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65 Shell St New home Plans 00 a � �O N OO ' y � c � � W �/ W I W1,4x P I, i W Q Q I I , n I. I } , jy+ i r a } i I - fil ti - e ' t } y I K. r ,.. , '..r.v ,. r,,.a.:..x 4 .zr•M .., 2 �.. �, ..xs•.,,,,, ,. .... c .F. ... .:, ,. + .,. ti,. 5w+8. .r .. ._.-.m ,, „n - a > f , n:. 5... �c'w ... Y ,' w v- t 4 `� 5.- f' �. . .,fie 4 t :;• a.a..:: ,T. ;e'."fie. �;, ,r,.w, r._'..^.., sa. ,.._.Y+ .__'°::.. °.. _.._..__. ._.. .•,. ; ' 01! ur a w , ' _ v a I i g r a y a AA C" 1111A I �r r. z , u , x , _ , 7 : r ■ _ d ti S q c x I i i r .x 44 } } 1. 1 e fi tt y 4 t 'i £ , IEMu` y X t 4' £ j , 2 •L* I , a. , f V V II ? TPa < F 3 V w, ix « • U , u ' a r r NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE VIEW FROM\ - SOUTH CONCEPTUAL IN NATURE AND NOT INTENDED TO VIEW FROM SOUTHWEST REPRESENT EXACT APPEARANCE. ,5y Y� GENERAL PROJECT f�-OTES : � - DRAWING INDEX . a ` t x . THE ATTACHED DRAWINGS DESCRIBE THE PROPOSED CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE IN ATLANTIC BEACH, FLORIDA. a ARCHITECTURAL DRAWINGS: THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS OF THE FLORIDA` 13UILDING , - CODE, RESIDENTIAL— 2010 EDITION (FBC), THE 2011 EDITION OF THE NATIONAL ELECTRIC CODE THE 2009 EDITION "0 F THE NFPA SHEET C= COVER SAFETY CODE THE 2010 FLORIDA FIRE PREVENTION CODE, AND ALL PERTINENT ZONING REGULATIONSOF THE CITY OF SHEET 1 .0— EXISTING SURVEY AND SITE PLANS 101 LIFE SA _ AI� ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHETHER REFERENCED HEREIN OR NOT MUST BE OBSERVED SHEET 1 .1 — STORMWATER RETENTION P M9i , THROUGHOUT THE CONSTRUCTION PROCESS. SHEET 2— FIRST FLOOR PLANS �I SHEET 3_ SECOND FLOOR PLANS ZONING INFORMATION: SHEET 4 FOUNDATION PLAN • SHEET 5= ROOF PLANS • THE BUILDING DESCRIBED HEREIN IS A SINGLE FAMILY RESIDENCE TO BE CONSTRUCTED ON SHELL STREET ON LOT 6, BLOCK 7, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. SHEET 6_ BUILDING ELEVATIONS } OCEAN GROVE, UNIT N0. 1 , AS RECORDED IN PLAT BOOK 15, PAGE 82, 0 SHEET 7= BUILDING ELEVATIONS u SHEET 8= BUILDING SECTIONS L I " x a 1 THE PROPERTY IS ZONED "RS-1 ". A SINGLE BUILDING IS TO BE CONSTRUCTED ON THE PROPERTY. SITE DEVELOPMENT MAY { p SHEET 9= BUILDING SECTIONS INCLUDE A SMALL SWIMMING POOL. THE BUILDING HEIGHT IS TO BE APPROXIMATELY 31 '-6" ABOVE FINISHED GRADE. SHEET 10— BUILDING SECTIONS ALL SETBACK REQUIREMENTS ARE TO BE MET OR EXCEEDED. SHEET 1 1 — BUILDING SECTIONS AND DETAILS PROTECTED THROUGHOUT _ THE EXISTING SITE IS VACANT AND CLEARED. EXISTING TREES WILL BE RETAINED AS POSSIBLE AND f _ � , I o r � SHEET 12WALL SECTIONS AND DETAILS � CONSTRUCTION WITH WOODEN GUARDS SPACED MINIMUM 5' FROM THE TREE. SHEET 14 PERSPECTIVE VIEWS 250 SF WILL BE COVERED BY 2 584 SF OF IMPERVIOUS AREA TO ACHIEVE 49.2% COVERAGE. EXISTING - ' b THE TOTAL SITE AREA OF 5, ° ' SHEET 15= SCHEDULES ra' DRAINAGE PATTERNS WILL BE MAINTAINED EXCEPT THAT NEW SWALES WILL BE CREATED AROUND THE BUILDING TO DIRECT STORM SHEET 16= ELECTRICAL PLANS WATER TO DEPRESSIONS FOR TEMPORARY RETENTION AND PERCOLATION INTO SANDY SOILS. Mill �illillillilliBUILDING INFORMATION: _ t 4 THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, GROUP R-3. THE PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V—B OVER TWO STORIES. , �� ®p - - n THE BUILDING STRUCTURE WILL GENERALLY CONSIST OF PREFABRICATED WOOD ROOF TRUSSES WITH SOME CONVENTIONAL BWOOD , � � � COVER ROOF FRAMING OVER 2X6 WOOD STUD WALLS SUPPORTING WOOD FLOOR TRUSSES. ALL STRUCTURE WILL BE SUPPORTED CONCRETE SLAB POURED OVER FILL BETWEEN PERIMETER CMU STEM WALLS OVER A REINFORCED CONCRETE FOUNDATION SYSTEM. SEE STRUCTURAL ENGINEERING DRAWINGS FOR STRUCTURAL DETAIL. THE HOUSE IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITHOUT STORM PROTECTION FOR WALL OPENINGS. SEE II ". STRUCTURAL DRAWINGS FOR WINDOW PRESSURE DETAIL. x r BUILDING AREA TABULATIONS: u PROPOSED CONDITIONED AREA: FIRST FLOOR = 1527 GSF SECOND FLOOR = 1800 GSF 02-23-15 i, I TOTAL = 3327 GSF ' ADDITIONAL ENCLOSED AREA AT GARAGE: '� " } a •' FIRST FLOOR = 394 GSF JA." W DUPREE III :ARC I�E�T . �II :-AR-001 X382 ADDITIONAL COVERED PORCH: FIRST FLOOR = 280 GSF 3 , 1�• !s IIr w . . , ,. TOTAL COVERED AREA= 4001 GSF _: oI 50'-0„ N N O - -� ,:,jrt':t'}, };S •;,rµea...,a, _:raxex,?k7, ;: a�';:: .v,5a *4# m„q,arocrx.: +raax, ....N � o M 1 € ° PROPERTY LINE Q , , gA- am , . _ ,wry.r• . { _ _ - N , 1-f� T V'111ti,; 14' Q" of 14' 0° 5, p„ � � � �a.'�r` f -fz•ezrr� „s.:t-urs +: :;•�„xF' +a>a,,'•t.s-r.' - me+ .r ':. ..�!,a'..` ;'�.`..•�` �.qe_,. �'.e t� '� .mra�, W U 14;r. +a y v P 88 W 1 , 6 HIGH WOODEN PRIVACY FENCE rT ... .. --,-, � ✓ .:_F'7l' 'S ' \ \ .\,.\ .\ J _ i� F.°w; \`\,\ \' \\ \' SURROUND i r / / V1 ' POOL ,m \ \ \ \\\' \ o ^ , PLAT THEkEOF RECORDED IN W AN } � wT I'N0, [' ACCORDI NGT THE BLOCK �9R._VLSCOONR*> . , \. r ,:.. \., /AR f R POOL o H U d L.. .. ,. ,.,. _.... ... :, - ..fin.: ..:�+a - ,.3xu $_ :. •,\ ,\ .\ ,, .\ \ . ,.-- , , -.. '. � NT PUBLIC 'RECORD FLORIDA , \. \, POOL \ / FLAT' BOW � 5 _ `. 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CONCRETE APRON \ d 3 '- J „a . , — N Ir FtlCsc�IWNi o r r ` I - 16 -0" 0 „ . :; ,: ME a ' 0 IRON PIPE OR RQD 1 0.:f M.ER501 S RE ] E y aCEfll, i .F�41D -. W :. _ ._ (904 6.3 4.' FAX �; '1 ;" 3 ' L` ._� � ;'.€-�a+a.�.w :.- �, � -,sem, ,� 'v \. gy CHH � TEI.EPHQN em.�It, a kJax ca i,corn: xY !T " LB 799 `` a - - .: v ••:`y,. .: -,M : :ice: ,a ' - .�.3.-✓sxc.'. 'Sss. - cRoss cur rrl cau ERA- Nt 'fES, '"-„ ,1:.: •._ .,. ''t^J t._.Y ;w„$-''S ',: " ,•ate '"�" ' X_X FENCE f,) VS is a Boundary, survey. 52 SF TOTAL SITE AREA: 50 2. r4o abstt'a t of .71 furnishdd. tv, 32$ As fest' clei�e�rfliried trc�rr► an 3, fwta� c�astrQd fpr �sern ►I#s, C$r#� ae�rk IMPERVIOUS SITE AREA: 41 8v 16 ins e�#fin of 'f tob-d 1n*rUr'0nC,e Fate h, Bay � �t ��oeing�: N/A LOUIS �3. Nb. � 2 SF � �erkiFi>ac1E� Nt�.. 4QD9 ''' MAIN HOUSE 270 t Map:, 720CJ75 (}4'09 h Nat vatid unless Surveyor`s Profen oral SiiryVj6i, rc' m oer� SURROUND Offiiol Seol<. is°embQecS FOOTPRINT 20 SIF sated 6-3-13, the lands/house Mate d ltK�r�da D - herein. ' FRONT WALK 130 SF suNa d tie in 'Zane X � .q � •73.19 --- %� 3 �n= U' DATE: 1122-13 FIEND BaaK 725 A E7 t�� o s w�: ORIXR F REAR TERRACE 119 SF � tY� S .E. - � = TOTAL SITE POOL SURROUND 45 S TOTAL 2584 SF 49.2% OF V 3 '' A AND !! ,,. ,�;ATiM, ',ilk ,a�P.ai�},wu-4h-,.�•a�.,.M�".$�_ ':�3�.4:a.v,m :da��,.x 4.'