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2003-600 (2) t. '1 FILE COPY THIS N TO B To TOIiI�V OF OUE£NMUR PR� AT TOWN OF QUEENSBURY BUILDING DEPARTMENT c Based On our limited examination, 6� � 13. PLUMBING Tl iTttNG ALL DRAINS, VEN'tt,,AND SUPPLY PIPING ALL � complianoe with our comments shall • FOR not be and construed as indicating the REVIEWED at THE pans stca6als are full DATE MUST �TlEST8170 THE fO1.LOUNING ALA: ON �� compliance with the Building Codes DESIGN- NOTES -WATER HEAD TWT 10' ABOVE HIGHEST CONNECTION cOmPliof New notl(State. LOADS USED FOR DESIGN PURPOSES ARE: - ' 'II FOR 15 M� C TRU ION A. GROUND SNOW LOAD OF 10 PSF 14. HEATING AND VENTILATiON DUCTS MUST BE SECURED AND SEALED IN B. WiND LOAD OF 50 MPH ACCORDANCE WRH NYS i�GY CURE 2 FLOOR AREA LOADING USED 15 40 SPF t LIVE LOAD 12 PSF DEAD LOAD 15 COMBUSTION AIR REQUIREMENTS: IF THERE i6 NO COMBUSTION AIR AS LISTED ON FRAMING PLANS SUPPLW TO GAS APPLIANCES, INVALLER MUST CERTIFi' A BASEMENT OR ROOM HAS PROPER AMOUNT OF COMBUSTION NEW YOR1c STATE ENERGY CODE: BUILDING HAS BEEN DESIGNED AND AIR PER CODE AT FINAL INSPECTION ENTERED IN THE REZ-CHECK SOFTWARE PROGRAM. A PASSNG COMPLIANCE FORM AND INSPECTOR CHECK LIST FORM HAS BEEN SUBMITTED WITH THE PERMIT APPLICATION I6, BTREE7 .4DDRE8S MUST BE POSTED ON BUILDING AND/OR VISIBLE FROM THE STREET, iF LONG DRIVEWAY ADDRESS MUST GENERAL NOTES: BE POSTED ON MAILSOX OR P06T AT THE ENTRANCE TO THE DR►VS"Y ON THE SAME SIDE OF ROAD I. REFER TO CROWSECTION FOR DAMP PROOFING, SOIL, FOUNDATION ' S N OTI C E DRAINAGE AND GRADNG NOTES Il. THE FIREPLACE AND FLUlsICFNMRJEY TO BE USED BEFALL BE A FACTORY-tX&T ORY SU11LT CHIMNEY. iT SHALL 1. MICRO-LAM BEAMS AND TJI's TO BE nWOKE DETECTORS ARE REQUIRED 1N BEDROOMS, 2, SAFETY GLAZING TO BE PROVIDED AT: BE INVALLM AND TERMINAL IN ACCORDANCE WITH THE INSTALLED PER TRUSS JOIST CORPORATION. . ,�^ENT TO BEDROOMS,AND ON EACH FLOOR LEVEL A. EXIPOS® AREA OF GREATER THAN S OF MANUFACTURES INSULATION INSTRUCTIONS THE FIREPLACE SHALL RESIDENTIAL.PRODUCT GUIDE !� " BE TESTED IN WIT4 UL-m INCLUDING CELLAR OR BASEMENT.ALL SMOKE B. GLAZNG ADJOINNG STAIRS WITHIN 60 OF BOTTOM TREAD C. TOP EDGE GREATER THAN 36" ABOVE THE FLOOR 16, FOAM PLA$TiC& 1 2. HOLD FRAMING MEMBERS 60 CLEM DETECTORS SHALL BE INTERCONNECTED ON ALL LEVELS. D. BOTTOM EDGE LESS THAN 18" FROM FLOOR MUST BE COYERID BY Ur DRYWALL OR OF EITHlMe SIDE OF WAST DRAIN$ AT TUB ALL SMOKE DETECTORS MUST BE BATTERY BACKUP. E. ONE OR MORE WALKW5 SURFACES WHIN 36' HORIZONTAL OF THE 250 DEGREE IS MI*IUTE"BARRIER TOILET AND SHOWER DRAINS. CARBON MONOXIDE DETECTOR REQUIRED OUTSIDE GLAZING 19. FOUIVAT10N ITS 3 ALL LUMBER 614AIL SE LOWEST SLEEPING LEVEL. 