Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans 405 Garden Ln 2011 Addition
SAN _ �i gg 4 it€N d 4 GENERAL NOTES: - .n IEX STIMIc; SITE CONDITIONS: � FIELD F � THE A' TACHED DRAWINGS DESCRIBE PROPOS ED ALTERATIONS TO AN :. `` R SITE AfREA: 7,432 S.F. FLORIDA. MAP SH OW N G , WO EXISTING SINGLE FAMILY RESIDENCE IN ATLANTIC BEACH, . rr.. :ro raw. ..><` »:, > .,.<h.. �' - .« f y ( , , <,t..: � , . . , . .. _: . .. < EXISTING BUILDING AREA. 2,300 S.F. N89 51 , . :,<' THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE l .� M 1 < a�.. CONCRETE DRIVEWAY AREA: 384 S.F. - - COMPLIANT WITH'ALL REQUIREMENTS OF THE FLORIDA BUILDING - WAC PAD: 9 S.F. m 1 CODE (FBC)- 2001 EDITION WITH 2009 SUPPLEMENTS- AI4D 1 ALL * 4 IROS / \ TOTAL. IMPERVIOUS AREA: 2,693 S.F. I £ ��� ��� PERTINENT ZONING REGULATIONS OF THE CITY OF ATLANTIC BEACH, FLORIDA. ALL REQUIREM&4TS OF THESE CODES, WHETHER 4'4 3 `E 3;5,3 F F D% ;�� �' REFERENCED HEREIN OR NOT, MUST BE OBSERVED THROUGHOUT RD0.1 CHO « ' . : PROP4ED SITE CONDITIONS: THE CONSTRUCTION PROCESS. I AGRDEN LANE �. f :f w, SITE AfREA 7,432 S.F. THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY ' 89"'30¢x _ s 3 i < � : < N # I TIAL, GROUP R-3. M " RESIDENTIAL, E wE >.; �" PROPOSED BUILDING AREA: 2,660 S.F. DRI' PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPLE V-B. m o N 8 -6 : 1 z NEW PERVIOUS CONCRETE OR OPEN BLOCK PROJECTED WORK WILL INCLUDE THE ADDITION OF A NEW 1TW0Lmv ago CM CMr tl ria DRNEVAY AREA: EMI-PERVIO NEW S STORY STAIR HALL, NEW FRONT PORCH, MODIFICATION OF LEXISTING c+� co { CM 384 $F./2= 192 S.F. ca ;I I INTERIOR AND FLOOR FRAMING, REPLACEMENT OF EXIT RIOR M EWAY AND WA Q o LlCj M x: NEW PERVIOUS CONCRETE FRONT WALKWAY AREA: DRI' �� WINDOWS AND DOORS, NEW SIDING AND ROOF COVERING, INEW _ W o _ a 115 S;F./2= 57.5 S.F. >; - --- KITCHEN 'AND BATHROOM FIXTURES. `� c L N � � ^ z , HVAC (PADS: 18 S.F. --- -- ------------ O � , TOTAL IMPERVIOUS AREA: 2,927.5 S.F. I SITE INFORMATION: W ¢ .. ` X A LU 39 OF TOTAL SITE LU2 el- CREATES 234.5 S.F. OF ADDED IMPERVIOUS AREA THE BUILDING DESCRIBED HEREIN IS A TWO STORY SINGLE FAMILY Ll yj LU o 1 I I i / L. IFW ' Q V DC V Fes— W L` REQUIRING 146 CU.FT. OF ONSITE STORMWATER i I I I _/ I , I RESIDENCE LOCATED AT 405 GARDEN LANE ON LOT 1, TRACT nA„ , I ( STORAGE TO BE ACCOMMODATED BY 200 S.F. CAP SELVA MARINA GARDENS TWO, AS RECORDED IN PLAT BOOK 38, F— L,., r ! # SWALE ¢ p ¢ cn Z CV BENEATH EAST DECK TO BE AVERAGE 9 -:- PAGE 39 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, p p C I TH. i I r I i i i i i W W � p IN DEp o I µ -------------- FLORIDA. � I— t ' 0¢ Q0o = p THE PROPERTY IS ZONED "RS1”. "- 'y II s I I I ARDSCAPE WILL IMPERVIOUS I I I 15'-2" + - K p, ,M4 {g : h I I --- ADD A BUILDING ADDITION AND NEW H x,::. I i SITE DEVELOPMENT BUT AGGREGATE IMPERVIOUS AREA WILL. REMAIN ,•. :,� x ,fes D ,� I � US AREA RE f Comp. B ,SWI 1 BENEATH THE 50� ALLOWABLE THRESHOLD. NEW IMPERVI(9! a .r f. �' 1 I , a w ' .` II STORM WATER RUNOFF WILL BE RETAINED ONSITE WITH NEW V , « Date. I n i I SHALLOW SWALES PRIOR TO NATURAL PERCOLATION THROUGH --- t EXISTING SANDY SOILS. z-x ' II -- : fi L- "" HVAC _�. ,.....r :.< �... ..<.<> LII _c Woft Nparfinent_ I - ---------- _ THE NEW STAIR TOWER ADDITION WILL RESPECT THE 15 �TBACK , : £ ty of Atlartic Bleach tt � PADS I I x : E£ : — --_ , >f ", T. -nI FAMILY r , Pern*No. 11 l SECONDARY FRONT YARDS. THE EXISTING i FOR CORNER LOT SECOND is « 11 1 I b z- Address:408 GARDEN LAN 1 I I II � � � ROOM BUILT WITHIN THE SETBACK WILL REMAIN. -T I1 I .. . ............ is fif, H ` NEW EXTERIOR WALK AND OPEN DECKS WILL BE INSTALLED AS �Ea Beactl s zoning!Subdtvslon,and land I�+nrtsl tnsnt t� ulat�sns � t= I � s a " SeCEron 2466 o['it�e elly of Ada �- qA s9 • - ,_��., ., - INDICATED WITHIN SIZE LIMITS SHOWN AND WITI� _ �, rmwawterrunafftye - I I ------ ' \ I : GENERALLY I I [ i'nt3<taurns that the aEflererroe uorereen t1�;pre e` er3t�rohxne o1 sto _ <_ . a :_. x t r�, w ,.W 3< i.. d on site. voles a l�urro�r l Berea 1 I l I MATERIALS TO BE SELECTED. i — I V=CJ��t2 VheeVca=4afluxf MELD Coll ofRun Runoff I { I I ; ; I I BUILDING INFORMATION: a A a of lot to squl Teen I Q I I I STO:R* � ' ME R=25aVr/?A-hr r2attialE dePih(9.3.ituress tar FtNantrc 8e�lets) g -- ---- _ ' IQ l I I E PROPOSED BUILDING MODIFICATIONS ARE HERE CONSIDERED A , �< = I THE - ..> �E >; >, ..<.,>M ;,- ,; Ptr�ievet+sma+tstst lt�;inos�i Y�rtttrte, a — —}---�I I � � �` ,.:'.:.< �-----. < MARINA _ ««� II RE WILL �r' iAreafA)— 7,43.2. � • • x _ ,I LEVEL 3 ALTERATION PER FBC. NEW AND EXISTING STRUCTS r : (III _ , , Y F _ NA R :: D I LAI' 4.K' 37, Vic;, �+ RunofCosfliclsr't I MEET CURRENT CODE REQUIREMENTS. SEE STRUCTURAL DRAWINGS — I nma Lot Area � : � i � I i FOR DETAIL W c., '"``�.,ci I \\ i THE HOUSE IS TO BE CONSIDERED AN ENCLOSED STRUCTUIRE WITH trnpsry orfs 2,8'33 7,432 1.00 0.34 I II ; Pervious 4,739 _ 7,432 020 0.13 I CONVENTIONAL WINDOWS TO BE PROTECTED BY PRE-CUT, ,1 I I II — RuTralfcoetfcle�sl,(c}= vie , I " \\ I k, : PRE LABELLED " PLYWOOD SHEETS TO BE STORED IN GARAGE. O :`.. ,, _v Fiunatfvaiurtte MOUNTING FASTENERS WILL BE PRE—INSTALLED PER F . WINDOW - - BC I, ,< :� _ , dp ._. ...................... ..._.: I :. - k:.:a,, :)� 1€ ,:: .ST LINE O L3,{ `� 'S"ALE;: sa w, V 11.48 I a I .w<. � v= 29 tt' ........ .................................. .... r< ;3,,aF� ° W,-ST, z<�> �-�::<� �`;...t��, I - -------=-- � DESIGN PRESSURES WILL BE MET PER FBC. 1 w. .. ., r< PLAT ---------------------------------------------------------- ........... ......... I J LL PnrctdevelaptrrentRunoff w°'""' I I t II iI mm F i ALL CURRENT LIFE SAFETY/EXITING AND A CCESSIBILITY tot Area(A) 7,132 fe . .. ... REQUIREMENTS ARE TO BE MET PER FBC.Rueo[coetfuert : __------ .Area Lot Area I ,.., la; DesCri tiara th YI74£I _ _ L r „r L ... _ .:.,. ,..——... J: r. ,. .. r_, l ,. Z I 2925 T432 1x10 #139 �a :>, �, .... . E � ,.�� ()PERT '{N04 M : . Pmrvwua arae r" _2D .9a F _, t < £ H" F_0001 I> ._ I .. ?, f _ RffSv. : , : �5 r.4; .-y,:,,:� •<f�3f:. ? �>:.!Yc<I I i:;: �,..��.:a w w -�RAIE Runoff Volume I _ EAST ................. ......... 1. -. «__ i"N , ..:fiLU 0 . . .�.,..., .< , ..� x .. V 0.52 z 7432 x 9.3 7 12 y : ,.,,. r. ...]. ,>. ..s::::............... :.:. .....:......::..__ .. ,< > ,., ,� .� � �.�� � �� .. -:. .,.�� � DRAWING INDEX : { L fl l . -� .. PAD TO BE _ _�-____ � � � Q . = Iultsd styran.Yalurne -------------------------------- �/ Pcs[devs€opmerxt Runoff Volrsme PredeveEoprrretrt Runoff V�lunte . ...: ::..::: .. � w _ REMOVED OV 2f9&7 2,922 y x' 448 fry - 10'—�" A t. `z.. W 16'-0" SHEET 1 = GENERAL NOTES AND SITE PLANS _ _ .....__ _.._ 200 SF pC -- ��` Y - c L SHEET 2— FIRST FLOOR PLANS m I ` DRAINAGE ,SWALE . SHEET 3= SECOND FLOOR PLANS t r<. �s �" Elevation Area 34ar E DON W< BOAT IGH , P,S<M. E A� p. _. ,. BENEATH DECK .. .<a. f„ 9 eorrpal SHEET 4= EX ISTI N ELEV .».r ?a:S? VALID ;3s>:'#9c>:. x Tr,3. p:,>.,eL,.:. .:.. �"' �,� ,.. :.. u.. -..:: , ,,�_...< _....,: G ATIONS , ,.� �.: R <.:E'Y` R.A� MAPPER� NSF LS 32' > � _ :.. ..., I`°`L<A. USF �£ O �[ .n .. _3 � ,a .x, .. >� yt~-ate..« y, : ., . ,:. :.M:, _,,, _.�_ _�f �__ .�i , f F � D __ SHEET- 5 PROPOSED ELEVATIONS , .. A�.?� «�?Y . � _� � � roe. ' WOOD SH _ . _ LINEET 6 PROPOSED BUILDING SECTIONS 3. « ,n �� ,.. �. _. .' Ire .Volturno ft ; ,.,� ? «. R torte 149 _ u d _._: _., CHECKED .. :(` _ �I ti6orage • .S 3> �w� a « w�> 2009 .. . ,�..,........,. SATE - ! ., , . .: ro <«.,,.� .............._„ Supplied star4 .vott,me so n _...._ — f SHEET 7 WALL SECTIONS AND DETAILS €€ $� DRIVE SY- ._ raw... ..._ �€". i E i. .aZ.`_`. ....... ..: .w. '' •..... 1. >sw. E .. J.. — .. 7 _ , SHEET , 3 i . 8 ELECTRICAL PLANS r.: � ,_f.�__u.� _ : .. ACI' : " OR, A,_ a,r � 0 _ , _ � ._...-., ASK M C�� .�.E_ E -. ' , -, FIE f. 2 aI lL. ,: 5 0:� ....................... ............. - - _ 89 846 SHEET S1 = FOUNDATION AND FIRST FLOOR PLAN SHEET S2= SECOND FLOOR AND ROOF FRAMING PLANS 0 Z vT i EXISTING SURVEY STORMWATER PRPOSED SITE PLAN SHEET s3= ROOF FRAMING DETAILS AIL Q SHEET S4= FOUNDATION AND TOWER WALLS DF-TAIL d' {I 1 "=20' CALCULATIONS �8 �_�>,� ,�, 4 I S f EI il_ b2s Ik I pl. I Q ! ! i I NOTE: VIEWS ARE CONCIFPTUAL. ACTUAL ilk' " '" '" COLORS AND MATERIAL§ MAY VARY { g; tq r 3' FILE,, Ca _j; *l U.j z _ z N !I r € - PN , z a 0 U : { I' r zz { U SII w.:.w N>: i .' SITE PLANS SENN= Ion' .. e PERSPECTIVES R . _, . NOTES , I int - EXISTING PERSPECTIVE VIEW FROM NORTHEAST PROPOSED PERSPECTIVE VIEW FROM NORTHEAST 01 -05-10 i x c I I , w r w , N r w 5 115-7 7-8 6 FLOORING AT FRONT PORCH AND ST9PS E 18-7� 15-7 18-8 - - - TO BE LARGE FORMAT NATURAL STOW _ 3' r 7w 3' » 7 2" _ TILE SET OVER CONCRETE PER MANUFACTURER RECOMMENDATION—S. f ------------------------- �/ ---- 1 1 STOPS i 11 tR�Ss ----------� 10 - I _ ---------- --------------------------------- ------------------------------------ 4' HIGH WOOD OR PVC COVERED FENICE I NOTE INTERIOR FRAMING TYPICALLY 2X4 WD STUDS 0 16 O/C W/ w I : I I i 4X4 PT POSTS COVERED WITH IPE W� � ' � I I I •, I , I 1/2 GYPSUM BOARD I I I ' I I I AZEK PVC TRIM AS SHOWN I I N NOTE: FLOOR FINISHES GENERALLY 1 1 CONSIDERED TO BE WOOD STRIP FLOORING �, 1 I k I I ` I III I , I I I N / I i i 1 i iii i 1 I TO MATCH EXISTING THROUGHOUT MOST OF ' HOUSE EXCEPT AT BATHROOMS WHERE ; i ; SID SLO I I i COVER WALT. AT THRESHOLD WITH STWE III 1 I I 1 I I I 0 I I I c NATURAL STONE OR CERAMIC TILE WILL , ; i ; i COVER FLOORS BASE, AND SHOWER WALLS. ; B E D R 0 0�Mll 2 : WA L 0 i I --------i— ---------------------------------, III ----- — -----------'------------------- 1 1 S R I 1 N c I II I I 4 cc 0- C^ CTJ C �— cm / I I �p I j I elm Q p U ,= cm S PE I I O • , , , w , " r " OC = ¢ L.= O SEAL AND INSULATE GARAGE WALL AS PRACTICAL , 6- �J-� 6-8 Q c � N L-. � c c� � i a ,j -- --- w STE LJ Lu Lu Q cn w = 1 71111! 1817 ' 6'-4wa- LLJ Lu � W W W � Q1GARAGE Ln Lu mji, STAIR 1 I I I SEALED CONCRETE FLOOR I 1 1 / I _ _ I i I r � Q p Q � Z p � f z I I 11 1 I I I O ' / cn c/7 Z I { 4s I I I I NEW PREFABRICATED H LL w W �J uq 1 II I I I I 14 I I // 'I —3 I I I I I 1 I ACCESSIBLE SHOWER/TUB UNIT I I N o c WITH WATERPROOF GATE I »I I I / •I I n INTENT: SYMMETRK;ALL ALIGN EDGES O O c`I LLJ Z i I 11 I 1 I I rn I '�'r / N � Q ---I Q _I O ? ' ( O U NOTE: SOME DIMENSIONS SHOWN ARE INCLUDED TO RECORD INTERPRETATION OF I I I I a, , �, / h " i� ���'- ED EXPANDED LAAC WITH ---- . EDGES OF WALL AC FOYER I ; ; i i EXISTING CONDITIONS AND DO NOT REPRESENT INTENT TO MODIFY. OTHER f/ DIMENSIONS SHOWN AT AREAS OF CHANGE ILLUSTRATE INTENT TO MODIFY AS i i i ; BATH /'I;LOs Z OYER INDICATED. ALL DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN RATIONALE AND I ; I I / , N •_ I 1 THUS REPRESENT BACKGROUND INTENT SO THAT APPROPRIATE DIMENSIONAL - 3 ,M I I I I I ,_ • I I r N , w , w 1 r_ -- -- I ; ; ii ADJUSTMENTS CAN BE MADE IN THE FIELD. i I I 3-3 7-1 2-9 I 50- a I ' I -----__ -I ' ` i ; I ; ; SHELVES ; SHELVES SOFFIT 0 7' AFF ___r - `� y r N - " 8'-7• 2'-9" 2_g 2 B I ' 1 2 I -----_-�-- ---------------- L -- I I I � I I I I _ _ -- ___----_ I I I , .--------------------------------------------------� 1 I I DRYI LL - 2 1N I JI 03 ; I ---------------- ----- ---- I I I I ;ASIN 0I 1--------------0 7�\ I I I I 10 wNtQ 1\ , I \ IIIOI 07 BAR 36 AFF °� P TEF _I SOFFIT 0 7 AFF STEPS I N 1 ------------ - 3 /O M 11 t \ ----T— w N N I MINIMIZE F I I SOFFIT 0 7 I 2-0 5 0 1. SOFFIT 0 A� v I N I OVERHANG ERE ------------ , ------ �q N I L.Lj 3-4 6-6 1 v 9-6 i I---------4I I L-------JI I I / I I I I I 08 O -------- -------------------------------� .. I --c I I I I \\ o IR ' I a I - qLQ S 1 I I114 --- �I , 0 . AM I LY \\ I I I r7II � \ II » I � 0 I � w -17 � I I \ I I t AFF \ S ; L u U — BEDROOM 1 KITCHEN \\wl 20 1 W ' N _ — -------------- I VN000i LIVIN 11 EXISTING WALLS \\ i Lo 1 I 1 I 1 ` I ----------------------------- -- k I I I 2 j90 Jill a F— h HEARTH � 19 i t i h 1 ---- 3 ------ DECK 0 z {I' I I I I 1 I w � I --------- DINING CID ---- L---- ---------------- ---------------J e I /` I _1 .. ISI L---- t--------------------- 21 2m I cv 9 I I I I r w I I I 7 ` I It __ I DECK s' 0 I Ili 4'_5 � 38'-0 " 16'-10" 16'-10" EXISTING FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLA #w � GENERAL DOOR AND WINDOW NOTES: I ' FIRST FLOOR D00� SCHEDULE FIRST FLOOR WINDOW SCHEDULE I'I SIZE SIZE 1. ALL DOOR AND WINDOW SIZES AS NOTED ARf- GENERIC AT MARK WIDTH HGT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS MAIRK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR HEAD HEIGHT GLAZING R ARIA THIS TIME. FURTHER COORDINATION BETWEEN PRODUCT AND N 11 02 24 6'-8" HINGED - SINGLE SOLID CORE WOOD - BY OWNER BY OWNER LEFT' 1= 2 -6 5 -0 CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6 -8 CLEAR INSULATED LOW-E -- p N -_ __ __ ' 3'-0" 5'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR INSULATED LOW-E ROUGH OPENING DIMENSIONS WILL NEED TO OCCUR AFTER 03 48 6,-8" FIXED - SINGLE - FULL LITE EXISTING RIGHT SALVAGED FROM EXISTING 3 PANEL 2 -_ 04 144 6 -8 SLIDING - TRIPLE - FULL LITE EXISTING EXISTrING WHITE EXISTING LEFT' EXISTING TO REMAIN 3'-0" 5'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR INSULATED LOW-E WINDOWS ARE SELECTED. W E 05 144 6'-8" SLIDING - TRIPLE - FULL LITE EXISTING EXIS-TING WHITE EXISTING RIGHT EXISTING TO REMAIN 4� 3'-0" 5'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR INSULATED LOW-E -- 07 32 6'-8" HINGED - SINGLE SOLID CORE WOOD -- BY OWNER BY OWNER RIGHT -- 5� 3'-0" 5'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR INSULATED LOW-E -- 2. ALL WALL OPENINGS ARE TO BE PROTECTED FROM STORM S " _ __ p 3'-0" 5'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" c�EAR INSULATED Low—E -- DRIVEN DEBRIS BY MIN. THICK PLYWOOD PANELS OR RATED 08 32 6'-8" HINGED - SINGLE SOLID CORE WOOD -- BY OWNER BY OWNER RIGHT -- I T 3'-0" 5'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR INSULATED LOW-E n 4� -- L 09 24 6'-8" HINGED - SINGLE SOLID CORE WOOD BY OWNER BY OWNER RIGHT " " r- „ FABRICS TO BE PRECUT, LABELED FOR LOCATION, AND 8 -- I - OD STAINLESS STEEL WHITE 6 D LOW-E I 3 -0 5 0 CASEMENT VINYL CLAD WO CLEAR INSULATE -- 8j IP�'I 10 24 61-8- HINGED - SINGLE SOLID CORE WOOD _- BY OWNER BY OWNER RIGHT _- _- STORED IN GARAGE. MEANS FOR INSTALLATION SUCH AS 11 24 6'-8" HINGED - SINGLE SOLID CORE WOOD - BY OWNER BY OWNER RIGHT 9+ 2'-6" 4'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR INSULATED LOW- 9) THREADED SCREWS TO BE EITHER PERMANENTLY INSTALLED IN Id '- - BLE - FULL LITE VINYL COVERED WOOD CLEAR INSULATED LOW-E WHITE STAINLESS STEEL LEFT' -- 10 2'-6" 4'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR INSULATED LOW-E -- LS FOR 12 72 6 8 SLIDING DOU WALL AROUND OPENINGS OR STORED WITH PANT 13 36 6'-s" HINGED - SINGLE SOLID CORE WOOD BY OWNER BY OWNER LEFT -- 111 2'-6" 4'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR INSULATED FIRST FLOOR PLANS I READY INSTALLATION. SEE FBC R301.2.1.2 EXCETTION FOR 14 24 6'-8" HINGED - SINGLE SOLID CORE WOOD -= BY OWNER BY OWNER RIGHT -- ' 15 30 6'-8" HINGED - SINGLE SOLID CORE WOOD -- BY OWNER BY OWNER LEFT -- DETAIL. 16 24 6'-8" HINGED - SINGLE SOLID CORE WOOD BY OWNER BY OWNER RIGHT -- E,I' I 1' 3. SEE STRUCTURAL DRAWINGS FOR REQUIRED DESIGN 17 24 6'-8" HINGED - SINGLE SOLID CORE WOOD -- BY OWNER BY OWNER LEFT -- �, r n 18 192 7'-0" OVERHEAD - SECTIONAL -4 PANEL ALUMINUM AND GLASS PER MANUJFACTURER WHITE STAINLESS STEEL NA AVANTI SERIES FROM CLOPAY PRESSURES. t I4i1' -- — -- -- -- + 6'-8" CASED OPENING -- NA -05- 20 42 6'-8" CASED OPENING -- - -- -- 4 S 1 I s fi �.: 6 NEW 2)l8 WALLS , FOR TURAL DRAWINGS ;A 14'-6" 6'-8" - ----20 h4EW 2X6 WALL RESTS ON MISTING 2X4 WALL BELOW. INTERIOR FACE FLUSH. �}1 OVER STAIR 24SHI LF M d I I DOOR N BELOW I c� Q cm N cm m Ilit '. ATTIC Rill N I " \ I ¢ o �_ coLu o22o I w Q U Q cn �— u- 'n I I O " io I ii> = Q O i I 42 ® w r7 25 W W I 3'-0" 15'— " 2'_ " I ~ N i 3 � �w < USLZ_ = LN N ZD W W W OC V o -- — -- --------------- ---------- __ Q c+ � — m � q ._...