�',�K!�� j9 ., ., FR�s�.z,.��`-:F1,.,.:i.•„m;"x' -rz.da.�' iz. - �� 1:`#N;+ S I + I - . . URVEY w SITE PLAN b Ill IMPERVIOUS L_j L COPY SURVEN r SITE PLAN !a ARE A WITH I, DIMUN SIONS1 " 0 I" 03-10-15 �I , I i 1 S ISI , p L 0 T 300 a � � N � � o _ N00 MAP SHOWING SURVEY OF U 18::1 ° !Tial '` CASEMENT AS RECORDED IN PLAT BOOK 1� PAGE 82 OF THE CURRENT Tod' b BLOC 'figg OCEAN GROVE UNIT ��Jm � $ �4 PUBLIC EcRs at3�r COUNT-ftFLORIDA. Com J X111 D w x O y� -- .� i .�.._. 5U . O() * -- ,- _.-._.� _- r_ � Date: 3/10/2015 �C o 33 -0 ,. ,.�. � . w w a � N o [� e , , _• ~ , -- � P- 1 U . /2 Public Works Department _ 1 E S W p o 2 / o �i w �'' _g• -0 REAR TERRACE POOL Q 't y I Atl11tIC gc'�C1 N x w .�• `O 0./ � / � � 1 Permit No: ,�XXXX�C l- ' 0- Address: 65 SHELL STREET j D i - � — 1 Required Storage Volume c� Criteria: ,g_ -' Section 24-fib of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be I -`-� LIVING �- 0 stored on site. Volume of Runoff is defined as follows: DEN '� J n ' ±6- ---------- Where- � V = OAR/12 a Where: V = 1lolume of Runoff u C = Coefficient of Runoff 0 STOR G 3t F A = Area of lot insquare feet W a _ �. R= 25- r f 24-hr rainfall depth .3-inches for Atlantic Beach) Y p ( O V DINING C � Predevelopment Runoff Volume: Pk Lot Area A - 5 1250 ftQ I ARc n Ori° KITCHEN - ❑ S AIR Runoff Coefficient }� Area Lot Area —— — I O (DE` ,�2 �2a�n YYtd u/-rn PA TRY / Description ( t V 7 /�' / LAUNDRY a / AlH i. I �[ 0 °I . Impervious 1,Q50 5,250 1.00 0.20 rz' �l CLOSET - / Pervious 4,200 5,2,50 0.20 0,16; n = 3.6 U - / Runoff Coefficient (C) �. , — BEDROOM 1 }o. Runoff Volume V = 0.36 x 51256 x 9.3 / 12 C — M d /f ' . GARAGE FOYER V = ,465 ft3 �n i� . o Volume: Postdevelopment Runoff Vo um / - j s ¢ - - - - - - Lot Area (A) = 5,250 ft2 � , FMI0� II Runoff Coefficient SHUTTERED IR I o- Area LotrArea 1 I I I PORCH L ft2 ft2\ "C" V1ftd "C" Description ( { , _ I ❑� I I1_0 I m pervious 2,564 5, 50 1.00 0.49 4� :5 A�45 L L 4 /W Pervious 21666 5,250 0.20 0.10 - —- � yy,r Runoff�Coefficient (C) = 0.59 / �I— MSI—IE •/YQ� - �O \G� 2�O �F .. R c,v c.K,�-a .4�✓c s.s� ,3a� /4V 77 i o I= 1` # I=1 @ i 6' ,i G�►�� Runoff Volume I- - '-a� V - 0.59 x 51250 x 9.3 / 12 - - o V = 2,416 ftp - - L ITIE] Required Storage Volume CD STORAGE=32 SF �.4'=,2 GU Fr DV = Postdevelopment Runoff Volume - Predevelapment Runoff Volume ta• -g• DV = 21416 - 11465 N a, 1 R 1 _ 4 zkHIN A. DURDEN �� o . DV = 951 ft3 �\ ASSOCI ATES .w W � E INC. 0 10 REGISTERED SURVEYOR NO. 1674 FLA. Ij �� /1„R � _ LAND & HYDROGRAPHIC j� �' �D�, - -__SURVEYORS 350Retention 65 SHELL STREET Retention- 031015.xls 3/10/2015 S SIGNED GX�.GL�G 25 19�Z y ( i4 o) POST OFFICE BOX !10670---�,,� - JACKSONVILLE BEACH, FLA. SCALE: 51 4' 8' 16 L L ORDER NO. 5E 0--T ' r+324 (40,0 FOOT RIGHT— OF—WAY) REQUIRE,D STORWATER s STORAGE CALCULATION PO T—DEVELOPMENT SITE PLANSTORMWATER PRE-DEVELOPMENT SITE PLAN RETENTION RE PLAN SITE AREA= 5250 SF ASSUMED TO BE FLAT COPY PRE-- DEVELOPMENT IMPERVIOUS AREA 1 050 SF POS DEVELOPMENT IMPERVIOUS AREA= 2584 SF a ONSITE STORMWATER STORAGE REQUIRED PER COAB EXCELL CALCULATION = 951 CU FT STORAGE PROVIDED = 03—� 0—� 5 1 CU FT + 44 CU FT F+ 16-7 C U FT DAME N D P EE III _ ," - ARCHIT�CT 2 CU I I FT ;-�_AR-0010382 + 301 CU FT= 951 CU FT I 35'-0" 16'-0" 6'-0" 13'-0" QNQ N 1 4 U � ® � `o o W Z w a"1'-7" 14'-92" 4'-72" I~i �i 7t CONCRETE -1' 6" w 01 AND STOOP W ►yC STEPS — - — — — — - — — — — - — — — — - - — — 4'-32„ 3,-4" 3,_4„ 3,_4„ _g2" 2'- - 3'-2" 3'-2° 3,_74„ Q � ON 16 1 oi4 �13 ( 1344 12 11 10 cn i „ - - - O - ---- ' ------------- - - ; z 1 -32 4'-3" 12'-111" ® BASE I j � ! I I ! ; ! ; !, `tS I ON a CABS - . 1 / �- `TO 36" ' - -' - - -- - --- I Q-I %' _ . 7 AFF, 1 N 2 r4 ---r: . �- ------ _.__._ _ i _ LI ING �'' I - 8 I VAULT DCEILING/; ; CD2 EMERGENCY __j Q I, III t o i i _ ! i / ESCAPE D N INDOW - - -- ----------- ------ ---- ----I- - ------ -----'- '' ------ f w ."� I I, ! ao ✓ I I d N / o Z TV. 12 10 I I I I o ;. r 4 I i : 18 ' %/ I %' NICHE BASE %' f. ! , / /; N ' CABS TO 35 L i _ 2' j it /711 2 4'-102 / o ro I , I 16, o-' - r - I - , / I � � DINING ' �11 � f - 10'-6 19 ro I �1 ` i f:._... a - j I ' I , - 1 I -_ --CANTI EVENT OVER KNEE-SFACE - -- - -- -- - li , - / BASE CAB -- -- ° o o � o DW CD II I,l!J TO 36 AF i r II , 2 � 7 -6 3 3- l` % _ ASE KITCHEN '�' - ',//_/ a -9 @1 - - - �I <2 0> - - - w 0 3 8 I � 2'-6" 4'-8" 3'-11 10R@7 9/ 2"=:6'-15/16" m II S AIR BASE CABS i; `/ % 1'—10"' �N — — 1 1 % co �0 OVENS TO 36" AFF REF f: \ / i IT�\ _UPPER CABS _._ ' (Y Ln � N ---_ / 4 / •� -- /f//' '%i//. /`,'f !s' f— ff PA TRY UP R CABs p p" L/ 7 0" 25 A CABS LAUNDRY(09 .;, ., , '- '.. ;/ f _ 3' Lu Z�sw w TO 6" AFF ;Z: LINEAR 'pRA i 1 „ I r I 21 c-) .t; o co V) 4 5 0 --- -----, — ` ?) Ln N � SINK ----I � I I I 2' 1 2 2'-6" ,, .3'-,4 _ - D i W I ; SINK I j f I - 4-, f 1 I IC LOS T SHOWER - / NICHE — — — — =*—. 1 f DRYE -1 - ROD/SHELF I _ _. L J o - 'IN - I „ EXHAUST CLOSET = - -- —I — — — — / BENCH /1/////x /// /// /`// if'{%/ ' 1„ ; � 2 82 r r '±p' 040" , 6 ,- BEDR00 1 DRYER EXHAUST MAY PASS CONCR'TE- 03 THROUGH CLOSET AS STOOP // —' 4 22 THICKENED SHELF AND f — -- ----__ ___- _ _.-_� - - — I 0 it 1 f 1 6 A d 4'-1" 2'-0" 11 11" bN I GA RAG E F Y R ---- I � I' 23 i --- --- --- - 1 EMERGENCY - 3 ESCAPE ! i i WINDOW `� � N I , I i I � / ,, / 26 '� - f 1 2 N ' 12 1 / ,' O W �xT ' �! / L11 , — I I �, _ � / -92" -2' 4'-10" 2 9" 2 I I I I - I - --- - 3'-9" 6 .-,�0" � 3'-6' I I ;.r, d- m LnI 2 4 8' ---- i f N ro % II S UTTERED I � = - w Z I �N ----...- - - ---- -- ------0 / °o ' I I P RCI--I -8 1 2" 4 �! ff; / / _ //: / ' --- -r- w / / I i i I SIN FIRST FLOOR 91 !L 9I I I I o1 Lu To \ I . . ; ___j ¢ �I F3 i I I 1 24 I4� �» �� PLANS I =3" 3 -8 BAHA A BAHAMA 7 CN m v 1 -� — SHUTTER OVER SHUTTER OVER - - - - - 1-2—=— Ill d- N %//. 'f FF NOTE: ALL W S ARE C PO ED OF C ' —!IIS- __I� — _ o WOOD STU 16 TERS 1 _I' C vER _ ;_ 1 HATCHED ALLS AR X6 STUDS. C i —' — — # o I 2' 4'-9 1'-2''-2' 4'-10" -2 4'-9° UNHAT ED WALLS RE 2X4 STUDS. C -1 D — -u— l-I- T11 _ - _ _ �T 12X12 TIMBER OR _ C Ili "}— — fl HARDIE SHEETS OVER _ cV PLYWOOD OVER PT FRAMING �! 