3. GARAGE FIRE SEPARATION'S A, dMADF MIST 6L:OP9 6' N THE FIRST 10' FROM FOUNDATION 02 SPF OR SETTER, A. 5/8" TYPE X ON ENTER® GABLE END OF GARAGE AND B. 1/f ANCHOR BOLTS'r INTO WALL EVERY 6' UNLESS 1/2" TYPE X OR 5/8' TYPE X TO UNDERSIDE OF THE ROOF PECK ON SPECIFIED 19Y ENGIN11991t 4. BLOCKING UNDER PARALLEL PARTITIONS WALLS HOUSE &M ABOVE 3f O.C.* NON SEARWS WALLS OR SAME AS ABOVE TO CELLNG AND 5/8" TYPE X ON THE CE1LWS 20. WATER PROORNG REQUMASIENTS 16' O.G. • BEARING WALLS WITH NO PENETRATION A. 2 PLY HOT r1�Pr» FELT FOAM INSULAII�I MUST BE COVERED B. NO PENETRATION ARE ALLOWED NG IN C8LI UNLESS A FIRE RATED S. 6 MIL PVC MEMBRANE 5. ALL JOIST SIDE LOADED TO SEAM SHALL BE OPENNG OR VERTICAL SEPARATION IS INSTALLED C. 55 L S ROLLRD ROOPWS SUPPORTED BY SM}sgON st= $ANGL E D. 40 MIL. POLYMER-MODIRED ASPHALT �DOUBLEBY A 15 �7L BARRIER 4, ALL EMERGENCY ESCAPE WPCOWS MUST MEET THE FOLLOWING OR AS PER SIMPSON AND TJI SPECKS A8 DIMENSIONS 2L ICE AND SNOW GWIEW:> REQUIREMENTS Rom- 5.'1 SF CLEAR OPENING ABOVE AND BELOW GRADE 24" I'1$IDE SIXTOtIOR WALL 5.0 SF AT GRADE GRADE 6. PROVIDE SOLD SL-OCKNG TO ASIDE OF A MINIMUM OF 24" IN HEIGHT 2L SOiLER REGANREMENTS, SHEATHNNG FOR TRANSFER OF POINT LOADS KRAF1 PAP" � N 6, A MINIMUM OF 20" WIDTH ALL BOIL OW i NTIAL OR COMMERCIAL MUST MUST BE ...,� SEE FLOOR PLANS FOR REQUIRS> AN ACTUAL EGRESS BE t1AtFI LOW,-WATER CUTOFF C S 1. � TRUCTION COVERED BY NONIRM HANGERS -COMBUSTIBLE BA��R! 5, PROVIDE 30" X ?Y X WOO ATTIC ACCESS N HALLWAY OR 23. CARBON 1'1ONG Cf DETECTORS C R ROOM OR WALK N CLOSET, NOT$TO CLOSET A. ROGWREtD 5I LOWEST CMG FLOOR 6. PROVIDE A LANDING ON EACH SIDE OF EXTERIOR DOORWAY 24. ANY BA811:T'NNT S MEETS ALL NM YORK ENERGY MINIMUM 36' X 364 TO NAVE A !'04C49ICY OPENNG. CODE ROMININM A6 PER REZ-CHECK 25. SIOULArO�l 1, STAIRWAY Uj A. OPEN It NOT AL.OWW OGRE 30" N HEIGHT ALL HOT WATER I I'M AND DUCTS MUST B. ALL STAIRWAYS MNIMUM 36'WIDE BE INSULATED P NOT IN INSULATED BASEMENT, C. WINDERS MINIMUM 6' IN DEPTH CRAW SPACE,OR C40NOnIONM SPACE UjD. ALL STAIRS NEED O'8" HEADROOM CLEARANCE E CHECK PLANS FOR ALL OVALS SUPPLYF'N°ihft�ll UP TO 1' 1�11I�6 � OF WINDOW MFGA DOOR M FG. PIPE INSULATION SEESCHEDULE 8. HANDRAIL. REQUIREMEINTS- A. REQUIRED ON ALL STAIRS OF 2 OR MORE RISERS RE-CiRCULATING HOT WATER LINE$ REQUIRE