NO F! D'fcl' B:F _C T l b iCA,a GLA",J �CQ > Gf•L, PA,E5 0 Trp li I 'v R r.._ � ..1 LRA' J l'_ c 7'-' f 5EE 1 r;FD F D :;n A ) 1 t yr r^' 8;'R/15 OF _OWE+F Wr iD.. 4PPRr.,:AL OF 1.1,:.�J. ',Ei= WI n P 5 9 SP1 Lf 5 EEI SP C Br..+ r P.,, FD:I J l 1- IC LG .rrCOF nN,E L'--I'H cC C :b, YJ c-E -� l] tr - L JI.L RF 2 G 5 CO. f�rP J C AST'E 30 6J,1 I C07, - 3 All M I! 1_,00 7C' ]FAR AP ,7l R::'IF G rt, yA= n' ulp. $ L, D CP.O_ ac.:LOA : cC PE,r 1 nu CON�RF E 57A1t DEv IDT'A NISI✓JN COK'PRt55 'F 51,f 7 H Al 28 DA.S OF 3.00YJ PS. Mi 11 rz Pk_rPtc IC - At CONCRETE W'ORI.51d;CONEORh G P�r318 VISI° ♦ Ker;g I AN" 3 PLACE 7 ExPANSOY JOIN- Ma*ERIPL B V..,-N EDGE O $LABS All VERTICAL SJRFA"P9 UNLESS C'iERWSE'JOIEC 50AP R ,SVT lAr - JOA 2 W+. LOAD d O L - Ut RAVIOL'1 IO N N 1_A..CE - 74 EIA5,.;Wi _ SPLE: 1 20 M°-1 L. RE ILf pRUhG 57EEL VISIBLE OJT SIDL REEL C IVt'r - 114- WIND EYFO`_R C C 1 BARD 5HALL BE ROLLED FROM NEW BILLET-51ELL CONFORI✓ING TO A5TM A615,GRADE 60 VISIBLE W51DE REFLECTIVTI - 25`L VE.00IIY PRC55J1L F1-01,JRC GOFrrI IN .k, 0.5E 2 WELDED WIRE FABRIC 5HALL CONFORM-0 A51M A I B5 OR ASTV A497, 5rIADING COEFf ICIEN'I - 18 DIFT�_IONALITY FACTOR b 0-8'. 3 Dt IAIL AND FABRICATE REINFORCING 5TEEJ IN ACCORDANCE WTI'ACI DEl A1lW6 VANDAL'.PUBLICATION 5P.66 50LAR HEAT GAIN COEFF1C1F1,7 15 GUS' EFFECT FACTOR,G 085 REIAIIyf WEPT GAIN - 39 IMPQPT RACE(ACTOR,I O 4 RF0.fORCING STEEL 5HALL DE R[VIE WEp BT THE LOCA'. BJIIDIRG CIFn COL PROR TO PLACING CONCRETE INTERNAL PRE FACTO COEf rIC.t N' GC, 'OSS • �;c S PROVIDE BARS AT CORNERS AND 1Y'TER5CGIONS O/THE SAMC NJMBER AND 512E A5 LONGIIJDINAL BAR5 IN FOOTINGS ASnRAE WINTER U VALJE - 25 DE51„',WIND PRE SSJP (N ALLY 3 P5f c WAU5. A5HRAF WINTER R VALUE - 4.0 ` i 4 ALL MC 56(CODE 74)CLEAR ARCO\WALL GLA55 HA5 THE FOLLOWt.' DE51G%W.ND PRF55'JRf RDOf; 35 Pyr \Jo.1/ < t r e D. 51RUC1VRAL LUMBFR MINIMUM PROFEFTW5. _ CONFOPNI�W!_"PARIIAL'Y ENCL05ED Dt51GN AN7 DOES NOT REOUIFC HJRRI_tNE SHJIER`J �J I _ U U L LU NAV. BF GRf EN DOOGLA5 FIR LARCH NO. 2.OF BETTER, UNLFS5 O_1TPV.l5E NOTED 50LAR IR N5M1'l I NCC - 56 __ SOLAR iRANSMIn ANCF - 29 WND BORNE 7F6°:S kf GIO.S (EC nERI = C U _ ON Inf PLANS WIN THE FOLLOWING NINIVJN PROPERTIES J AREAS WITHIN HUEPJCA4F PRONE REGIONS W4'nl$ Mn F OF Tdf COA5'A1 Z C V M z _ Z L t- *I FP- 650 F51 ULI RAVIOLEI IRP N5MI:ANCF - 13 b. Fc(PERPENDICULAR)-625 PSI V151BLE OJT51DE REFLECTINTY - 10 MEAN H GII WATER LINE WHERE THE B SIC WIND 5PCED 15 ' 10 MILE5 PER 1CJR OR WATER K - I W c. Fv- 95 P51 VISIBLE IN51DF REFLECTIVITY - 17 2)AREA5 WTI A BA511 WIND 5PEtJ OF 120 NILt5 PFK,HJJF:OK GRt AIEH. E � 0} u _) � -) S£ SHADING COEFFICIENT - .38 V/ _ 4L E, A. t - 1 E TRIA E P51 IN THESE RFCdONS ACCORDING TO SECTIO(. 1609. 2 Of 2010 N�59G.TH`GLA%SH4,L BE IF\ 2 Y N '}� f f C 2 ALL PRt55VRE TREATED LUMBER SryALI BE NIT 2 SOUTHERN YELLOW PINE OR BETTER,WITH 50LAR HEAT GAIN COEFFICIENT - 33 V P Z M .L ACO(ALKALINE COPPER QUATERNARY)TREATMENT RELATIVE HEAT GAIN - 79 A_55JMED TO BE OPEN. THE 5UNROOV 15 THEREFORE ANALYZED AS A PARVALLY OF'tN 5TRUGURE RE HENT. . 4 Q 3.PROVIDE W45nER5 BETWEEN All THE BOO HEADS AND WOOD AND BETWEEN ALL NUTS A5nRAE WnNYER,U VALUE_ - 25 ACCORJMG TO A5CE 7-05 p 5IK L, AND WOOD. BHRAE WIr;TER R VALVE - 4 O J$ E 4, LAG BOLTS AND SCREWS SHALL BC PROVIDED WITH 3. LATERAL DESIGN CONTROLLED 9�"WND w N V C„`� LEAD HOLES HAVING A DIAMETER NOT SEALANT S. 0 GREATER THAN 70 PERCENT OF THE THREAD DAME OF THE BOLT OR SCREW'. ALL LAG BOITS .ALL SEALANT CONFORMS T IT 4.FLOOP LIVE LOAD-40 PSE. }L L AND SCREWS 5HALL BE IN5FRTED 1N LEAD HOLF5 BY TURNING AND UNDER NO CIRCUM5TANCES 5 O 5 DO 1543 A,T-.5 002306. g BY DRIVING WITH A HAMMER. ASTM C-920 TYPE 5,GRADE YS.CLA55 25. _ S ii'�W ENERGY INFORMATION. �J 5.THROWn BOLTS SHAH BE PROVIDED WITH