03-03-15 Com`= _0 1__F1 2° 112„ mmi1Z;1 Lo 4, 4'-7„ 1,-4, 4,-8„ 1 -qry} 4'-7„ Ll'-4'-4 l 16'-62" 18'-52" ,y Ir JAM11 W, it}r lr r 35'-0" ARD I'I i r;;T i �5 r} moi'• � r �2f `�� , FIRST FLOOR PLAN FIRST FLOOR DIMENSION PLAN , I I hf' N M O N 00 000 ; M i f N 4 35'-0" A E--+ F-- i—+ 1 W oCD 16'-0" -1 9'-0" , , - --------- - -- - -- - -� - -- ----- --- -- ----- - - - -. --- - W w --- ----- ----- ------ ------ ----- ---- ------ - I � 2'-8" 3'-2" 7'-4" 3'_Z„ 2,-8„ i 36 `� I i d- 38 37 f' ;ft:t ' / W �:i Q Q W N CN All N N MAS--ER 3 ROOF BELOW 41 BEDIR O O M I ! I I Z._8„ VAULTED CEILING 1 EMERGENCY I 34 :� � ESCAPE00 r. W I WINDOW +I I N EY V 1 CN -62 71-0" C38 ) 71n ,- 1 I 7- if ' LINEN' - - - - - - - - - - - - - - f N i' SHELVES f Ho Ln 4 4 w 0 36" AFF 34 � O MASTER I � 81,, 5'- S-81 „ ' 45 I MASTE CLOSET I 3 `� ._ ,, ,' ; o O In BATH ` - - - - - I T o 10 C" 2'-0" ! r 33 32 , fi 46 _ '°.y,. ; 3 —6 \,\ 0 0 0 713 n a o 0 0 " TUB - - t L36l\ o 00000 00 0o c� I W I i 36" AFF I 8 1'-6" p bN `�I 10 7 9/ 2" 6' 15/16" S AIR I I ' I HVAC 32 i � _ i o 0 0 0 0 0 0 0 0 0 i Fr-1 BENCH SHOWER �� - - l _ 000 0 000 0 { i 1' 6" f 9 @1 " @18" m N / I" '1 AFF Z ` 1f, ,i� f , t .:,/. / 'r, ' ,/i" 10R@7 9/ 2" 6'-15/16"' „.: BENCH @18"AFF / ° 1 /'` "' ILI 17 7 77 00 i I k 0",, i :` 36" A - - - - - � _ r - r -= i ----, d �j , .. I �N I j l i y N SHOWER CLOSET » �..__ -�' 8'4" CLNG 1 i i s' 1- -- - - 3'-11" / 7'-2 -4� o I 6 31 lrTH 3 I - ---- - 00 ro - 4 I - - 9'0" CLNG 30 29 I I ( L - F __=� t o LINEA RAIN I ( � SIV /,77/ /, ,'/r! f !% o --- - -- D - .' 4 �;, 3, 101„ ! / / / .-. s """1111 Y 6 �� ,may- �, 409 ---, - ; ------ \\/,, SKUTTLE ,. -- -� --------------- t.1 -- --._.._ # ES — -- - 6 ETWEEN T 1 T/1 i I WITH TV , - -- ( i „ CLOSET SHELVES � N , ,I I BEDO M 3 I BATH I N v TYPICA 24 ;� SHELVES 27 �` T r /' 2'-0" ,3Z3 3 - 2 9'0" CLNG ' 6� �,� — i ,A 50 I - EMERGEN_CY LOSET /_ , m SHOWER -' �O' f N ESCAPE 4D o r� _ II N % d j r M WINDOW r w ' ,, , ,// / i'i,/ 39 — — — — — 36" AFF w !, 1 „ " : — — # — — i/. /i =_� W t` E —51 53 25 i' 2 -8 5'-4" 5'-4" 2'-8 i / /' ,,//f 'i f 3'-7" 5,-42„ 5,-62„ 3,-6„ �, 2 -2 IN f a I EMER ENCY j � � >0 � `�� " �' � � � ESCAP 5 4 WINDO I`= 1 i f f " _ n " ! ROOF BELOW , 1 � �--- BEDROO -, VAULTED CEILING f I i / ! 2'-81" ai i SECOND - Ln FLOOR PLANS 55 (� ;;> - 59 - / �\ X - - - - NOTE: ALL WALLS E COMP ED OF � WOOD S 0 16 ENTERS. { 1 I HATCHED S ARE X6 STUDS. TRS'I IS B LOW _., 57 ! -- --J UNHATCHED ALLS AR 2X4 STUDS. - ;--1 3'-3" 6' 3" I ' 03-03-15 r --L,,- 6,-3„ 6, 6„ 3> { u' 16'-0" 19,-o, r r ( I R ),iI c' SECOND FLOOR PLAN SECOND FLOOR DIMENSION PLAN 35-0" `p N oMo odp E—I N 4 1 [-•I N F-•-� H N u F Cw/1 2zZZ > z Jew who tl i' f, IL r ~ 77Z 9/12 SLOPE 9/12 SLOPE / w w f,; J 9 12 SLOPE 9/12 SLOPE ;' o ,/ I- SCISSOR WITH SCISSOR WITH ; Ln o SCISSOR WITH SCISSOR WITH F f' ; Q VAULT BELOW VAULT BELOW VAULT BELOW VAULT BELOW r_ I �' f' i' w w N O I �� '�, N Q Q --ry 10 N , % N j ` � i' \ J d- LLJ /x con / - � I 1 r .. N ''' r - - - - - - - - -- - -- - - - - - - - - r - - - - - - - - - - - - - - - Li i O / � I / _j - , i 0'' I O �d SCUTTLE FOR ATTIC ACCESS SCUTTLE FOR ATTIC ACCESS I w - , J 8 r` N i � � �.•- I � N I I 9/12 SLOPE �`�� i I 9/12 SLOPE 9/12 SLOP 9/12 SLOPE I ` vP PLL j I — i' I I W I T I I7=1 � II 11 , � . ,�1 z_ iii j /ri/ T i i/f_';;iii �•-+ o i 2.5/12 SLOPE i ILn III I 2.5/12 SLOE II Z II Ll'-41 . 11 PROBABLE LOCATION OF _4.{ PROBABLE LOCATION OF � ' I I AIR HANDLER AT ATTIC r, - - { AIR HANDLER AT ATTIC - �/ /� � { 9/12 SLOPE 9/12 SLOPE { 9/12 SLOP 9/12 SLOPE II — I I I I - ``' I of BEY o �y I I I I N II �� o -I I N - - NOTE: PROVIDE OPEN AREA AT NOTE: f w t w ( PROVIDE OPEN AREA AT ; O CENTRAL ZONE OF TRUSSES CENTRAL ZONE OF TRUSSES DEC RATIVE ALUMINU FINIAL - �- AND BOTTOM CHORD LOADING o I AND BOTTOM CHORD LOADING SUCH AS "THE CA TIVA" BY COPPERCRAFT 1 ` FOR ATTIC STORAGE CAPABILITY DECORATIVE ALUMINUM FINIAL I -0 ; N u ;` WHERE PRACTICAL. SUCH AS "THE CAPTIVA" BY COPPERCRAFT I FOR ATTIC STORAGE CAPABILITY ATTR HED 0 TOP F ROOF. j , _ I WHERE PRACTICAL. : SEE ELEVATIONS' L ATIONS' ATTACHED TO TOP OF ROOF. -O I N SEE ELEVATIONS. I \ I I II k = ---- /, — L - - - - - - - —-- ' - - -- EO -.. Li N Q a 0 a "" a S = zzII II o II - -- - 2' 4, 8' - I I S w LLJ o 0- A w w0 J a_ O C) N 9/12 SLOPE 9/12 SLOPE FCo ILI a ROOF a N 9/12 SLOPE 9/12 SLOPE I IFY �, Ln SCISSOR WITH SCISSOR WITH PLANS In VAULT BELOW VAULT BELOW SCISSOR WITH SCISSOR WITH Ln VAULT BELOW VAULT BELOW i OL cI% /; ,. N O T o N DECORATIVE ALUMINUM FINIAL N DECORATIVE ALUMINUM FINIAL SUCH AS "THE CAPTIVA" BY COPPERCRAFT SUCH AS "THE CAPTIVA" BY COPPERCRAFT ._0 ,_O ATTACHED TO TOP OF ROOF. ATTACHED TO TOP OF ROOF. SEE ELEVATIONS. -O -O SEE ELEVATIONS. 02-20-15 Emil 16'-0" 19'-0" E' x r V A iri 11()382 3f t� �s j O c 0 U 2 METAL CAP WITH SPARK ARRESTOR TO BE SELECTED AS COMPATIBLE WITH FIREPLACE FLUE DECORATIVE ALUMINUM FINIAL W � U � � o � DECORATIVE ALUMINUM FINIAL i HARDIE SHEET SIDING TO EXTEND UP CHIMNEY W W W U N i WITH 1X4 TRIM AT CORNERS TOP STANDING SEAM GALVALUME METAL ROOF EDGE BATTEN HERE 2X KILN DRIED PT WOOD W Q Q W N 1 2 FLARED OUT WITH ARC CUT TO MEET END OF 9 FACE TRIM BELOW OUTLOOKERS TYPICAL AT GABLES O 00 a w � aN 3 -2 11" 1 2.5 Wi I I � d I _ © © CIO] O O O D O U CEMENTITIOUS SHEET SIDING Ln M`' WITH 2X4 BATTENS AT CORNERS -i M i �u 32 I CEMENTITIOUS SHEET SIDING DECORATIVE WOOD OR COMPOSITE SHUTTERS WITH 1X4 BATTENS OVER VERTICAL JOINTS HARDIE OR AZEK TRIM WITH CAP FLASHING Q FIXED SHUTTERS AT TRANSOM STANDING SEAM GALVALUME METAL ROOF OPERABLE BAHAMA SHUTTERS O WALL SCONCES O w CEMENTITIOUS SHEET SIDING STONE FLOOR AND EDGING WITH 2X4 BATTENS AT CORNERS PAINTED STUCCO OVER CMU KILN DRIED PAINTED PRESSURE TREATED PINE TRELLI �9 U j STUCCO COVERED CMU1EE STONE COVERED FORMED CONCRETE STEPS. U - MAX 3 RISERS AND NO RAILING DECORATIVE SOLID WOOD DOOR STUCCO COVERED CMU STEPPED OUT TO.CREATE PIER BASES V 1 _ SOUTH ELEVATION PITCH CHANGE AT METAL ROOF r T, w S - l I I� I I I I I I N I 1 1 i 'P I it ! I II EDGE BATTEN HERE 2X KILI DRIED PT WOOD I I I ' FLARED OUT WITH ARC CUT TO MEET END OF FACE TRIM BELOW OUTLOOKERS PICAL AT GABLES I 12 i I I 6 b ONE PIECE HPApER TRIM -- - -- - - - i I `V j j I ' l ❑ I ■ ! ❑ ! ❑ F1 j i 1 i I i 1 I � I I i I j I I I i ; l i . it II f 11 I ❑lul I I ' I I ii � f 1 it ao O O it O O I f ^ f 8' a, � I I I ; 2 `t I 12 1 � '„ s I I SIN 7 i ---- j BUILDING fxt, ELEVATIONS LlII ; I , l ) 1:1 � ® I ; ! [A i ! I . i � FILE :Ell WOOD BRACKETS HOLDING WOOD 4X8I ' 1 ff l OOKERS AT ROOF j m ' Copy SUPPORTING 2X6 OUTL II I it 1 ! i i I ( f j I " I , " ! ' I Il ( 4,-0" -01 -0'- ' " ' , -0 1 4'-0 4'-0 4-0 ,4' " n i TWO STEP HORIZONTAL TRIM BANDS WITH TOP FI SHING PROVIDING A BREAK BETWEEN VERTICAL SIDING P SLS I i : ! I �_ t r 02-23-15 CONCRETE STEPS STUCCO DIRECTLY OVER CMU TO GRADE TWO PIECE TRIM BAND WITH TOP FLASHING AT BASE OF SIDING , j/ \ p , a - ;l! L1 WEST ELEVATION ,I '� �01 i `O � O � O EW-+ Ni�+ QN W � C/) � O STANDING SEAM GALVALUME METAL ROOF U QO � W W � CEMENTITIOUS VERTICAL SHEET SIDING WQ Q `� � WN WITH 1X BATTENS AT CORNERS H o i ROOF EXTENDED TO WRAP CHIMNEY ❑ I � ' AND ALLOW TRANSITION TOILE]] ! NARROW WIDTH AT TOP i li LlLi I i ' Li f i I ! I Ll. i ! STANDING SEAM GALVALUME METAL ROOF , , n 4-0n 4-0 4-0 i ii i li � { ! ! Ij ! 