V2' B. REOLURED ON BOTH SIDES IF OPEN STRINGER OR GREATER GEFENDIING ON PIPE TEMPTURE C. HANDRAIL MUST ISE 34' TO W HIGH D. TERMINATE AT WALL OR NEWEL POST SUPPLY DUCTS IN BASEMENT,CRAWL SPACM, AND E. CONTM)U$FROM TOP STEP TO BOTTOM STEP ATTICS CR-Ill SYMBOL SEE i�L.ANS AND SECTIONS FOR FURTHER DETAIL RETURN DUCTS N ATTIC R-6 SMOKE DETECTOR HARD WPM S. GUARDRAIL. R561UIRNMtENTB WITH DATYMY BACKUP A. REQUI!$? ON ALL STAIRS LANDINGS , PORCHES, DECKS RETURN DUCTS CRAWL SPACE R-2 r' , OR RAISED FLOOR SURFACES MORE THAN 30" ABOVE OR GRADE B. MINIMUM HEIGHT OF STAIRS 34' J� _ C. NO MORE THAN 4" BETWEEN B WERE RIS , T EAD, AND BOTTOM EXT�RFOR WINDOW— AND PATIO DOOR SCHEDULE � � � � � ; D. RAIL MORE THAN 6" ON STAIR WERE RISER, TREAD, AND BOTTOM ����^�A �no e u3 E. BASEMENT BTAIQB MUST HAVE GUARDS .. MANGE PRODUCT CODE I SiZE R.O. SIZE TYPE COUNT 10. SMOKE DETECTOR W%Q REMENT$. d0 C A. HARDWIRDW AND BATTERY BACKUP -- - - -- ---i ---_ -- --- ----- _ _ -.---- -----. B. I ON EVERY FLOOR / t It�- ---- 0 C, I EVERY BEDROOM Bonneville 2142 12t-&'%fl x 3 -11Tbfl R.O. 2 SzbN x 3 -ilZb j CASEMENT 2 D. i WITHIN EVERY IO' OF EVERY BEDROOM DOOR I -_-_----__T--- IN HALLWAY Q Bonneville Bmement 2 -8II x 1 -4I1 R.O. 2I-8 1tII x 1I-4 1ttzIt CASEMENT 4 Uj 11, FIRE STOPPING FtERC.1UiREMENTS. I i I A. FIBERGLAS INSULATION MAY BE USED IF IT FILLS THE WITH ----- -----fi - -- --- ----- - - - -- --- �---------- --- - ----- -�.- -- - ------------ - - - - OF THE CAVITY AND EXTENDS A MINIMUM Of 16" FROM THE TOP v OF BOTTOM PLATE ED BonnevIIIs IWO 2'-0" x 2'-1111 R.O. 2'-111 x 3'-4t1 , CASEMENT I 2 I B. ALL PENETRATION MUST BE STUFF OR SEALED, FIBF.RGLAS + -_----�- ----- -- - I INSULATION IS ALLOWEDLU I -------------- -------t---------.-------- — -C. FIRE STOPPING REQUIRED IO' VERTICALLY AND HORIZONTALLY Bonneville 2142 2'-Szbfl x 3'-Ii_W' R.O. 2'-8-4" x 3'-IIZb" CASEMENT 4 ';?�) (1 Q 12, A. NOTCHING REQUIREMENTS FOR EXTERIOR AND LOAD BEARING WALLS: --- - -----_-- ----_ - -___-_.--_ _-._ ---------___-_-_-----__�.__ ,U" 6- 1110 A METAL TIE .054 THICK BY I-I/Y WIDE WITH (8) 160 NAILS EACH fi I fl N II 11 �/ li -- ---- - - CASEMENT- 2 / r SiDE EXCEPT FOR EXTERIOR WALLS COVERED WITH SHEETING BOnnev i 1 le 2334 +---2_-r✓' - x-3 -4----- -- R.O. 2 -�- -x-3 -4 _-- � l- B. NO HOLES WITHIN 5/8' OF EDGE OF STUD OO C. NOTCHES NO MORE THAN 25% OF STUD DEPTH ! D. I-In HOLES DRECUIRE DOUBLE STUD Bonneville 1334-2 2'-11%" x 31-411 R.O. 2-11-5/8" x 3'-4" CASEMENT 1 Bonneville ( 2-2'142 5'-3-4 x 3'-113b" RIO, 5'-331y" x 3'-1lZb" , CASEMENT i 2 Benchmark 168XSO Entry L R SL 5'-211 R.O. 5'-2"X6'8" COMBINED UNIT ! 