BOLT WOLFS WHICH ARE�;TO e INLi LARGER inAY J.GA5KE-5 R-VALUE 3'SOLID ROOF PANEL: 13.4 w, In O F€E uc -HE BOLTS. I qLL KET5 ARE COEXTRUDEDAND ARE YON-MIGKATORc R-\'ALVC'4.25'SO117 ROOF PANEL 8.61 YL U r E F-c 6. STEEL FOR ALL ACCE550RIE5 5HALL CONFORM TO A5TM A36. R-l'AWE 7/B'ROOF GLA55 PANEL:4.0 7. PLYWCIOC SHALL BE C EXTERIOR. DFPA GRADE MARKED OR EQUIVALENT,OF THE THICKNESS K.ROOM SPECIFICS R-VALUE 3'SONO WAC.PANEL: !3.4 /'\ T,, SHOWN ON THE DRAWINGS. R-VAL LIE 7/8'WAIt GLA55 PAVE(:4.0 1}L/ 8.PROVIDE OTHER MANUFACTURED ACCE55OPE5 A5 REQUIRED AND A5 SPECIFIED. ROOM DEAD LOADS 9. ALL FABRICATED 5TEEL A55EM&IE5 EXPOSED TO WEATHER AND ALL 5TEEL FASTENERS,INLLJDIYG ROOF. 7 ASF N. COORDINATION BUT NOT LIMITED TO NAIL5,ANCHOR BOLTS,CONNECTION BOLTS.NU15,WA5MER5,LAG BQT5 WALLS:5 P5F 1 THF CONTRACTOR 5HALL VERIFY CONDITION5 IN THE FIELD AND IMMFDIATFLY c V. [' OR ECRFWS SHAII BE GAI VANIZED IN ACCORDANCE WITH THF A5TM STANDARD FOR THAT ACCE550RY, FLOOR: 1 O PSF NOTIFY TME ENGIYEE4 OF ANY CONDITION NOT A5 ASSUMED. HE SHALL TAKE FIELD F A5TM A2)3.A153 OR OTHER. MEA5JREMEN'1S AND BE RFSPON51BLE FOR lit SAME. JO,FABRICATED ITEMS INDICATED ON THE FLAKS ARE DESIGNATED AS PRODUCTS PRODUCED BY THE REFERENCE STANDARDS: SIMPSON STRONG TIE COMPANY. PROVIDE ITEN15 NOTED OR EOVIVALEN'-PRODUCTS. A57M E 1 19 O.ABBREVIATION5 AOG N r� 1 t.ALL LAMINATED VENEER LUMBER LLVU$HALL HAVE THE FOLLOWING MINIMUM.PROPERTIES A51M E 1300 THE F I- NG L15T OF AB9REVIATION515 NOT INTENDED TO REPRE5ENT `` r C b, Fb- 2,600 PSI b. F°( 285 DI ASCE 7-02 ALL COMMON BBBREVIIAT10Y505ED ON EUEED NGS,BUT t0 SUPPLEMENT THE MORE .�\S SP y Q c. FA(PERPEYDICULAR)- 750 P51 d. F - 1.900.CIW P5) 4',ROOF GLA55 COD`78.R VALUE-4.0 P�Fi RQ WALL GLA55 CODE 74.R-VALUE -4.0 1 TYP. -TYPICAL i t b)WALL PANEL5 TO BE 3-INSULATED.R-13.4 2.51M. -51MILIAR E.STRJLTJRAL STEL 3. LION-UNLE55 OTHERW5E NOTED CC I.ALLTRUCTJ L TEEL CONFORN45 TO A5TM A36 OR A5TN'A572 GRADE 50. 1DEFLECTION CRITERIA 4.CONT.-CONTINUOJ5 n W . F.ALUMINUM 1.ALI MEM15fR5 MEET OR EXCEED5 THE FOLLOWING MINIMUM p,COVSTRUCiION SAFETY rn Z 4-P 2 DEFLECTION LIMITS: 1.ALL 5TRUCTURAL ALUMINUM CONFORMS TO THE MINIMUM REOLJIKEMEN75 OF 6005-T5 FOR ALLOY AND TEMPER TMESf DRAN9NG5 DO NOt CONTAIN NECESSARY COMPONENTS FOR SAFETY '/ U' EXCEPT A5 N07ED BELOW: LL DL+ LL CORNER COLUMN ._. __......6063-T5 6LA55TURAL ALJMWUM. V1- 0120 DURING CON51RUCTION ��A 06235 LMb. 4� H OI U N. ...6063-T5 .-_-- 2.THE INSTALLER 5HALL PROVIDE ADEQUATE TEMPORARY BRACING,SHORING 1 A PV UTILITY NCOLUMN _. . _._6063 TG c. FLOORS„ U360 U240 GUYING OF FRAMING AGA1N51 WIND.LON57RUCTION LOA05 4 OTHER SSIO\N TEMPORARY FORCES L'MIL NO LONGER RtQ'JIRED FOR lit SUPvORI Of 2 ALL STRUCTURAL AIUMIN'JN WORK CONFORMS TO'PAR- I-A-5PFCIFICAT10N5 FOR ALUMINUM STRUCTURES. THE FRAMING. ALLOWABLE STRE55 DE51GN' OR'PART hB-5PECIFICP7ION5 FOR ALJMINVM 5-RJCTURE5-5'JILDI\G LOAD AND O.M15CELLANEOU5 Rt5151 ANCt FACTOR DE51GN'OF-HE ALUMINUM A55UCIAIICN,INC 5EVENI H EDP ION,EFFECTIVE JANUARY 2000. 1.ALL COK5TRUCTION 5HALL MEET THE REQUIREUf N15 Of THE 201 O BUILDING CODE pPAW NG T111F 3. IN ALL IN57ANCE5 WHERE A:UVIN'JM COVE5 INTO CONTACT WITH STEEL.PROVIDE DIELECTRIC 5EPARATION. OF NEW'YORK 5-ATE.THE RESIDENTIAL CODE Of NEN'YORK 5TATE,THE ENERG, ^ ��� 4. ALL EXPOSED ALUMINUM RECfIVE.5 ONE GOAT OF PAIN-. COLOR TO 15 COORDINATED WTi MODEL AVAILABILITY, CCN5ERVATION CONSTRUCTION CODE Of NEN'YORK 5TATE.AND THE LOCA_ /l/- 5.ALL FA5TENER5 CONNECTING ALUMINUM COMPONENT5 ARE 5TAINLE55 5-EEL TYPE 300 Bb VNLE55 OTHERVnSE ZONING RULES AND REGULATIONS. NOTED ON PLAYS. 