12 DECORATIVE CORBEL BLOCKS 4 I FIXED SHUTTERS AT TRANSOMS I i LjOPERABLE BAHAMA SHUTTERSLi j Till „ „ „ „ I CONCRETE STEPS 4-0 i 4-0 4-0 4-0 4-0„ w STUCCO COVERED CMU STEPPED OUT TO CREATE BASE TO FIREPLACE I H EAST ELEVATI❑N STANDING SEAM GALVALUME METAL ROOF { I i I I , , i EDGE BATTEN HERE 2X KILN DRIED PT WOOD FLARED OUT WITH ARC CUT TO MEET END OF i ' jj it I FACE TRIM BELOW OUTLOOKERS TYPICAL AT GABLES 12 ti 1 CEMENTITIOUS N SHEET SIDING AT CHIMNEY ii I ' I I 3 I i IL Li L11 ! I f 7 STANDING SEAM GALVALUME METAL ROOF Zf 4 3 8 i S-8 I i - 1 Ii it BUILDING I ELEVATIONS � I i { WOOD BRACKET FiLt 4' 4 4 -. i ! j j I li i I i I I ii i I : WOOD BRACKET CONCRETE STEPS TO REAR PATIO OZ-ZO- 5 NORTH ELEVATI❑N , -� '•,`,RCI 1ITr 1 12 12 W 9 12 7 W W N U 9 Q W o v� o El Fl� VAULTED CEILING AT CONVENTIONALLY FRAMED ROOF MAXIMIZE SPACE AT CEILING El ILI CD m m 12 12 5 4 T^ in!ao N 12 �� PAINTED 5/8" IYPE "X" GYPSUM BOARDI CEILING AT GARAGE OPTIONAL: i RECESS TV AT WALL I i OVER FIREPLACE � i I ! I _ -Lo I o 0 0 �N PAINTED 1/2" GYPSUM BOARD AT WALLS 00 PAINTED CMU AT INTERIOR BASEco _I N n I OBUILDINC, SECTI❑N CA VAULTED CEILING AT SCISSOR TRUSS VAULTED CEILING AT SCISSOR TRUSS w CAY 12 6 j BEADED SOFFIT PANELS ABOVE OUTLOOKERS ------ - ------- ------------------- ----------- ------------------------------------------- Fl� N W E F1CD o) I a CT) Ll J BOLT TRELLIS BEAM TO BLOCKING ' ' 12 AT TRIMMED PIERS 2 4 8 4 - MlW 2'-11" II b N ALUMINUM OR COPPER 4X8 KILN DRIED PT BEAM WOCD V-JOINT CEILING CAP FLASHING BUILDING WOOD BRACKET COMPOSED F KILN D IED PT 4X'S CEMENTITIOUS SIDING 1 - FRONT POSTS ARE SOLID 12X12 TIMBER SECTIONS WITH BATTENS 2100 OR WOOD PANELING CONSIDER PT PINE OR BALD CYPRESS. o AS DESIRED IF CYPRESS IS CHOSEN, ALL OF FRONT ENTRY TRELLIS COULD BE CYPRESS 00 CD 112 'i AND STAINED OR PAINTED. FILE Cpi 00 00 Q0 I `VIRE MATCHING WOOD BASE TRIM STONE CAP N STUCCO OVER CMU 0 I N STONE FACING 02-20-15 SURROUNDING ISOKERN FIREPLACE ARC BUILDING SECTI❑N • AIS-=11•,.11 iij}, j,( �! a N 0 00 M O H O N � ril Milo w W 12 SHUTTER AT TRANSOM OPEN WOOD TRELLIS TRANSOM WINDOW OPTIONAL: CEMENTITIOUS SIDING RECESS EAT WALL OVER FIRPLACE E OR WOOD PANELING AS DESIRED BEAM T IM CURVED SHELF AT BASE OF NICHE WOOD TOOR I j' CONSIDER BOWL AND RECIRCULATING PUMP FOR WALL FOUNTAINTN 1 BENCH i j j BENCH - r o I I I STONE COVERED CONCRETE STEPS W � W "i BUILDING SECTI❑N W 3 � � _ � U B H 12100 `Z a ._ VAULTED CEILING AT SCISSOR TRUSS VAULTED CEILING AT SCISSOR TRUSS I I a I 12 N El El F1, I W I E IF Cr) I WOOD STAIRS WITH I 2 4v 8 WOOD PICKET RAILS I I N I BUILT IN SIDEBOARD OR CEMENTITIOUS SIDElm m m ING LEFT OPEN FOR FURNITURE OR WOOD PANELING ACopyS DESI D I BUILDING A SECTIONS �00 OT1i� o I I I I N 02-20-15 BUILDING SE�TIDN JAivI_ I u1N R' E it -77\R( }' it { i Q H Q N i 4 0 PROVIDE STORAGE AREA AT HIGH ATTIC TYPICAL. W 12 12 FOAM INSULATION AT UNDERSIDE OF ROOF SHEATHING W W TO HAVE THERMAL BARRIER PER FBC. A-+ 9 9 Q w W W U 12 �12 �ilWo IT � � � � W � 1 9 W Q Q WBMWs= mmm N W � LL'' S I I I I I I `o CDI W I "'o I N I I RECESS AT WALL FOR S ORALE, - MAYBE SHELVES AS DESIRED. I I of i - cD CREATE SHELF BY ENCAPSULATIN I e ~ DRYER VENT ROUTED II ` I M TO EXTERIOR WALL I o - ' I o o 00 00 -� I o I I N _ � BUILDING SECTI❑N 8 BUILDING SECTI❑N C 4 Z " 12 12 12 12 1 �, VAULTED CEILING AT SCISSOR TRUSS FLAT SOFFIT AT TRUSS Zat PROVIDE 1X2 RIOS ALIGNING WITH OUTLOOKERS 12 ! .5 4.5 i i i i PENDANT LIGHT FIXTURE co co ICD 'o cc Ln 00 00 ` I ,I I' W E 5 S�` C 2, 4, 8, N N LIT Vii. v'I4 �f CEMENTITIOUS SIDING g OR WOOD PANELING AS DESIRED o .°i 21 _ i I 00 BUILDING I 00 00 o z SECTIONS ccn CD10� FIV I I I N N 02-23-15 BUILDING SECTI❑N BUILDING SECTI❑N BUILDING SECTI❑N �,1 S jAl� _'e:'W ,��r.'�:.i_ `-•uL�(I!III"tel -. U O W ^ NOTCH FOR STRENGTH 4 2 -0 `� W �-1 U � E� O � 12 12 � � CA g g THESE ARE SUGGESTED SHUTTER DETAILS AND Unioo �� w W z N VAULTED CEILING r)31 - DIMENSIONS AS REPRESENTED ON THE ENCLOSED I� I Q W l� �N ARCHITECTURAL ELEVATIONS. ACTUAL DETAILS AND a a ) w o DIMENSIONS MAY VARY DUE TO FIELD CONDITIONS, �� MANUFACTURER RECOMMENDATIONS OR COMMON � W � PRACTICE. w ' W o CD O 4.5 O BOO ® F-, a, �N SHUTTER ELEVATIONS _ 12 - �" tiwNza 1 I 2 2 �J ALL MEMBERS 3-1/2" THICK KILN DRIED PT PINE OR NO.1 CYPRESS L0 21"m n 22 VAULTED CEILING Li CA BRACKET PROFILE I OR ddi V� d I I CQ H 11 CD 00 TYPICAL �? O 5 it 8 TYPICAL o ko N „ n 10n co coW 10 U 10 BUILDING SECTI❑N ._ .. LiV'1 ~ H 1 , 2„ 2, 0 '01„ - - 2' 42„ - oA O A O E E w 3 I i ^� L CD V � - 2 ,i 920., ;Lol ,i101 6'-101„ > ol ol 2 4 8 FRONT TRELLIS ELEVATION D ETAI L , BUILDING ILE COP Y SECTIONS AND DETAILS 99 401• 02-20-15 BUILDING SECTION ! 4 N _ ,_iANP u,Fn'_-��;I ,- a [�W,i t r_U� j � N NOTE: WINDOW AND EXTERIOR DOOR INSTALLATION DETAILS �] Q� N p ARE HERE ESTABLISHED AS ARCHITECTURAL INTENT. ACTUAL 00 P.L r i p N d- 00 /2" GYPSUM CEILING BOAR 2X8 RAFTERS NOTCHED AT TOP INSTALLATION DETAIL MAY VARY UPON DISCUSSION BETWEEN � TO RECEIVE 1 4" HARDIE BEADED SPECIFIC WINDOW INSTALLER AND ARCHITECT. F�-I O N PORCH PANEL SOFFIT UNDER PLYWOOD UME METAL ROOF ROOF SHEATHING AND APPEAR AS N CELL POLYURETHANE STANDING SEAM GALVALUME TYPICAL 5-1/2" DEEP PAINTED OUTLOOKER STANDING SEAM GALVALUME METAL ROOFINSTALLATION 5-1/2* THICK OPE SUCH AS IMAGE II BY METAL SALES CORP. y SUCH AS IMAGE II BY METAL SALES CORP. WINDOW ►--, SPRAY FOAM INSULATION FOR THERMAL AND AIR BARRIER WITH 1' MIN RIBS AT 16" SPACING. STUD WALL FRAMING TO STEPS "I ABLE ATTIC UNDERSIDE STANDING SEAM GALVALUME METAL ROOF WITH 1" MIN RIBS AT 16' SPACING. DECORATIVE ALUMINUM FINIAL MOUNTED TO ROOF. w V1 0 WHERE FOAM INSULATION IS EXPOSED TO HABIT CONSIDER ACRYLIC COATED GALVALUME OF SCISSOR TRUSS SUCH AS IMAGE II BY METAL SALES CORP CONSIDER ACRYLIC COATED GALVALUME ISOLATE AS REQUIRED TO AVOID ELECTROLYSIS. FIRST APPLY