1 I I Bonneville 12X80 SLIDING 0'-0" j R.O. 6'-0"X6'-8" SLiDING DOOR i j _ s` t L, I 7 _. I 1- - --- 1. r_ x_,-a L _ _ i L_TI�-A.. T._I. i.,i. ,._ �, - 1'. T .. . ' ` ..J.. 1 �..,..� _ t' _•T'1, ,-�- -. - ITS rt I TT , � --- - --- L _T r , 1 ' REAR ELEVATION 1 T I T _L T I? L i T_yI 7 I Z I- F 'LIL� 1T1LS -T .ITs i71 1ITIx1il 1r1L1. rZTIS. ��TjT L7rI:S I, i_ T T 1-,T Z_rt1Z- Z- L r _. "_ S_ r,-` �I T T. I I_ _ 7 r r T T L, 1T7 1'II. J T I _. i i`IT_ T�:_ i_., _L L_I L 1. I Tri- IT _ - r t- i= . }__,1: I r �Zr LT I1r1r.IT. T._ _ 1�i rISL Ci ii,-.il� �Z L,.IL TS I Z: IT7 I_ r T I l T T 7 T _I._: I. _L_1 T' ;... - ` = . L_ I _ -1_� 11. S=_S -T S- L�T�T r� L T-I. ?T`r; 1T 1,I_ L T , .I .I.,-I _L,I L_-1 1� _a. .`L,.L_-L, T L = � I� I'�- r L, L.i. T I� � L TZ i T i Y _TT;,? Lr, T __- - I t _ TLS 1L I k TT� T _ 1TL T r j�IT S i iIT-ILL S -LET T41 t �.l.T - .. - .L� ��.L1- ^-.1 yam- 7 1 Ti..� -1..1. .Y..�.i I..t l�.. .� 11. ,� .__t_ I. C��� I_ T T.I... .1. _..-.___.- r L11�.. .L j. 1.1 1 - 7 _'t I .i1TI.,.I _TT.3 _T_S 1 _I 3I TrL'rI�1T - - I-1 it ,._,.�1c� - �I� -IaLIr. �+ Tr;lT�1;TT7iLli Zrri: L �ITI - ,- '� '�-'`r-` :T�T�I` L-:- L Z 1 T T.I17._.' �1� - L2 I r _ r i r IT� I Z�I - r F. Mom+ L RI�sNT ELEVATION LEFT ELEVATION - I_ 1 I 1 _ T-�I.- 1 �. �-_ r_1 T I1 LT r - ... T l -T- - - IT T i T r T. T �� - T --' - _. r-i.._., L- '- � y __ - -�j- a-r. A 1 T L �� T _ �-, ' L - - -T- T- -- - 1 _-I _ ._1_ r -1- _T I _k_ �_ 1- - . r ` T -- T - I _ .. _ -- --- -- - _ r_1. -_ t...�-_}.._-7--L-j-!_. "1-T-_�---r- l__ . 1-. j__r_ .T r.__ J _ f._� i �� (- L. r 1 _ � L� r �- , , ; 1_ __._ __.1•- _ . -_I_. _-!_ _i._ _1- -1 --.L- ._.L-- I_ -L__ i __>_ ._. J � ,-'- r_t_ 1 - T _ i- -j---, T - I - -T- - --. 7_r--L_,. -.. Z- �_ -L _T ._� - - - r-} I--- _-�.�-I T -j---- - - 1- -�-- -1-, 1 -, � -_, - - - - T T 7 , - T ?- - T T r a- L__ 1 1.-- --1- _1- T-` -L - -_ - -- ---- ----- ----- -- - T --- � -1- --L-- �. _ . _ jT ,. _: _ -�-, T_ � -�.`_ -i--i `-�-� T_�-7 1.�7_i_�_� _ _--- - _ r I --I- - I--- - I.-r-J-'_'.-�- - -j- -L-�� --T T-------terI- L - - - - � ' -4._ _. 1.-_�.-T--- T _ T-- -�- -i -- ? r t - 1 i J �- - -- T 1 T_ -- -- --� {- --�_ -L. . 7 r i T T-- t. .�-. r � �._._r_ r- � � - r-T i � ;_. _ 7 ---1 ? r r r � - rT T i r - - -- - --._-.— 1 1_ - �- 1 _.i._. _ -r..i_ L T - r 11 i _ T i I - -,-t .