2. NO NOTE OR LACK THERE OF 5HALL B°CON57RUED A5 RELIEVING THE NOTES CONTRACTOR FROM EXECJTING ALL THE WORK IN ACCORDANCE WlH THE G STAIRS BJILDING CODE OF NEW YORK 5TA7E,-ME R!51DENTIAI CODE DF NE_W' SEE NEW YORK$'ATE RESIDENT^IAL BUILDING CODE YORK STATE AND ALL LOCAL RFGULATION5 HATING JVRISD'C*ION. 5ECTION5 R31 1 5 THRU R31 1 5.8.1 FOR 5TA1R REOUIREMENT5 3 THE ENC4N'FR 5HALL NOT 9E RF9'ON515LF FOR ACT5 OF OM15510N OF F.M51ON5 THE CONTRACTOR OR ANY 5UBCO%7RACTOk OR AGENT5 OR ANYOTHEK PER5ON5 PERFORMING THE WORK, 4 THE ENGINEER 15 NOT Rf5P0',515,F FOR OBTAINING ANY BJILDING PERVIT5 AND/OR VARIANCE APPROVAL. CLIMATIC GEOGRAPHIC DESIGN CRITERIA WIND SEISMIC 5UBJEC7 TO DAMAGE FROM F EE: O4 GWN GROUN7 SNOV; IIVINT.R ICE 5HLELD AIR : AS LOAD DESIGN DESIGN UNDERLAn,4ENT FLOOD SPEED fMPn; CATEGORY NTE ATIHE RING FRO PT„INE TERMITE5 DECAY TEMPERATURE REQUIRED HAZARD FRNDExG SEE GENERAL SEE GENERAL PLAN NOTES NO-E` A 5EVERF 3E- NOD. -0 HEA\ , SLIGHT TO MOD. 11 YE5 NO 4E? - 12 of 1 3 5" 5'-7' AMR n n rc 1 - f- OU75:Dt. FACt EXIS7. WALI E; z G O C Q (Jr) U LF) (` Si RUCTURAI FRAIv11NG) TYP. Z u' LF) Q J i DENDTESDEANE)DECK PANEL ANE) — TYPE. SEE DETAILS FOR SPLICE AND CONNECTION REQUIREMENTS CONT. 2x LEDGER 1 I I CONT. 2x LEDGER -- ' 3'-G' x G'-6w LANDING e 5TEP5, z m 1 1 01 po j I CONSTRUCT IN ACCORDANCE e,.,( z I z I pl TO 201 O RESIDENTIAL i 1 it .. O I SII II� m DUILDING CODE AOF NEW YORE. I ;'.=F.r� 0 TTT-----�� III 0� = U f F2't ul UII � , I IN - NI 0 l a aU 11 -- (2) 2x6 m W n xf'es ^I, Z Z S m �O m 1 OzN Qom sl zF II II '(2) 2x5 I A110 � z 1 2.6_ II Ln 2 ✓- a 1 1 11 I DROP I __VOI A 00 __ -- KB GIRDER KB KB KB KB KB DROP 1 56 �II I , - `-•' Z �pp'Fs"Y (2) 2x8 KB GIRDS KI3 - - w Iz 2x6_ J11 I 1 1 _ � IpS 2LxSg _ 1 I 1 11 A I I I Z w w ,u �— I In A = e s IL 1I� 2x6 5 1 _ O S e>e H I CD N In j �� _ 1plll 1 I 1 U t , "` 11 I I I 11 III I N I N ! N I N I IIS _ N LJ. _ A B j l . j 2x6 _JI P : fia In B ' 1 ' 1 S9 I I I 54 j , se 1 1 j , I I =(2) 2x6_ I I II I j Ln I 1 ��OF NZIV I- ' DROP e l ' 'I" I I B �P ryas SP yq o 2 _ _ _ KB GIRDER KB KB KB KB DROP 4x4 P05T ON 5"0 Gj (2) 2x6 KB KB GIRDER KB 55 FOOTING TYP. (4) PLACE5 • P� 9 O , CONT (2) 2xG BAND _ _—- - __ _ _ =o ---_ 2 r 13 I I CONT. (2) 2xG BAND 57I I i zN iL c� v Q c0 6.. 1 I I A in ��o X82359 DECK P05T 54 I I 1 j Q «�U7 j S4 Typ op n%4 4.4 P05T ON 127 FOOTING TYR UON jI 1 I j DRP`A".qG TITLE s'-o° I I s'-o I/4° i 5'-0 u4" j50 I/q 6" FOUND. * FLK. I 3/4" FRAMING PLAN 1^ ^I NOTE: A V V I FOR INFORMATION NOT 5H01A,'N SEF. SUNROON REV1510N5 F DRAWINGS. 2. DECK HEIGHT 15 2'-7'2 ABOVE FINISH GRADE 3. 5EE GENERAL NOTES FOR MfNIVUM CONCRETE REQUIRE V E NT5 4. MAXIMUM ALLOV.JABLE CANTILEVER EQUALS'd' WHERE "d' 15 DEPTH OF CANIILEV:RED MEMBER A5 MEA5URED FROM EDGE OF SUPPORT, 5. ALL GIRDER SPLICES SPALL OCCUR OVER,5UPPORT, DRAWN BY: GWN A G. "KB" INUICAIE5 KNEt-BRALeS. FOR DI: AIL RtrI F 10: REVIEWED BY: AS FOUNDATION E DECK FRAMING PLAN `J3 e B SCALE: 5EF PLAN DATE: 04-09- 12 53 OF 13 YJ _Lu w > CC Z � z '-1 M W POST sre PLANS d d 51MP50N STRONG fir, (t [Y x:jL TIE P1344 POST BASE Q E CONCRETE FOOTING, SEE PLAN ON SHEET 53 z i^M W FOR LOCATIONS o �- a — _ of N FINI5HED 3/4" LIP A5 PROVIDED N W Y N T) f ` GRADE BY FACTORY ^ z e z a fL = Z 4 C, s� fYz fyt54g 77FLn 8 U x vNe APPLY SEALANT PRIOR TO a Z NSTALLATION OF SPLINE a ;v p 8d NAILS @ b" O.C. STEP a m STAGGERED EACH OF NE • SIDE OF 5PLINE \ \ 2 X G SPLINE ,gyp �s SP q O i// /� CON5ERVADECK Py O PANELIn • • ui \/ • \\ J+ 74- C7 � SOA 0 AT 51M. SECTION 35 829 DROP GIRDERL IN CORDANCE 90FESStONP APPLY 5EALANT TO EDGE OF 5EE PLAN TO DETAIL STEP 2 0515 PANEL ONCE FIR5T PANEL MA5 BEEN INSTALLED BUT 55 PRIOR TO INSTALLATION OF STRUCTURAL SECOND PANEL. T � TYP CONSERVADECK CONNECTION AT SPLINE DETAILS YP. POST FOUNDATION � S^ NOT TO SCA E G^ NOT TO 5CALE R.EV1510H5 DRAWN BY: GWN REVIEWED BY: A5 SCALE: 5EE PLAN DATE: 04-09- 12 54 or 13 n 5UNROOM WALL n nm _ v - h n 7—� r TRUFAST