LIQUID WATERPROOF WEATHER RESISTIVE BARRIER ER T APPLIED AFTER THE WINDOW INSTALLATION. SPACE PROVIDE THERMAL BARRIER SUCH AS INTUMESCENT 2'-0' INISH OR PREFERRED SILVER KYNAR 500 O MEMBRANE SUCH AS 'PROsocO FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. ON. WffH 1" MIN RIBS AT 16" SPACING. FINISH OR PREFERRED SILVER KYNAR 500 CONSIDER THE CAPTIVA SPIRE BY COPPER CRAFT R-GUARD FAST FLASH' ALL AROUND (� SIC INSULATION. F COATING SELF-ADHERING WATERPROOF AS SHOWN. PROVIDE BLOCKING AT OUTLOOKERS INSIDE OF WINDOW OPENING SECTI❑N A fes+ W w �' ►'�C COATING DC-315 OVER ICYNENE (IAS COATING SELF-ADHERING WATERPROOF MEMBRANE OVER PLYWOOD ROOF SHEATHING CONSIDER ACRYLIC COATED GALVALUME AND OUT 6' MIN ONTO PLYWOOD FINISH OR PREFERRED SILVER KYNAR 500 MEMBRANE OVER PLYWOOD ROOF SHEATHING AS REQUIRED FOR SUPPORT. SHEATHING SURFACE. THROUGH WINDHW JAMB � WITH EXTERIOR GRADE GLUE OVER COATING OVER PLYWOOD ROOF SHEATHING WITH EXTERIOR GRADE GLUE OVER SEALANT BEAD F PREFABRICATED WOOD TRUSSES DESIGNED BY A FLORIDA REGISTERED ENGINEER R WITH EXTERIOR GRADE GLUE PREFABRICATED WOOD TRUSSES DESIGNED APPLY SILL FLASHING FABRIC BEHIND MOUNTING BY A FLORIDA REGISTERED ENGINEER ® IMBEDDED FLANGE. Q U AT 24" CENTERS. 1/2" GYPSUM WALL BOARD INTO MEMBRANE WITH LOOSE uo p r-- SPACED \ SPACED AT 24" CENTERS. FLAP AT EXTERIOR. F--1 ROOF MATCHING EAVE DRIP @ BACKER ROD AND SEALANT WOOD BEAM SPANNING FLASHING OVER PT 1X2 DRIP EDGE PER MANUFACTURER APPLY BEAD OF SEALANT �+ u OPENING OVER 1X2 PT NAILER AND ALL AROUND WINDOW INTERIOR, f DRIP EDGE PER MANUFACTUR O AT BACK OF WINDOW FLANGE & SEE STRUCTURAL , SET WINDOW (PAN HEAD SCREWS r1 �lj i OVER 1X2 PT NAILER 2X6 WOOD FASCIA MUST BE USED TO FACILITATE Q INSPECTIDW cn ® APPLY BEAD OF SEALANT OVER 1/2' GYPSUM CEILING BOARD FLANGE AT SIDE JAMBS ALUMINUM FLASHING OVER TOP OF HARDIE OVER CONVENTIONAL HARDIE VERTICAL SHEET SIDING =*� WOOD FRAMING WITH HARDIE BATTENS OVER VERTICAL ® APPLY JAMB FLASHING OVER 1 ARTISAN TRIM OR 1-1/4' AZEK TRIM , ,� , o JOINTS OVER TYVEK WRB OVER 1/2' �, SEALANT • " EXTERIOR GRADE PLYWOOD � © APPLY BEAD OF SEALANT OVER FLASHING WOOD TRIM PER OWNER ` FLANGE 1/2' GYPSUM CEILING BOARD SELECTION AT HEAD EASHIN BEAD BETWEEN WOOD TRUSSES 5-1/2"THICK OPEN CELL POLYURETHANE FLASHING AND MOUNTING OVER APPLY HEAD FLASHING FLANGE. �" SPRAY FOAM INSULATION FOR THERMAL AND AIR BARRIER WHERE FOAM INSULATION IS EXPOSED TO HABITABLE ATTIC 2X6 OUTLOOKERS AT 24' FROM TRIM AT WALL SEAL ALL AROUND INSIDE HARDIE ARTISAN TRIM AS SHOWN SPACE PROVIDE THERMAL BARRIER SUCH AS INTUMESCENT SEAL THE WINDOW FRAME TO , COATING DC-315 OVER ICYNENE CLASSIC INSULATION. 8 IN WATER SHE FASHION, OPENING. APPLY A C NOM, PROVIDE HEADERS PER STRUCTURAL TO FASCIA TRIM DROPPED TO ALLOW FOR EDGE OF WINDOW FRAME OR AZEK TRIM AT 1-1/4" THICKNESS STARTING AT THE BASE OF DIA. BEAD TO THE BACKSIDE TO WOOD FRAME ACROSS THE WALL & WORKING TOWARDS (INTERIOR) L THE WINDOW HARDIE 1/4' BEADED PORCH PANEL SOFFIT PANEL THE TOP, INSTALL THE WRB FLANGE, IN LINE WITH ANY BENEATH PLYWOOD ROOF SHEATHING. SHIM SPACE TO HARDIE VERTICAL SHEET SIDING WITH 1X4 HARDIE TRIM TO THE FACE OF THE PRE-PUNCHED HOLES OR SLOTS. SEAL ALL AROUND INSIDE CREATE AIR BARRIER BATTENS OVER VERTICAL JOINTS OVER TYVEK WRB SHEATHING. TUCK WRB UNDER EDGE OF WINDOW FRAME WITH ALL JOINTS LAPPED AND TAPED SILL FLASHING, AND OVER r T 1 TO WOOD FRAME ACROSS JAMB & HEAD FLASHING. W WINDOWS TO BE SELECTED OVER 1/2" EXTERIOR GRADE PLYWOOD OVER SHIM SPACE TO CONSIDER MARVIN INTEGRITY 2X6 WOOD STUDS AT 16" CENTERS WITH R19 WITH SHEATHING TAPE, CREATE AIR BARRIER WOOD ULTREX O9 CONNECT p FIBERGLASS BATT INSULATION OR 3-1/2' SPRAY THE WRB TO THE FLASHING T w FOAM INSULATION FOR PREFERRED AIR SEAL CALL 4 SIDES) FLASHING AT HEAD Vl) INSTALL BACKER ROD AND SEALANT / EXTENDS 1' BEYOND 1 • `� 10 2X6 OUTLOOKERS AT 24" FROM TRIM AT WALL ALL AROUND WINDOW INTERIOR TO ,,r JAMB FLASHING. CREATE AIR BARRIER.. ' SET WINDOWS INTO OPENING TO FASCIA TRIM DROPPED TO ALLOW FOR Lo TREATED PER DIAGRAM THIS SHEET 44 i TYPICAL WINDOW JAMB HARDIE 1/4" BEADED PORCH PANEL SOFFIT PANEL 1% -HEAD FLASHING BENEATH PLYWOOD ROOF SHEATHING. � EMBED BOTTOM OF THE /�' HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED o 5-1/2' THICK OPEN CELL POLYURETHANE WOOD TRIM PER NER SEALANT (FLASHING GOES 0 12 %CD OVER SEALANT). EXTEND O mON SPRAY FOAM INSULATION FOR THERMAL AND AIR BARRIER / HEAD FLASHING BEYOND SEAL ALL AROUND INSIDE � j EACH JAMB FLASHING. SEL0 i EDGE OF WINDOW FRAME CAULK AND SEAL WINDOW FRAME TO / FASTEN IN PLACE. TRIM ALL AROUND 2 TO WOOD FRAME ACRO / , GYPSUM CEILING BOAR 2X8 RAFTERS NOTCHED AT TOP SS SHIM SPACE TO CAULK AND SEAL WINDOW FRAME TO i CREATE AIR BARRIER TRIM ALL AROUND TO RECEIVE 1/4" HARDIE BEADED / HARDIE ARTISAN TRIM AS SHOWN PORCH PANEL SOFFIT UNDER PLYWOOD SEALANT / 1/2" GYPSUM CEILING OARD OR AZEK TRIM AT 1-1/4" THICKNESS ROOF SHEATHING AND APPEAR AS / 1/2' GYPSUM CEILING BOARD HARDIE ARTISAN TRIM AS SHOWN STUD WALL FRAMING TO � UNDERSIDE STANDING SEAM GALVALUME METAL ROOF OR AZEK TRIM AT 1-1/4" THICKNESS TYPICAL 5-1/2" DEEP PAINTED OUTLOOKER OF SCISSOR TRUSS SUCH AS IMAGE IL BY METAL SALES CORP. j A WOOD TRIM PER NER IE TION \ WITH 1' MIN RIBS AT 16" SPACING. I O SE WOOD TRIM PER OWNER r �� r `��' CONSIDER ACRYLIC COATED GALVALUME FINISH OR PREFERRED SILVER KYNAR 500 SELECTION FLOORING TO BE SE (TED FLOORING TO BE SELECTED OVER 3/4"T&G PL ODD Ill. HARDIE VERTICAL SHEET SIDING WITH HARDIE COATING OVER PLYWOOD ROOF SHEATHING OVER 3/4' TBE PLYWOOD 1 " FLOORING SCREWED AND GL ED TO BATTENS OVER VERTICAL JOINTS OVER TYVEK WRB WITH EXTERIOR GRADE GLUE FLOORING SCREWED AND GLUED TO PREFABRICATED WOOD FLOOR WITH ALL JOINTS LAPPED AND TAPED 1/2" GYPSUM WALL BOARD 1 ®JAMB FLASHING I PREFABRICATED WOOD FLOOR TRUSSES DESIGNED BY F ORIDA OVER 1/2" EXTERIOR GRADE PLYWOOD OVER ROOF MATCHING EAVE DRIP EXTEND JAMB FLASHING 9' // SEALANT 3i TRUSSES DESIGNED BY FLORIDA <o HARDIE VERTICAL SHEET SIDING WITH 1X4 HARDIE TRIM REGISTERED EN INEER N 2X6 WOOD STUDS AT 16' CENTERS WITH R19 WOOD BEAM SPANNING FLASHING OVER PT 1X2 TO OVERLAP SILL REGISTERED ENGINEER { BATTENS OVER VERTICAL JOINTS OVER TYVEKWRB FIBERGLASS BATT INSULATION OR 3-1/2' SPRAY OPENING FLASHING. EXTEND N WITH ALL JOINTS LAPPED AND TAPED FOAM INSULATION FOR PREFERRED AIR SEAL SEE STRUCTURAL JAMB FLASHING 8 3�'•. I Jr _ ABOVE ROUGH ❑PENIN SILL FLASHING OVER 1/2" EXTERIOR GRADE PLYWOOD