- - -J .._ -1 T r -1-- �--- -�- ------ - -- ---_.. -- -- - - -- I t T i -E- T-_-1-T-- -'I-- r- - -T L - _ -• ' _ - - 1 �T r 1- - — -------------- --- --- ---- _ - - - wT q _ l i L T � r . T r -' T Ul ---1 E7::= Q O of � o t� A o FRONT ELEVATION 41'-4" 24'-0 3'.p" g'-0" $1-216" 10'-8" 41-5161' 41-64" 10'-lH 12' " 2142 2142 22142 � R.O. 5'-3zb" x 3'-11,;6" = 2'-S'%" x 3'-1176" R.O. 2'-&'% x 31 I ;II ----------------------------------- - I I I , ' I I I MASTER BEDROOM BATH I 1 2142 I � r Z _ t �- r I I 2�4 22142 ; 1 H1G�H TRAY CEtLtNG - 1 1 11 1 N R O. 2-8;bN x 31-11 N R.O. 2-8Tba x 31-il7bN R.O. 5 33b 2'- On IN FWOM WALLS i w } t Y TRUSSE8FiA o SCISSOR TRL" IBREAIC �► MASTER W! 12" $.A.S. 24" O.G. I jlw MIN Q -------------------------------- BEDROOM 2 LIVING AREA DINING AREA � - _ to 3'-4N CO 2 DETECTOR O ' _ ------------- ---- a © _ SMOKE DETECTOR WITH 4) O ]BATTERY BACK UP U e 1-2N 1 8 a' ION ATTIC ACA:::* s iGO' J J _ W _ W/ ' 4EAD CL E iilI C+4rK.-E-" II It ---- 8-1t 4-2 (p — 17------- Q _ + , 1 , 5,4 4'-2 14- 1 'i �► r rr _ a _.i t a X 1 _ 13'-bpi" 2.) cr L.AUN ._. 1 . , I I row h — - ul 1 -�� z 31-011 Y420 ; — FIRE RATED DOOR W/ I r ---- ---- ;n SELF CLOSINGS klw_sEs -' ® I 1 z K(TC __ __ 5,6• FH2E RATED GYPSUM EsoARD • ---- ---- _ � -- 1/2 WALL _- -------------------- 1 - C*ARACsE WALLS TO ROOF ENTRY = RATED GYPSUM • HOUSE WALLS ADJAG 2'-6" ---- ---- , 1 p -- ---- N TO S �p 1 � --- ---- Ma \\\lll BEDROOM 1 5'-0 2' o 0 0 o a� ---- ----- GIRDERz ' ' TRUSS W/ TRUSS HANGERS ' « " 4" STEP _ 2 CAR GARAGE - 4 — — 13'-5° LU Q II � cq ENGINEERED ENERGY TRUSSES -- ---------- ------- ------------- -------------- ---------- -------- -------- �n N u- 11 'i' 9 it" 91-ii" �NI ENGINEERED ENERGY TRUSSES FLAT AT WI 12 S.A.S. 24 O.C. OV F — :3 Q �j MASTER W/ 12" S.A.S. 24" O.C. OVER W LL I Z BEAM D 2- 2X10 SPF. - 0 r 4 II R O. 2'-83b" x 3'-l11b11 R.O. 2'-8�" x 3'-11 DROPPED OVER WI , --- 2"142 in 2 31'-5" � --- " I 1 to � 3 o O Q_ r OVERHEAD DOOR �n I r i � — 11 1 � BEAM1'C 2- 1 3/4 X 9 1/2 LVLS OVER 11 �} O 41404 8-Oa 4-101*Il -5 9-0 6-O lt 13-6� ]O-53b 14'-0" 1'-5�" �1�11 241�11 81�11 / 411-411 32'-0" FIRST FLOOR. FLAN T 24''0" 1 I 1 ' I , I 1 I i 11. wlt ; t •----1---------------------- -----I-1------'----------•-------- ------- 1 2-2XIO P.T HEADER —� i i i ; 8"X 3 1/21 GIRDER PKT ;I } Lu i 1 1 1 { I I 1 1 I 1 1 rl I i I I x p 1 1 1 •-- _-. 