SIPLDBOOO Fz o �c to @ 16" O.C. z Q= N to (P/N: Y1NB000) W M 3/8' 0 LAG BOLTS FLA5`11NG A5 REQUIRED w w WITH 3" MIN. EMBED. I CON5ERVADECK EXI57IN'G I k- (n SEE SHEET 51 FOR I I PANEL 8d NAILS 8" - MIN. CONNECTION5 STRUCTURE @ O.C. d o p I i I I p I I (2) 2x 6 CONTINUOUS BAND AROUND ENTIRE CONSERVADECK aF FLOOR PERIMETER 3s 2p F "d" / ISOLATOR TAPE I11 z <�m Z _ FEI / (P/N: HN3130) - � U-1 n oFyn€ „ _ N N wO Y 4 FOR INFO. NOT r - 150LATOR TAPE " W / SHOWN SEE rl--- -Z- 'p {_g 6 DROP GIRDER 0 e I 2X4 LEDGER ATTACHED �o ZFt 5EE PLAN5 55 EX15TING hOU5E BAND W/3/5" 0 LAG BOLT5 > O IF EXI5T FLOOR FRAMING IS I @ 12" O.C. `^ y I: PARALLEL PROVIDE I 2x 10 LEDGER FASTEN TO EX15TING OC Lr) g O k F SOLID BLOCKING AS REQ'D STRUCTURE (3) ROW5 3/B" 0 Ub FOR ADEQUATE CONNECTION LAG BOLTS W/MIN 3" EMBEDMENT g @ 12"O.C. 2 ` A e a�rg TYP FRAMING CONNECTION AT EXTERIOR DROPPED GIRDER C TYP FRAMING CONNECTION AT LEDGER TO EXISTING STRUCTURE S5 Nor ro SCA P S5 Nor ro scuE of NEI�r Y y�pP��yas sayq G0,9 TRUFAST 51PLD5000 SCREW @ 16" O.C. n w (P/N: HNB000) CON5ERVADECK PANEL rn S. (CONTINUOUS OVER ZiP • , DROPPED GIRDER). �� 2359 QUO v r 5UNROOM WALL90pESS10NP I �� 1.,:•J., •qty, 1 ' .a1 DRAWING T'T:E. CON5ERVADECK I I 3/8' 0 LAG BOLT PANEL 5TRU CTU RAL WITH 3" MIN, EMBED. SEE 5HEET 51 FOR 150LATOP TAPE MIN. CONNECTIONS (P/N: HN3130) DETAILS DROP GIRDER 5EE PLANS REV1510I ;. 8d NAIL5 @ 16"O.C. POST SEE PLANS (2) 2x6 CONTINUOUS BAND AROUND ENTIRE FLOOR PERIMETER •0 • 5IMP50N STRONG (MIN fb=850) TIE BC4 P05T CAP FDRAWN BY: GWN /�� REVIEWED BY: A5 l v_] TYP CONSERVADECK CONNECTION AT GABLE WALL D TYP CONSERVADECK CONNECTION TO INTERIOR DROPPED GIRDER 5CAL E: 5EE PLAN 25 No Tosco S5 NOi 1O Lc6'E DATE: 04-09- 12 55 OF 13 i —W > c G ' C � O� lMD ti d a DROP GIRDER 5EE PLANS ej > TYP F isfPY. _ � .€ ot. ryl FOR INFO. NOT SUNROOM DOOR SHOWN SEE: e'h U rre .a A FLASHING O WOOD LANDING, CON5ERVADECK ife. t PANEL (5EE PLAN) ��OF NS S �P *%S Sayq O :.. ui (2) 2x6 CONTINUOUS 4x4 DIAGONAL PD5T BAND AROUND ENTIRE DENOTED "KB" ON PLAN5 1p (TYP) ,0 Q� - FLOOR PERIMETER 08235 (MIN fb=550) gopeSStOO 4x4 PO5T DP`W NG Tl: A WOOD LANDING ADJACENT TO 5UNROOM TYP "KB" DETAIL (TYP) STRUCTURAL s6 NOT To xALE DETAILS 56 NOl 105.ALf RFV1510N5 DRAWN BY: GWN REVIEWED BY: A5 5CALE: 5EE PLAN DATE: 04-09- 12 S6 OF 13 0 , � rrnn n n o O � C) p P 3 °, gym d o T5 y Z s _ 10 Lu _ EX15T. 2x 5TUD WALLT,r Z < r m Lu pf I I V) Z l(1 1 1 I I (n tom Ln O>- 8d I I I U) lU Q EXIST. FLOOR I I 8d NAIL5 @ 8" O.C. Z z 08 FRAMING I i a Ei F I 11 Erg � O `r�-f •� I I I x DECKING L o ,�,F I 11 ] p YfF. = mQ P --�1 WOOD GIRDER, SEE PLANS --------------- ------ ===�1 - M 8 U --------------------- OC N O Pzsei n 11 � as Ilkl --------------- --I� --- pF NE<1, EXISTING NOU5E BAND I y IF EXIST FLOOR FRAMING IS I 1 2x8 J015T Q�, G 1 (2) 51MP50N M8. Ll PARALLEL PROVIDE 11 @ 12"O.C. SOLID BLOCKING A5 REQ'D 1 i 5IVP5ON LU525 HANGER LOCATE AT OPPOSITE _ I Iir FOR ADEQUATE CONNECTION 1 CORNER5 n i _ 1 I I 2x8 LEDGER FASTEN TO EXISTING EX15T. FOUNDATION i i i STRUCTURE w/(2) ROWS 3/8" 0 LAG 4x4 WOOD POST � Q2—11- BOLTS w/MIN. 3" EMBEDMENT INTO a X82359AOFESSIONP� EXIST, FLOOR JOISTS @ 10 O.C. DECK FRAMING AND LEDGER TO EXISTING STRUCTURE 57 NOT TO SCAIf B TYP. DECK GIRDER TO PO5T CONN DPAMNG TT_E. s� NOTT05C^� STRUCTURAL DETAILS REV151ON5 DRAWN BY: GWN REVIEWED BY: A5 SCALE: 5EE PLAN DATE: 04-09- 12 57 of 13 Yl CE Z '- nZc � cJN __ ctiu ^ VId d / r LP WOOD GUARDRAIL L _ _ W v PJ FOR INFO. NOTLu StiOWNSEEp> � D cI z7:ezY A WzIn (n o- srt? fe W < o „e J WOOD GUARDRAIL �p 6 0,1 6 FOR INFO. NOT > 5hOWN5EE: M U e O U =ot ILJ r,' I.V- rv'�' IxDECKING I: of NE(�,� L%b sp), O I x DECKING 1 ¢ rO, I L ILP { �10 082359 Q. v AOPC I0pP 2x8 JOISTS (2) 2x CONTINUOUS DR4WNG T'Ta 12" O.C. BAND AROUND ENTIRE STRUCTURAL 'd" MAX DECK PERIMETER. SEE (2) SIMPSON F12.5 PLAN. (2) 2x CONTINUOUS @ EA. J015T t GIRDER BAND AROUND ENTIRE DETAILS ON OPP051TE CORNER5 DECK PERIMETER. 