OVER — 2X6 WOOD STUDS AT 16' CENTERS WITH R19 AT HEAD. APPLY TAPE ' ALUMINUM FLASHING OVER AZEK TRIM AT CORNERS T❑ FIBERGLASS BATT INSULATION OR 3-1/2" SPRAY 00 TEMPORARILY HOLD FOAM INSULATION FOR PREFERRED AIR SEAL OPEN CELL POLYURETHANE SPRAY FOAM 1/2' GYPSUM CEILING BOARD FLASHING IN PLACE SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, INSULATION AT 3-1/2" THICKNESS UNDER OVER CONVENTIONAL HARDIE VERTICAL SHEET SIDING UNTIL WRB IS APPLIED. PLUMB, CONDITION. USE CORROSION RESISTANT FASTENERS, FASTEN WINDOWS PER w PROVIDE SOUND INSULATION BRETWEEN FLOORS FLOOR FOR THERMAL AND AIR BARRIER WOOD FRAMING WITH HARDIE BATTENS OVER VERTICAL 3-1 2' FIBERGLASS BAITS ' JOINTS OVER TYVEK WRB OVER 1/2' WINDOW MANUFACTURER FASTENER SPECIFICATIONS. M HERE SHOWN AS / FSI AT UNDERSIDE OF FLOOR SHEATHING EXTERIOR GRADE PLYWOOD WOOD TRIM PER OWNER co SELECTION i ALUMINUM FLASHING OVER TOP OF HARDIE `, ARTISAN TRIM OR 1-1/4' AZEK TRIM :,. L SEAL ALL AROUND INSIDE HARDIE ARTISAN TRIM AS SHOWN EDGE OF WINDOW FRAMEZZ OR AZEK TRIM AT 1-1/4' THICKNESS To wooD FRAME ACROSS INTERIOR VIEW SHIM SPACE TO i BOTTOM OF TRIM BAND ALIGNS WITH TOP OF �2X1ED TO TRUSSESCANTILEVERCREATE AIR BARRIERT❑P LEFT CORNER ❑F WIND❑WFIRST FLOOR WALL TENDED FLOOR WINDOWS TO BE SELECTED 1'-11 CONSIDER MARVIN INTEGRITY DECORATIVE CORBEL BLOCK. CONSIDER ` 1 •, WOOD=€�IL1N T&G LARMAT GEUSTD S COTTA TR M MKB LOCK BY PELLED FR M AZ CTIS WITH CHIN70 GCK. WOOD ULTREX I -r 1/2" GYPSUM CEILING BOARDX i I OVER WOOD TRUSSES PROVIDE BEAMS PER STRUCTURAL ENGINEERING HARDIE ARTISAN TRIM AS SHOWN OR AZEK TRIM AT 1-1/4' THICKNESS S AZEK SCOTIA TRIM OVER 5/8' TRIM BAND WffH ROUTED END ' SPIRE F ED LOUVER PANEL WITH FIXED LOUVERS ' I ill l THE CAPTIVA ILN DRIED PT SYP 6X6 TO BE PLANTED CAULK AND SEAL WINDOW FRAME TO SEAL All AROUND INSIDE TRIM ALI AROUND K LN DRIED PT SYP 2X4 FRAME AND STOPS FOR SHUTTERS SIDES AND TOP OF OPENINGS EDGE OF WINDOW FRAME TO WOOD FRAME ACROSS j SHIM SPACE TO O CREATE AIR BARRIER I' WINDOWS TO BE SELECTED CONSIDER MARVIN INTEGRITY SAI WOOD ULTREX OPERABLE BAHAMA SHUTTER WITH FIXED LOUVERS. PLAN VIEW �7 CONSIDER ENDURA SHUTTER BY TIMBERLANE l� 7 ao -3' i SET WINDOWS INTO OPENING i TREATED PER DIAGRAM THIS SHEET W E { V-2' S SEAL ALL AROUND INSIDE - I EDGE OF WINDOW FRAME AZEK 5/8" TRIM OVER TYVEK WRB OVER 1/2" TO WOOD FRAME ACROSS CAULK AND SEAL WINDOW FRAME TO 7, N WATER RESISTANT SHEATHING SUCH AS DENSGLASS SHIM SPACE TO TRIM ALL AROUND _ OVER PT SYP FRAMING CREATE AIR BARRIER ',;: 2, 41 $, n HARDIE ARTISAN TRIM AS SHOWN I OR AZEK TRIM AT 1-1/4' THICKNESS 1/2' GYPSUM CEILING BOARD HARDIE VERTICAL SHEET SIDING WITH HARDIE BATTENS OVER VERTICAL JOINTS OVER TYVEK WRB WITH ALL JOINTS LAPPED AND TAPED OVER 1/2' EXTERIOR GRADE PLYWOOD OVER 1 . 2X6 WOOD STUDS AT 16" CENTERS WITH R19 FIBERGLASS BATT INSULATION OR 3-1/2' SPRAY CAST STONE CAP SLOPED TO DRAIN OVER SETTING BED WALL FLOORING TO BE SELECTED FOAM INSULATION FOR PREFERRED AIR SEAL OVER TILE BACKER BOARD OVER FLASHING OVER PT WOOD ' ` ` �� PROVIDE MOISTURE BARRIER AS REQUIRED AZEK 5/8"TRIM OVER TYVEK WRB OVER 1/2' I PER MANUFACTURER RECOMENDATIONS N WATER RESISTANT SHEATHING SUCH AS DENSGLASS ALUMINUM FLASHING OVER TOP OF HARDIE MING SECTIONS 1 ° OVER PT SYP FRA ARTISAN TRIM OR 1-1/4' AZEK TRIM 7r STONE TILE THIN SET OVER CONCRETE SLAB SLOPED COPPER VAILLEAD COATED COPPERS MILL FINISHED/ PREFINISHED ALUMINUM AND DETAILS TO DRAIN AT PERIMETER. PROVIDE (7) GROUND CONTACT _ �I E co PT 1X4 BLOCKS UNDER EACH BENCH TO ALLOW DRAINGE. WEIGHT 20 Lbs. py WATERPROOF MEMBRANE TAPE TO COVER FLUSH JOINT BETWEEN TOP OF CMU AND BOTTOM OF PLYWOOD. M 4"THICK REINFORCED CONCRETE SLAB OVER 6 MIL POLYVINYL VAPOR BARRIER TO CANTILEVER BEYOND CMU AS SHOWN INSTALLATION: SEAL THE MOUNTING BRACKET (PROVIDED) TO THE ROOF SURFACE FOR A PROVIDE STUCCO SCREED AT SEALANT AT - - - WATERTIGHT INSTALLATION. SET SPIRE BASE OVER MOUNTING BRACKET AND v v o ATTACH USING FASTENERS PROVIDED. SPECIFY ROOF SLOPE FOR BRACKETS. TOP OF STUCCO 1/2" STUCCO OVER 8" CMU TO BELOW GRADE — �,- 1/2" STUCCO OVER 8' CMU TO BELOW GRADE 12 III =1 11= —� -- — } III=III=1I1= _ — — P CONTINUOUS REINFORCED CONCRETE FOOTING a 10-04 N CONTINUOUS REINFORCED CONCRETE FOOTING I I=I i I=III=i i x SEE STRUCTURAL SEE STRUCTURAL — — o _ E AWAY FROM STRUCTURE 1=1 I I 11--1 I I— SLOPE GRAD II ISLOPE GRADE AWAY FROM STRUCTURE I I=i I I—I I 1-1 I ° Krl=l 03-03-15 I I-1 11=111=1 I I—I 11=1 11=1 11=1 11= I� —1 I . -1 I P -1 � '--1 I I—III—III—III;III—III—III—III- III V I I I (, i I- —III—III—III—III—III—III—III—I I I I _III—III—III—III—III—III—III—I I I- t _ o a ° I I—I I i—III—I I i III—III—I I I—I I I_ _III=1 I i P a : I I—III—III—III—III—I 11=1 I I-1 11-- I e = — =I j — =1 11—I I 1 _ — = JAM f AR HIT CT EE III =1 I I—I I i—i I I—,__� III —_ °o. I I—iii—III—III-1 —III—III—III—III—I = P _ — — =1 11= _� —� R-001,0382,,- I> - II 11 _ _ — — — � _ 11=III=111= 11�1,�,1�1 .III-111 —Iii--11 I_I I IEEI I I—I I I—I 11=1 I I—I , I I I— { WALL SECTION B WALL SECTION ' A I YI I{ 44f 00 u P4 C) 4 �D C/) 6 -4 Cn cn 4 D C) �4 NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE VIEW FROM SOUTHWEST VIEW FROM SOUTHEAST CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. u AO% MR, PERSPECTIVE RM Its- VIEWS 14 02-23-15 JAML, -W U RLE ,111 ARCHITEU "-AR-00 10382 VIEW FROM NORTHEAST VIEW FROM NORTHWEST cn N M O ,-� U SECOND FLOOR DOOR SCHEDULE FIRST FLOOR DOOR SCHEDULE �' w MARK WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS Q U W W H U MARK WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS -0" 21 PR 2' 8'-0" HINGED - DOUBLE SC WOOD 2 PANEL -- PAINTED STAINLESS STEEL NA 01 3'-0" 8'-0'� HINGED - SINGLE SC WOOD TWO PANEL -- PAINTED STAINLESS TEEL LEFT DECORATIVE DOOR 02 3'-0" 8'-0 HINGED - SINGLE-VIEW LITE SC WOOD TWO PANEL PAINTED STAINLESS TEEL LEFT 22 2'-8" 8'-0" HINGED - SINGLE - FULL LITE SC WOOD/GLASS CLEAR TEMPERED PAINTED STAINLESS STEEL RIGHT -- Q 11 -- -- - SINGLE SC WOOD TWO PANEL -- PAINTED STAINLESS TEEL LEFT -- 23 PR '2'-0" 8'-0" HINGED - DOUBLE SC WOOD 2 PANEL -- PAINTED STAINLESS STEEL NA11, == W Q Q Q W N 03 2'-88 0 HINGED24 2 -8 8 -0 HINGED - SINGLE SC WOOD 2 PANEL PAINTED STAINLESS STEEL RIGHT w O O On 04 2'-8" 8'-0" HINGED - SINGLE SC WOOD TWO PANEL -- PAINTED STAINLESS TEEL RIGHT -- 25 2'-4" W-0" HINGED - SINGLE SC WOOD 2 PANEL - PAINTED STAINLESS STEEL RIGHT -- �, C:) a a, 05 2'-0" 8'-0" HINGED - SINGLE SC WOOD TWO PANEL -- PAINTED STAINLESS TEEL RIGHT -- a 26 2'-2" 7'-8" SHOWER SINGLE FRAMELESS PIVOTING GLASS TEMPERED 1/2" CLEAR STAINLESS STEEL RIGHT 06. 