1 1 _______________---_-___-_________-_ 1 l I 111 1t it i 1 4 11'-4" ; I n 1 1 1 i----- ------L--------------------- -------- ------------------------------- ----------------n-----------1-----------------rr I1 1 1 ' 8 CONCRETE WALL 1-10 HIGH e"x 3 1/21 GIRDER PKT ' 1 1 WITH 16" X S" FOOTING WITH } ; ; r O 4" FIBER REINFORCEp CONCRETE SLAB OR 2- 04 REAR CONTINUOUS 4 CNCRETE SLAB W� 6X6X*4 WIRE MESH �' - ; N Q O ' " NOTE: 6 MIL POLY UNDER z = 1 , -cw ; ; ; ; ; ; 'v TOP OF SLAB ELEVATION O-4 � 1 � (A.--1-1--' 1 1 1 } - FLOOR AND PREMIER DRAIN � U O Ii X it 1 --� /� 1 1 1 1 1 1 1 x 9" X 1/2" ANCHOR BgLTS 1" INTO CONC. IF CONDITION REQUIRES IL ; 16*WALL AT 6' INTERVA,I�S AND MAX. OF O d i i ID �; � ; ; 2 X 10 FLR. JOIST O.C. n 1' FROM END OF 2X6 ;P.T, SILL PLATE `Q ; ; ; - OVER W/ BRIDG(Ws • M106PAN ; SMOKE DETECTOR U114 `� � � � r- 1 1 , ° ; BATTERY BACK UP tU 1 , 1 1 S14I 8'_3" It It f ; ' -- '--• �i 1 i i •1----------- '--------'-- ' ---- 1 1 I 1 t I 1 ' 1 . 1 ------- I , r----------- - ----- -------'--1--D--1---------------�-I--�- F=-----------------'--�--1 -------------- -'NDl " Y 1 I 1 I 1 I 1 I I t I I' I! a x 3 V2 , I 1 1 , I O I I I I , I t , Q l2 `---- ---- --- r7 - 1 1 GIRDER PKT ; `-----� ; — • - �`ii ; - � ; I •� r 4 X BEAM A DROPPED OVER ; ; ; a, _ 24" X 24N X 12" POST FT6.6. W/ 2- 1 3/4" X 9 1/4" L VL'S _ r Q ; 3" STEER POSTS ANCHORED ii Upl. Q It TO FLOOR AND BEAM TYP. --- -- - cq cq a"x >r2" PKT n --- ---- * ---- + -@X� _ARQWJC-%I_ •---------------------- _ 16" X S" FOOTING WITH ' I • ------------- --- ------------ , 1 1 I I RE-BAR CONTINUOUS , e , 1 ; Q ` ------------ c . � � ., . �. .. - _ � � - � ' x 2X4 WALL W/ P.T 1 1 1 A BOTTOM PLATE TYP. ---' ---- , ---- NOTE: MONOLITHIC SLAB MAY BE _-- -_! 9 ; ' A ! 1 _ ' 1 1 1 1 (r --- ------------- USED IF CONDITIONS ALLOW STIAR cq RISER CALCULATIONS WILL NEED -_- TO BE AJUSTEI'� ' , I —8"X13 112" GIRDER PKT r 1 1 1 I 1 1 _� rI 1 I 1I u FV 1 , T---- , - --------------------------- ------------ -- - - ----- -, - -,------- - -- - ------- 1 BEAM A - -------------------------------------------' 1 - ------------- --' -- ---'----------- - ' 4" O ; ; --- ° .------ --------------- ------------------------------- --------- L---J- FIBER REINFORCED CONCRETE SLAB OR �n � •-- -- � ; t�j ---- CNCRETE SLAB WI 6X6X+4 WIRE MESH ' -PT. LQAD BLOCKING +' = -- - ' O 2-2XIO P.T 1-LEADER � � r �\� � T B ELEVATION 1'-6" ; 1 I _ 6X6 P.T. TYP. J O I FLOOR DRAIN � 1 O - - - 1 1 FILL EXCAVATED AREAS W/ APROVED FILL ; - V �Q ;------------L--------------------- I —EXTERIOR DECK FTC. - ; PROPERLY BEFORE POURING 4" ' 12" SO `�' p AND TAMP . � . _ . . . _ , I NA TUBES MIN. ° ' Z i - -----;- - II Q SLAB OVER ------- - I6 DEEP ON VIRGIN , - GROUND TYP. _ 1', 1 n) 1 1 01 I O 1 , .