________________-______-_______________________-__i I - -- � -- I ' LE STAIR UWDING � Q � Q cF-n uj L�til I j 21 j I <a> 0 I 26 I " W E2 W &2 � o EAVES SHOWN AS EVEN AND WffHOUT 0 IGINAL STEPS i ' I N I 0 � p �_ � � I � O � O o O I I I I O] STAIR BALC NY ¢ L � u- oZ ! - -- ---- --- - 2 t NEW ! I w i �� I ' ' 43 27 ' r, aw I /NEW ' I MA TER I I I FRAMING i I _ �I OVER I / " BE ROOIM ' I 2s I 4/12 4/12 I ' - -- IXISTING I i ' I I M 32 EXISTING NEW 4/12 t i _ - sr 4 -sr ate- 3r r - I 3 6 WALLS EW 2X6 WALL REST§ ON OVER NEW I I I ZX FRAM( I SEE STRUCTURAL DRAWINGS VjWIXEXISTING 2X4 FLUSH. ' FOR DETAIL ..............: ._re..`,....... * TT.r I I 3 it o i I NOME: SOME DIMENSIONS SHOWN ARE INCL DED TO RECORD INTERPRETATION OF ! EXISTING CONDITIONS AND DO NOT REPR INTENT TO MODIFY. OTHER /12 i I i DIMENSIONS SHOWN AT AREAS OF CHANGE LLUSTRATE INTENT TO MODIFY AS Q NEW { i r INDICATED. ALL DIMENSIONS ARE SHOWN ILLUSTRATE DESIGN RATIONALE AND THUS REPRESENT BACKGROUND INTENT SO THAT APPROPRIATE DIMENSIONAL 0 4/12 2 2 4/12 N ; M i I 2s I AWUSTMENIS CAN BE MADE IN THE FIELD. — I EXISTING NEW WER M I I I 3 Lu NEW STAIR TO ! i , I I 42 I ` �/ 3 I i i 6'-O" ' 2'- I 3' I 3'- " i NOTE: SECOND FLOOR CEILINGS SLOPE AS UNDERSIDE OF ROOF U.O.N 7 I I is I i I NIEW OVER FRAMING 2/12 I { ; I CLOSET ; ' MASTED 3� EXISTING I ? I I BATH EXISTING 8' CEILING AT VESTIBULE C� 2/12 I = � 4/12 I I1 „ EXISTING EXISTING ; I i 14 3 241 i 3'— , w W U 4/12 I m I I 1 I co Q ' ' I ► in € I ----- - 0 000 Ld I I cV I I I Ifs 4/12 IXIS11N(C 1 I I _ --- L-- ----------- -------------- L --------- --------- ---------- —� I I _____W_______ __ _________ ____ WCEIUNG 0 ELEVATED DRY PLATFORM V I___ ___________ DRY-OF WATER CLOSET AND SHOWER CURB- 8'CEgJNG U PROPOSED ROOF PLAN 1 /8"=1 '0" EXISTING SECOND FLOOR PLAN PROPOSED SECOND FLOOR PLAN 0 z J SECOND FLOOR WINDOW SCHEDULE SECOND FLOOR DOOR SCHEDULE SIZE SIZE MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR HEAD HEIGHT (GLAZING REMARKS MARK WIDTH HEIGHT STYLE MATL GAZING COLOR HARDWARE SWING REMARKS 20 2 -6 s4 -0 CASEMENT VINYL CLAD WOOD STAINLIESS STEEL WHITE 69-8" CLEAR IINSULATED LOW-E -- 21 2'-6" 6'-8" HINGED = SINGLE SOLID CORE WOOQ -- BY OWNER BY OWNER RIGHT -- I.I 21 2'-6" 4'-0" CASEMENT VINYL CLAD WOOD STAINLI=SS STEEL WHITE 6'-8" CLEAR (INSULATED LOW-E -- 22 2'-6" 6'-8" HINGED = SINGLE SOLID CORE W000 -- BY OWNER BY OWNER RIGHT -- `t° �'" . 22 2'-6" 4'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR €INSULATED LOW-E -- 23 2'-6" 6'-8" HINGED = SINGLE SOLID CORE WOOD -- BY OWNER BY OWNER LEFT -- 23 2'-6" 4'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR IINSULATED LOW-E -- 24 2'-0" 6'-8" HINGED SINGLE SOLID CORE WOOD -- BY OWNER BY OWNER RIGHT -- 24 2'-6" -0 CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 69-8" CLEAR :INSULATED LOW-E 25 2'-0" 6'-8" HINGED = SINGLE SOLID CORE WOOD -- BY OWNER BY OWNER RIGHT II 25 2'-6" i4'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR IINSULATED LOW - it - { 26 3'-0" 6'-8" HINGED = SINGLE SOLID CORE WOOD -- BY OWNER BY OWNER RIGHT -- 26 2'-6" 4'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR IINSULATED LOW-E -- 27 2'-6" �4'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR IINSULATED LOW-E -- 28 2'-6" 3'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR IINSULATED LOW-E -- 29 2'-6" 3'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR IINSULATED LOW-E -- N 30 2'-6" 3'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR IINSULATED LOW-E -- GENERAL DOOR AND WINDOW NQ>1fES: W E 31 2'-6" 3'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR (INSULATED LOW-E -- 1. ALL DOOR AND WINDOW SIZE$ AS NOTED ARE GENERIC AT THIS TIME.k FURTHER COORDINATION BETWEEN PRODUCT AND ROUGH 33 2'-6" 3'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR IINSULATED LOW-E -- OPENING DIMENSIONS WILL NEEIj TO OCCUR AFTER WINDOWS ARS SELECTED. 34 2'-6" 3'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR 'INSULATED LOW-E -- S 35 2'-6" 3'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR (INSULATED LOW-E -- 2. ALL WALL OPENINGS ARE TO IBE PROTECTED FROM STORM DRIVEN Dm'RIS BY " MIN. THICK PLYWOOD PANELS OR RATED PRECUT LABEL ' ' ' » " _ __ FABRICS TO BE TION AND STORED IN GARA E. MEANS FOR INSTALLATION SUCH AS THREADED SCREWS - !INSULATED LOW-E �D FOR LOCA - - STEEL WHITE 6 8 CLEAR _ Z 4 S 6 2 6 ENT VINYL CLAD WOOD STAINLESS S 3 3 0 CASEMENT „ TO BE EITHER PERMANENTLY IN WALL AROUND OPENINGS OR(STORED WITH PANELS FOR READY INSTALLATION. SEE FBC , » STALLED IN W L N » - -- 37 2 -6 3 -0 CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6 -8 CLEAR (INSULATED LOW-E INSULATED LOW-E R301.2.1.2 EXCEPTION FOR DETAIL. -6 - LAD WOOD STAINLESS STEEL WHITE 69-8" CLEAR I 38 2 3 0 CASEMENT VINYL C _ - s INSULATED LOW-E j 39 2 6 2 -6 CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 10 8 CLEAR 3. SEE STRUCTURAL DRAWINGS FFOR REQUIRED DESIGN PRESSt2ES. SECOND FLOOR j 40 2'-0" :2'-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 6'-8" CLEAR IINSULATED LOW-E -- 41 2'-6" :2'-6" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 12'-0" CLEAR (INSULATED LOW-E -- PLANS 42 2'-6" :2'-6" CASEMENT VINYL CLAD WOOD STAINLESS STEEL WHITE 12'-0" CLEAR =INSULATED LOW-E -- ROOF PLAN 43 2'-6" 2'-6" CASEMENT VINYL CIAD WOOD STAINLESS STEEL WHITE 12'-0" CLEAR (INSULATED LOW-E -- y 1 01 -05-10 i � I V { ''� k 1 I & , € 1 a tl� d ,� , I.I ' 'll.I lr I l .I t C ;,{,,1 I IIk � I X1 ; 1 i d . i II` 3 { a III ,i r. lf �H€ 'I kll .l`il , ; I f,;,1: P ; , 1 IfI , n i, J II.. � '" N,, g {IN; �' i{ I�"�-r� J x k , , If �: a ,,a ,It , I I r. q`'!.' t o i,f 111�" Sgq} .i:f i ^M1 4 9f, § I.:i I I 1 I�, { ' { I ��I . E i ; ........._..11..1 1. ... ......... ........... 1111.111.1......1111... I __ ____ __ _________.__._ - - D ........................................................................... ............................... N r alp i1 , / OO 17`rtI{ a ,I _ ....._......_------ o l1 .. .. ...................................._..................... .......... . .. .. Q C I f� �I( i f l _._. _.. . Q o �W_ cr .. ... �IFj1f ;N.� 1111.. .. ....... .......... ................ .11..11................... 1111.. .. ........ W L tI I Y i ...................................--.................................................... .. 1 1 I W u gel .............. �� V dt} .1....1....... .11.. _......... ..._ Z W L f fI ...............1 111.... 1 11 1 � W .........-. ..1-111.................................. ............... 1111.. .. ........... (( k I I ....................................... 1111.. ...... 1--.. .. .. I { i!1 ........ t A I k J .............. �I , 3}d _. ......_............. _._._....................................................................... ........_........ .. _........ _ 0 Q d --- __________________ ___ _________ .................. ._------.. f, 1111... ... ... 1111- 1111 ... 13 3 •• .. .................... .. .-...-.. -... .. .. _ .. .. - ...... .... ... ... .. 1111. ,^ r^ M ........................................................................... ( ' V I 4ss' gl _ - CW OC W C � j[[ �I" jlji`i Q J Q ... k ..._........................... ..........._.......- ----- - --- f_ c' I;€: 1111 ................................................ ........ �� LJ... � " 1I{il , ... .... ... 3 .. 1..1....1.1 . € ' I �i ................... 1111... - -_..._m. y q .............. I ' I I , �{tt''; -.._._.. .,._-_�.-_-�"" ............... .. .. ................................................................................................................................................... -........... 1111......1111.................. ... ...-............................................. { - p.,, v� ... ':. 1111:... 1111 ... .... .......... 1 1 1 1..... ............ ... .... 1..1.11... €I F4 ,t I ...................................................... --. ........ 1111. 1111 ...--. ............. __---- - - -__- ___---................. ._-,1_111__. 1111... ............... 1111 ... 1111. ........ ......... 1111. ......... .I N 1 �Il k --__ .......................... ......... ... 11 11 ...................... ... ----- ... ....1....1..1.........1 .......... ..................................................................1.1....1 1. . Y1 , r f __�.....". .... _-- -----------1_----....-----. 1 111_... ..................... I1111. ......... .. 1111 __- Ik ........................................................................................................... 1 III yry ................... ......... ............ P£ _____....d __....________�....._______ s . ....................................................:...... . ............................................................ ...........I..I.... . ..... ............................... 1111 _____ __� _111_____1____.______ -- ___ _______ ___ ____ _____________________ _ _____ _ ____ .._._______ w ;t. ; ................................................................... 1. h 4 g ................. ............................................................. . ...................................................................................................................................................................................... ... ............................ ....... ..................................... ........... .... ........................................................................................................................................................................ .................... rx p, ___ _..._.�_ ._.r.,..... ..-__________1111.__ ...._._..r_-.,____ ____._ aI _`.- -_-_---___._ __� _..., e,�____ _____.__.� .__ "_____ ___________-- 1111..... W -I-.-._..._.,_..,..r. �....,� _."�....,Y.".._..�_.._..._ ..,_.,_,.,_.__ _ ----..--_"...p"____.�_..,_"_" _..,..... _____�....�� ___ -"._--_�__ __ _"""`____1_111_ . - T ..........................................................................................................1....1......11... ..............................................................................................................--... ....1 1..1.1.. ... ... ..................... ....... 11:11., ............. .. ............................................................................................................................ ..................... .................................................... .. 1111... .. .. I s W - - _.. - _w_ _�.--- - _ _ "_ _."" - _ _- ,r .y __`_'1111.' .. ......... ....................... .......I... ........... ................... 1 1 .1 ...1 .. ......................... _............. 11 .1 �............................................. ..I ............ l ... 1111 ... 1111.. ... 1111... 1111... 1111 ------------------------------------------ __ a ....................-.................................................................._...._........... ............................. _.... • : e __ �._.._ 1 c - _......... ,I .; ;I ......... .................I.............................1111.. 3 s i i , --�__-____ ____ ._.____..________________�...._-.______......_ -.. �_..-_____._._.�...__�_�_______ 1111_.._ _-.--_.T_- _...___-_.___" _1111_. _.." ________' _'_____-_ -_11__1____1__ I i ..................................................-............................................................................................ ...1.1.....1.1............. �... .......................... .. 1111. ............ ......._.. ................................................................................ ......................................................................................................... .. ... ... 1111. ... ...... .................... . ............................ ________1111.__ ______________________ 1111._ ........... I I,.. ...... .............................................. ........................................................................... .. .................... .......................................................... ...... ............................................................... . .. 1111. 1111.. N. � ;� _.............................. ....... ................................................... ................ .................. 1111 ........... .......................... ......................... ........... ------. . . 1111. ........................... ............ -. II I j ,, __" _._._,"-_, _��____ ___________......__.,.._.___....___._. ,..,_______ ______^- -^111___1__-___ _ _11 ________11.______________________-111_______1. - 1 I ... ....................... .............. .............................. } k _._ ., . I I I II If 1 , I` Z I Ar fIII I = { I I � i � Ig - - 'i EAST ELEVATION N 0 RTH E LEVATI O N -, i I ; A.v I �i. � t > �{ .I - - - �1 ak { �I�Ii r" !-14 ill , � � l; 11 1' , G �' 1 A;,i i 1, ��4 �...V I .I !I ;, 41 ; ^I:I E I fI IIS„ is 111 I Il.i. cl li I Iil ... ........ N 1 .. 1111._.. ... I � I iii Ikl; ........... ................................... _1111.._ , 1 = rel ........__.. .-"-__.._.................... .......... _... INl I I. Nff f I' t ........ .. ......... .. 1111 1111.. ... .........- .-... 1111 ......... ......... --- ... .. y €..:: ' I I1 1111..1111........ 1111 1111...1111.. ............................. ............... - 1111. ... ........................................... .. 1111 1111...1111 .. ........... ...... ........................................ 1111...1111 1111.. ... .................... .... ............................................ .. I ...................... ... ....__"--.. ........ .............._..._.__._._.........1.111.-____..._._.....__. .__...............------.. _.."..1.....1..11..--. ----_ ! I ! .... 1_111 1111 {I _......... V ....1........11 .1 . .. ...... lil , -- _1..11...........1 . .......I...... _....--1 .. .................................. ...... .......... -.......... .. .. ..................... .... ............ .........-....._... ... ... ..............._.........................--........--. ....1 1 1 1 ..... 1 i I I , � ' � _111_1 ... ................. l al l I lay _.......... .................._.._. _... _1111. _....................... ..................--- ... _1111. -._-. ............................ _............ ... ................ y . ._. ._. .. .. ... .. .. ....... ... ...... .... . ... ..... .... .....111...1..... �" I. 1 ... .-..........--..1. ..... .... .. .. ._.. .._....._............ .. ..... .. .. _.. . .1.._1.11. 111 1 .. .. . 3 1111 .... .. f, I I:I I I �I: .s ` _1...I..__- . '' II - ------- ... ---•---- -. ..---___............ -------- ------..._._....._.... ..- ------ .._........ . . ........_....._..._._ ................ .. _... _. i1111.-1111.._. .__.... .........._ ..._ _-_...._.._.............. ._ .. k 1 6I - _1111. 11,I �d _1111. N, ..1.11.1.. ....I... _1111._.................. ..._........... . _1111 .................. .... J li &i _ ._............... .............._ - _......... _... _11_11. . . _......... - .. .................................................................... ...1111 A - I _1111 1111._. 1111. .' j �, ,1 f1 I 1� _. _ _ .. ......__.. ......................................................W.................. .. I „. i; �,. f'3 ,i; 1111 1111... ........................... ...1111. ................................................ ........-- .................... ........... ........ .. ...................... .............. ......... 1111 ................................. ......... ., h : I ....................... ............ 1111.. ................. ... €�: P p I ____ .-_1__11__1.__-__-..______ _________ I. 'i, I I:: I. j u .............. ........... ............ .................... .. ....._. .........-- ..... ............... ........ .....-. 1111 ... ({. --........ ..........._........ ............. .-. ..... pp , r _. ....................................................................................................... Ilry Cl '' I" 4' . . ._--- ........ 111.._1 1 ..1..1 1 ------.. .............. --. .... .. ......................... .. ......................................................................................................................... .. 1111.. ........ -----_...._... 111 1. 1111.. ------- .... ......... -.._ 1111 _. •t I{ li.:. - ___'__. ......... 1111.. .-- '------ ......... ------ .. . .. 91 IW ::" % ------..... ---... ...1111.. . ........ 111_1... .......... 111_1. --" -- - - - - -1111._"�..."_W r la 1. ,,..,:. ,:< .. ,. ..................1111...... _" - - V .i '"-______. 1111_______ 1111_ ............_............................................................................................................ _--.. .. .. F L. - .; -, N I, � .............. ......................................_.._.._......_ 1111_ .................................................................. .......... � € I �I: I 1 k(]j 1111. 1111 11 11_ _ _._._ .. 1111. 1111 1111 1111. 1...........111. .. ..-1--- ._....... ........ ...11_11 ........ -- - - - _. ft1...1 r - ......... _.. ..........._............................. .. ....... .. .. 1111. ........ ---..._1111...- ... 1111 1111. 1111 1111- .. ............... ... .. .... ......... ......... ..111...1 ...... .. 1111 {, p !'j f 1' S. 5I 1111 .. .-- ......... 1111.. ............... ................................................................................................................................ ................................... ..... I I I r f „I 1111... ............. .......... - .......................................................--.....----- '_"___"______' �, __" ______ �._ - ......... ..................... ..1111 ............................... ..__ l ..--_1111 ..__. 1111. 1111 ........... ' N : Iii ..................................... ....................................................................................... I 1111... 1111 .--. .._. ...._ .... . .. .... ......... ... .. t - ......... .... ._...... I r r' � 1111. _.. 3 .... ............._......._..............................................................-.................... .... -.1...... ! �' _........................ ........ . . _._................. 1111. .. . _...._...... ..---1111. .... ................. ..............1111................. .. ................................ ......-----. ........... 111..1. ._. _... - 1_111.. ................... _._._._....................... 1111. _......_..._... - - -- ........__..... 1111 .. . -- - 1111 .. p li I; ;. I 1 ..__... ...._..11..11. .. . ...... ... ......... ----. ...._. ........... ..... . ....... .. .. .... .....1.1.........1.1.. .. ...._. ......... ......... ........................ ..... ......._._..................... . .. ... .11.1 1 -------- ...... .. ... r - _1111... _1111. . - _.. 1111 I __ �I I _.........._... - - .._... ......... .....- . ......... I C 1111. .. . ...... .. _ --- ...._....... - 1111.._- _.. ..........._... _1111 .......... ... - - - - 1111. 1 +` -; {;. S: I .. ... .------ .........--� ----- 1111... ......... ... ...... ....1111. t _ I - ........................................._........................ : YY' .......... .. 1111.. ... ......................................................... ... .............. ......... ................................................................................................. ....................... . I, �tl .................. ......... 1111 ........... ................ ..................................................................... 1111 I v; , I $ .. - ....................... - 1111 ................._.......... .._ - - ... -......................---------......................-._....._.__....___..........._....................._..__._...._....................................... .__ - 1111.._...... .. ._ ..1111-----------------_..._.....___.......... ... ....................... 1111. _.._.........._.. 1111. _1 ���......._.............._........_ ._... ........ 111_1 _1111_... I _1111. k ., .. _ _ ............ ........ _. ... 1111. _ .. 1111.. .. .-. _. 1111.., 1111 _. __1111... -1111_. - - I , I i _._...._........... . - a ----- --------. . ...- .. ........ _......... ... .. .... - --.1 111 . ............ . - .11 11 .... ...... ----- ---- ......-....... _....... ... 1111 - _ 1111. _ 1111. . ....... i ,I I;: I - t, � I . ,1111. I ..........._......... .......................................... 1111. .......................... .......................... ...... ............ .. ;.., I r �L.r i I ,,. p ............................. _ ,, 1111.. .. r. ... _1, € _.......... ..__.............. _1_111 _1111._1111.. � -.............. _.. # ----11_11... I,: - - _1_111__... 1111. ..............._ - _...._....... ........ - -- ........... 1111. ._......._............ 1111... .........._......_._................_.........._. ,.. .E -. 1111.. 111_1. ..1111... .. .. ....... ........................1111 1111 .. 1111 1111. ..................... ......... _1111.. .-1111.. _1111... ......_........................................ ......._... 1111. -, 1_111-.. ._.1111. _1111 111,1 I:. ;:..., ._ 1111 ................................. 1111._. ......... 1111._.. ........ ......... 1111.. ........ ........ ......... _.......... 1111.. ._..._... .. -...---..-...-- ........ .. .........- -- ... 1111.. 1111..._ ._....... 1111._. ......... --- 1111. .. 1111 .r. t, ,: �.� .. ........ ........ ....... ...... ... ............... 1111 ......... .......... ... ......... .. 1111 € k 1111 1111 1111. .. 1111... ......... .......... 1111.. ......... ......... ......... ... 1111. ... .... 1111.-. k 1 ... y... I ..,.. -. ... 1111 ,�,-,.�., ,.. ... ....... 1111... ......... 1111 1111.. ... ............ 1111. 1111 1111. . ..- 1111. ..1111..... 1111.. .................. 1111..--- 1111-. .......... .. ,1111... ......... ......... ... 1111. ............. 1111. ... 1111. ........... ... ........ ... ... .......... .. ........ 1111. .. 1111... ......... ..1111 1111 "--- .-.. -. .. ........ 1111 1111 1111 1111. ......... ..... 1111. 1111 1111 ......... ......... ......... ..... .. .......... 1111.. 1111 1111 --...-.-.-. :I'I i,',{ _1111.. ... 1111_ 1111 ............... ........... . ........ ... ......................................._...._..._. 1111 _ _..-........_........... _. __ 1111. .............. ....................._... _ --- - < 1111. . ................. _ ����................................ ......... .............. .. . .............. _1111.. 1111... .........._..... ... 1111.. .. ... 1111. , p I ..... ------. .............._.._.._._............_.__............-- .1 1.........11 --..........._...........------ ----- - _... . ,. S ' .......................... .......................... .. ........ 1111 �; -- ............---- .... .. ..... ...... ............ 1111...........�.�.. 1 111 -......... 11--........----... ......-------........--.........--.. ...... ........ ...............--......-.......................................... ..... ......... ........................... ....-. c I'.,. ,!I li , 1111 ..1111... 1111.. ... ........... ............ ........................... ................ ................. ............. ............. .......... ............. 1111..1111.. ......... 1___111...................... 1111............. .. ... 1111... iR{( '.- .- ... ... ........ .......-........ ............................. .1111.. 1111.. ............................................. .... ..... -......... 1111-.... .. ....... ..... .................. .... -- -...-...- ......... ......... ...1111. - ........ ... .. .. 1 l , I .:II - .--... ....-1111.--. ..... ............. ... ......... ............ ...... ...... ... ..... ........... 1111.. .....-._. 1111. 1111. ........... "-- - .... .. ....... ..111..1 ......... ...... 1111... ... ... 1111.. 1111 1111... ............ ........ ........ ......... ......... .......... ........ -. ':.' I.. : , ....- .. ._. -..1 ............ .............................. .......................................................... .. ..._.. ...._... ......... ......... 1111. .......... .-1111- --- .. ......... ......... - ......... .. I` ::.i.'. n. ,I 5rr .. ............ 1111. .............. ... 1111.. ..-.. 1111. ...- -- .. 1111... .............. 1111 ......... ........ ......... ... ... 1111 .. ...-- ....... ... .. ....... ........ ......... ......... ... -- . i I I C ... ......-.. .......... .. .... ........ .11.1.1 ............. .... ..--... ... .... .... I j y .....-.-............ ............... N ;d ill k : 1111 - 1 j � : IJ W ! I . 1 " i� J I I u J b S 111 , � WEST ELEVATION !p! , ^ i I SOUTH ELEVATION .� I !l A I 2� 4: F �S 9I N 1 1 � I I EXISTING ELI I s 9 . II1 ; a�. t] ry 1 l I €1 , §I I t F O 4iI l l 1 '_�! l k ii 1i 7P tI {HI.. 1 I r I��r I ' g II ; � IIS a f II: II � l I. 1 , , l � iil, KI {. ------------- OPTION 1: FIBER C7EMENT LAP SIDING f. OPTION 2: IPE SIDING SEALED IPE T&G SIDING AT TOWER WITH SII FRED CORNERS AT STAIR TOWER IS WITH MITERED CORNERS TO BE PAINTED SUCH AS JAMES HARDIE ARTISAN SERIES ELIMINATED AND ARTISAN FIBER CEMENT LAP SIDING ' LAP SIDING COVERS OPTION 1: WITH 4 -INCH EXPOSURE WITH MITERED CORNERS OPTION 1: WALLS UNIFORMLY BUT SEALED IPE WOOD FASCIA AT TOWER TO BE PAINTED SUCH AS ca INCREASED EVERYWHERE PAINTED ARTISAN ACCENT TRIM FASCIA JAMES HARDIE ARTISAN SERIES SEALED IPE T&G SIDING AT TOWER cCQ o :......_:..::::..:...........::::::............... WITH 4 INCH EXPOSURE OPTION 2: IPE SIDING cm Q c N IN SIZE TO 7" __ -'. - WITH MITERED CORNERS AT STAIR TOWER IS °O � -- cn ca SIDING COVERS — W o — EXPOSURE. : :::: :: ::::: .:: ASPHALT SINGLE ROOF - ELIMINATED AND ARTISAN < o U o cw 0 ................... .... LAP FIBER CEMENT LAP SIDING OPTION 1: ¢ c E— CQ C _..... - .__--------------- ........... . WALLS UNIFORMLY BUT ¢ WITH MITERED CORNERS = ¢ 5 —, ........................... SEALED IPE WOOD FASCIA AT TOWER ' cmc = cv -- -- _ W_ TO BE PAINTED SUCH AS INCREASED EVERYWHERE W 4 ..... -.......... IN SIZE TO 7" 11, Lw ce un F.- 2 .................................................... EXPOSURE. �.. JAMES HARDIE ARTISAN SERIES � � Z ... ........ ........_. W Z W U .................. ................................................... :e< ....... ........... ----- WITH 4 INCH EXPOSURE W W W � Q 2/12 ROOF VZRICKET ..................................................... ... U w U 1— W ....................... ..::...... ......::::... , r — ---------- ------------- ---------- ....._.. _.. .. .-- F-- W Q Q Z ..._......................................................... -- — W SIDING NT LAP ....................................................... .................................................... ................................................ ........................................ ... FIBER CE --- - REDCORNERS - . ..................... ................ .......N.. ............................................................ .... ............. ................................................ _ :.:.. ........... - FIBER CE MIENT LAP SIDING < O O o w ------- WITH Mfil� ......................... ..................................................................... ............. .... ... D SUCH AS ............. ............ °_ -. Q � Q � c� Z IP1� CORNERS TO BEP ., : RED WITH MIS JAMES HARDIE ARTISAN SERIES ,, , ,,,, ,,,,,,,,, ....,.,.. , ,. ,:.< -..,.,,., ,.-.,.,,. , ..,,<,e,.,, e. .- �, :.: ,,<.,.-,� _._ TO BE P D SUCH AS ;_s , SAN SERIES CH EXPOSURE .< ,.�...,, e , _ , ... .,, ,... .. ...,< ,<:>,,... _..�. ........... JAMES HARDIE /� WITH 4 ` _. _ _.. _._. , _.... _ EXPOSURE ....... _ ..: ..,. �,'Y � 2/12 ROOF CRICKET :::.............::........... 12 . .... .... 4/12 OVERFIRAMING FOR ROOF EXTENSION 2 ATPORCH ................ ................................ ( EAVES STRAIGHT PER ROOF SEGMENT - ._ _ _ .................... .........................:::::::::..................................::.......................... .......:::.............................. ... ...................... _.. ............................................................. .....................::............... .............. _ I ............. ............. ....... - -------------- :................:.................................:... ::........ ::.... ----------------------------------- -----.. .__. ............................................... .......................... _... ................................. .............................................. ... ... — -- - _. . ..---. ----- ....... ..... __- ___ ................. .......... _ - --------------------------------------_ ....... ......... ........ ....... ....... ....... .. ____ .......................... __ __ _ ............. .__......... . ............ .. ........ ................ _ _- ..................... ........... .... .. ......... ....... - ... .. .................... .... ......... MODIFlEd _...� .... .... .. .............. : + ................ DO _. o ......... ....... ....... �.. ... _... • , _ e i e. _.... ................. ........... ...... .. .. ........... ...... .... .. .. - Q __ . :.. _ ... .. ...... .... ... ..._. ...... ._.. ........ ............. _.. ................. N _ ............ ......... .. .. ..._.......... . ...... . ..... .................... ------ __ _.... .......... .......... ---- ..._......- ........ . ... ---__-___ -- -- - _- ............_................... _.. _ _. - — - .......................... ----------- ---- .... - _........ _..... ...... .............. .............. ............... ... ............... ...... ................... , s O U Z .......... W LLJ , IL ADDRESS PLAQUE 2X4 FIBER CEMENT TRIM AT EXTERIOR JAMBS HEAD AND SILL NEW DOOR PAINTED CONCRETE EXISTING DOOR ALL NEW WINDOWS pOICH POSTS WRAPPED WITH 1X IPE WOOD UNDER OPTION 1 STONE TILE FACE AT RISERS OR AZEK TRIM BOARDS UNDER OPTION 2 TREADS AND PORCH FLOOR HEAD IS CAPPED BY 2X CUT TO EXTEND 1/2" OUT TOPPED BY METAL FLASHING i OCATED FRONT OOORS AND . SILL � � �1 ..` SEE WALL ED OUT SECTION I OR DETAIL 2" DEPTH TYPICAL. NORTH ELEVATION EAST ELEVATION E OPTION 2: IPE SIDING AT STAIR TOWER IS IE ; FIBER CEMENT LAP SIDING ELIMINATED AND ARTISANWITH MITERED CORNERS LAP SIDING C OPTION 1: TO BE PAINTED SUCH AS WALLS UNIFORMLY BUT Q Q OPTION 2: IPE SIDING SEALED IPE T&G SIDING AT TOWER OPTION 1: JAMES HARDIE ARTISAN SERIES INCREASED EVERYWHERE w WITH 4 INCH EXPOSURE IN SIZE TO 7" AT STAIR TroWER IS WITH MITI'RED CORNERS SEALED IPE WOOD FASCIA AT TOWER ^/ OPTION 1: EXPOSURE. ............................ LCL I ELIMINATM AND ARTISAN -------- f , { eLAP S�IN� COVERS Of MON 1: SEALED IPE T&G SIDING AT TOWER m WITH MITERED CORNERS WALLS UNIFORMLY BUT SEALED IPE WOOD FASCIA AT TOWER INCREASEEj EVERYWHERE _ . . .... .... . ... ..._ _;12IN SIT© 7" ................... ....EXPOSUR€. 4 ........... ..FIBER CEMENT LAP SIDING - 0- .WffH MITERED CORNERS .............................. ..... ...: ................. .. ....... ..... V V . SUCH AS TO BE PAINTED SU ............ _ _...... .............. _............. .............................. ........ . - ....._.. ..__.. ._.......... ARTISAN SERIES _ _ ;; -..__ _...---__. _ -..._-.� JAMES HARDIE _..... — - E ............ ....................................... ----------------.............. _ _. - _ ... .......... .. .................. lr WITH 4 INCH EXPOSURE _ �__ ........ .................................... ............. ............................ .. ..... .. ...................................................... ............................................................................................................... . ................................................................. I . ........................ ................................................. ............... ...... ......................... :::.............. ------ ------------- ................................................... ............................ _... ..................................................................................... .- 6 - . .. ................................................................................................................... ..... it I��rI .............. ...._ _ m. �.- ......................................................... ............................................. __ b .................... ........ ................. - .. OWNER MAY ELECT TO MAINTAIN EXISTING .:._.......:_.....::.........:...:................:�:...:::.............::�.: ........ ........................................................... ..... ......... ... ... . .. .....- ..... .... . ..... _._ _.- Q _.................._... __._ _ _ - - �. r ..................... ........... FIBER CEMENT LAP SIDING ...._. ..._ .................... N ............. ....... __... ;.v,.o STUCCO WALL COVERING AT THIS FACE ONL _---- ... ........ .. .......................................... ............................. . �,. _ _.....-__. �.. . �. CORNERS .............................. .......�_;���_—� __ _--_ - - — _— � WITH MITERED ........... ......... ......... .................. ... ..-, .... ................ ........ ... ... TO BE PAINTED SUCH AS _........................._............_ _ :, SERIES JAMES HARDIE ARTISAN S _ _.... -- r I- - .. _...... - -- ...... .. .............. .............. ................................ .. --- ° - ��:•=�` _..- WITH 4 INCH EXPOSURE ..... _ ....... .. ................... __________.__....W_ ....___- _______ ___.....- ____.... _�_ ____....- ._. .. 3 _......... ........... ....................... ................... ............... --__"`___"....'�_____."'..,____ ....._.... .._......_............._.. ......� ........... .......... ........... ................................................ ........ .._.. y �.,.. �.. .. -.. ... ... ......... ..... ........ ................... ....... - ........ ..... .. _ ...._..................... ........... ................................ _ — —- _ . - : _. ..... ..... ... _ ................... ................ _ _____ _____.. _ _.. _---------------- ------- .........._......--- .. .................. ........................_......................--..._. ................ c _... ___... ............. ............................................................ ........... ..... ............... _ --- _ _ — ............................................_ ......................................... — -- .... .... r _...... ..... — -- — 9 ----- __.. .... 1 -.................._._. . ............................... _... ... --- . ...._... ......... _.... _--- _ _._ _.___.� _ _-__..� - _.. _. .................................. ...................................... .............. - __ ._, - - - _.... - ---_ ... .I.. ._ .... ......... ................................................................................ _ ._�. � r :...::: - -..._...___._,...._.._- -..�..�....._.---- _.._........-_.�._.-.._..,.. ........... ................................................ ....................................................... -............................. E. .It4.. .d ,} ..... ....... .... ... .... ........ _--. ._ .- ......................................................... ..................... .. .................. ............... v4 ............ .............................. .x.s..( ..... ...... .............................. e,re.as ao. ........................................................................ ,.... ..,� .1 ........................... arse ,o .. � ........ ................................................................................................................... ....................................................................... ......................... . _ ....... ............... ................ ............................................................... r __ ___ e.e,. �� e e e- _ ..... ..... y .,r „, _... ,, e, _. „ .. _ -- .....— �_ _............... _....... _... �r. µ _.................................. ... .Y l: ,..a......,.,o. •.. - .., ......... ....... .......................................................................................... ............... ,.-..... ,_... ... ........ ..... - - - ....--_-- ____..._.—. ............ ............ .- - ._... ....._ ,� .. .... ........ _-._,. • ...... ._......... .......... ......... .............. ........ ....... .. .... ......... ... A r ............... ........................................ .............................. ................ .,<. o ...<. .... ..,„ ................ ................. ................ ... ............................. ...................................... ...,..-. � e � _ e f _ _ _ e,,.< o..,.,.....,. ..................... _ __ _ ______ _. .,< _.....__.... .._........... _ ............ . ._.... 9 ......— --..... __ _ _ — _.. w_ 1.y - — -.... -- ..._.._ ...._.._... _� 0 _.... .................... ....--------------------------------------------------------- .. - .................................................................. ........................................................................... ............................................... EXISTING DOORS -I ALL NEW WINDOWS WEST ELEVATION 2, 4, SOUTH ELEVATION r F PROPOSED ELEVATIONS 01 -05 .........J I I - �r� ", �! I ""'--", -i �"I I . I -1-1-- I-11-�-I--.-----.1 -�-.1--l-1-1- I 1� I'll ,'�' ,-I, ," �-':' ,,, cl I - " I - �� ' , kli�" "i, I g 7 ii"! ''' .' � ,. , ,; ' �" .i�it- "i�- 1 1- �������������������� I I ���������������� � �������� � . - ---- -- I ,,� 1-11 -N I - �; ' I I ,�"' '�; "I � �!N I I ,I!, I � i I 1�,i 11 � - -11 I ii l'; ; I I �i r 791" I I 11" I g i:� l I I �� i i I . , � I ; �! 1�jl I I I �' . , 11 � I : J' e I ' Itil P, I :: : ! I I � P 1, i I -� :1 �I � i li�z - �'' � � , ,l �t , , : I :I i I ! �J� �'!!�� � I ': it 11 J��i� r�� ; , � i cl r : ; �� 11�� J�:' . i. i: ' �: � 1 1� i I I:� i I ' ; . 1 ; , � t - I !��i![ �i��' I ; ! " , � i 11 [ -,'' i , I I 1111, : � , lyj ... i � : : ; I � � , - , , : � 4: ,�, � , .� xi.... � �;,%1 ,A ' ., 1 1 .'��:X ', � � "� ,"16" b.'... '�� - � , � 1��il I� V'J'�'1�"'t ; .-'.,' : ,.. � i�'IP vild.�- �� � I , :'... �!�!:� ,, �1� 'lr� . '�4��' I i���-��� �� � '� ��'114j",I pl�l' " �� "I i� � .��i� I" I i ��� , � : I ..I',:I-,X.: l 1: 11 il 11 " I:d ",l' � q:. :::;:� I I �i �: -1 I "I i�!i il�:l:'� i � ....,:.::: I.. : !� i� 1 " :::::::; : i 1;� t, � :;:: '� �';; '..........'..�: I .: �..�: �: " , :'- ..�:.... ; !U�'!i , 11 - i i ,;! I , 1 '.� '%::�"�6 : 1 ,41 ��� I "I� ""', IT,' ,�:::�' - I I I ,- ul � , '.� - I,I : i � I I ; -� ! 1��ji%' � i, 11 I I W'��'..:: " 11 �I., �:::::�!����!�!�."��!!��"� , ", �1� : , A ,I: �.!!��'".'.':�N; . " � . 11: I �::��':��':���.! '��X. "I I I " ! '�,,, I . I,t� 1� ; : J�c'i :.. I I .i :1 � l'� I I I I I I i �- i� I! � :, �%� e� l , I� .. : �`�"' ,� I : q , 1. , - I � I 5 �� � ��g. '� � i;" � I �� . Z:11111' � . , T' ii . - � "..' F . .; I : � i I � l'� � I ,� ,);, , � r 11"t . I l I �� I ........::� i,; . � , � :� I ,":- , '. �� . � I: , I I; I a .11'11� ��1: : I:I ;, .N. I . :� ! I I I ' 5 I I I i �I � � ' ![J 1, �i, ii: � n0l; I . . ,; ' ' t� . - ;� � � :; �� , � i, I ,..-",. ,....".. ::: :: ; ::: a N ::..,::,::,:::�r4F.��r���%&'���-�'mi�.,����.�-��."��.�-�.�k,�-��k?'N'Nmw--'��M. : -1 I�! I �1� - ::: It :XXXXX ;. - � �� 18011111001 NW$:'fl1:: 1, - -- ��' JI � I .. :: :,::::�:::::::�:::::�:::,-" ' ..:: - 7�� I� r� " - -- . I., i I. ,i �::::: ::,::�:::i::�:i:-..m �' : � :: � : :::::::.�: .� , . :: : .� . ,I" .:. INS 10=11� � 11:.: �1� l:l , I : "'S ���"'.-� E�"��.".�"��1.11.11".11 . I �� �I I I��� , ��.:��'"'� 5�.".�i'."1111 �".�i"� �''�1.': N I I 11:111 1: :: I � I: ii ,. . l�1 11 , I : I , � �i I : ,�, I, i I'h : ::: . . �:� I 1 i ,1l, � i� �.". ! I � I : � 1:: �.' I �'j� V X � I � 1�i�' ! i: M � :i, : ,�: ..4. :.:.,:�.' � . .. . .I � .�. �.. ��I' I 1� i I� ::: �... , I, ';: :. ,... '' .. .I. .,- I ,i : �! : :�i: I .,.. �,'�.: ":I : . . 41 .� �� ,�I �-., '....� . .i :," I ,� I : . :: �,� I � ' I I : q . ::�: . � � t - :::: ;;:.;;:;:�;:::�;**i::i�xk- ����;?."'� : I ; � .. ':::: - :�::::::::::::::�::�:;:�:::;:::::::::::::::::::::::�:::::::,::,:;::::::�"::% : i:::.�.... I I i .�:i: .��',i$��t� '� ,� I 11 ; 11 :: :: I �:111'�� �:.-'��.�.":'� I'l �.��x�.I' 111'NI"'R.0"11 , I� I i�� I I .': w_- ��::::' � �, : . . ::... j :: .;:�;:"'�:�: .1.1-:;:: ,ii : 1 7 I �: i'.' �j .�:": ::���,��.�,,�,,',�.�����<�l,'*�'t:-k",�,,,,,,���"�,.�ll'�,�: �:::.:..:...........'..-.� ... I :. :: .:.. I�i . :: ..::,. I 1! I I: : I � � ' �.�:�:::..�g�i :. :�� :i I : :: T F .w�'� ".."..'..". :�� : :�::�::::::::::: � I "ilill 11 .1. ..:.-�I I :..:..:......:. ,.-............- : I I:; ; :: : I it � � I :: :.: !::: ,�11 ���� � � I � .. .. . I i,� i'i � i 1 i� ii:: PA,��a Ill 1V IV#J, a v ..' L'��<L.'�'��Q\'��.".1.1.1111- ----.- ,� bo-bl.1-17i ' qq i I : , : ,i '1� J I i .: �m I Kwl;U 1 . � Mal I ['! IS 1z �i I i '" I . i, 1! L I : ' P �'� - �' .� .. ,� L', :l� i� �' - 1. , e��: - ON- ' - T ; . I : � mmm� I I ,.... ` ' I � � 1, :;:� �� � I ' 1: ��."."""""""""""I'l""""'*******************, ��� ` .1 I , I I :.1 . I 1�' 11 i I *pp'�- . '4.11 j 1 1 1JJJJJJ� .. �' m L,��;� 1i ,It , I I �: ;;; - I : , - I . %:.,".:.L�L'.'; 11 ,�� i : : ��v I ""'- ; I ............. � . R I ., I �I . I: �- a ......... . I I'; 1! � i � ., ---- . ..... w .. ��': I I� : - - ----- ��: , I :� f ` * :...L�L.'�- I � dlqw&169�0! `06�Lp ' 1 1 '..- , � I I . I I : " 'I. I : I - $:: � ':l; �i ! �� . z� : "I il a ',-, ,� "=llllllllllllllF :.!. i 1� ; : .11 ! -�g k: --�-��u :� I i I !i Z�' q. ! ,,j,.., I .'..1 �11 . " 1. --1 I � - � i � ". � .� IL � ��' ' � ! 11 mp'� I ------ .. I ': ill � . '.�� - �' � 1�1 9 . '. ;� I ': :�! �� : I . :::: � I 1.1, I 7,; 1� �'R .'. :�`i' . .1 ' "" ! "I'. i i � i .'. : v-�?. ,I ' i I 11 11 :1 �11 : . -,,, ! ,l 1: : � 1) � : I .. L I :; ;:;L �' � � � I . ;� ' i � � : 1:: .... � I ii � �' �' � i . ' i i " " ; ... 11 LL. .1 i . , ,:.: X ',L, ; I " I � t" - . ' :: a I .� � r I .. � 1. .. 1: ' ' 1, "I '� :�ii .... �:: ' :i I ; �' � : - � 1 -..01 : PORCH :1 Ji A - . - I.:.� ` ��� 1:11 �' :!! � \ ' I �. I " ' ' � I - , I L' � �* 11 ' '.��'�'." .. g -00 L , 1. :i I 1. ::m � .. l � �L L *01- . , � ,'. 1IL : � : 1. , l� '� : , L,L ,ml :. �� , ;. 1: ;�' M � 11 �-A! iM I � : I I p I � I ., 11 11 I�� : :l��L l� -, � ..'� " �- 5: r � i � . :: � .... . �: 1� .... ; I . Iff � :.. 111 I - .. I.1 . 1: I � i . �� 11�""�"' I Ji i :��i ' ` ...... : [L,! I I� I� xi �i I 1� tij, I iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiM�� � , ' '11 -,I, :: ��� � � ' ��' ".1, �'' � I � .q �� ,, �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiM .: L i � ��" ��� i �. ::: - I, I: .' � . .L I .... :� -1-.1 iiiiiiiiiiiiiiiiiiiiii! ! iiiiiiiiiiiiiiiiii , � :: 1-1 �� ' I I i '� I 1111 �I ��� z .. . iiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiN : I � ii�"I ' - x i �': � iiiiiiiiiiiiiiiii! ;: I... : "I - .. ,. .1 .. L L . , I � . : �� iiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiM L,'. i !" 'L -I P � I - I " 11 �` -' � I" T A'11'3-� 11 11 :� :� I* i N -� ".. I , � � : . .'.L i � ! �' :, .:.� I I �� I.L..:.. I -�.11 I :01 I �' iiiiiiiiiiiiiiiiiiiiii, iiiiiiiiiiiiiiiiii I I I , , ,,. ���11 A '�! I , I � � �11 i '� ", , ,� I I I��i:: 1�11.1`� iiiiiiiiiiiiiiiiiiiiiiiiiiiii� � �: I ins ":::::L::::��;.:::: I t' ; 'L ::;,L�����.���i�!!��,:!�:�:�:�:�:!����,i�,��������.�� ., . � -X,...�"-'At�$A�� �..��11;'kO L"�:��i:�:�:���l�� '.�::�...... , ------- ::::!;�: "W"-,"-" �:X� At I L' " " .' I " �"� I �l� 1-11. _.. � ----- i�1�1� .1 "" g -'--".no-- .� �,��I�i���!�,,!R!l���:!.��������,,��.:"�.�� 1� , , I iiiiiiiiiiiiiiiiii ..... 11 . .:.LL:':': � . ",.:�,�.,:.:...:.:,L.:.:.:.:...:.;,:,�.:.:.::��: -L��j I .'L� " �:1111��11111 il . . .L L'L -- - ------ � "-.", ' ' mo , , .� ,� . !�!��]::::!::'�:,:;::::�::�:� ".0, � !�!�!i�!��!!i!�g�!!!g � g, 1�!��11 '���!��!����!:�i�i��!��i��ii����i�� ',�2� N:' �."...�'� " . �' '.�""-'." jp�p.-""".."'�g..'-'-'.'�� ,L�i�"� : i:ii�:i��:�i�'- ,.!��ji���:l����!l��i����ilil!!P ,�:i . :1 : �::�i'�i�i�i.iii� � '�" ,'. .� . �..m "' ".��� � IN ,.� "..",_ L i�� � '�:�§i 15 -, . i�ii'�.$��i��@�r .I,�I N.v:.:'.�,I...X'.: �i�� x". , ., ., , , .1,,, I !\ .1� : I 11.11 I , ::;11..... e..... 1111. - '. L , N .-��;::::"::���,'::: I J,� :.:: ,".......,I..:,:L::::: �::: i .�.iiiiiii!�T t. ' ' K , ..., .1. I , , �i�$i��!�� t' !J .1 111 I �."; I : .L' ' .�':�: ::fl::�:�::: .. .. ...�!��;i!����i�����!!!!!����!.�,�,�ii�i�"" , :M:� iiiiiiiiiiiiiiiiii .! ,.:: : :' , 'i lll�' I � ,.. :::' '- '':�:�::i ..��..!�!!�.�!�!I�iRi: '* � :.L....; :�!$!iii.�5��I ,' :::::::�:::::::::.. .: .� ::!:::X , . ,,. I - I . I 11 I 'i" .1 KXX��:� ::: � '� :�:::::;:; :'.V: �� .' � ::�.:::��:::�::: .�'*,% I , .'�'.�,:;,:,�:::- L :. ,.:.. . ,"..:::;: .,I - I I . , ��� : : I : : �.'. ::"�R - ... ..;.....�.......I...... , :�� �1�1 ::::::::�::��::��::���,�!�l:::*��'.::�:::;:�:::::::.".,���,,,,�.,,,,� ii'&A' ',L.L.'.'::�'::::::::!::: : ::: � :11.: XXXXX -:. : !LL� '�?.�' ."':t:�.:::X�:�:�X ��'?��w'-� , , L-7-1 "%� : 'A.'.gii'&1.::. -'��,M��Z?11,��: '�� L''�'�&� I :::::::::; ; : : ::: . I. .." '.' � .-��-.\��Rft='.:.... -- 1;::;:-:1 `�'�." :::;:::�:X:;': � :'Q�:n�:::11 - - ��':�t � , � I � �� .�::': . L .".�L�""."'. 1. � ''. ::: : , ,. , '. I: ,, . . I-1'1,li � .�� L " � .- � �::�i�::'�'.'� ' I I I 'm �' :: '�'*�� a." 11\11�::��L'I'l.���"4.."'.�:l�, 1� - 11, -�� '�' .., I I ��'I �Zi!R ,�R�,.'i�..',g k 1� - ,. I .�� , �m ..�.", ., . "," ., �' I i , , :�. m. - . ,........ . �, , " .� I - .� � 'A I I'll- I ,1 � ' . N.:�'mwm,: r"�:�:%§M-'. ....L...-..........L I .11 1 11 ti I I I � i � ' e � �i '-� " I �, �4 11 ! i ; � i , .. I i 1, I � I I I I � � ; � i �i ' � I � I ; I I I 1� � � �l 11 � � I I :I �� I F I � i I, i L� I 11 I I I ;i i I I 11 � , � . .� , � - , L � 7: :1 i I �' I ; I i� � ' - I i I i � l 'j� : I gn ...�"i - : v! I " � 'g , i " " I [L ;" I \ i f � I � I � I I I di i I I� : 11 ; I I I I idl L I I I I ' I : R ! 1; � � 11 J 11 � � .\I. : t �� �;; -- -- 1 2 I i � � � I �' = 11 i i � I 11 '� I I ::::':.." . I � I . ....L - .11 -11. � � i ! 4 ... ..1:�.L '��.; .,�'i ,��i ,�'i .Z��.i;�� I I t ' [I� �'Ri � � -� I Ir ;:::;.,,.. I ��. I I 11 ;;�� 'L�"'.�� I ,, i�i:i�::�: � - ��� L ..I L L,�-'� ,L,�:::: 7-- 1 L, E i .. ..�L.,. ��"� �'I'm 01 , ��'. � I : ,��� I I , !!�i�i i."!!�i� �"' 1 L Am: i� !�!!!!!�i!!iii���L,�.�......,.,..�ti. ..1.1 , ::�::: �::::: , �\ m V ,� ! " �� �: -'.�-1'11:�x��'.�� � " 1 , ; a.. C�.. �:;:;�:L��' � . I 1� I I I... ;: - i j i ; " ftl�"I :: �' 5i�i!""".Z""!!!!�i�: .. : i I � � � .. -.1 - ':':::,,L 2!!!!!7 1 i � -',�::.:L I L� i I I A IFMII � I �.�� � ;::::::LL:�:.'; L", -111-11.1 . , .'...� .X"-.�. ".1-IL...........I'll. '�' : 'Lj`_�.�W,- iffl; '.".��Z��L"'':- I � � '.. , ., . .i.'� -- ...I...I......""..",1-"-."-. L:,".L"L,L,. '7....................L,' L::�'.�,.�.,�'.'.:���' �� L��.� I i � : : i! , ��"�W.�� , .�. ,,.,. .:��.,:::;..'. ' ".' _ .��.�' , . \ I '�: �"' �g",�' .% " . -, ."�, ,,..,.L:�; � � - :1�� �. .s �:�:�� .�% , %� : -� g . ' "',�,: :'� ,� ,, �::�:::.��:��:":.:.:.:::::::L:.:i���,�:"���I :,�,;""., :::: ::�: . ,. .! i I .1� i I � ::. I . , . ..... m. , � , I .... � : � ".. 'L '�I ,"� i ;: i :::..I...*x : .,�-L y�" , J� LL .��' , ." L . . . m�. � , � . ' - :�L ...::, I : .1: lm'�M .�",* I I I P: : - L X -;� .� L .: � ,�'�.�.;'� �' ��gs"', .. L�L Nz X:1:.1;�mN RN":�:'U.01M.&URMME"M f I � : ": :::x ::��;�: � li � $!$!::::::�::� �" - �:L L.' :�. :��LLL'..'L.:�:��L I I I I !:::. .......:��1:"g�.'.;:�v ". - . xR*"1& .M.Vt�t:M ,�PL L��.'�.��','.� .1 L :L:,L . L!�' ; "�� ' I I 'L �L .0- ��'��!�!::�LL ".' . � !: i ;. : I - L���!