2'-8" 8'-0" HINGED - SINGLE SC WOOD TWO PANEL -- PAINTED STAINLESS STEEL LEFT -- Z ' '- SHOWER SINGLE FRAMELESS PIVOTING GLASS 1/2" TEMPERED CLEAR STAINLESS TEEL RIGHT SWINGS BOTH WAYS 27 2'-4" 8'-0" HINGED - SINGLE SC WOOD 2 PANEL -- PAINTED, STAINLESS STEEL LEFT 07 2 -4 7 8 28 2'-8" 8'-0" HINGED - SINGLE SC WOOD 2 PANEL -- PAINTED STAINLESS STEEL RIGHT 08 2'-4" 8'-0" HINGED - SINGLE SC WOOD TWO PANEL -- PAINTED STAINLESS TEEL LEFT -- 29 2'-6" 8'-0" HINGED - SINGLE SC WOOD 2 PANEL -- PAINTED ; STAINLESS STEEL LEFT 09 2'-8" 8'-0" POCKET - SINGLE SC WOOD TWO PANEL -- PAINTED STAINLESS TEEL LEFT -- 30 2'-6" 8'-0" HINGED - SINGLE SC WOOD 2 PANEL -- PAINTED STAINLESS STEEL RIGHT -- 10 2'-6" 8'-0" HINGED - SINGLE SC WOOD TWO PANEL -- PAINTED STAINLESS TEEL LEFT -- 31 2'-4" 7'-8" SHOWER SINGLE FRAMELESS PIVOTING GLASS TEMPERED 1/2" CLEAR STAINLESS STEEL LEFT 11 3'-0" 8'-0" BARN-SINGLE SC WOOD TWO PANEL -- PAINTED STAINLESS STEEL LEFT -- 32 2'-8" 8'-0" HINGED - SINGLE SC WOOD 2 PANEL -- PAINTED STAINLESS STEEL RIGHT -- 12 3'-0" 8'-0" HINGED - SINGLE SC WOOD TWO PANEL -- PAINTED STAINLESS TEEL RIGHT -- 13 3'-0" 8'-0" � HINGED - SINGLE - FULL LITE FIBERGLASS CLAD WOOD CLEAR/INSULATED/LOW E PAINTED STAINLESS TEEL RIGHT -- 33 2'-8" 8'-0" HINGED - SINGLE SC WOOD 2 PANEL -- PAINTED � STAINLESS STEEL LEFT =_ 14 9'-0" 9'-0" OVERHEAD - SECTIONAL -16 PANEL FIBERGLASS -- PAINTED STAINLESS TEEL NA - 34 2'-0" 8'-0" HINGED - SINGLE SC WOOD 2 PANEL -- PAINTED STAINLESS STEEL LEFT rTl 35 2'-6" 8'-0" HINGED - SINGLE SC WOOD 2 PANEL -- PAINTED i, STAINLESS STEEL RIGHT -- w 36 2'-2" 7'-8" SHOWER SINGLE FRAMELESS PIVOTING GLASS TEMPERED 1/2" CLEAR j STAINLESS STEEL LEFT -- 37 2'-2" 8'-0" POCKET - SINGLE SC WOOD 2 PANEL -- PAINTED STAINLESS STEEL RIGHT -- 38 2'-8" 8'-0" CASED OPENING -- -- -- -- NA CONSIDER CONVERTING TO DOOR 39 2'-8" 8'-0" CASED OPENING -- -- -- -- NA -- 40 2'-2" 8'-O" POCKET - SINGLE SC WOOD 2 PANEL -- PAINTED STAINLESS STEEL LEFT -- FIRST FLOOR WINDOW SCHEDULE MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR HEAD HEIGHT SILL HEIGHT GLAZING REMARKS 1 2'-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 2'-6" C EAR/INSULATED/LOW-E Q 2 2'-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 2'-6" C EAR/INSULATED/LOW-E 1---1 3 2'-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 2'-6" C EAR/INSULATED/LOW-E EMERGENCY ESCAPE SECOND FLOOR WINDOW S C H E D U LE r� 4 2'-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 2'-6" c EAR/INSULATED/Low-E MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR HEAD HEIGHT SILL HEIGHT GLAZING REMARKS O 5 2'-0" 3'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 5'-2" C EAR/INSULATED/LOW-E 6 2'-10" 6'-0" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 2'-2" C EAR/INSULATED/LOW-E 31 2'-6' 5'-6' PICTURE FIBERGLASS CLAD WOOD -- WHITE 8'-0' 1 2'-6' CLEAR/INSULATED/LOW-E 7 2'-10" 6'-0" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 2'-2" C EAR/INSULATED/LOW-E 32 2 -6 5 -6 PICTURE FIBERGLASS CLAD WOOD -- WHITE 8 -0 1 2 -6 CLEAR/INSULATED/LOW-E 8 2'-8" 5'-4" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 2'-10" C EAR/INSULATED/LOW-E EMERGENCY ESCAPE 33 2'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 8'-0" 6'-0" CLEAR/INSULATED/LOW-E F'•i•� 9 2'-8" 5'-4" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 2'-10" C EAR/INSULATED/LOW-E 34 2 -8 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 -0 2'-4" CLEAR/INSULATED/LOW-E 10 2'-8" 5'-4" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 2'-10" C EAR/INSULATED/LOW-E 35 2'_8 11 5;-8;i DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8�-0'; 2�-4CLEAR/INSULATED/LOW-E „ 36 2'-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 -0" 2'-4, CLEAR/INSULATED/LOW-E U 11 2'-8" 5'-4" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'=2 2 -10, C EAR/INSULATED/LOW-E 37 2P-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 -0 2'-4" CLEAR/INSULATED/LOW-E 12 2'-8" 5'-4" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8p-2" 2'-10 C EAR/INSULATED/LOW-E 38 2'-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 2'-4" CLEAR/INSULATED/LOW-E 13 2'-10" 6'-0" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 2'-2" C EAR/INSULATED/LOW-E w 14 2'-10" 6'-0" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 2'-2" C EAR/INSULATED/LOW-E 39 2'-8 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 -0 2 -4 CLEAR/INSULATED/LOW-E 15 2'-10" 6'-0" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-2" 2'-2" C EAR/INSULATED/LOW-E 40 2 -8 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 2 -4' CLEAR/INSULATED/LOW-E " 41 2'-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 2'-4" CLEAR/INSULATED/LOW-E EMERGENCY ESCAPE 16 2'-10" 6'-0" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL PAINTED 8'-22'-2" C EAR/INSULATED/LOW-E 42 2'-6" 3'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 5'-2" CLEAR/INSULATED/LOW-E T 17 2'-6" 2'-6" PICTURE FIBERGLASS CLAD WOOD -'; PAINTED 10'-0" 7'-6" C EAR/INSULATED/LOW-E CONSIDER OPERABLE„AWNING WINDOW V 11 ~ _ 43 2'-6" 3'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 5'-2" CLEAR/INSULATED/LOW—E 18 2'-6" 2'-6" PICTURE FIBERGLASS CLAD WOOD --'' PAINTED 1O'-0" 7'-6°' C EAR/INSULATED/LOW—E CONSIDER OPERABLE AWNING WINDOW 19 2'-6" 2'-6" PICTURE FIBERGLASS CLAD WOOD -- PAINTED 10'-0" 7'-6" C EAR/INSULATED/LOW—E CONSIDER OPERABLE AWNING WINDOW 44 2'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 8'-0" 6'-0" CLEAR/INSULATED/LOW—E 45 2'-6" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE W-0" 2'-4" CLEAR/INSULATED/LOW-E 20 2'-6" 2'-6" PICTURE FIBERGLASS CLAD WOOD -- PAINTED 10'-0" 7'-6" C EAR/INSULATED/LOW-E CONSIDER OPERABLE AWNING '°WINDOW „ „ -nP 46 2 -6 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 -0 2'-4" CLEAR/INSULATED/LOW-E 21 2'-6" 2'-6" PICTURE FIBERGLASS CLAD WOOD -- PAINTED 10'-0' 7'-6" C EAR/INSULATED/LOW-E ` . ='47 2'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 8'-0" 6'-0" CLEAR/INSULATED/LOW-E 22 2'-6" 2'-6" PICTURE FIBERGLASS CLAD WOOD -- '='FAINTED 8'-2" 5'-8" C EAR/INSULATED/LOW-E ' 48 2'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 8' " -O" 6'-0" CLEAR/INSULATED/LOW-E [� 23 2'-6" 2'-6" PICTURE FIBERGLASS CLAD WOOD -- . PAINTED 8'-2" 