------------------ NOTE: -----; DROP SHADED AREA 811 O I FROM T.O.W. POUR SLAB OVER ; .-----------------04 ----- I - - ; I 1 4 I ' --- ------------------------------ ------------- --- --------- 14'-0" 211 l 1! --- 24'-O" S'-O" - I / 13'-4" FOUNDATION PLAN! , k i ,- 1•_ �T 7 M . .� DO DO e DD oo DD o0 U ' +, ;;lt• 4 : DD s BEDROOM I 1=1 BEDROOM 2rn r DD . -- -- T . 1T = zLTI. rz��illzL�zz CROSS SECTION D-D [.ZJ1Z L� T T �L7?ST = jj ST 1 I i 1 lI 1 L BEAN A DROPPED OVER L1 S S Z r _ TZir:T I_f Z 1 �I. I,Iz S LIB1iT I �1 r 1 3/4 X 9 1/4" LVib 3 X 10 RLR JOIST 16'O.G. 1 LT 7T Z TTT I II�Z, T �T LSI1A 7 I 4 j 1 uu BRtDC"ING•MOSPAN OVER �1 1 "'iTT 1 1 L 7 r ISS .i i L} T is A ,1 - 1- i- _ •-. : , .•, ' '- 7_ I Z T .t 1_ i�T I � FULL E 45EMENT s . _ I -7 ]'.i.�J�1ZITT1L S�`�'�Ci , �ltl 1TIL 1 I S._ - - T jT I Z-17� L CROSS SECTION B-B - -- - - - -- BEARWes• ulAu — _ o =- r LIVING ROOM 0 — - -- — CID 4 -- - ROOF MATERIALS RIDGE VENT CROSS SECTION C-C 30 YR. ARGNITEGTUAL SHNGLES ICE t WATER SHIELD + EAVES t VALUES 90 FELT PAPER - - - _ _ _ MATERIALS _ -LT_ , T r ! ;TTTT L - T:i_ LI r} rENG402RED ENERGY TRUSSES �_ L 1 I_ 1 _r Z I- -.i I~Z �_r_,_ i 1 L_ �L .S Z L _I " " i T� r�`� L -T_� 1; . r rI ' T i�rJ � a i- 7_7 L` L _L 4,1 .A S. Z4 O.G. _ a ' T __.� ram. 2X6 SPF r 11- i Iw_r - BIIEIFAGA TYP. I _� �_ T 1- L_- 1 L -_iT l r-�., � 1 T LT L .-- 1 1 1 1 _ I ; _ T T 1 T r L I T I ter' - r � 2X4 BPF. TRUSS r t r ,_r BRACING TO MANUFACTURERS SPECS. .�� T 5/8" OW. ROOF SHEATHING STEEL W CLIPS cn 2XIO CONSTUGTION • VALLEY FRAMING EXTERIOR FiN*W l 1 ' -r�' ��. ALUMARIM FACIA -- SCISSER TRUSSES 1 i } !t r i t, , t t VINYL PERFORATED SOFFIT • EAVES GIRDER TRUSS VINYL SOLID SOFFIT • GABLES PORCHES 00 IIO IIG OD L] O VINYL SIDING t CORNERS HOUSE WRAP ftim Am ao WALL FRAMING MATERIALS O 2X6 P,T SILL W/ SILL SEAL LL2xi0 FLIP. JOISTS !6 .0 0 " O . W/ 5ftRX-ING • MCOPAN -- 3/4" T4G.ADVANTECI+I SUBFLOORING W/ CsLUE 2X4 • O.G. EXTERIOR WALLS W! 1/16" 0613. SI-EATNtNG uj 3,_2" ZXiO WEAVERS • ALL f'tER10MoZ 4 INTERIOR OPE>'tINGS U -2—ill ': TYP. LIW.ES6 SPECIES DIFFERENT ON PLANS 4 FRAM #G! H^ 2X4 • 166 O.G. INTERIOR WALLS UNLESS SPECIFIEDS 0 . ' '. • E30TT Sr IRIS WALL FINISH t 941SULATION MATERIALS uj R 13 FF. INSULATION 0 EXTERIOR WALLS W/ i" HI R S14EATNING A R 38 FF, It�..ATIfN! • CEIUWsb W/ P`ROP,8Q VENT R it ROLLED S' BATT INS A ATION OR - - N R It FF. 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