�-�'�,��.. _I :: �.��'�ip�� g�i�� ,"���z.',.'� .L' I... ,.:: �" - ..,,'a . I� ,.. - I ::: I ,. �" � IL I � ' I . . ... , &' I g L� � ...:.:.::�..;',L `�'';� �: ,, I : ,. ,. � ..........L' � : , : ..I I I..�I 1.11 - �_L��, . �' I : , �. �'.�"";1: I.�.,:. , , I : . I ,. ,: 1:'..'�.. L :� ,t,� �L ; ::��:� '. 'Iii�i I � I,i ; : ,�- I �::: ... f I�� , ','..: :::: �:�i�: p:: �� .L" ' � :: ::�:::'��.�.�!"��fflt ��, '�X I ; $�5 " ,'.� . . -1 :� :i j ",,: �',.�- :::�:011,1101��.I: �U111 01 � ....'-,:::���::::�:: �: � ., .� � : I , I , � ' � It , I � � .. I �'::::: .. 'L' �:� , .�ft�' L' I�.;.:. 11�.� ',::::::::::�:::::�,::L,�.:::::!:::::::::::: I i : .,. Iiiiiiiiiiii�:�:::'::ky .1 ,:L. :I �. I� I I �� ,tl��;t�' :':;'�:;,..\I.kw". . � ' � "i i ; :�::;� Lot",WON a :�::L.. ' I ' ' . . � : :� � : � " `' ' �:�..::. " �� L I 'L I 0� ���*11-`�111�'�B%`�: 0� 'L I I . 1:111111 1��'.11�1 1, ,11 11. . I , I I I �;1 1 1 :1 � I.,. I L' �: I .... i z � � . ::: . : I � i I �� L,:' . .:: �! I ' ' ' I: :� : I :��.1 ".: ;1 ji. .'.....'." .. I I : �' �: L .. ��". ; � I I �' 1� : 1 I I--------- .1��.� '.. - ,. ' ; :;� I I . - I L I .. .. I : I I I I �� 4�11. 11 j;lz I k I I : 1, I 11 : �i I � "'.111 L: I I i " ,,,, 't,I I : �' ," � � 11 I LL �1 � " ::......... I I : �I I � -- : ,� ----- p :� I 0 ,I p "' 1 ii I I 0 9 I �'I �, I a . ... -.1 �a 11 'I I I I.� ; I :::'',L,L ''* I � .� ! ..* �, , ��� ' I .1 : ' ' I I A , �] , ' ' : i I t �: " I .- I L �11 , , i -.11 " I I Lm- all I ���: , I 1, ' I�, I� ,I I I I �I - I �' : ,:� I 1� I - I l�� ; ' % � I I 11 I��1 I; �t::�:'.. e� � I I ------- �, � �" 11 11'' ' , : -. 11 ` '' " 11 - I I I �' � I i I I� I'� ' 1,�' ,.1, "' : 1". I �". I 1.��': �� . I i ,- I L i I ?� I �'�' " I .. ` ' I L ,, � I � i �I LL i :: , � 1 L : �L, i i� I I R L. ! 7 !�L I .� I l, I I -- : '�. . ,': . it,, -.� .1 1� `I I l, I : - I ,! I , " '[� � L' , ! 11� � I I ��;��,,, L, " ,`I I I L � �L� :� . I I m . ::��::1�11�::2:::111::::11 L , . . .� . . ...L,L., ... ... '�' . .1�11 I I I I .1.1.11 .�." ,'.'. ....,..".% .,...%.",, .'�' 1. IN, � �' '�.-. ",.. �....... ..%%>..�. % .m.x . . " .�'.... ,*. L ' ........ ., > �'. , , ��-� �.w, ... .�� t. ., � .�m� I .%,L�'.,. '�.\. ma .�", LL I 'I"� , %.�. -, -�............... I L:L - - � i��!!�!i��!Iii�ij p I ?%'., LL.' . �..,'.'. m. L I I I L.. .1 I "I I . 11 . . I �'�: � :: ..... �' I � �', "'.�':�� : I I ,I " � m, L , I I I I ::':. .,, ''*:'�`�:'::�::: � I � �e 1�i�'Iiiii�Rl' ."'."� "I I I �� '.'�'�j��gm �'-:L %", . , I L , I I m ' I I s..' I , I �: L,,'..... , �j:j'��:::::: z I I R Ii."', , 'L I �I I I I I j I I I I i I : L L L:::��.::: 1:�::� :: . .. - ,.....%...' I L : " '." L ,:L"LL',L I,::*' j�kW . . , � I �1%,...'L.... . .......�....... I L L � ���H Xm�:::��;;:�: L: I "�,','"", : :'� � .. : ` �`",�.'� I , � .. ............ :L ":.',',''.'.'.'.':� '�:.... ......... ......'�,..: .�. '.L,' , , L -L � -� ... .. ,. " . . . "�.�::j�j 1�:'R�$� .�:: L .1.I.. 1. I.., , I 11 . .j".I" . -�-� ,�' , � � 'r" . ,� K . ,I.,L.L',LL'L L'L.1�.,�.,'L.. :,L . L L' � :.,b I:�:,,IL IL',,� , I I , . "I,� ,.-,�`�e*3X111k.--,*"� .1�-I.,.-i L,"'xg�ii�i�i�i� .,: .:. ".....'..". ".� �i � � "' I.,, I,. .1 . LLL..'.'� . ,��,11 111.1 .. --�';i �� I � ..,. 18" I . � ? . � '.. "� .�. .,.�... , %" '..,. Rj%jW '. :L :�!§'�;�:L .:::'�:�:.:..::.: � ' *n � . -� ,I:,L.�� . . i; �:�� ; ,:::��,:.L L::� �.:.!,',: ��: " I.........I..",I.1. �I I I I�. -- I 11� ���;:*�:�'::�v " I 'I , - , ". I � I .. L.... , .� '.,m ..,.. . I L �, , � :.�::�'� 1�1. .: , : � - :: .:�;�i: L.:�i ��:�::::;��' : - I............ " 11 I I I I �� , I.. - - ..-..�'...' L :::.:.� . , I , 11 I i , "" . �L L.L L ,� . , ,,-, , �' ,%.'�.'� ����.' 11111111 III"?�*� '� r,,, . , � �. , � �., �'�I . . , 10 �, . . ��' .' , 11, F ,,, ,��.' t��o. ,'�'�"," �, "I ...�.1 ,�j � �::�:::::� . .. �'� i 1: :L:��:::� .' I .. , ' L.... I 11 I '� I "�"" �!' , �'�"" , i "� %: ..." . -,.�f-I ii , . , -I � .�'�-��� ,... 11.'�.I I I '..', - "� 'ili , I,I IN I .. ' , ,.,:�:::::::::::::::::::....'.�,.,''...L..,... ", . ..�" ��; :::::::::I I I'll I ml _ -1 " "I il ; L'..' '... , , L .""- , I 11�i - 4MLL � � �� . -"" I ",*,,,,:!�1,1 ., '.I'-��;',-, , -L, - .. 11 I I 1, - ,.I�...�-' ,,' ."��'." ,, ,,",,,""��' . , '� L", . � -�" �,\� -- ,. o , . i i '� .L L .., , , , ,.",� , vim ..� �k , . '.....',. � '��'�`� �" '..'g ,. '%."J�, .. m , .,::,::::, ' ,- , .11 I.1 L . . x "L�.::�'. � " I :.��"%".. 1::� �� ,, mi..-.........L �'*i-�.', ��:L:L�L �" i , �' f L"'��'� " � .. ,. � . . .I .L 01 . , �::� , ...'.':::: ::1:, I I ' "���j'f� , ,�i'.; 'I .�� I I..1. I...� *11 � I. ' �.. - I 11 '' x". �: 1,,. I 1. ... ;P it " .. . .. R . .. !i j! I ��, "��"1'� .. �".: ,I .. �ii �i li "11-" �!� � ' ' I I 1% ' X -': I , '�'I;L�I I",k''�L,,1, , I . . . , . . 11� ,. �. -- I - 1. " 1: - , M. � t ,:�:k�� -- '' ( . 11, I I I ;� -, ,,��-'���'i�'�!;L--��� " 1 �ti � " � ;51-0 �'. .11. w q .� L , ,� " . -: '." � :1 11 ' I '� � ,I �i I I I � � I � .� �i � , ! ! � L I i: .. ,, I I t I L:::�,'�.:.::.:.:.j.:i.::Li!': :.: I. I j L 1 1 . I �� � ;, ! t;i��I, 11 � l:�: � .. : I - , �, �:.L " ; I �:� i I I : �t� 1: I � : , I � I �' i i L I �ii I I . ,! �; i I I I i ... . I .. i [L q '� I. 1. :! �; ".,. i i .. I I � c �.: .1 I... I ....ii I ,�'I I I . ---- ---,I i L-Li- ::.i� I'll � i I I, I:, ��,i, �':' -- ". � I � L � I �� I. I � ;� 1[�� - .. : ., ;: ' ".....1 111� I k. 1� N . �T 1, 9 L '� t�i 1 1! :1 "I I I �- � I 1 �� � I L :.' . .� :::..:% ..' 'l� I � i "I � �i :�: � .. . 1, I I I 1 1 :I � . ; �� � ,� �, I . � '� I i l. i� ; � I I BEDROOM 2 � ..... e y 1. I I I ' � '. 1 � �: : I I � �, t 1:�I, J: ;� : I " ' I I , - '!t � i � j: 11 : 1 � � w - I I M: , i I � �; 11 : �= . I Lol!y .: p I � I j,L; � :� : ..", 111.� I 1'� L ; "I I 1:� 1, I � � �� i �, � �: , �Ir 1,l � , ii . ., , I� �� 11 :�l' " I i I . I 1111 m m I i .I i � � -1: I . iiiiiiiiiiiiiiiiiiiii . . ;. , I I j � A �:1 � ; I i . iiiiiiiiiiiiiiiiiiiiiiii� i J I I I I " i I � I �'1� I 1* - �� 11 1 ; i ;; ,i I � . I 1llllllllllllllllllllllMll�1 -- I.. .. I � �� I I ' . ! ;; � I �� I 11 1 � � : � � I , . I li ill:; 2 It,: -1 11 I .1 .,:.:.,..;-'�'�L 1. L.'.. I :�::::: ll: : -'p�."� '�'11, ' ' �!i�! ., .i.." -"'. "' w;;'.��:::��L L LL f i - i . .... Im i- -L� ::�1�@�,L : - ' �- '-1, �:: ::!:�:::: ". 1�jj�::::::::g::;'� ::�:� .L 0111111 I; ' � �1 1 i, � t �;: "', I LL I - ,I "' No I.-I m.- �l� ��i iiiiiiiiiiiiiiiiiiiiiiiii� , I I �11 t 1 L L� I .. I 111 i- :L� E'111,1111 �" ' I �`t� � I I � �-: . 11�- `�l .I �� iiiiiiiiiiiiiiiii1� LL ,�,.,L%,���,,,.�,,,,,,,.�-,,,,��:ii::;:I �� : .. - . - , , .. . , '�,' "L : I 11 -m I * I ' �'-'%", ",.,.% ., .�. - I I -, , 11 , , �� :�Ii;��: .%,� '� 111� "", ..- -'.'" ... �'.-.:. ,� .. ', "..... :;�. * I ��il!��!�!���!���,,�!!��.!������i�m,�,�-\"� III�1�! !P���l�!��i�!lip�?,��,,,..I�3r"�,n,....'�,'�!!�i .;\ . - � .. ,, ".-"�.%." ,", - �� L .- - . L , "% L j , � 1; 1111 �:�:�:j:�: L:� : � ' --.::'.L':.:. �...:.',- X.. -� '�'�'..:......L ", - . �xl �� i.%>".� � .� ::�::...: ',.,,L : ...' �, I I :> I ..' .. : :" IN I..:11 I . ' ....L.... :;:",L:l . ,. � :: :� �:: : � : , � L L L . , ... ':...L ,. �� .. I :::: . .. I . ..:: '.L ..'....'..]��i�:b�i �:L�:;::'�.:',.:';:� �: , L.. L .? ,. :: :L.�L"�.! L . ., 11 :' ;;;;; L., : : .. . I :. - :::: :; .....L......�............. I I :11:: .:.:.:.:;:.;,:, :.:':'�:':':':�':':':-:':L"' :::::::::::::%:!�.:X. I.:,: : ::� . .' , I I . , l� i, i �, I I .0'.� � ::L IF, : �11 V11,11. * � : L�"' �:::���:�111'.���:��;I"I�.I�"'.11",!`%�.��, ��.�� ' ' I � :::. � . .�."""� -':':�:.L,'..:: I .X....�:.:X::;' � .'" ' L,,. .. � ' ::: L :L.,L L -.11 1- .- , ��: � ,1�1" �`� ��� �, L ::::��::�::��::��,:L, ,L"'LL......' iiiiiiiiiiiiiiiii!� �� I I.'M �' �', I . - �I '. - I�1 I i ,, I : x�INLI'I'L, . 1,� 11 "m..."n", . %�' I - 11 - " - ,E.IN ....-""'L.........: � , "I 11 111 � .. . '�':;,. � , � L�:.::�i�:��!��l �,.ii�,�'.i�!�:���:��:il���l!�����������I��l�!����i���!iiiI � . I ' 1, . : �: L � %� : , - I �3; 1 ,"� �'-%ma . "' ,;.. I � I I I. i - L: �. �1% I ,"", L; , , , � ",� �'�.. L.L , " ��.:::�� M 11 I..I '.� � 1111.�'� - � �"�' ., ' 0 .im -. '-'��'� ,. � . � ::j:�x:�" L::: , ,,, I , , ,,, , .. i .". � . - .��.' '' 11 1E ,i�ili�i�!��! 'Rl�i$i� L.. '' , . -I - R.-.. . -... .,� 111 I �5%.-" - ' '':�':L ��:L .'.' ;ii�i!i�i�!�i��!!!!����!i!lil!�I�!l����i�il!����Il���' -"%'�.'!�g : :� , L -I- .......:.:.:L:.:.:.:.:.:,:":.:,X�":"%:':':":"�,%'�:': , ,, ��!�:!��!��!����:��"'� � L.A.", . L, I - .����i�!jj:��:��z' .. ..... L , .. 11L.L,111111L�L , :L:i:�L �.L..',' 'k .�. ''*' ' L. � . , i ,L.I L,. L' �i!�������!��i��i���i��!�i!��i���ii��i��R!��$��!�.'I,".'��.%"j! I N , ��iiii����i' '' " ''' I! I � ".;'. ' "' . :: ':,"� I ' ''" ' '' ' '* , ... . . ii�'"'." I I L' I�1�' ..I.I . : . ' ,� .. :�':�:��:i�!��.���,;::',L.' ,-.. j"�E' 1�111!1�111�!�:'�L.L, i�iL R>-' -.��!�!ii��: '' �������i���i!i�i����ii!�ii!�!�!�;�.�'i-��.���',�k�:,�-14�,!�,'�'t,���'��L��'�.���,.����,'�lk-l'��",������,����,��i��������.� i�i�jii��i�!:��::: .1 .:: �� . , . �� %F�i.',M., :� , .. -.�.' �i�:�':1'? �i w , ,.i � , ,Ll'�!��: 11 I . � 1 a �� ,I I ' �$i��N 'i� �".%'.�'�'.%'.'���5'1 �!!ii�iii� llq%'.!i�: .��!".���::��' INE R", '�',�m I .,� ' .. i I i� � � iL .'.,-,,,,� "-��'�.'���j��;:��:.�L�!�j�:j:��! , 'NN'�'�;::x' �1.0:1R,11 ' , 11 �� L5 ��-�-I-1 "',".�i!,� R'��-�'.�.'."� .! �,m m'? �1 ' '' � ' �11� I '%' ,"."�'% . %.... ..' I � :�t 1 I I I R, m . . �------ -I i -�'I-.11.' I - - ,, ,..'� ei: -- 1'-.'w 7777 �.'fffi f I; � I .1 ' - - � ,.. . i!iiiii!i�!�!��i���i!!I���!����!��!���i������,����ii��.,�..I.i��,,�,�,�,.��'�,,*.,'.i 111 ., , I I j ? I ... . � I L, I I "I". . - .4,,..... :t ,, � lc) � I ", ., " , � �.:��' " , , , i - ii:iiiiiiii�iiiiii:i:ii������",�!, , I �t . . I " I , , §�!�i�l, L�% � 1," 1: I 'k I - " .. L' "... �. ..'N,iR%iR' i...I ,11 "... ...' ., I -1 1� I, I � - "I I I ..�0,1 ,,, ,- � ., - I I . , I L-.. � . '1L. _ .LL,.L..L,L,.. ."'- , I , , I � . I - - L L- �' ,��' , - I - ."..l I I .�L. �...... I 11. I I ",I -L. -� �L I L'::I ?'....'. '. , ,'.. 'L... � " � .... l, � ,.......I�ii . � ,� , ." �::::; � I , i � �::: I. 11, . .,L.,. ��' '....... -, '."L"'::� � L.. - I I I I 11 I I I I � . � ,.>'���'�*,��������.�.'�"",�����.�.,�����!���!��!i'%.,.�;:11,�::;��.�,,�-,,�' .. - -- 1� , :::�::L::� "....." �' 11 I �' " , 1% � I. I I .. I I . " ��� ' I I I � .1-111-1 I. :'� �, ., �� . I I � I. �� I L . � ,, .1 I., - I , ,.�' , ��' ...' ,!L 1 : �" ;� : "__ I. ?, L I 11��-_ ::' , 11 .. . ,., I I . : .. i ; �I . I . I g%L"W: I .I I ..... '' ",'',',L,,L,L,',,L',L.:...�.:�.:.:,M.:.:�'�'�'.' 1� III ::: I-L - -, ". �'�',,. ..� ...... % , , ....1-' ., .. , . , "�' ,,,,,, � �1 "'i _'� .... .'_ . , L ,........ , �- ���11�-"U' - ILI ,,-�, % , " m .I...? , I 1 1, I ",,'� I � ,", �..'.'".1-1.1"'.."', . I 1111' I I *. �-"�', I . I I I I � " �, %\..""'�','\'�,,�� � � - 1: � ; j " I � 5 i' t I : � i� - 1� i,�� i i I �i I !7 1' I ; I � 1� ,11�1 I i � I i 't� �i� � � I �: 4 i I ! - � i:; i I i I �� 11 i I I � z � 11 i "L I �; I ' '' '�L'� � � � I I :� i� I ��,:', � 11, -9.1 1� � � � � , , I I I �� �� �L �I ,, � ; Q'4& , 4 i I�11 !� :J;i � i 11 I� �� I L I ,� ,�L'� � I ' ,:t I� il !�.l I 1 3-'fa,"Ll I I :I i l p � �, ! � �,, ! l A ; l' ;.. 1:; � I. I L li i� � i"' I 0 iiiiiiiiiJiiiiiiiiiiiiiiiiiiiiiiiiN� �� I �.j � I "I 11;2 1 �i" i ! � i L I "'; � - � , !i � 11 j I Z� � , 1,� t I I� I i � , I I L ; I I I �I " t j j I � I L � I ,i i; � I I �!, i � " � . � ii I I � I �I J i 1! : i �� �a � L L �' '� .11 I I �1 I i 3� 1 1, I I i�� � t : � . 11 � I i s; h , , "� i �� , �i 'i� I I �, I "��L'' I � : .. I j ' , I " �� l !' , 1� , , : ! �' 1 ' ��' I � I I i, I I I 1 . I I I, . i:: 1 �f ""I � I i�� I �' 'I, I��,� t �� 1 i , 1� �I ,i � � ; � 71, I � 5 1 1 i i I, I�i � I z I I� 1,l, � i i � 11 I �' i i L r I � � � � � �� � J I I I I � :;� ,L ;L� I i �I i � ; ' Ill,I t I � , � , F I �' � �. � i�', � �i i �i � ; ��" � I 11 I , i I , I ��� � I�L�I � I : �i I � I .1 �. I . : ��I; i Li .... I! � � I - ,'�; I iL i L� . v I 'i �� I I I I A� � 1 �4. � .......qq..411 "I �� � 11 � j � "....",L....'... � !'� l, � , I !11!!Piii�i�!��........... � I : I 11 I XXX.. .......... , ; � �" �- --t:?" !1�" ::',L I , ,, .:..�"�i��'�.'! 1,i ,-.,'i� - i'� t�L I ! � �' � �� '. "'�""M ' .� -, Z" --, �:11 I - �% I � I " � " - %,�� 'L : I"i L, � I � � I - -""""',L ". �� � � i I , �� I -� �� ''2.'���Rm R. - d I I I , ; �' - '.Z�:� , 1 j I e � �: I 'i i , .�.10.1,1.1,,.,.q.7. � : I 11 - ,. ,. ..", - I i I L I I i 'I I I - ;; 4 -��i 1��11." � �L : � 9. , . , , . : � ,�" � �."i ;' I I,..."".- :1 L � ,l I J, I 5 '. I �� � 'i i ILI 1.. � ,ill I I !, I 'j 11; 111�" . L � � I I I I � - : L . I 1 � I ? I L.. � I ,; i I :i IL : L I �' �� X.'�L:< 1 2 1 1 �. : x I::�:11:1:�:$:::: ,�. � ... . :�. L,L'."�' . . ' i il 1� � h �'i: t " go 'L: . 'T ��::*: ,� : �..�, I I[�� � � 11 �, "N� i�� 1 �i �, � i I : 1; � 4 �I I 1,� t I L i - - :xx ��- 1.�.".: , �, �N".'�§;L':';';:�:::::::::�.:;';:'.,��,,L," %�'��'�,�'�L . , - �. ,,',,,',L,,,L , I .. , ..���,,. � �. _,_ '�� . .� L I I I �";�i � i, �L L : �XNII: :....::.. : � I � I'll\ �.�. :� �::� ;:;::::�:"��"�M�"�-: IPA L.: I� 1� ! I I � �I !� � j ' :L"L. .I I ,a :::::::: - - ,L� �� 911� a �g �. , '. '.L �'�''L��:��� I I I* I I ;���i L �f . � I q . , .:���;. :% .; �I [ 1 � 1:, � i , �� L' -�'§:i'�.� ., ,,,:,,,,,, ,,,,,,,,,,,,,,,%,,",,,,,,,,,,,, ,,, L 11 ...' b ' ,:::. ,':'.\o��'�&-�L'L"�� � : : :.. .�.....::::;:';%;:�.'&�%"� �.-". L� "�.� I� I I I �ii ; � , .:�: ,�:L X 1%%'� ��% ...1;.; g . I I�. , � i I I ::�:: i ME � lax 'a I �'�10� , �� I � i;il I ,, , I ,l I I � ,"., .�'�,'.L :LL , :]:�� I� I I 4�i�t t �� I � A, "I -w'�'. ! '� , I i .' - : !�'I i, - ER : m I.: .,,, L_ - : I �' i . INN _ I 1 � ! I �1 s lgm.� 5�11'ii� I I I ;ill f I MA I : .--" I ". �.�� ! �'� j � I , FA �[ ' 'g, �� ll I I I: , �Xp ' � � � I I � I :: "... ".. , 1 �1 � �'� '��1 1� t , , i , i��!'!�� 11 �` CLOSET 1.�' NEW ,,',' , " � I �'%i�� L 1; m : a� I .. JJ �L �' ih: � 'q'i& : 1: liilii..... I-- -- ...L-------L-L----iiiiii .1 : , I 'I I I , 'I ' "I'll �1��jj, I'� :�'�L"� � ... �#-�o� �� �� I I I Ill, ". - - - ------ - ':::'i I � , , -i � 1 �� 1 I I � �1� !���� �� � � I� , i I �m ". , I 11 � "" � . _'i�.�'A L 1" I � : ::;:.,. : "j'L--� - L ',-' N�1� . .. -. =- - - ---- iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiN --- =---------iiiiiiiii� . 11�""', I _'I L�'�.��'e""�"I�'mi"�i �-- .... I,. ' ': �- j 't,, ,,� :.'L �., g � ! i L ,L. I I :::. : : I I 11 i :::. : � :1'j f�:I �1�1':: � ij :� ! 'I R ,'! ."i , ��, I '� ` � � TOWER -,� . I :'�' �L l� � �' L' i I I'll I I ���" 1 BATH ; ,� l,L� � � I , � 'L 'L i I'll I I : i�1,111,�' : I I � I M : � , i �� 111, I'�t I' i f�'1 m� I ��, � � �q' , ! 1:111 11 . : : �� � ; , ivl �7 � : � i � L . R �! N , 'L:. L, 0: 1 N-� :0 I I I 11 ". � 1. STAIR ; 1 � '.�`-�L; I'�,L� L '; L I� 'I ; L" mil , ll� : � " �j'",'--,�p�vi"�i4�i"' L.... i " "" '� :1. � I i"41'tl�U'J""�"'14 it d l� � I ; - � �'�""'k"':"�`W",-L,' 0: 0: 'i ;: I � 0 1 I!', l� �:. . L L L I . 11 v, i 1, I I I I 1 'if,�i" I i�� 1'v � : -. i I � I : I . � .., I � � � � .. J; � �... �:Lm�:::.::F� :�'- '. �g. :. I - ------ I IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiM '. � :: � - � '; I � � I m I�M! � �11 R Um : IN: 0..... � ! ! � � � I" .1 : �::::.-. I 11 "� i �; " � I � ": t !�R :; I : ".. ' 1; 11 .- � � � " I I � I , 1� .'�< z I � � , !1.� 'L ,. I � ''o : R, 4, 11 "'L ��, *�)11111#112 IIJJJI�111L'em t" OR i' � I I �� � I l, � I I ,L..',' - 3 k ' .. ; i i , � I ' �' �- '.*.. � . , 1 1 - '-, 'p... LX... ......L,L g� I � � :�� I 4 � k � I 'I I ' 1.1, ........"'.�;::i::�� 1;�l I L, �' - .'.<'.:.'Li.::�i��i�� 1. -... ..... , " ;' L I L � I jlli�" I i ... '::�,��'..'.ff.'Lkx:�**� ' �K"�,�'EN iI : �� , �� L" ,," I ; �'� ! � i � !, I It! " j I �.�* I,, .�-............ I I la � � 1 4 ..� ...I 11 Jill LLLL'!!Tl� . 011 : -, �'- 's 'I., �:,L:!