5EE (2) 2x8 DROP (2) 2x8 DROP PLAN, GIRDER, SEE PLAN GIRDER. 5EE PLAN DECK FRAMING 5EE 5NEET REV1510N5 53 FOR 51ZE ! 5PACING. TYP. FLR FRAMING CONNECTION TO DROP GIRDERS B TYPICAL EDGE OF DECK 58 "oT To scA r Sp NOT TO SCAiE V DRAWN BY: GWN REVIEWED BY: A5 5CA!E: 5EE PLAN DATE: 04-09- 12 S8 of 13 YJ > 7 Yl qj u' u o / F BlYS It c JJ W e 'EfE v U x E, z a�� z EX157. 2, 5TUD WALL. LLJ F e� CONTRACTOR TO VERIFY STUD O LOCATED AT 5'JNROOM WALL w ") O CONNECTION. IF THERE 15 NO 5TUD (� N U z �'fiy?'LF AT 7H15 LOCATION A NEW STUD 5UNROOM WALL 5HALL BE INSTALLED TO ALLOW FOR 5UNROOM CONNECTION. �I I _ _ _ j = � p WITH 0 LAG BOLT pm f(Y@ I-- — �.�_ _ _ — — — — — — — — — — —� — _ ^i .p`. I I ITH 3° MINEMBED0_ N 8 U 3E- -B 5EE 5HEET 51 FOR U m O :Le . MIN. CONNECTIONS (Al S�E, , I x DECKING I _ I/�I �.3 t,1 x.11 1— _ I I CONSERVADECN. — — —I — _ _ _ — _ _ � —� — pp PANEL FOR INFO. NOT (2) 2x4 BUILD-OUT FROM FLOOR TO SHOWN SEE: BOTTOM OF NEW LEDGER. ATTACH FIRST EX15T. EXTERIOR q 2x4 TO EX15T. STRUCTURE w/3/8`0 5HEATHING COUNTERBORED LAG BOLT5 W/MIN. 3" �F NE!'y EMBED. @ 12"O.C. AND WITHIN 3"TOP AND BOTTOM. ATTACH 2ND 2x4 w/N 12 x 2 1/2" MIN.3/8"0 LAG BOLT5 ��ydS SPVgO O WOOD SCREWS @ 8"O.C. STAGGERED. WITH 3"MM. EMBED. p _ 5EE SHEET 51 FOR MIN. SUNROOM WALL, SEE 'R" CONNECTION5 �- (2) 2x6 CONTNUOUS I ¢ MORE INFO. T • ' W BAND AROUND ENTIRE SHEETS FOR Z ` , , 2 DECK FRAMING SEE FLOOR PERIMETER SHEET 53 FOR SIZE (MIN fb=8501 EXTERIOR ��o o e �'C.' 4 5PACING. INTERIOR p 8235 �� (2) 2-CONTINUOUS BAND U2" GAP ��FESSIDNP AROUND ENTIRE DECK PLAN VIEW PERIMETER. 5EE PLAN. DRAWING T'.Tom. A TYP. WOOD DECK ADJACENT TO 5UNROOMB STRUCTU RAL 59 "O �O5L E 59 2x WALL BUILD-OUT @ 5UNROOM WALL DETAILS REV1510N5 DRAWN BY: GWN REVIEWED BY: AS SCALF: 5EE PLAN DATE: 04-09- 12 59 OF 13 r � Q W > - � r c � zycq � zl;, � 1- LLQ OL LL d EY15?ING ROOF FRAMING E, f = W ft U SOLID 2x BLOCKING BETWEEN EACH RAFTER CUT TO FIT AND MATCH EX15T SLOPEZ a� m Z YZ7 . W i NEW PLYWOOD SHEATHING, TO U1 0zN oQ, FF MATCH FX15T. FA57EN TO END OF RAFTERS w/3 ROWS 8d NAILSLij FLASHING AND 5EALANT (BY CONTRACTORI — 5UNROOM ROOF BY �p FOUR 5EA5ON5 — — — r — �{ g U i N O x z= U 3Fg� • ,� — — — — — — — — — — — — — 2 t, iP rr„f NEW 51MP50N STRONG TIE H2.5 HURRICANE EXTRUDED ALUMINUM L _ _ I I ANCHOR AT EACH RAFTER RAFTER BAR BY FOURI ��or- NEw Y SEASONS I �PP�fp*%S SID RO O9 NEW FOUR 5EA5ON5 RIDGE. FA5TEN I NEW(2) 2x8 LEDGER. FA5TEN W/(1) 3/8"0 LAG GJ TO 2x8 LEDGER w/(2)3/5"0 LAG BOLT w/3" EMBEDMENT TO END5 OF EX15T. ♦ 'I BOLT5 w/MIN.3"EMBEDMENT PER I I RAFTERS @ I G'O.C. ! TO EX15TING TOP PLATE r- CLIP, I I @ 6”O.C., COUNTER51NKING 15OLT5 AScr n • W DENOTE5 PORTION OF I REQUIRED TO INSTALL SUNRCOM RIDGE. EX15TING FRAMING TO I I (P BE REMOVED I I ;P, 082359 ((� v 2x4 BUILD-OUT BELOW LEDGER �FESSIONP AT SUNROOM WALLS 3. DR MNG TITL , A TYP. 5UN 4 5TAR5 RIDGE CONNECTION DETAIL AT EXIST STRUCTURE STRUCTURAL DETAIL5 Ftwsiow DRAWN BY: GWN REVIEWED BY: A5 5CALE: 5EE PLAN DATE: 04-09- 12 510 Of 13 Lll'C'OD P05T CCORNERSCONT (2) 2x6 > oRIM JO15T o p SECTION A_f{ SEE STRUCTURAL NOTES Sh1EET d o 53 FOR CODE COMPLIANCE 5 112' 2x2 WOODBhW5TER5 114, gee @ 5'O.C. MAK. 1/4' < � �E€ M IxG CONTINUOUS TOP RAIL- CCCE W ! U v ATTACH TO TOP PLATE WITH I x6 C0I4TIN000W5 TOP IVVJ _ (2)508x t.25 WOOD RAIL_ 5LOPL TOP TO DRAIN Q[ = x{ C N 5CREV✓5 @ 12"O.C. , SLOPE _ r` W TOP TODRAIN 2i � w 0 – v _v CONT. 2x4 RAIL, ATTACH TO u P05T54 TOP PLATE WITH (2) CONT. 2.4 RAIL In Z < I/4'WOOD SCREWS WITH MIN. I"EMBED. p 5 b ° t CONT. 2.4 TOP PLATE, U ge ATTACH TO P05T5 WITH (2) 1GcIHDG 51NKER5 U 3f to w 2x2 WOOD 15ALU5TER5 @ � v 5"O.C., ATTACH TO TOP 4 BOTTOM RAIL5 WITH 1/4" 8°} 0 4x4 WOOD P05T LANDING WOOD 5CRFW5 WITH MIN. e mN CORNERS TYP. (SEE PLAN) I'EMBED. iD m 4x4 WOOD P05T BEYOND y,�P y�.