�L .....", ...... I .1."� I � . ''. 0 ,g ..'. i ii �� l � ; I !!:� - Il- I � lj�i�i I$ i, i � � I � g, �N�i '%,�' � ; �- � � I , " , �1 i 111111111i ,,,I -�..,-: '�.j I I 4 'L 1� -......I...... --'.,.... . . i I ;t I � e' : '�'%,�L' ..' �'..'.��.0.111�::M. '�' - -...."', LL.- . I � � �' � � .1 ' �k�, , � : I . X: ' ' '��' �::��'�,�-��'�t�-� .% " i ........"'- .-- . I I �'.t�'.�' , � . 11 � : I !::I'� . q ��: . .. i:�L , 1i ; 11110. , ", ."�; t�ee.'. "';"'.". - ':L�:,.�;'�� :::��p:ffiq2i�� I i � : �' r m : �: ': 'L:: �%��'R'%.'..N'11� "': I L%m X ft ..."'L a i I �", . i � ::::::: - I...,I .11 1:.: � ' � ", ' ;: . ;: : I ....... - I :...�:;: . .. L .:: g -L:... 1lllllllllllllllllllllllllllllllE--- I : ... . I I....- 11 I " : m I . i L .; � -':�::!�1�L ��il�%". .��:�':.�:'j.:.:.;.�: ---- 1111111 11"; :::111-11-11 w -, . � .'., @� - �I .0 � '��' ::X: ::q�:: "' I I M i� I y ��!� �i!]�����:;��'!:�L!!:'::���;i���:��:'.::I�I ��!�,� � ; LN':ij�j�j��-��j�::L -�1�'$::..x::: i , i I� � I � I I � MR '-.'.'.':" 11'11:::::: " -I �� I I : j,�, : ! �� , - "� '�� L ���� , - ' I .. "., - � " ": ' '� � , ,��, ..::LL....... �::L L L MIR :� "" , ..� . - � '� � L ---- --- :'"I � I ..� �' �' LLL , ... ! f . I 'L : �' " " .-m I �� I , - '' � � � ,"i"''. , '�� , I i : j 1: 4", ,-� ;�U?'N I ::::L.:::::::: .� � , �, � I I .1 .:L, , L :1, �� a iil���� � � -- __m ;::::: :::::.::�,:::�:L.,:�::.:::,::::::�::::�:::::::::�:::��:.,,%�:::�. � '.' , X....- �W I I- �. L L�.. , . I 1 N. .. .� n� q I : ll �F" I I.... . . 0 XXXX XXX E ! ; ,� � .. I .: 114.1���'N" .�11 ,.4 , I I 011,11 10, .....�L�.,":.:,:.!.:":.�,:""L":.:""!,",. 11 111�. .... : " .. i I I I " r, I ""'�' ; , : ffil �:;:: % - .,.1.�.��%�,.�.I.,�,�����������i���i�����i�� .a ,, I 1.1 . I 111, . " � I �1 !�' p� � ! I 1 I � , m i I i i "'� "" q,o", I � I : : ' -- - ! ; � lt � � i I ,: 1. ,� i: I I ���� � : . " ". 11 I ; �I i �' ' ' iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiM �� , � 01" . �----- - � I I ' � � .i In !i l --- --- -- ---L' - I I � I, 1 , : �i' ��� i I �$'%E - I � I IN : I ' * ' � 111 � I $j �'!' i I ., e : � � " : � 1.11 i I 11 � I � . I e. i � ��� � I �11, mll��Iel "I I I I .'.. L i � i, 1 � � 'A � ' � 11 . 111 " � L t;� � i I x i I � I � I I I r, I � : I � : 'j."r- i f , � I I � 1" : d I i I � g,"..' � � 11 I i � . 1? c 11'. I I : � r�a"'��j: 11 �� il � I � : :1 I � � I I �N : i �' I l � !� �� L 11 � � !... I-1�I � : ��I., i li� 1, � I 11�' � � I 11 . : ' '.!��'� � � I I I : "�'. � i I v ; � I i ,� �; : � , , I � I� 3 : � !� ; � �L ': � : �I '� �I i m I i � I � : I . �L d !'�� � I ,: � q I i! I � I : I L , I : -- 1, � � ,� � ! 1 7 �.' � ,, i - ; : I i:1, �% 1� � �� � ��!� � � � ' � 1-L, : q%�, i ;�; t I � 11 . 0 ; 'L� '.. I I I i� je� �� � I I �� q i I '' L �' I � c - I I Ili, : ; : ��"O'i� - : , � I � i � t, � � L ' - ��� .. � ; � � : i ` � i I ��'�'. I � --'L- ., : 1: ; �' , 1. L : I I k ' IV"A I- �:��i��R� �L I � M�� �!� - i . ��l I 11 � I I� I lLi I . 1lllllllllllllllllllllll� -� I I I I I I i I ' 1 i i , ": � I I . 11 11.0 I I 51 llli��-- -----n-011 �Iiil : L � i ; � I � ' I i I � I 1 m [- �L--- -F,------a--------- $��.?%��!�i� � i � ,i i i : �L � �� :� � L� ,� m I w""� I i :�i�i� i � � i : iiiiiiiiiiiiiiiii!�Jlll iiiiiiiiiiiiiiiiii : :; I I i; IL , L!, ' ' �L ..'.".%"".'...JJ!Z " 111. I I � L I !: a i I I 0 I L ; � � ; : " � L � � 'i I 11 ; "I 11 ��i� I --i I 1 K:V 1:I 11 111 .'." "",, �iy� ,,, I I ; , m�� - : I I ,vp� � : a �� WE I ; i '.' L,�1'.'g ��� ;; � :j � 11 , � , %1 ,ON I�� I h�' � I ,I : , '.�g'. spaiiiiiiiii LLL 11 'm".': : I 14'-�L� .'... L I L 7 - , �NIE ��!$�ili$�8�N"�. 'L 'L.\.� � L .�.��'�:::L iiiiiiiiiiiiiiiiiii M �1� ' .%.,.., 'm � - L LL L :��::L' "�.LL; ,N -"';-'- I , -, ',.a. I IL L � �� tg � :'� 1� ;�:'t�::�;�SZ�4 '.�.'. , �:��]:��L]'�� :11�� - , , ' ...'. L 1. ti ..- � :: '� ::�:� - igggg=' L . .." , -§ � ,�.. .T L' I :.: . ,.,. f��L .' . .10.11.1...I". .. " _:�L:�;,:�:�,:��:�:::t, ,. . . , I L �L ���C���j� :-�' , 4 '1"i,,'i"-E ,.. m , L-.'-"�"'-' ' !i .1 Will? . �� ::L::���!:�!!:��:!,����]�������','���.%���?,����� :�L 'L :� L L L L .. , � � '�'�.L�"L L;�� ' 1 I, , . L, . L :?.�'*.!��!�Wi��:L' 1:�, .��!��jL ,L'��":.j���j'�.."%�g"' �,,� �� - . � j , I I II.1'. a 11�I V'A' ,�':;:�:]'�!�': ::::" � �:!�j]:�L I I :::;��I I m I I I N �'g, � ". ol - '.L."'qg . ".. - ,...��,�. �L � L ,- - $��!��jjj;�;L � ��:�::$�' � % �.'�.. 11...��I-. �� .I .' I..,> L , . ..�� -L %."..!!!$!!�!!�R� .���;���j��:��;��:�L .' �g. I � ' !' " L ,. ... L��.�!L��L I "'... . '. ..V �% - .. '....' . . � - J! ; I ' �' NL �.'-"� I..: ,' :: � ...-...'..��"....' - . , :.... :�L ::::'j�j� I�� '.�'.' ��'..��:�::::.%:::!:;::i�::: , -','. "-l"�.�-�,, I � 10:0��. " L, : *.' , ' L '�-...- ,. , I :::�:..:." � - '��!$j�� L�: L I ill,.Igll'�'.'N -tl .�':�:::;;:: .:.�:: = 11 L,L.,: ,,�'�� .:" ...-... .. �I �.*. .11 .-N 'w" " .. . 't�:::::::::::::�:�:::L:: , -,..LL .. -'.� ',:ffl!��'*':.L' ""' �� ..-2. . � ...... L :,L::'�L .� , .:: .. 'M. '�.� lt'� :. . . . � I : .11'....I "I w ` �"\'�' � �. 'r , .. ::::::: :::::;:::::::::::X:::�"!�"', " "'::�::;::�::::::::= 1. ,, ..'. -L. , .. ' , :�;:\ ; � , , 1". ............ '-..'.".". I "w""MUL :v: �1.1li .11,11, -s..v�"..'�.�*.'. � o : ,,'I' 1. �.'.Z..'.��.�'..'L " 1 � -, ��j' :` �-,'L iq� I L . L L . L .t. ' I 1..'..."'.' ",,.',, -. � ..X �*�' . :�::: I :11�.�� :: *:'. $'::::'. �::i::�:::::� :::::;�::�;; 1'0'4111�1'1` gg.... . 111 .. .�-'. � , t� , . I ,, :;:�""Q���. �'�'%�g , %,:::::;::.�: , ' �'*'�.. . , , :�: im : '�l:mm , , . . I .11, , I I I , I .." "�!'., �: I I ,,,,� �ij :: .� :: . I L 10� p, '�.,�. .L �� L�L:':::' .�.1 , , , . " � - %�. '. ,"X, , ' �� ..' , , , . I : "\' �'."':::: ,L-: 'b: . �., ., , . , I I L 11.1 a �, yyyy . , � : . �:�::� '� . � ... - _. ........ , , ,� , i ,i;` III. v i -Y. ' �w '�� I . . ,, -.I: 13 I�', I , 'g: ;��:,:LL '�� MW 1111" l I 11 � .-."'-.'- m , '. '�' �I M: ::. ", ..". I , �: � :. 1.10 - , ,:.!, I, I L� :i::'�� '�::::::.�� I � I Ep .�:: � i I �j�,"'.,i!� ��� , ', ......'................ . .% : �: W � I i, I i � 1", ""r �!1,"'l i 1, I � i 1�1 11 I I , I� , j , I 1,;� I I L) . � I a I Ill I I ; , I I I I � -,� '�"��"�"3�-"' - � t I 11 I- L I �' ,�� "i +�l�-7'�"�� L �"'-"," "2h"' I:ffq�:;1 Z It asm �11 L J: I I I "R 11 I 7 Z'1'�';".'�l 5 A, ,""�,� I TT 11 31 11 - ,,, :""�-�` '-' ,"LLL . . , i'�* �, I T r - , I I :1,� "�'�_ I , I I � I �� l: 11"m � 4" " " . li, I flill W g! I I;5-1 01 11 ' � ;j �f 'i' I " - ,,,, I-1i,;1 U JW � I I ,:j', I ,1��'�,,,,� i F.,t - ,l'1:1! I :;�i'f k'4"'i�'�','-!�'�� j; -- ���� � � i �I�"'j4' ;4- ��" s I I - - - I ' I fl'�" : ;::.� �] 2, �''� , "�" �.� I.�' I L I ' -' - '. ' �. I ���- -P"J'i' ,'; 11��"i "i I �' I�11 x" I ' I I ,';i �", ','L,I'�'v�' ������ ' I, "","` � m 0 � �1� �' �"! E" ' "' ' - '� 11111"". I ' � ! 11�� I I 11 I t,"i� lil I I "�p�' , I 11;li�i ,I'�i'I! I,�,r �i��, � I t !�"�i , "' i � ,� � 1, 11 � I l t I�j � I �"i I !I!!! I I I ,: �JL �11 I I � : IL t' � ,,1 t '�1. I c�� -- ,: I !f 'L I ,� I '� .I "ji L ,F I � I I�� ; i , I I ,� ,I � � � I -1 t�� I i : 1� I� � �� , �, �''i "I l! L . .. � �1. I � , : l, 1, ' - ------ i J '�� �;�!! I l . 'i '�� .�g : I 1 11 'I ` � , � ' I i ' - - - � " i � � 1 � 1�i 1 1 ' , I �1 , � , �4'11 �'�i I'1 ' i I - 1 i t : I � i � � � I �L , i� i �� �:� i I, � i j� 111 I i, , 1 , j :I flt � l! :1 �,ill : I ,� � � I : I y 1 I 1 : i 7 I , r : � i � I ' 1�10 � i ; i 11 : 1 i ! � ; �; 1 L�� :i��[1,I r � i I , �'� : I, � 'I;'l[ � :1 I i l i I � � , � �,:� l� 1 1 i: 1111 : . , I 1 SS77 1 1 it 1 u !{�IN I STEPS WINDOW INSTALLATION k�fd� �'USF�J,I'f:.}ll (3�b I� ` �YM�.P �I .f P 1!' 4'i �k " I FIRST APPLY UQUID WATERPROOF WEATHER RES111VE BARRIER (LRB) APPLIED AFTER THE WINDOW INSTALLATION. MEMBRANE To WINDOW orEHw+c FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. AND OUT 6'MIN ONTO PLYWOOD I SHEATHING SURFACE. SECTION 2 A I Q APPLY SILL FLASHING FABRIC IMBEDDED THROUGH WINDOW JAMB E i , I fI I I INTO MEMBRANE WITH LOOSE SEALANT BEAD 1 i FLM AT EXTERIOR. BEHIND MOUNTING I I APPLY BEAD OF SEALANT IIf�VI. I 4 ` E� (I I �) AT BACK OF WINDOW BACKER ROD AND SEALANT —O_ HFLANGE& SET EAD SCREWS MUNDSOW BE(UPAN SED ALL AROUND WINDOW INTERIOR. " TO FACILRATE INSPECTION) SEALDOW FRAME TO THE WIN 3 , , APPLY BEAD OF SEALANT AT 'a ^"�,x) H.3 k © OPENING. APPLY A%'NOM. SIDE JAMBSDVL BEAD TO THE BACKSIDE 6 ( ) 1 ®APPLY JAMB FLASHING RADE, 114 U WTIHANY — PRE—PUNCHED HOLES OR SLOTS -- I . ' (3)APPLY BEAD OF SEALANT _ I AT HEAD � (3)JAMB FLASHING FLASHING ®APPLY HEAD FLASHING ' 1 fi 11 '1I L APPLY CONT. SEAL TO THE MOUNTING a BEAD BETWEEN 4 IN WATER SHEDDING FASHION, RANGES AT THE TOP(WAD)AND � FLASHING AND MOUNTING STARTING AT THE BASE OF RANGE.SIDES (JAMBS) OF WINDOW. EXTEND THE WALL R WORKING TOWARDS SEALANT AT JAMBS B)'ABOVE I : . THE TOP, INSTALL THE WRB 19 i 3 lr THE R.O.AT HEAD. EMBED JAMB TO THE FACE OF THE SHEATHING. TUCK WRB UNDER FLASHING INTO SEALANT AND SILL FLASHING,AND OVER ES IN PLACE, (FLASHING S JAMB h HEAD FLASHING. GOES OVER SEALMiT). 12 I 10 8 WITH SHEATHING TAPE ", CONNECT THE WRB TO THE FLASHING ALL 4 SIDES FLASHING AT HEAD D p I _ _.. E ...... ............ ..................... ...._.......I EXTENDS 1' BEYOND I I JAMB FLASHING. W k E ©HEAD FLASHING ' I; �� EMBED BOTTOM OF THE � � I I HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED 11 SFALANi(FLASHING OOl3 ,I (Jlu I OVER SEALANT). EXTEND SEALANT �� I HEAD FLASHING BEYOND O syr EACH JAMB FLASHING. a) i FASTEN IN PLACE. vii I I qH A L I , ® JAMB FLASHING 10 E 1 r FEXTEND JAMB FLASHING 1 J TO OVERLAP SILL FLASHING. DITEPD ���� E I h JAMB FLASHING B X' 9 SEALANT 71 ABOVE ROUGH OPENING ��� I ��i I I a IL li� k r jl ° AT HEAD. APPLY TAPE .. t , , '......................................................._ .........�: f ELLE.. ELLE. <;, ,p �� � `, ,{,, a ,I AT CORNERS TO � I i t TEMPORARILYHOLD .............................................! . ....................................................................................................................................................................... ELLE. ................ ...t LNG IN PUKE SQL FLASHING = 0 7 5 'raj" ! i r 11 FLASH `f 9h : i ..............................................�1...._ ,...... ELLE. ELLE. ..... ..... ................... ... .... ..E n� UNTIL WRB 6 APPLIED. i SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB,AND LEVEL CONDITION. USE CORROSION r i- 1r 1 4 11 RESISTANi FASTENERS. FASTEN WINDOWS PER J WINDOW MANUFACTURER FASTENER SPECIFICATIONS. i 12 Ij AN IE f " �k,ki + I r1 4� s qq .3.i,1 x INTERIOR VIEW I : I � ........ ELLE.. ........ ........ ........ ........ ........ ......... ......... ......... ......... ........ ......... ELLE TOP LEFT CORNER OF WINDOW e € o _ ....................................................................................... '- I1 1 `. _ , g :' q1 k 1 k1 3 + 1 1 i ili T{ a r b'�S II ,rilw �� 0 e 13 5" i tI co " I i; II I I' '1 i it1t o 12 0 t 17 � 0 5 • Jd il, , 1�' I � I i(1 �l I' pi 1 t I d;l , I 01 t 1 I d I � � ............E C ` I( I i _ _ _ t C :.............: ;.... ..... ........ ELLE._ 47 E.-•..--©- , I,, { : ELLE. ELLE € €� I " � .:....... ........... EI is € I € I I 1 y ELLE � ... 41 { p,. f.: I : { Y r}I � Val'#,k '}r;,,.,fir' n4.�rrl•• ,A,.1Y;{ .__.: ELLE. I ,. ... .: id: ¢ ., ....i.... .. ...i.. ... ELLE .............: ...ELLE: -..........: ;.............E , I E 3 .............. ............ s `.. _` ..... ELLE... _ELLE.. ELLE., lE ELLE; E } tl ,I � � I NOTE SCHEDULE 6 AT TYPICAL CEI NEW UN(S PROVIDE ONE LAYER OF ,1 �' CEILNrG BtJARD ATTACHED TO UNDERSIDE OF wOoo FTRJAMINVG. FlJOAT OUT ANY J00"iTS BETWEEN NEw AND OLD CEILINt TO 12 NMIOR TRIM TO MATCH EXISTING, GENERALLY CONSIISTING OF 1X4 CASING AT DOORS AND WINDOWS VMTH EXTENDING WOOD SILL DING OUl 111 �;I 1 1 31 II 111 1� (i IN HIDE ANY SIGNS OF TRANSITION. T�lNtl S 1X6. ALL TRIM IS TO BE PAINTED. ROOF COVERING CONSOF 30 YEAR ARCHRADE TECiURAL GFIBERGLASS REINFORCED ASPHALT SHINGLES INSTkM PER MANUFACTURER RECOMMENDATIONS FOR HIGH VELOCITY WIC) FLO AT INTERIOR ORS. PROVIDE WOOD FRAMING PER ENGINEER. PROVIDE 3-i/2 FDERGIASS BATT INSULATION AS PRACTIGII FOR THERMAL AND SOUND NrSUlJ1TION BENEATH ISTS STAIR WITH OPEN RISERS CDROM OF WOOD TREADS STAINED TO MATCH FLOOR WiTH PAINTED RISERS AND SKIRT TRIM. TREAD ZONE APPLICAATION. SHINGLES TO BE INSTALLED OVER SELF ADHERING WATERPROOF MEMBRANE SUCH AS GRACE NCE 0 WATER SHIELD' OR CARLISLE WIP 100 AFFIXED TO EXISTING ROOF 7 THE SECOND FLOOR. TYPICAL FLOOR FINISH AT INTERIOR 1Tfl CONSfSf OF WOOD FLOORING TO MATCH EXISTING LAD OVER LAPPED FELT VAPOR BARRIER OVER TAG PLYWOOD, SCREWED AND GLUED TO WOOD FLOOR FRAMING. AT FIRST FLOOR. PLYWOOD IS LAD OVER AN ADDITIONAL LAYER OF FELT. 1 WHERE APPLICABLE OR ONTO 5/8 EXTERIOR GLUE PLYWOOD SHEATHING ATTACHED TO NEW CONVENTIONAL WOOD" FRAMING AS DESIGNATED BY STRUCTURAL ENGINEER. APPLY MEMBRANE CUSS 11881 PACKAGE WITH OWNER. PROVIDE STAIR GUARDRAILS AT OPEN SIDES OF STAIR RUN WITH 5/4"X5/4 WOOD PICKETS EXii 1 1 13 MODEM RAILING POSITIONED WiTH TOP AT 36' ABOVE LEADING EDGE OF TREADS. PICKETS TO BE SPACED TO PREVENT PASSAGE OF 4 WITH LAPPED EDGES OVER CLEAN DRY SHEATHING PER MANUFACTURER'S RECOM8IENDATIONS. MEMBRANE MUST B COVERED BEFORE 30 DAY EXPOSURE TO WEATHER. SEE STRUCTURAL PRONDE WHiTE PANTED AI.UMINUM CXR UNNPANrTED FLASHING AS SHOWN OVER (M"iTAL WOOD PROJECTING FROM PLANE SUCH AS WINDOW L#JID TRIM AND ANY IIr )r I ENGIIEERIIG FOR AIR FRAMING SIZES AND CONNECTIONS. 8 BUT ARE ENCOURAGED TO PROVIDE ASSISTANCE AND WALL PROTECTION. HORIZONTAL BMIOHOG. FLASHING TO EXTEND, MIN 4' UP V - FADE OF WALL WITH TOP COVERED BY SELF ADHERED FLASHING MEMDRAIE SUCH AS VYCOR PLUS AN THEN BOLDING SCK TRANSITIONS AS RAC_ TURNS CORNERS AT LANDINGS. PROVIDE NEWELL POSTS IF REQUIRED FOR STABILITY. SECOND HANDF WRAP. PROVIDE 1/4 MIN. CLEARANCE BETWEEN BOTTOM ( SIDING AND TOP OF FLASHING PER MANUFACTURER REtObIMENDATNONS. ALL FLASHING IERMNATK)NS TO HAVE HEMMED EDGE FOR ROOF INSULATION SPRAY OPEN CELL PLASTIC FOAM SUCH AS 'ICiMENE' TO UNDERSIDE OF ROOF SHEATHING 0 5-1/2' THICKNESS TO ACHIEVE AIR BARRIER AND R-20 MWIMUM. PROFILE FOR EFFECTIVE DRIP PERFORMANCE 14 FBC 8311.22, ALL WALLS AND SOFFITS UNDER STARS SHALL BE COVERED WITH 1/2' GYPSUM BD AT HABITABLE SPACE SIDE. �1I1 I l,i Il I 2 SEPARATE HABITABLE ATTIC AREAS USED FOR STORAGE OR HVAC EQUIPMENT FROM INSULATION WiTH 1/2 GYPSUM BD OR SIMILAR FIRE BARRIER AFFIXED TO HABITABLE SDE OF WD WITH UQI� APPLIED WATERPROOFING MEMIBRANE SUCH AS BE] WET-PUSH PM 7000 INET-FLASH.COM COVERING 15 KITCHEN AND BATH COUNTERTOPS TO BE SELECTED BY OWNER. PROVIDE BACKSPLASH AT WNW. IN SAME MATERIAL TO EXTEND UI FRAMING AS REQUIRED. NO VAPOR BARRIER I5 FRONDED AT THE CEILING. THE ATiTC S CONSIDERED A SEMI C TiIONED SPACE AT WOOD FRAM WALL OPENINGS TREAT ALL ROUGH OPE1111NG ( ) WIARTZ MATERIAL SUCH AS SILESTONE BY COSENTiNO. RECYCLED GLASS SUCH AS ECO BY COSENTiNO, PAPERSTDNE, GRANM OR COI ISH INTERIOR OF OPENING AND OUT ONTO VERTICAL PLYWOO19°SHEATHNCIG A MIN OF 6'. APPLY PER MANUFACTURER RECOMMENDATIONS INSTALL VINYL CLAD WOOD WINDOWS AND DOORS AT ROOF EDGE PROVIDE WHITE PAINTED ALUMINUM DRIP FLASHING WITH FACTORY FiNSET OVER EAVES END OF SELF ADING HERMEIMNE AND THEN COVERED BY PRIMARY AMC Ni STONE TILE SET IN MORTAR BED OVER CEMENT BOARD SET OVER PLYWOOD SUBFLOOR AT BATHROOMS, ADD WATERPRO PER WINDOW SCHEDULE AND NOTES ACCORDING TO MAIUIFACTIii RECOMMIENDATIONS. APPLY SEALANT BEAD AT BACKSIDE OF WINDOW FLANGE ALL ARM WINDOW EXCEPT AT �I Ii1 SIE OVER TOP. FLASHING COVERS END OF PLYWOOD AND CUT 2X2 PT WD NAILER. AIR FLASHING TERMINAIONS TO HAVE HEMMED EDGE PROFILE AS SHOWN FOR EFFECTIVE DPoPIONIER LOCATIONS PER TILE C(X1N(�L OF AMERICA RECOMMENDATIONS PROVIDE FULL HEIGHT STONE CRIT TILE AT SHOWER WALLS OVE L 1 v 1 3 SILL SET WINDOW RANGE OVER LIQUID APPLIED MEILIBRJ AND THEN SEAL FLANGE TO MEMBRANE WITH SELF-ADHERING FLASHING