��s SPY9 O P CONT, 2x4 BOTTOM RAIL, ATTACH TO CONT. 2x4 LII W WOOODD SCCR PO P EWS(2)WITH BOTTOM RAIL A A MIN. I' EMBED. kp I x DECKING %6xp x82359 N (`2 m Ix DECKING V OFESSIOP I—t--- 4x4 POST @ 72"O.C. DPAWNG T�TE 1 _ : I I pp I ° 1 MAX, - ATTACH P05T5 w/ ° STRUCTUI —ANL TO(2) 2x6 RIM J015T w/ - t (3) 1/2'0 THRU BOLT5 --- CONT, (2) 2x8 1 (COUNTEKBORE) D ETA I LS RIM J015T CONT. (2) 2xG LANDING FRAMING LANDING FRAMING REVI51ON5 4.4 WOOD POST -5 RIM JOIST 5EE SHEET 53 FOR 5EE SHEET 53 FOR LANDING CORNERS [Q r ` SIZE t SPACINS. SIZE 4 SPACING. (5EE PLAN) �l CONT (2) 2x8 RIM J015T NOTE: ALL WOOD sHAu BE SECTION B—B WEATHER SEALED. SECTION C—C DRAWN BY: GWN q TYP. WOOD GUARD RAIL REVIEWED BY: A5 EDGE OF WOOD LANDING SCALE: 5EF PLAN 511 cs DATE: 04-09- 12 51 1 Of 13 I — h CE ) C p , Z C O m t � LL LI lD • LL: Q NOTE: d u o 5EE 5TRUCTURAL NOTE5 5HEET OR LANDING SIMPSON A35 ANGLE EA. TOPAN DECK 53 FOR ,r CODE COMPLIANCE Ix WOOD DECKING i ' SIDE w/(6) 86 TO HEADER! (n r i F!• (6)8,1 TO STRINGER 51MP5ON A35 ANGLE EA. 511)t w;/(6) 8d 70 HEADER! (6) 8d TO 5TRINGER W rl -. • � _QVM z f1 i�L.c Z x d I I I d' WOOD 5TAIR TREADS = o - In LLJ O r 3 t z t I I I I AND R15ER5. y (!7 w Q n� L a _ r 7e U z ZSR � 9 _ }> :n; E _ i I w 0 II CLOSED RISER TYP. t- Z I I I I N O � t R4L (ng ?' (2) I/2"0 x 4 I/4" HILIT KWIK U6d ;��t BOLT 3 EXPAN51ON ANCHOR5 WOOD DECK OR 0 :f k f�,v I I I OR APPROVED EQUAL LANDING(SEE PLAN) It1'' E 3' I I 3. CONT. 2x4 PLATE, 5TAIR HEADER (5EE ire#{• DECK FRAMING PLAN) PRE55URE TREATED S r o 0 2x12 STRINGER @ 12"O.C. I I I I FINISH GRADE ��pF NEp�,Y SIMPSON TA I OZ STAIR ANGLE TYP. ,tP �` %s SP 9 O \ \�//\ 12°WIDE x 12"DEEP x 45" m t t 1 I Lu s ° ° ° ° ° ° / / /j� //� a a ° /� / LONG CONCRETE FOOTING Zp � ° n �� �q 082359 NOTE5:1. ALL 90FESSIONP // /\ �/ /�/�/�/ 02 2. R15E ORD 55HALLHALL CONFORMR SOEALED \ \/�\/�\/��/�� /� / //�/ / // / //x//�// O APPLICABLE BUILDING CODE5 (5EE G.5.N.) oRhwngc.rre �/ 3. HANDRAIL AND GJARDRAIL NOT 5HOWN S / FOR CLAMP. TRUCTURAL (2)MS BARS CONTINUOUS DETAILS 3,. 36' MIN. 31 REV15ION5 45' �TYP. WOOD 5TAIR CON5TRUCTIONWOOD STAIR CONSTRUCTION 5 1 2 " °x t DRAWN BY: GWN REVIEWED BY: A5 5CALE: 5EE PLAN DATE: 04-09- 12 512 of 13 i n 2.2 WOOD BALU57EP'S C 5' n n �. a o.c , AnncH To TOP< RAILS A':r1, 1/4' WOOD 5CREW5 ui N'11H MrtJ. I" EAdBED. SEE STRUCTURAL NOTES SHEET c q 53 FOR CODE COMPLIANCE o' N —Yi Q oma - 5 1/2'— a � O 112' 1 I x6 CONTWOOUS TOP RAIy1/2'. uJ A'TACH 70 TOP PLATE N'ITH I (2) 51)8x1 .25 WOOD 1 I/2' CLR. eST! 5CREw5 @ 12' O-C. , 5LOPE = r:`=ec < W9 TOP TO D24LN HANDRAIL 3 �!-£ HANDRAIL W x� Z ova U W O> in om r,. i=;r wZ N Q _ 4 I/2' MAX. z z - N N ZSt:,}rC wp'� � yt O CONTINUOUS 2,4 O 0 ;.L z > i rj Q j k; ( C) -ATTACH WITH ,S i PLATE D d// o < mo 6;"cpL w (2) 16GHDG SINKERS K EA. POS'. O �n7, IL q.iy`"E 4x4 POST @ 48"O.C. s_ ip MAK. -ATTACH TO m STRINGER w/(2) I/2"0 2x2 WOOD 5ALU5TER5 @ THRU 5OLT5 ip 5'0.C.. ATTACH TO TOP t P z (COUNTERBORE) BOTTOM FWL5 WITH I/4" z J" EMWOOBED. wlrH Mw. pF NS v `G SP�9 �O 2x12 STAIR TREAD m w/51MP50N TA I OZ co ANGLE EA. SIDE r @O tp O == 9�FESSOO O Drz WNGT1 _= STRUCTURAL 5"TYP. DETAILS 2x 12 STRINGER Q REV1510N5 4x4 P05T @ 48'D.C. MAYSECTION A-A SECTION B-B - ATTACH 70 STRINGER ------__ wi(2) 1/2'0 THP U BOLT5 (COUNTERBORE) DRAWN BY: GWN O TYP. WOOD STAIR GUARD RAIL AND HANDRAIL DETAIL REVIEWED BY: A5 5CALE: 5EE PLAN S 13 DATE: 04-09-12 - _ 513 of 13 I n J - n d Z 23'-0' z °L)3 �� � m LL . � a0 b • T<, r�r P.2O O `.f�lit} 0 � zN _poo. " ff KITCHEN N tom to °� essrf In.00 4fr S sMo °o �Lo - r��,E EX15T. V 'tit EX15-. 6068 B 4634 (2) 5.G.D. CSMNT. B .. •.t 59 v ' 59 - e ��of NS PROPOSED p y%s SpyAo 09 DECK PROP05ED 5UNROOM P 0-0" x 12'-0" 1 G'-0 3/4" x 1 2- 1 1/81, c\1 Lu OA 082359 �OFESSIONP� DRAWING T 1.E: PARTIAL SECTION H 105 LIGHT AND VENTILATION/EMERGENCY EGRE55 FLOOR PLAN H 105. 1 General. Exterior openiny5 required for fight and ventilation REV151ON5 shall be permitted to open into a patio structure conforming to 16'-0 3/4' 5ect on AH 101 , provided that the patio structure shall be unenclosed if such openings are Serving a5 emergency egre55 or rescue opernng5 from Sleeping rooms. Where such exterior open ng5 serve a5 an exit from the dwelling unit, the pato structure, unless unenclosed, shall be provided with exlt5 conforming to the DRAWN BY: GWN proV15son5 of 5ectlon 8310 of this code. REVIEWED BY: A5 A PARTIAL FLOOR PLAN scA E: sEE PLAN A 1 scniE ua = 1 -o DATE: 04-09- 12 Al of n > C a ` —' c c R4 O C) o, Li R - EZIs•INGSreUc�LFf' —Lo 3 n LL _ W _ r 'd d C) LL C 34 34 34 34 34 34 R5 E D RS 6 RS �.>w � ;a,`"a+"4.�".�:•+' a P t 34 4 Ln 34 34 34 R4 34 jC +v `�• f?.-�M Lir {' .,r-:S _ bb _ _ t {t E LLJ Q[ = c c C) �- C ALUMINUM Z 5 - m Z `4 PL D - LLJ It , H RAPS = > C) In m R4 _— U FIXED E-0' 2'-6' V) w z � a0 S r[ 34 34 34 34 < 3 SLIDER FIXED � 1- a 34 34 i WI E5 DOOR WINDOW N 0O m � ,+ It R5 o5m S ao f> z A ji0 4pp5 et _Z< 34 34 34 34 34 34 T'f.�' �r +•� Lr) `'y ��• °' ALUMINUM KION 16'-0 3/4" A RANEL5 = OUT TO OUT OF 51LL R5 , d A rNP W I I'- 10 1/8" — fe`z nEVAAO-u OF NEIq.� ror DE u �PP��*%S Sr qo 09UNIT -1 1/2' 2 12 f f D r Q m f W _iILUNDERSIDE Of EAK = Z� N)W+80 Is e' C7 » �� ...i. FSfa �y r� U h _f w . ch .s �Lr res s Fp ' h8235y �2 w = AgorNPS 5 0 5'-0" SLIDER R2 - Ua-I 5,.0, E N ESSIO SLIDER SLIDER WINDOW WINDOW IL SLIDER WINDOW —� _O zzO WINDOW SLIDER ➢ D WNC Tim: - o " c ° DOOR 5UNROOM R2 ALUMINUM r:ICN R3 R3� � V R3 fANE15 MOM U)� .. UJ PLAN ELEV. ��•♦`y+;. hM 'v.'`iC�S-'�� iar�.v � ` �E4�`� �"�"�.f•>``J» Z �y c,AN ... + D TW Of SUBROOR r�''+^'"l' � [• .� T �.ti,IF �4 ``W+'� .' f u`u/c I` .w�t'.n: R2 A A R3 R2 OUT TO OUT OF SILL Pl +.I-D n EL.E�/AT-ION DRAWN BY: JP sauE I +.I-D REVIEWED BY: A5 5CALE: 5f PLAN DATE: 04-09- 12 R I or 5 YJ EXTR'D ALUMINUM SAVE TOP (A'7E5) � QQQQQQ SAVE BorroM (A,•7ETe; 2/12 MIN. - 5/12 MAX. Cc) z o a8 x 1/2' TEV 5CREW o k OH (vnJ a 16" O.G (Tl'P. ALL ELEVATIONS) � _ d SLIDER DOOR HEADER C s` SLIDER TO EAVE as x Liz° SELF = ,£ R2 s`n e s " i.° DRILLING 5CREW5 =a U LF3 (7' 150) z R^<'_m Z of=`zL LLJ 4P 0 - UQ4z z �n d C irCLs IWP -) J Z U > o mi 5 =_,=f U ) ice. � Oj f,iEc�f Z � p SIiJfR N V/ O U jO w C) w LD o z ° z = 'e,OF NE4y� w Q = ° n �PP��LIs sPygpfl ITT o Fu O o © 50LID KICK PANEL TO SLIDER z _ OL o R2 scne s - ia w Z D w P- z VJ ¢ ip U m J W a8 x 1/2" TEK 5CREW O � 82 '2 m � @ 16" O.C. (7' 150) O o > aR (TYP. ALL ELEVATIONS) 0o k PE SIO CENTREX U PANEL z k5CALf: 5FE m MINIMUM CONNECTIONS ARE ROOM MINIMUM CONNECTIONS N 5HOWN IN THE SCHEDULE AILS ARE 5HOWN IN THE ON PAGE 52. 5CHEDULE ON PAGE 52. VISIONS 51LL TO SOLID KICK RZ scn,e e _ UNIT WIDTH JP FOR DETAIL5 A 'O U : AS NOT 5HOWN 5EE " Z D SLIDER DOOR 51LL PLANA.re - 12 R2 01 5 I _ uj � � v C C �— n z c O. NBs '2 Tr _,CRL -_ ; LLl � m O H EACr:5'CF 0. i w Z EYT4L 4 n uM - 1 x z � f CLOSCC L rA'7CS, Y1 D' l: � ^ d v COhr.E..TIO1, NOTE d C4 EAvr 5 MIIAR CO,,`CTiON EXRC AIUNI NOV INSIDE ROOM FFAVPSMi 1R O 01 COVER IA•5Gr) INSIDE ROOM Ne 12 TEK5CREr(n7'I50, a e: - 5.I AT EACH COLIIII, IZW8 i 2 1/4'—�I MIIiVdUM GONKEQIDNS ARE NB. V2'TE 1.SCREV: I EXTRD AI UMI-NUM (HT SC)SIX AT El RO ALUMINUM SHOV4:IN iHF SCHFDUIF EACn COIUMI, 2 /4 SLIDIN i DppR 1Ar,10 2 1/4' UTtIT r COLUMV(A7.145) WDr,PAGE 52 (70.) - Y TUEX'RD ALUMJUM m L Lc WINDOV.'JAME(A7.131 U, - m