TAPE SUCH AS GRACE WICOR PLUS. TAKE CARE 16 PERFORMANCE OBSERVE ROOFING MANUFACTURER RECOMMENDATIONS. WHERE ROOF INTERSECTS A WALL ON THE MAKE, PROVIDE I(IOIKOIIT FLASHING 1T) OVERT RAINWATER AWAY FROM S@PARATE FIBER CEMENT WALL BOARD FROM FLOOR MORTAR BED WITH SEALANT. PROVIDE 12'X24" RECESS AT WALL FOR SOAP SHEL €f l ( 9 TO LAP HEAD TAPE OVER TAPE AT JAMBS. DO NOT SEAL'L SILL TO ALLOW WATER INTRUSION TO IRAN UID OUT ABOVE LIQAPPLIED SILL FLASHING. APPLY TYVEIK MEMBRANE OVER WALL. WALL PER 1iA Mr RECOMMENDATIONS. EXTENDING OVER RANGE AND THEN SEALED TO FLANGE OTH TAPE APPLY WACKIER ROD AND SEALANT ALL ARtK1ND WINDOW AT INTERIOR WHERE WIDOW FRAME MEETS WALL DOOR CONSIDER CORNER SHOWER SEAT TO BE DIStt;IISSED WITH OMINffR, HERE CONSIDERED TO BE STONE SHELF OVER STRUCTURAL • l rl jAwT SAVESOFFITPRMNOATTICVENTINGDUETOSPRAYFOAMINSULATION APPLIED TO UNDERSIDE OF ROOF LATHING RENDERING ROOF ATTIC AS SEM-CONDITIONED SPACE WITHIN INSTALLATION SAME EXCEPT AT SILL WHERE CUSTOM FABi OTED COPPER PAN FLASHING OR PLASTIC PAN FLASHING BY JAMSILL CARP (JAMSILLCOM� WITH INTEGRAL END DAMS, IS SET 17 4 THICK MONOLYTHIC CONCRETE SLAB AND TURNED DOWN FOOTING REINFORCED WITH "MUM AID STEEL PER I 4 TION 1. SOFFIT MATERIAL AT TOWER ONLY TO BE 1X6 TSG IPE REMNNING SOFFIT TO BE COVERED WiTH)t' MIDO PLYWD SHEETS. ALTERNATE SOFFIT MATERIAL COULD BE NON VENTID IN MASTIC BEFORE DOOR IS SET INTO PAN. BACKSIDE ANN END DAMS OF PAN FLASHING TO-EXTEND UP APPROXIMATELY 1'. BOTTOM EDGE OF FLASHING PAN TO EXTEND DOWN FACE ( POR BARFGER LAID OVER CLEAN COMPACTED TERMITE TREATED FILL 'HNARDE SOFFIT' WiiHOCIT BATTENS. EXCEPT FOR ANY IPE MATERIAL TO BE SEALED, ALL EXTERN R SIDING AND TNS TO BE PAINTED PER OWNER COLOR SELECTION. WALL WHERE DOOR SILL MEETS WOOD DECD(, SILL RASHNi1LG TO BE TUCKED UNDER WOOD DECKING MATERIAL 18AREA OF NEW TWO STORY WALLS. WOOD FRAMING IS SUPPORTED BY EXISTING WAIlS TWD NEW CONCRETE FOOTING PER sTRUCTU NNELD OVER INSULATION SEAL STRIP AND CONCIREiE. WOOD SND WALL THICKNESS AND COMPOSITION VARIES PER STRUCTURAL REQUI OPTION 1: AT TOWER WAIL ONLY, N�STALL 1X6 Td�G IPE WOOD HORIZONTALLY WITH MITERED CORNERS LEAVING A, 2 CREDIT CARD GAP BETWEEN BOARDS AT HORIZONTAL JOINTS. BUND OPTION 1: To WINDOWS AND DOORS AT TOWER ONLY 51,C IPE WOOD AS SHOWN. TRiI ALL OTHER TYPICAL WIDOWS AND DOORS AT EXTERIOR WITH PRIMED 2X JAMES HARDIE WIN OPTIONI 2 OF SIDING INSTAIlATLON ALIERNAIIVES, INSTALL SMOOTH FACED 31,1117 HARDIE ACCENT FIBER CEMENT TRIM OR AZEK NAIL AT GROOVE INTO STUDS THROUGI� SHEATHING. FINISH SON WITH A CLEAR SIKKENS SEALER. SIDING TO 8 INSTALLED OVER DUPONT 1YVEK HIOMEWRAP MEMBRANE OVER NEW AND 'ARTISAN ACCENT TRIM' OR 2X FINOERJOINT CEDAR OR **NRATEC' BORATE TREATED COMPOSITE 11RW1 AS SHOWN. AT HEAD DETAIL, APPLY CAP WITH DRIP AS SHOWN. BRING TRIM TO 19 %GER CUT 2X8 WOOD NAILED TO OUTLOOKER ENDS AT FASCIA. APPLY 2X ARTISAN TRIM AT TOP OF WALL AT SOFFIT. F IPE SIDING IS EXISTING EXTERIORGLUE PLYWOOD ATTACHED TO NEW AND EXISTING 2x WOOD STUDS SPACED 16 O.C. WITH iMIN R-19 FIBERGLASS BAiT INSULATION PLACED BETWEEN NEW STUDS. WITHIN 3/8` OF WINDOW FRAME AND APPLY BACKER ROUT AND COMPATME SEALANT WITHIN GAP TO FURTHER SEN. WALL OPENING. PROVIDE ALUM FLASHING OVER TOP OF WOOD CAP gbma WiTH 1X IPE AS TRIM AND IPE SIDING WILL ABUT SOFFIT CLEANLY. 'I " III ; I APPLY Xt' GYPSUM WALL BOARD TO INTERIOR SDE OF NEW SIDS. TAKE CARE TO HIDE ANY SIGNS OF TTRIWSiT10 BETWEEN NEW AND EXISTING INTERIOR FIN.SIES. ALL MATERIALS TO EF MEMBRANE TAPE TYPICALLY SEAL BETWEEN FIR COENIT SIDING AND WOOD TRIM EXCEPT AT WINDOW HEAD WHEN SWIG .1. Ii. 10 TRIM IN TURN SEALED AT TOP WITH ADDITIONAL STRIP (MF TPORCH SOFFIT TO BE EITHER SEALED 1X6 TdLG WOOD RUNNING EAST/WEST OR PAINTED M00 PLYWOOD WITH 1X4 BATTEN JOINT : 1 LAI r I �I'r P IIT'1�' II'l�Ih,rll4dll I' ,I�''I 5 INSTALLED PER MANUFACTURER RECOMMENDATIONS. ALL TYVEK JOINTS TO BE FULLY TAPED PER MANUFACTURER &(�MENQATIONS TO ACHIEVE INTENDED WATER AND AMR BARRIER. ALL. G' f TRIM AT TOWER ONLY TO BE IPE WOOD AS SHOWN. AT ALL OTHER TYPICAL. WOOD FRAMED EXTERIOR WALLS PR04K SMOOTH FAC® FIBER CEMENT UPPED SIDING SUCH AS JAMES LAPS OVER ALUMINUM FLASHING NR1RfH/SOUTH. SOFFIT ABUTS 9' WOOD BOX BENLIS SPANNING BEiMI�I POSTS AND SIRE DEPTH 2X TRIM BOARD AT HOUSE WALL it OPTION 2: OMIT IPE SIDING AND TRIM AND APPLY mARTISjoN ACCENT TRIM' UNIFORMLY ACROSS HOUSE. ALTERNATE MATERIALS FOR TRY BOARDS INCLUDE PRIMED FINGER JOINT 1 OR 1X AZEK TRIM UNDER OPTION 2. TRW AT WALL TO BE HORDE ARTISAN DETAIN. TRIM UNDER OPTION 2. HARDIE 'ARTISAN SERIES' WiTH FULLY MITERED CORNERS UPPED W/ 4' TO WEATHER INSTALLED PER MANUFACTU,O RECOMMENDATIONS OVER TYVEK, PLYWOOD, AND STUDS. TRIM IcEDAR,*AzEKO PVC TRIM, OR smPATEC BORATE TREATED 11mm BOARDS BY 'CMI. ALL WALL OPEi6NGS TO BE PROTECTED BY THICK PLYL G WIDOWS AND FASvA WITH FIBER CEMENT ARTISAN ACCENT TRIM ALL ARTISAN SIDING AND TRIM TO BE PAINTEL3. PANELS OR CODE COMPLAINT FABRICS TO � PRECUT, LABELED FOR LOCATION AND STORED IN GARAGE. APPOINTS FOR l I k OPTION 2: OMIT IPE SIDING AT TOWER AND INSTALL ARTISIW SERFS SIDING AND TRIM UNIFORMLY ACROSS E lIOR, BUT AT LARGER SIZE WITH 7 TO WEATHER. 11 INSTALLATION SUCH AS THREADED SCREWS TO BE EITHER�RMAIENTLY INS ALLED IN WALL AROUND OPENINGS OR STORED WITH PANELS FOR READY INSTALLATI011. SEE FBC R301.2.1.2 �I ( d �I t ! !,E1Irgi rf]II��!I�PIIII1r r�C1,I1 F�I6=cII�i�i;�',II,�a�i%t>r.,;.�h!�r�I,,°•.iE�I`.I�i,�{,1j;''lI�;I,��f l��:.����I1���ll1�1-;I`4,',;I,�'l1��{3l,l,I'�','I}l.f I:..,IIl'1�I'I�{i�)I�r1 I1I1II I�II,'IIII'II!ISF�I4V,'h{1�(i1�i�IIII�[kf!f I.`;.'r�P.x�.!i�.:•+* 1,�IOI��Iir1'IlII1I111II'II1I11Il{h�yP((krIII�(lfSr1IIC4I�i'rs��{l4+Iikit!Ily1lF4 I�}III I�f�f1,r ',r�����1��j.{�II'j�1!1.',,"a,1+:I',;,I�'II111LI!ILi.?I'i1I�r..�t9}z=.•';,�'.'l�I!—��'I,I'..'� �� I'fhtIk,,F�``�riItIxGEN �I�tIiiiI!� �1I�1'H,�rI111l�I1�Ir,I�{Ssq1irI]9r��111I,yd{{ l it 4 44 ###•j;It4,I�r� IIPII.Wg��)FF�. 1 "aP:iI � (l —�--=—I 1=I1_1iIIIIIIIt1(I1I IIII1IIIIIIIIitII1III� 1IIIIIII IIIII ' I �t =`s.�♦�=�a'=—.� � I !/E —'.—.—— —. _ IIII.iI_ IItIII�III1IIm�I IIIIII�II I�IIIIIi1II I II —��.�-►.' .... ...�._T ... .�_• _..._\..... ._v.......... . � 1�;i{! ; .".�.....� ,..., ..,._.� P .............. fP t-4--------- . i ....... ............... jWP .. GWP .. .................................... ........... I �.�s.�:,!IIII��IIIIIiI1I I Ij�Iil II'I 1 -- —_--_ _-- _ ItI1i �I -- —-- —— Ii RE r TE i1r1i1I�11I ---��II1III1 �� I -oM IO- ' W -U %orI -- I 0ATM N- 1tII -I1II 11, 1� � � � 11 �1II / A ---- - - N1�j1 E` TO it PENDAI SWITCH W�ITe�C,— XHL----- HVAC ABOVE ------ BELOW COMM. WH t: 220 QD L--------------------GF I I GFC i ............... it, j — REFRIGERATOR 1 ..................... — ! F--- JZD Hoo IGFCI RANGE I Ll r1 ltl 11r d -— -- — --Ni .. .. h .._.............. ........ WP GFCI 11• ----------- —GWPLj I------ __ .—_ _M-_ __ __----_—— ._W—_——— vr GFCI L------- _WP ,I r----- ------i rFIRST FLOOR ELECTRICAL PLAN fl GWP FLO—O R � ELECTRICAL LEGEIIIII) ,; NOTE1 : ALL NEW BEDROOMELECTRICAL PANEL 11 TEL OTLET DIRECTIONAL DOWN LIGHT EXHAUST FAN OUT TO HAVE ARC FAULT CABLE TV ET ELECTRICAL METER g3 TV VENTED TO EXTERIOR CIRCIUIT INTERUPTERS PER NEC.UOM ETE IRRIGATION CONTROLS OUTLET �IRRCABLE MODEM NIcM NOTE_ 2: ALL LIGHT SWITCHES ATd DUPLEX OUTLET HVAC COMPRESSOR HVAC MAJOfR ROOMS ARE TO BEDUPLEX OUTLET 6" RECESSED DOWN LIGHT WATER SOFTENER OUTLET PAD coMPR. H2O DIMMABLE UNLESS OWNERLOWER OUTLET SWITCHED DIRECOTHERWISE.WATERPROOF RECESSEDDUPLEX GFCI GFCI 6 DOWNLIGHT W� LENS WP CEILING FAN NOTE3: EXISTING PANEL TO BE VAC AIR HANDLER AUGMENTED BY ELECTRICIAN ASDUPLEX UNDER COUNTER UC 4" RECESSED DOWN LIGHT AT ATTIC InruQiRED.DUPLEX GCFI WTRPROOF 0�WIRED SMOKE DETECTOR W� BTTERYGWP SMALL INTIWALL CONCE CEILING MOUNTED OUTLET t. lM it f cFeI1� !�! •I �i9'�ar'�I�IlI,; I $ -- rI �mcr ss . 1 I ----G--D---- -- ,I FSIEOXCT TU I1 NG PROENS 6W0I8T.H IWOHWENRE ER ELECTRICAL PULL CHORD FIXTURE FLOOR OUTLET ELEM(ENTS MAYREMAIN CEWHERE WAMOUNTED PICTURE LIGHT'-- BUY APPROPRIATE OR BE REPLACED220 VOLT OUTLET 220v SURFACE MOUNTED AT CEILING WITH LIKE ELEMENTS PER FBCWATER HEATER SH CODEFOR EXISTING BUILDINGS 'JUNCTION BOX WATERPROOF LIGHTING FIXTURE LARGE PENDANT FIXTUREWIPSURFACE MOUNTED AT CEILING 220 VOLT JUNCTION BOX © 22ov ELEMENTS SHOULD MEET —___- ____—; EXHAUST HOOD WITH CURRENT CODE STANDARDS FOR INTEGRAL DOWNLIGHTS WALL SWITCH ATTIC ACCESS UNDER CABINET LOW VOLTAGE —INay CONSTRUCTION. 3 WAY WALL SWITCH PULL DOWN LADDER ._ ________ s HIDDEN COVE LIGHTING MICROWAVE OVEN MTD MICRO NOTE' 5: RECESSED DOWN$REMOTE SWITCH R WALL MOUNTED CLOSET LIGHT BELOW UPPER CAB LIGH MAY BE SUBSTITUTEDLW __JDECORATIVE AUTOMATIC WITH DOOR OPNG DISPOSER SWITCH FOR SURFACE MOUNTED CEILING EXTERIOR WALL SCONCE H OR PULL SWITCH� GARAGE DOOR OPENER LANDSCAPE UPLIGHTWP EXTERIOR WALL SCONCE WITH LIGHT T ,. 14I+ Ik 1 1 I # :.- i. I, i it GENERAL STRUCTURAL DOTES DESIGN CRI' , (Mrll���lIg ; 7 1. DESIGN PER FLORIDA BUILDING CODE, CURRENT EDITION 1. ALL DESIGN PER THE 2007 EDITION, Wl LIVE LOADS 2. DESIGN LOADS: I ROOF , --------------------------------------- LIVE LOAD ROOF ------- FLOOR: SLEEPING AREAS AND HABITABLE ATTICS - ---fit 30 PSF - --------------------- 40 PSF 3. WIND LOADS � 1 ALL OTHER ROOMS � I B. WIND LOADS ( 120 MPH ) A. BASIC WIND SPEED = 120 MPH 2. SOIL PRESSURE (DESIGN MAX. ) -------------------------- 2000 PSF B. ) IMPORTANCE FACTOR = 1. 00 THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL AL INFORMATION FOR C. } WIND EXPOSURE "C" PREPARING THE SITE AND SHALL VERIFY THAT THE SITE IS CA IP ABLE OF PROVIDING D. ) INTERNAL PRESSURE COEFF - +/ 2000 PSF SOIL BEARING. E. COMPONENT WIND LOADS I 3. IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTARSLE, OR UNSUITABLE it IIS jL' � 1 i ;t €i SOIL, THE ARCHITECT SHALL BE NOTIFIED. 1. WALLS 4. STEP FOOTINGS BELOW ALL SANITARY AND WATER LINES. TRIBUTARY AREA 10 SF { 5. CONCRETE: DESIGN PER CURRENT EDITION A. C. I. ZONE 4 = +25. 9 if A. ALL CONCRETE ----------------------- -------- f' c ZONE 5 = +25. 9 / If - _ X000 PSI -. 6. REINFORCEMENT: REINFORCING BARS ( GRADE 60) ----- A. S. T. IM, A-615 TRIBUTARY AREA 20 SF WELDED WIRE MESH ---------------- A. S. T. ►M. A-185 ZONE 4 = +24. 7 .E I f1 r I I 7. MINIMUM COVER FOR CAST-IN-PLACE CONCRETE REINF. , UNLESS; OTHERWISE SHOWN ON ZONE 5 = +24. 7 I # DRAWINGS, SHALL BE AS FOLLOWS: TRIBUTARY AREA 50 SF u FOOTINGS ------------------------------------------ 3" ZONE 4 = +23. 2 ----- SLABS ------------------------------------------ CENTERED ZONE 5 = +23. 2 ' I I ----------------------------- WALLS - - CENTERED OR FEACH FACE TRIBUTARY AREA 100 SF 8. SPLICES IN REINFORCEMENT, WHERE PERMITTED, SHALL BE AS FOLLOWS: ZONE 4 = +22. 0 J (w I ------- 8 +22. ZONE 5 = 0 WELDED WIRE MESH -------------------------------- lµ � ALL POURED CONCRETE ------------- CLASS "B" TENSI 3 STUDS AND BARS IN MASONRY ------------------------- 48 BAR D4AMETERS TRIBUTARY AREA 10 SF 41N SPLICE 3. ) SLOPED ROOF ( ROOF SLOPE 1 , 1i ANCHORAGE 9. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITHi STANDARD ACCESSORIES ZONE 1 = +14. 9 / -2 THIS WALL DURING PLACEMENT OF CONCRETE. USE PLASTIC COATED FEET \WHERE CONCRETE I S 'j'j I� 1 _ 4 I :. '1 1 _ ZONE 2 = +14. 9 / -4 _ 1 SEE 2/S-4 EXPOSED. ZONE 3 = +14. 9 -E Irl F LIE,� , AV, 5 STUDS 1 10. EPDXY ANCHORS: WHEN EPDXY IS CALLED OUT FOR BOLTING OR (INSTALLING DOWELS / TRIBUTARY AREA 20 SF UNDER BEAM INTO CONCRETE OR MASONRY IS CALLED FOR ON THE DRAWINGS PROVIDE EPDXY ANCHORS WITH HDU4 AS FOLLOWS: DRILL A MIN 6" HOLE AND EPDXY THE BOLT CALL fED OUT ON THE ZONE 1 = +13. 6 HOEDOWN 1 `r I N DRAWINGS USING THE H I LT I HIT-HY 20 FOR ANCHORING INTO ZONE 2 = +13. 6 / cn Hl4OLLOW MATERIALS ALS AND ZONE 3 = +13. 6 - I I� I� 1 2 H I LT I HIT HY-150 EPDXY FOR ANCHORING INTO SOLID CONCRETE OR SOLID GROUTED E / I I MASONRY. ALL DRILLING AND INSTALLATION SHALL BE PER MA�fUFACTURER� S TRIBUTARY AREA 50 SF RECOMMENDATIONS. ZONE 1 = +11. 9 j -2 11. ANCHOR RODS OR BOLTS (AB) ----- A. S. T. M. F-1554 GRADE �g ZONE 2 = +11. 9 / 12. MACHINE BOLTS ( MB) ----- A. S. T. M. A-307 / ZONE 3 = +11. 9 STUDS AND 13. AT MACHINE AND ANCHOR BOLTS, THE NUT SHALL BE DRAWN TIGINT AN PROJECTING TRIBUTARY AREA 100 SF j }li II I - - -- - --- - THREADS UPSET. D OJEG I NG ZONE 1 = +10. 5 / -2 1 k ANCHORAGE if THIS WALL 14. TOUCH UP ANY DISTURBED GALVANIZING WITH ZRC. ZONE 2 +10. 5 = / - , ,r w i B i �� I I I �,li i - . SEE 1/S-4 15. WOOD FRAMING: ZONE 3 - +10. 5 / -4 G � � � � I Ii I' A. SYP 2 SOUTHERN PINE: HORIZONTAL FRAMING 2X8 STUD _ # 3. ) SLOPED ROOF OVERHANG ( RC 1 B. SPF = #2 SPRUCE PINE FIR: 2X4 STUDS, MISC FRAMING TRIBUTARY AREA 10 SF f C. LVL = M I CROLLAM 1. 9E p I ZONE 2 = -48. 3 PSF 1 16. MULTIPLE WOOD MEMBERS SHALL BE NAILED OR BOLTED TOGETHEfK. ZONE 3 = -81. 2 PSF i f 17. WOOD CONNECTORS: ALL WOOD CONNECTORS SHALL BE BY SIMPS ' 4 4Mi STRONG-TIE COMPANY. ALL CONNECTORS SHALL BE HOT DIP GALVANIZED. INSTALL PE MANUFACTURERS F. END STRIP a = a W S-4 RECOMMENDATIONS USING NAILS AND/OR BOLTS AS REQUIRED PES S I MPSON FOR MAXIMUM THE LESSER OF: I !' 3 STUDS LOAD CARRYING CAPACITY UNLESS NOTED SPECIFICALLY ON THE DRAWINGS. 0. 10 LEAST HORIZ DIM OF E I E r UNDER BEAM 1 18. WALL SHEATHING 0. 40 - fI l� W INTERIOR THICKENED WITH HDU4 SLAB SEE !� S-4 EAVE HEIGHT - 0. 40 if �- - - -/ APA RATED SHEATHING: 15f32" 32/16, EXPOSURE 1 BUT AT LEAST: it II fI > HOLDOWN 1 ATTACHMENT PATTERN 0. 04 LEAST HORIZ DIM OF 8 p 1 ' t __ _ J - 8d NAILS AT 6" 0. C. AT ALL INTERMEDIATE SUPPORTS; OR 3 FEET « II ai - 8d NAILS AT 4" 0. C. AT ALL PANEL EDGES AND BLOCK_4NG USE a = 5. 5 FT. I w I I HDU4 HDU4 II > �.Ia HOLDOWN 1 HOEDOWN PROVIDE BLOCKING AT ALL PANEL EDGES IIS EACH SIDE 1 EACH SIDE 19. ROOF SHEATHING - 'I OF OPENING I OF OPENING APA RATED SHEATHING. 15/32", 32/16, C-D EXPOSURE I ATTACHMENT PATTERN KEY PLAN - 8d R I NGSHANK NAILS AT 6" 0. C. AT ALL SUPPORTS ANJO BLOCKING 1. a=4. 0' I m ( I I I �� _ - 8d RINGSHANK NAILS AT 4" 0. C. WITHIN SIX FEET OF EDGES OF ROOF I {FII{ i .v� i 20. FLOOR SHEATHING » » 2 ZONE 2 R RATED STURD-I-FLOOR SHEATHING: 23/32 , 24 , EXPOSURFE 1, TONGUE AND Z E 1 - NOT SHADED ........................... ............................ .........:......... .......................................... ............I GR PLYWOOD 3 STUDS 3. ZONE 3 ON THIS PLAN UNDER BEAM ATTA� ENT PATTERN. PLYWOOD SHALL BE NAILED AND GLUED. LOCATES ZONE WITH HDU4 - - `1Od NAILS AT 6 0. C. AT ALL PLYWOOD EDGES. WALLS BELOW. ALL HOLDOWN PR ............................ NAILS INTERMEDIATE 21. SEE ARCH. , PLUMBING, LANDSCAPING, MECH. , AND ELEC. DRAWIINGS FOR DRIPS, 4. NO WORK AS NEEDED TO ALIGN { WITH CORNER STUDS REGLETS, CHAMFERS, RUSTICATIONS, SLOTS, SLEEVES, ANCHOR%, INSERTS, AND THIS AREA { .............ABOVE ...OVE OPENINGS REQUIRED. I B MECHANICAL 22. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY � ELECTRICAL, AND H � I ........................... ....................................................................... ... ............................ PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. EXISTING OFF 23. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO START OF GRADE FLOOR CONSTRUCTION. CUT AND REMOVE SLAB. POUR NEW FOOTING qqq 11 FLUSH WITH SLAB. WOOD OO D C FOOTING 3'-O"SQ X t! fill -4" W 4- 4 E.W. III1f # STUD WALL NOTES Ii i 'I TOP AND BOTTOM. SUPPORT STUDS, TRUSS ITEM ,li } ! I { �, t I � I .I PROVIDE PT4X4 POST POST OR WALL SUPPOF I' '� s I � L � ` I I '�, I TO SUPPORT BEAM. 1. EXTERIOR BEARING WALLS: POST BASE ABU44, 8' OR LESS TALL: 2X4 2 SPF STUDS AT 16" 0. ONE END OF STRAP OPPOSI" POST CAP # ;, I IIfi # o. c. CCQ44SDS2.5. THE GREATER THAN 8' TALL 2X6 2 SPF STUDS AT 1 , Ili I° I I REMAINDER OF THE SPECIAL CASE WALLS USE 2X8 #2SPF OR LVL MEM�RS A35 12-8dX1.5" TOTAL {' I � v ' WALL IS NON-BEARING. INTERIOR BEARING WALLS: 2X4 OR 2X6 #2 SPF STUDS AAT 16" 0. C. ( ABU44 5/8" DIA BOLT 2. NON-BEARING INTERIOR WALLS: #3 S-P-F STUDS AT 16"' O. C. 1 ( CC044SDS2.5 14-SDS Y4 X SCREWS 16-SD' 3. BOTTOM PLATES: PRESSURE TREATED 2X4, 2X6, OR 2X8 ;#2 SYP 1",1I1I CS22 7-8d4. TOP PLATES: MATCH STUD MATERIAL. JOINTS SHALL B� LAP-SPLICED. II MINIMUM LAP SHALL BE 4 FEET. A MINIMUM OF 15-16rh NAILS SHALL BE USED AT SPLICES. DSP 1 8 8dX1.5" TOTAL 5. IN SHEARWALLS BETWEEN HOEDOWNS, ANCHOR BOTTOM PLAgTE TO THE H2.5A 5-8d I +I� - - - - - - - - - - - - - I I FOUNDATION WITH 5/8" DIA BOLTS SPACED AT 16" 0. C ` y I TH 2" X 2" Ml (' q X 1/8 WASHERS. 1 I I H3 4-8d it I' a L wl p IN BEARING WALLS THAT ARE NOT SHEARWALLS, ANCHOR [BOTTOM PLATE » / %2" 0. C WITH TO THE FOUNDATION WITH 1 2 DIA BOLTS SPACED AT H14 12-8dX1.5 f NIT"TO VERTICAL » 2" X 2" X 1 8" WASHERS. PEACE THESE BOLTS ADJACENT STUDS. ADD BOLTS EACH SIDE OF CORNERS AND WITHIN .6OF OPENINGS HDU4-SDS2.5 5 $ DIA BOLT 10-S[ py THAT DO NOT HAVE HOLDOWNS. 6 I g, k IIJ ( I IE HUC4$ 18-16d 6. AS AN ALTERNATE BOLTS MAY BE EPDXIED IN PLACE. I I L II 7. PLATES TO STUD ATTACHMENTS: SEE SECTIONS AND DETli FOR SPECIAL LCE4 10-16d CASES. IF NOT SHOWN, ADD SSP PLATE TIE AT BOTT0 Mi OF ALL STUDS II r I N EXTER LOR BEARING WALLS. 6-10d FOUNDATION AND FIRST FLOOR PLAN 8. SHEATHING ON SHEARWALLS: SEE GENERAL NOTES LSTA18 7-10d G III I I �I' SCALE 1/4"=1'-0" SPH4 10-10dX1.5" TOTAL r : FOR ALL DIMENSIONS. NOTES: 1. SEE ARCH 0 G ; II I'I I 2. VERIFY ALL EXISTING CONDITIONS AND D I MENS I QANS - {{{ ,! G 1 I1 hI �I PRIOR TO START OF WORK SPH6 i0 1OdX1.5" TOTAL I { �I , �I'' III 3. HATCHED WALLS ARE USED AS SHEAR WALLS TO BRACE I ` THE ADDITION. SOME WALLS WILL HAVE TO BE SIHEATHED SPH8 10-1001.5" TOTAL ON THE INSIDE. SEE NOTES FOR SHEATHING. TI i sir N { � s a I'I f.'I I µyl hai�h , ' SSP 7-10d TOTAL AT DOUBLE PLATE, 5- , ful u 171' , I 5 III , ,I i U210 10-10d 0210-2 14-10d if if tW l,1I I , , 3 i 11�1':�,�� # � Idea `� �la' #�IId�� I•- �� a HEADER AND BEAM SCHEDULE OfT MARK SIZE SUPPORT NOTES EACH END U.N.O. } a�it„ la� �fr#yYj';" 1" 2-2X6 W/ 1 JACK STUD tri �� a� �u'„�;, `^/' 1 LAYER OF 1/2” PLYWOOD 1 FULL HEIGHT STUD DOUBLE 2X6 SUB FASCIA B 2-2X8 W/ 1 JACK STUD HUC48 BEAM HANGAR AT TO SUPPORT CORNERS. 1 LAYER OF 1/2 PLYWOOD 2 FULL HEIGHT STUDS EXTEND MINIMUM 6 FOOT 2-2X10 W 2 JACK STUDS 2X4 OUTLOOKERS NAILED WALL. OMEN WALL AND ADD M BACK FROM CORNERS. 1 LAYER OF 1/2" PLYWOOD 2 FULL HEIGHT STUDS TO EXISTING RAFTERS TO STUDS A NEEDED TO I I4 # FORM NEW ROOF EDGE. PROVIDE SOLID BACKING 2-2X8 BOXED W/ 1 JACK STUD R l (I p SEE SECTIONS ON S-4 ONE 2X8 TOP AND BOTTOM 2 FULL HEIGHT STUDS 2-2X10 BOXED Wf 1 JACK STUD SEE SECTIONS ON S-4 p ONE 2X8 TOP AND BOTTOM 2 FULL HEIGHT STUDS + G I 2-2X12 BOXED W/ 1 JACK STUD II ; I il2lul \ I \ m: F SEE SECTIONS ON S-4 �' A t ONE 2X8 TOP AND BOTTOM 2 FULL HEIGHT STUDS 2-2X8 p WOOD POST / WALL SEE PLAN AND SECTIONS 1 LAYER OF 1 LYWOOD 2 STUDS 2-2X10 2 FULLJACK STUDS WIITHNU210-2$HANGAR 9 I' � " STRAP BEAM TO STUDS, •I ,, t `1� ©1 V 2 — 1.75 X 9.25 LVL 3 JACK STUDS WITH TWO LSTA18 STRAPS HUC48 BEAM HANGAR AT I t © 1 WALL. OPEN WALL AND ADD K 2 — 1.75" X 11.25" LVL 3 JACK STUDS p STUDS AS NEEDED TO 2 FULL HEIGHT STUDS -- _ _ PROVIDE SOLID BACKING L 2-2X8 BOXED W/ 1 JACK STUD I ONE 2X6 TOP„ AND BOTTOM 2 FULL HEIGHT STUDS 6�`il,'� I cif r i II I t + 1 I i ~ DOUBLE 2X6 Iia 5 X NO CHANGE IS EXPECTED I ( Ol EXISTING SEAM I I FOR THESE BEAMS TO SUPPORT NOTES: 1. BEAMS NOTED ARE MINIMUM SIZE TO BE USED. a' u� BACK FROM ( EXTEND MINIM 1 2. WHERE STUDS ARE ADDED TO EXISTING WALLS, RE—NAIL SHEATHING PER GENERAL NOTES. 3. BEAMS SHOWN, SOLID ARE IN THE SAME PLANE AS THE FL00P RAFTERS. 4. HEADERS SHOWN DASHEQ ARE BELOW THE I ( PLANE OF THE FLOOR OR ROOF.- + T T ( 3monowal man man was am 5. ANY BEAMS NOT SPECIFICALLY NOTED SHALL BE STRAPPED TO STUB BELOW WITH TWO LSTA 18 STRAPS. # { — - - -- — '� -3 re) o s ti I { I toco _ _ _ _ _ a - -- - - - - - - - -- --- - - - - - - - , D 1• i I f � a�k8�u1� � d,�y � l,• S# r ' ;� I „# I H Q A I I t �- 9, a -- — - - - - - - ama It I► .... .................................................. .................... ............ ................... .......... I I { s S rr 6 ' I I J ' + + L 2X10 RAFTERS AT 16 S 't J E S-3 - - a BLOCKING AT MIDSPAN. — —— — ——— —I f I I I S-4 1 —— " ( I� — _ r — —— ff — — 2 10 AFT RS T 1 C. L..... ................. (t I t 4 t F-1 F II I I OVERBUILD 3X6 RAFTERS AT 24" O.C. I I I I ! I I...... ......................................................... ....................................NAIL FIRST NEW RAFTER _ .. I M TO EXISTING RAFTER ( V) i...... ........ . _................................................................................... ................ ........... ------------------------ -- I + ► t ! + i I I I I 2X4 OUTLOOKERS AT 24" O.C. MAX. T ..................................................—.............................................. ( NEW RAFTERS ARE EXPECTED TO BEAR ON I — — — — — — —+ WALL OR BEAM. IF I X ( I 1 ..... .. ... ................................................................................... RAFTERS FRAME INTO ...... .................. f ..' HANGAR SE U210 \ H , , I is ( • PAN, A I f i : ( I .... ........................................... ..................... �M , o I \ i I o EXISTING BEAM. BEAM \ 1© I I .... Ir � SIZE MUST BE VERIFIED ( ... ...................................... .................. ........... p- It I \: i TO BE A Q BEAM OR J - ..I ? GREATER AND A I I I CONTINUOUS OVER NEW — —— — — —— — —— — — w X SUPPORTS. IF NOT, IT I \ Q MUST BE REPLACED TO \ I X I I THIS SIZE. L�- -I-- - - --- -- -- - - -- - - - - - - - I... 4 i I' a F € C IN I " q h III I EXISTING BEAM. BEAM 1 I ( ....... . . SIZE MUST BE VERIFIED 1 I I TO BE A ® BEAM OR 1 GREATER. IF NOT, IT J II i E # !, 1 L....... :. MUST BE REPLACED TO SIZE. 101 I ( 1 THIS SIZE 1 ( ( I f - --�-- - - - - -- I po4, A L4 Sf l - -- h ° t P � al � a SECOND FLOOR AND LOW ROOF FRAMING PLAN U (( 'PER ROOF FRAMING PLAN SCALE 1/4"=l'—Om ScAl NOTES: 1. SEE ARCH FOR ALL DIMENSIONS. NOT ES: 1. SEE ARCH FOR ALL DIMENSIONS. 2. VERIFY ALL EXISTING CONDITIONS AND 01IMENSIONS 2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO START OF WORK PRIOR TO START OF WORK�[ { 4�i j� ,II �r I II i Ali '� ie,a7G I � � as i�I Vlkt i li# I I I � � � II � E I`•II I� k° I h' a Asx,• P t� ,-r m � PROVI � { I 2X RIDGE BOARD, RIPPED TO st SUPPi Iii _ 2X4 COLLAR TIES BEAR ON CEILING RAFTERS FA , AT 24" 0.C. SHI' WALL k `s f 2X6 RA ETERS AT 2'-0" 0.C. MAX.filsHEA� SEE P { q�� S yts — — — — — — — — — — " 2-2X12 CONTINUOUS, .f 2X8 NAILERS CONTINNAIL THRU NAIL TO WALL WITH ' i!! `, ONE H2.5A HURRICANE 16d NAILS AT 6" ',; CLIP AT EACH RAFTER SHEATHJG TO EACH STUD W/ O.C. ' PROVIDE 2X MEMBERS RIPPED 2X6 RAFTERS AT 3-16dNAILS OR TO BEAM W/ TWO ROWS OF t 6d NAILS AT 2'-0" O.C. MAX. TO SUPPORT NEW R,gyFI'ERS AND , + 12" O.C. t5; TOP PLATES TO STUDS, ��' SHEATHING. NAIL TO SACH ONE SPH4 AT EACH STUD I „ I, ; '' RAFTER AND BLOCKING BELOW EATHING a" , °��; — IMUS*HETEBE FI STALLED SEE BOXEDBEAM I WITH 3 16d NAILS AT 24 O.C. SHEATHING SEE NOTES SHEATHING (0N THE INTERIOR SEE NOTES (OF A WALL, EXTEND LSTA15 STRAPS SUP TO WHERE THE AT 24 O.C. SHEATHING STOPS iq,E E ,y ( �., i- i IIS i. 1� ,�, i; ,>. .�i " � ��; z CON THE OUTSIDE OF ` I' � ' " �! 'THE WALL. t � �.Id.Er q 9 �; s � If,�' i � � �- CGQNNEGT WITH [BLOCKING. 1 g7 _ EXISTING FRAMING �g , 4 I , I z PROVIDE BLOCKING /ALIGN NEW STUDS r ��,, �,,t: i � I i ,��,�Ir:�' ,;'ll��� �a# F= IS UNKNOWN IN AREA THIS ARTO SUPPORT ALL ('� x ALIGN NEW STUDS kNITH STUDS BELOW SECTION PLYWODD EDGES /AND STRAP TO w I 2X6 AT WITH STUDS BELOW STUDS BELOW WITH SCALE: 3/4"=1'-0" " a I PROVIDE 2X8 FLAT 2'-0" O.C. �, AND STRAP TO f § BLOCKING BETWEEN 2X8 NAILERS CONTIN° NAIL TO p I CON LSTA1$ STRAP RAFTERS AT 24" EACH STUD W/ 3-16d NAILS STUDS BELOW WITH ti0.T EACH STUD. O.C. TO SUPPORT OR TO BEAM W/ TWO ROWS OF ONE LSTA18 STRAP Z AT EACH STUD. NAILERS ABOVE 16d NAILS AT 12" O.C. Ln z * e >u= W Z J ZNEW 2X10 RAFTERS 2X8 NAILERS CONTIN. NAIL TO 3 EACH STUD W/ 3-16d NAILS EXISTING OR TO BEAM W/ TWO ROWS OF yp EXISTING STUD WALLS 1��6d NAILS AT 12" O.G. � PROVIDE SOLID 2X BLOCKING I I�!a, i i BELOW FLOOR AT 2'-0" O.C. NAIL SHEATHING , !.! I w TO BLOCKING AT 4" O.C. SECTION r2 LEXISTING OVER HANG SECTION " � �f0 BE REMOVED. 1 y SCALE: 3/4 =1 —0 S-3 SECTION 1' SCALE: 3/4"= -0" S-3 . DOUBLE 2X8 HIP MEMBER. " 1 �. 11, . I 2X8 NAILERS CONTIN. NAIL THRU PQST,. DOWN TO WALL WITH 4X4SCALE: 3/4 -1 —0' I SHEATHING TO EACH STUD W/ XI I NEW POST.'`STRAP HIP TO POST AND , ;. 1.. w "� 3-16d NAILS OR TO BEAM W/ POST 70 WALL WITH CS22 TWO ROWS OF 16d NAILS AT sTRAlING. 12" O.C. is PROVIDE 2X MEMBERS RIPPED TO SUPPORT NEW RATERS AND SHEATHING h � SHEATHING. NAIL TO EACH SEE NOTES r (' �• -... 2X6 RAFTERS AT I RAFTER AND BLOCKING BELOW I 12'-0" O.C. MAX. AT 24" O.C. BRACE EVERY RAFTER TO WAL1L WITH 3-16d NAILS ALIGN NEW STUDS I BELOW WITH 2X4. NAIL TO I SHEATHING WITH STUDS BELOW ROOF RAFTER TOP AND CEILII I I s 12 SEE NOTES AND STRAP TO RA e t �. FTER BOTTOM I 14 = 2X6 RAFTERS AT STUDS BELOW WITH . 2'-0" O.C. MAX. ONE LSTA18 STRAP AT EACH STUD. I I TWO CS22 STRAPS UP CQI EXISTING FRAMING I I OVER HIP MEMBER, ONE I� ' W{ ! IS UNKNOWN IN II 2�2k8 DIRECTION. 7-8d NAILS EA THIS AREA EACH STRAP. NAIL BELOW F ME POST. � — M } f . ';� �43 l a� , EXISTING ROOF FRAMING ONE H2.5A > 2-2X1 BEAM _ HURRICANE CLIP ry` i I E i b _ f AT EACH CEILING TWO H2.5A _ 9 HURRICANE CLIPS EXISTINrG WALL RAFTER AT EACH RAFTER I } STING OVER BEAM TWO CS22 STRAPS UP EXISTING OVER HANG X ( SECTION 4 N�IANG TO BE SEE TO BE REMOVED. PT4 4 POST W/ AC4 FASCIA AND COLUMN AND ONTO TOP I REMOVED. PLAN POST CAP EXCEPT SOFFIT SEE OF BEAM, ONE IN EACH AT CORNER ARCH. DIRECTION, 7-8d NAILS I t E a� � (I EACH END OF EACH STRAP. NAIL BELOW LCE4 AT CORNER POSTS MITER ON POST. AT A 45' ANGLE AND PROVIOE OVERBUILD AREA. 2X8 RIDGE BOARD SECTION 5 TWO LCE4 CONNECTORS, ONfE RIP 2X12 TO FORM SCALE: 3/4"=1'-0" g-3 TO EACH BEAM. PROVIDE AN PED " SECTION 7 PROVIDE 2X MEMBERS RIFE ROOF. SPACE AT A35 CLIP ON THE LCE4 E �� � " 24 O.C. MAX ATTACK 2x OF OVERBUILD TO ROOF I 1 TO SUPPORT EDGE OF BELOW WITH A35 CLIPS AT 24"O.C. / S-3 SCALE: 3 4 =1 —0 I a' SHEATHING. NAIL TO EACH 3- SCREW TO ROOF WITH 2— 12 X 3" RAFTER AND BLOCKING BELOW - # . I f ' O.C. SCREMS AND NAIL TO BOTTOM CHORD WITH 3-16d NAILS AT 24 WITH Z-10d NAILS. A35 My E 'CII 3 ' PROVIDE 2X8 FLAT BUCKING SECTION r,2 + .� BETWEEN RAFTERS AT 24 O.C. SCALE: 3/4"=1'-0" S-3 SOLID BLOfCKiNG EVERY OTHER I its ° TO SUPPORT 2X6 ABOVESPACE. NA& SHEATHING AT 4" Z)(4 OUTLOOKERS AT 24" O.C. O.C. TrOENAIL TO ADJACENT RAFTER. # I CLIP TO WALL WITH ONE H3 CLIP. Ill PLYWOOD TO BLOCKING AT SOLID BLOCKING EVERY OTHER SPACE. INAIL SHEATHING AT 4" O.C. r ! i s II 'II " �' O.C. 12 MAX 2X4 STUDS AT 16" O.C. _ 2X6 OUTLOOKERS AT 24" O.C. NAIL TO 2X6 TOP AND ZX4 BLOCKING BETWEEN ADD 2X4 BLOCKING IN NAIL TO EACH RAFTER. LENGTH IS BOTTOM 2ND SPACE AT 4 0 OUTLOOKERS. NAIL 3 TIMES THE OVERHANG. FASCIA SEE ARCH. PLYWOOD TO BLOCKING BLOCKING AT O.C. ONE H14 EACH RAFTER AT 4" O.C. " 2X6 OUTLOQKERS AT 24 O.C. 2'-0" NAIL TO FA NAIL SHEATHING TO STUDS ��--{ TOP PLATES TO STUDS, ONE SPH4 (N RAFTER. LENGTH OR SPH6 AT EACH STUD IS 3 TIMES "THE OVERHANG. 2X6 FLAT, NAILED THRU AND 2X6'S TOP AND SHEATFG TO BLOCKING BOTTOM WITH 8d NAILS AT FASCIA SEE ARCH. OSE H 14 EACH RAFTER BELOW WITH 3-16d NAILS 4" O.C. ALL SUPPORTS AT EACH BLOCKING PIECE TOP PLATES TO STUDS, SEE SECTION 1/S-4 t� 2 PROVIDE 2X8 IFLAT BLOCKING BETWEEN RAFITEERS AT 24" O.C. SECTION � TO SUPPORT 2X6 ABOVE 8 SECTION g SECTION 10 SECTION 11 SCALE: 3/4"=1'-0' S-3 SCALE: 3/4"=1'-0" ;-3 SCALE: 3/4"=1'-0" S-3 SCALE: 3/4"=1'-0" S-3 l�r 1 ti f1 1� VA_ NA T . STRAP EACH STUD NOT AT A HOLDOWN PT4X4 POST WiTH TO BEM WITH ONE LSTA15 STRAP ASU44 POST BASE ! 'E n " " y j _ FIINISHED FLOOR ANCHOR BOLTS SEE EXTEND THREADED ROD ANCHOR BOLT F OR W 3 C FINISHED LO 3 5 CONT. FLOOR INTO NEW C THROUGH EXISTING LIr€ FINISHED FLOOR 2—#5 CONT. W/ #3 # / # II ELL. +0'-0" STUD WALL NOTES T R G EL. +0'-0" SHAPED BARS AT 24" EL. +0'-0" SHAPED BARS AT 24" FOOTING. PROVIDE W DIA BOLTS AT 111;e O.C. O.C. HOEDOWNS AND AT 16" O.C. BETWEEN ( HOLDOWNS. °. z � E z � EXiSTiNG BEAM z GRADE G D TOP OF FTG PLUSH 2 PT2X6 SHIMS BETWEEN . z r OR SLIGHTLY FOOTING AND EXISTING BEAM o � � o ABOVE GRADE 3 r ` o t 2—#5 CONT. W 3 AT r .t 2'-0y 24 O.C. SHORT WAY o z 3—#5 CONT. W/ #3 AT 24" O.C. I 1 0 SHORT WAY MIN V-4" MIN SE- TION r52'-0" FTG SHLL4 E7 A SCALE: ff i/4 =1 —0" S-4 MIN OFA 12"BTIH CK, 'It SECTIONAND THE * SECTION 3 4 SHALL BE BA 4NM SECTION 6 OF 12" BEL01 SCALE: 3/4"=1'-0" S-4 SCALE: 3/4"=1'-0" S-4 GRADE SCALE: 3/4"=1'-0" S-4 I t a x. i 2X4 OUTLOOKERS ] 1 LSTA15 STRAPS. . lfi' I t�lik X >Q 1 , NAIL TO SIDE OF I STUD AND BEND Ali Ilv "� h " `ip i ;i 6 11 is n CS22 STRAPS OVER BEAMS, LONG OVER TOP PLATt ENOUGH TO BEND OVER TOP AND NAIL. SPA SPH8 STUD TO PLATE PLATE AND, A MIN OF 7-8d AT 16" D.C. MAX. It ' TIES AT FULL HEIGHT NAILS INTO EAQH SIDE OF BEAM. STAGGER SIDE 0 if c I 1 I, � ,� t STUDS AT 16 O.C. FILL EVERY OTHER HOLE WITH 8d SIDE. 1 I, t NAIL. 1 �hIyl �I €ifs { s i�f{I-. 2-2X8 BOXED W/ A 2-2Nf� BOXED W/ Ai- {; 2X8 TOP AND BOTTOM 2X8 fi0P AND BOTTOM „p s .................. ...................... x S@i., Itl C �>I J EI 2 —2X8 BOXED W/ A2—2X8 W/ Q 2X8 TOP AND BOTTOM 2X8 TOP AND BOTTOIM, ��k,�i�. �I Ia•i 2—LSTA15 STRAWS — .. 1 LSTA15 STRAP .. ' , CS22. STRAPS. EXTEND] MIN `-. EACH END OF TO. EACH STUD' It'lli °� CS22 �SRAPS. ` 1JD MIN— BEAMS TYPICAL I Ix » .. B ABOVE BEAM'. EM�€R ` q 2—LSTA15 STRAPS 10 ONTO SILL _.MEMBER EACH END OF 10" ONTO SILL M t..' `..: STAGGER:: SIDE TO OF STRAP'WITH 7�8d MNCHi D EACH END. NAIL EACH END BEAMS TYPICAL OF STRAP- WITH- -7-8d MIN SIDE,.-OF �t�AM DOUBLE 2X8 SILL TEND M EVERY HOLE,-"-.NAIL ` � REST AT WINDOWS W CS22 STRAPS -DOUBLE 2X8``SILLS IN .. i IN EVERY HOLE. NAIL ES / EVERY -OTHER A35 CLIP EACH AP IN EVER ER N :.. `.-. `�. AND BEND AROtW D 10" ONTO SILL END OF ,� y `� AT WINDOWS W ��' ,�Oy 1 " OF.=STR EVERY. WHERE NEW OF STRAP IN END N A35 CLIP EACH SOLE. TUDS BEAR 0 . EXISTING WADS, NEW STUDS HOLE. ��--�-.. � NAIL `-.. LJ STUD AT CORNER. all WILL ALIGN W#TH STUDS EACH END OF §TRAP WITH END t E t BELOW AND STRAP TOGETHER 7-8d MIN IN E0r'ERY HOL . USING CS22 STRAPPNG. NAIL REST OF &TRAP IN s 0" ONTO EACH CS22 STRAPS. EXTEND MIN EVERY OTHER HLOLE- ilt { �. EXTEND MIN STUD. NAIL EACH END OF . 10" ONTO SILL MEMBER �, SO D BLOC NG STRAP WITH 7-8d MIN IN AND BEND AROUND END OF S(PLID BLOCKING 1—LS 15 ST PS WH RE SHO N II I SOLI BLOCKi G— I EVERY HOLE. NAIL REST OF STUD AT CORNER. NAIL MHERE SHOWN EACH STUD A )VE i{ B WIN EACH END OF STRAP WITH BEAM STAGGE Y OTHER HOLE. t i STRAP IN EVL 7-8d MIN IN EVERY HOLE. 0 SIDE NAIL REST OF STRAP IN SIDE NEW NEW EVERY OTHER HOLE. STUD i x{� r' STUD �LL WALL WALL 2-2X12 BOXED W / EXISTING EXISTING 2X8 TOP AND BOTTOM{ STUD WALLt ' i II ;' STUD % PROVIDE SOLID 2X WALL ._ BLOCKING E --' 2—LSTA18 STRAP MIK CS ST X36" � ����.- EACH END OF _::�- LO EACH SID Vii, LO yy�{ S LVL STUDS ARE LVL STUDS ARE BEAM TYPICAL OF BEAM AT 2 —0 P IN HATCHED HA1TtQHED S �s If ' TOO BLOCKING ATH14 G SCA 2—LSTA15 STRAPS O.C. EACH END OF 2-2X1 BOXED I A BEAMS TYPICAL 2X8 T AND OM. it 11 PROVII SOLID I ADD::::FIVE Si BLOCK 4 G DOWN 10 UNDER. END ®F WINDOI I OPENIN BEAM IN. EXIS,fiING , WALL I t ` HDU4 HOLDOWN SPH8 STUD TIES aL _ — I HDU4 HOEDOWN I f HDU4 HOLDOWNS —J l— EXISTING EXI TING L o o a o 0 0 �— —� FOUNDATION D a _ F NDATION f-- SEC�1N 1 CORNER STUDS y SECTION V 1 ' a { i I N cn cn ARE LVL'S t' LVL STUDS ARE 1.75 2 SCALE: 1/2" 1'—O' 5-4 � —� —' —� > X 7.25" MEMBERS AND > — — — — �I L — — — J > > > > SCALE: i/2 =1 —0 S-4 ARE FULL HEIGHT � N N N •— LVL STUDS ARE 1.75" X 7.25" MEMBERS AND ARE FULL HEIGHT $ HDU4 HOLDOWNS HDU4 HOLDOWN HDU4 HDU4 HOLDOWN 4 .2 lm f I DIA AB DIA AB 4 i .14 i I — — — — — — — — — — — — — — — — — CORNER STUDS ARE LVL'S Y jij f y%,, h 4 I