lLJ r t a a EYTRD ALUMINUM p <: WINIK)" JAI.IB(A7.131 U) �f1 2 Z N C O in `�. EXTR D AIHM NUId — I I I I MI WnaUM CONNECTIpN5 A2r V/ � �l - / \ 5HOVn,IN THE 5CHEDULE U1 p Xy a/ y ` - LITE RI'COL_MN / _ \ ' \ I V! p m W W Z e (A7'1 : 1) / \ CON5ERVADECN 1 / ON PAGE sz Z zQ d ; Q CI E FLOOR PANEL / 1 1 I y0 z tp ` T ` 5EE PLAN ; p Q O F E , MIIJIMUM -ONKFCTIONS AP.F U mQ E, snowN IN THE scHEDUIE PLAN VIEW 8 = ON PAGE 52 PLAN VIEW 0 <, CONT. EXTRD ALUMINUM LENGTHUNIT WIDTH LENGTH SILL(A•7CS) U / H-CHANNEL CONNECTION AT 51LL ( E 1 SLIDER CONNECTION AT 51LL �� p7 u.,r ow.r pq Vor1C L 1 51LL TO CON5ERVADECrK CONNECTION DETAIL W W 5,. o e NOTE: ��pF NElyY CONN•CTION (�EAVE 51MgAR PP��yI\S SPy9OG 9 f INSIDE ROOM Na� I;r rEK scREw 17-150) EIGHT AT EACH CORNER TR' _� EXD ALUMINUM ir CORNEXTFALUMINUM SLIDING DDDR JAMB n ( W CORNER COLUMN i Z (A'7C9) (7N) NOTE 1 EXTR'0 ALUMINUM COIJh'ECTION' OUTSIDE FACE OF N� COhi.EXTRD ALUMINUM EXI5TING 5TRUCTJRE O 0112359 !G� CL05ED 51LL(A'7C5)BELOW UTgITY COVER(A•5GT) 2 I EEAVE SIMILAR (g STRUCTURAL 10 PN, EXTR'D ALUMINUM N8 x I/2'7EK SCREW(N7-150) fRAbIING) OFESSION WINDOW JAM6(AT 131 L9 SIX AT EACH COLUMN INSIDE ROOM EXTR'D ALUMINUM EXTRD ALUMINUM CLOSED 51LL(A'7C5) 1 UTILITY H-COLUMN(A7.145) PLACED VERTICALLY AGAIN5T FBY: EXTRD ALUMINUM 5411 LA570WIJ)04 EXTEN50N OM WINDOW JAMB(A7',3 1 J) I I / EXTRD ALUMINUM / rLilt`H (COLUMN S / MINIMUM CONNECTION5 ARE 1 ' 1 / 5HOWN IN THE SCHEDULE ON PAGE 52. M.NIMUM CONNECTIONS ARE 5HOWT:IN THE 5CHEOULE 5 3 v2'EXPOSED CONT. EXTRD ALUMINUM / ON PAGE 52. MIMh1UM CONNECTIONS ARE CLO5ED 5t1EL(A'7C5) PLAN VIEW / APPLY CAL LRING PLAN VIEW 5HOw'N IN THE 5CHEDULE EXTR'D ALUMINUM BETWEEN 51L1/WALL ON PAGE 52. SLIDING DOOR;AMB (7AJ) D I 1 CORNER P05T CONNECTION AT 51LL GABLE ATTACHMENT AT HOUSEWALL w/SLIDING DOOP REVIEWED BY: A5 5CAE: 5EE PLAN DATE: 04-09- 12 K3 OF 5 i AI. � n OC u Ir tt1 EryM111,' n < w - I',M r F'L M1 C 9L! (- }� V1:I: fR p� G1L tAt . CAE �'Er � 1.'0'JEA•Pr11 tA(� Y• QNI.�J Eft-Ili. r C C✓W A U1'.KJA! 46 5E It / CYrFi P: M I L'M LtiALL BAF 4'6V.'9@, 5IC IH x0271 RDGE IA•B R?r ser B x� In. � N a RUBBEF N — — J E EF KF VJM Q I c r If [I.SCRIM Bl0 1 ro. oz e. 3 t ,n? s C"2'OC 7/B'TJ L TCC RVG iRl @ M.. ,p GLAS- N4• MUNTJ A(A-4, 5, r 1 M l/LCf f HE OU,Ait V A MUhTIN IP'4'A'B� — — — — — — — — — — !T n r nCUUIE OH L C U Nf V: EUV[-RAf IA M'/ I- IHrP2 r n oNr � Z <_m fR„n BAc — �— — — -- — — — MB i I/2'TEF SCREb 10 24,3;4'MACHIN[ y IT SOI 4 PER Ctly SCREV.'ERRIAL"14200A, m ' "- LL'IiHTHERAIA; (34 CUP aKGLf BUbn,N.(01420) C, - f (I.9R-ACI C W /4'. . 1/4 5E PTHKEALM16 11..1 N } E F ERIKL NUMNLIM COVRubER(R4M.,K �OOONPEACH5jDE Of PAF. Z0 d S ENC C P(CK 3x4; Z 47 EACH CONn =OR m Q I'.O. 4-TEF SCFf,A &GGC W 0 O S.T. W 20261 5 PO,CUP Cu. > O y L — / 4210) = K C / O "WTEF SCF(0' 6� x 2WL13^LACn — — — — — — — — FORD MUM NUM - - - - - - / VJ 8 U I fie G:42RJ6 BAR 3'RA° m BAR EIR'V AWM'KUM [' EIR'D ALL'UNUM (A'EHB3) RIDGE LEOGLK(A'4LU 3'KAFLFK VAR j U !q.- (A 5L53) EY'R'D A umNlt4 `t 'g UN VFK5AL GUT-ER 3'RgP'EK BAP {� •.6,r IA•R5G) 3 311 CROSS MUNTIN SECTION EATR'G AWMINGM G A E' FA SNAP-ON GUTTER p^ SCALE 6 1p FASCIA la•3GfG) EYTR'D ALUM,NUM i\'T ME`MOLE EAVE'OP IP•�ETBI CX1K'U AIUMMJM EAVE BC70V UNIT WIDTH (PPOJECTIoN) ��OF NE(1r r LA•]EB: SPyq O I/2'.LF$CREW C 311 RIDGE SECTION P IB� �r2.O.0 O.150) R4 SCALE 6' A, E�RDr Q MUNII ALUMINUM n W MUN'R;CAP(g4MVB) EC m Lu LA55 G G 24 16 EF'TR0 ALUM'NUM 5C V a 3N2 5UDER HEM, Rw(HxIIJ �q 82359 (A•7n0) G�GL COs A�FE S SIONP A SAVE DETAIL 'R4 SCALE.C _ 1-O' ORA WNG T TJ 5UNROOM DETAI L5 RAETEP.B4EARREWS1ONS lA (A•SLP 3, EYTk'G AL VM KLM. MUNOH(A'4Af B� GLA :NG TAPE rr 00. DRAWN BY: JP CROSS MUNTIN b RAFTER BAR CONNECTION REVIEWED BY: A5 R4 5CA E: 5`E PEAU DATE: 04-09- 12 K4 of 5