5'-8C-EAR/INSULATED/LOW 49 2'-0" 4'-0" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 4'-0" CLEAR/INSULATED/LOW-E 24 2'-6" 2'-6" PICTURE FIBERGLASS CLAD WOOD -- PAINTED 8'-2" 5'-8" C EAR/INSULATED/LOW-E 50 2'-0" 4'-0" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 4'-0" CLEAR/INSULATED/LOW-E 25 2'-6" 2'-6" INTERIOR PICTURE WOOD =- PAINTED 10'-0" 7'-6" CLEAR 26 3'-3" 1'-6" PICTURE FIBERGLASS CLAD WOOD -- PAINTED 9'-6" 8'-0" C EAR/INSULATED/LOW-E - 51 2'-4" 5-8DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0'; 2'-4" CLEAR/INSULATED/LOW-E 52 2'-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS _TEEL WHITE 8 -0 2'-4" CLEAR/INSULATED/LOW-E 53 2'-4" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 2'-4' CLEAR/INSULATED/LOW-E EMERGENCY ESCAPE 54 2'-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 2'-4 CLEAR/INSULATED/LOW-E EMERGENCY ESCAPE 55 2'-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 2'-4" CLEAR/INSULATED/LOW-E 56 2'-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 2'-4" CLEAR/INSULATED/LOW-E 57 2'-8" 5'-8" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 2'-4" CLEAR/INSULATED/LOW-E GENERAL NOTES: —59, 2'-0" 4'-0" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 4'-0" CLEAR/INSULATED/LOW-E 60 . 2'-0" 4'-0" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" 4'-0" CLEAR/INSULATED/LOW-E 1 . ALL EXTERIOR WINDOW AND DOOR UNITS TO BE "FLORIDA CERTIFIED" TO MEET THE DESIGN PRESSURES REQUIRED BY ENGINEERING DOCUMENTS ATTACHED. DOOR AND WINDOW SIZES ARE GENERIC AT THIS TIME. ALL DOOR AND WINDOW FRAMED OPENINGS WILL BE FIELD MEASURED TO ACCOMMODATE ACTUAL 61 2 —0 2'—o CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 -o � 6 -o CLEAR/INSULATED/LOW-E 2. ALL „ „ „ ,_ „ SIZE OF SELECTED UNITS AND INSTALLED PER MANUFACTURER RECOMMENDATIONS. 62 2 —0 2'-o CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 -0 6 0 CLEAR/INSULATED/LOW-E 3. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE INSTALLED IN A MANNER THAT WILL MAINTAIN THE INTEGRITY OF THE BUILDING'S WATERPROOF ENVELOPE. SEE 63 2 -6 5 -6 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 -0 j 2 -6 CLEAR/INSULATED/LOW-E 64 2 -6 5 -6 DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8 -0 2 -6 CLEAR/INSU LATED/LOW-E ATTACHED GRAPHIC DETAIL FOR SUGGESTED METHOD OF INSTALLATION. DOORS ARE TO BE INSTALLED LIKE WINDOWS BUT ALSO SET INTO COPPER SILL PANS WITH CLOSED END AND BACK DAMS, IN TURN SET INTO A MASTIC BED AT THE CONCRETE SLAB. IF INSTALLER PREFERS A DIFFERENT METHOD OF INSTALLATION, 65 2'-6" 5'-6" DOUBLE HUNG FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-0" { 2'-6" CLEAR/INSULATED/LOW-E CONSULT WITH ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 1 4. THE EXTERIOR DOORS AND WINDOWS ARE CURRENTLY SPECIFIED TO HAVE CONVENTIONAL GLAZING WITH NO EXTERNAL PROTECTION FROM FLYING DEBRIS. UPON PRICING OF ALTERNATE UNITS WITH IMPACT GLAZING, DISCUSS THEIR OPTIONAL SUBSTITUTION WITH OWNER. co y 6 DOOR AND WINDOW SCHEDULES 15 02-23-15 N , G 00 LANDSCAPE LIGHTING - --- - - -- -- - --- --- - - - -- - - - - U o W - � ® 0 I � � -- I W O CA Cn P W U ! -- -- -- ------------------------- $ {-- - - -; C O ! I / I ---}ta _ (1_ --� W r - --- -- I I I i i 3 � � CA 111 i ` I I i !-�l , `- —� 1 -- - — - ! ----- ---- + _ I -------- -- ��- - ELECTRICAL LEGEND --,-'—,�\--- II -''/j(II I +iw/•E i--i--/--/i•-OI--f-;,—..;-—r-r-'—�-_r i--I_--s ------.-_------.----/-/i-h-31�/ —\. L ,.. __;.o if—-:®•-Q/i/,I!''I'- `"_i.�—_!_-•-,�-_ I. ---"— !.f! I D ' P A N ELELECTRICAL A N .! DI L — .f Ft C I Eiia WALL MOUNTED C LO SET L IGH T AUTOMATIC WTH DOOR OPNGr= T - - -- ELECTRICAL METER OR PULL SWITCH/ CMETERN I DUPLEX OUTLET SMOKE AND CARBON MONOXIDE TECTOR WIRED W/ BATTERYrILI DE BACKUP— CEILING MOUNTEDDUPLEX GFCI / DUPLEX UNDER COUNTER EXHAUST INTEGRAL DOWN LIGHT _ DUPLEX GCFI WTRIROOF �GWP ®V. OSH.=C — HW � `/✓ H� J { � W r CQUADROPLEX OUTLET UNDERWATER POOL LIGHT RECESSED AT POOL WALL FLOOR OUTLET 220 VOLT OUTLET GFC 220V GARAGE DOOR OPENER G �D POWER STRIP WITH LIGHT FIXTUREGCIUNDER CABINET OR COUNTERTOP OVERHANG : oi2 6" " — GAS BURNING HIGH EFFICIENCY 6 I 2 HOT WATER HEATERJUNCTION BOX-- — 220 VOLT JUNCTION BOX 220V ---- - I TCH $ SWITCHED AUTOMATICALLY BY__ . WALL MOUNTED CLOSET LIGHT WALL SWIDOOR OPENING$s3 WAY WALL SWTCH GAS TANKLESS 4 WAY WALL SWITCHDISP $4 WATER HEATER HVAC TWH REMOTE SWITCH $R IN CABINDISPOSAL SGFCI WITCH— $DIsPi ------- --- TELEPHONE OUTLET ®TEL CEILING FAN - TV OUTLET 4 TVPOTENTIAL - --------- POOL W , I DC EQUIPMENTOVENSGFCI HVAREFRIGERATO �( 220V ! LOCATIONGFCI __ EXTERIOR PENDANT FIXTURE - -VGALOCATION RECESSED DOWNLIGHTFCI , WET LOCATION RECESSED ®w INTERIOR PENDANT LARGE FIXTURE- oGI 220V, DOWNLIGHT W/ LENGFICI FCI RECESSED DOWN LIGHT INTERIOR PENDANT SMALL FIXTURE_----- 3 Q FIC I RECESSED DIRECTIO NAL _ DOWN LIGHT LHVCJ HVAC COMPRESSOR HVAC ON CONCRETE PAD COMPR.AH. SOLATUBE SMART LED SKYLIGHT -7- TELIP AND RECESSED DOWNLIGH[220V w LED P UNDER FCIQj GSTRIP CABINET OR ACOAIR HANDLER TWH LANDSCAPE UPLIGHTGWP GWP TE ------ i AIR HANDLER HVAC INTERIOR LIGHTING A.H. LIN ATTIC _.---___DC SURFACE MOUNTED AT CEILING s3h _- ----------- �/ pC — A CESS HATCHEXTERIORSURFACE MOUNTED 22"X22 ROUGH OPENING AT SOFFITGCI WP EXTERIOR WALL SCONCE FWINTERIOR WALL SCONCE EXHAUST HOOD WITH E, INTEGRAL DOWNLIGHTSWALL MOUNTED READING LAMP GWP _ _GWP; SEE ARTEMIDE TOLOMEO WALL LIGHT GFCI ,' INTERIOR DIRECTIONAL. IRRIGATION CONTROLS OUTLET — @IRREL -- SPOT LIGHT FIXTURE D _7 1w jT GD T NOTE 1: ALL ELECTRICAL WIRING TO BE INSTALLED IN _TG P ACCORDANCE WITH 11CURRENT N.E.C. REQUIREMENTS. ALL BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT . _-.--- _ ----- --It INTERRUPTERS PERNC ARTICLE 210-12.RECESS ELECTRICAL METER BOX INTO 2X6 WOOD FRAME WALL GWP AT STREET SIDE OF FENCE SNOTE 2: ASSUME ALL SWITCHES IN PUBLIC LIVING AREAS G! A TO BE DIMMABLE. CONFIRM WITH OWNER. NOTE 3: LAYOUT LINES GENERALLY REFERENCE THE CENTER I -_ GWP; 21 4 > J F�MMWWMM- E--i+ 8 MOF CEILING BAY NEARBY WINDOW DOOR OR WALL SEGMENT. LOCATE FIXTURES ACCORDINGLY AS TRUSS LAYOUTS WILLP ALLOW. G ; ----- ER LOCATION TO BE DETERMINED BYIRR NOTE 4: AIR H MECHANICAL ENGINEER.TE NOTE 5: ALL LIGHT IXTURES TO BE LED FIXTURES AS I GWP PRACTICAL. J At ECTRICALQ- GWP- - - - - - ! 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'V 111V1 �_. - ' i i ___ i✓ `' �� 4 _ rNr I c'rn 1 I y fT) fi) I C) 4707 ,11 V ' � i i ! rn a _- TEtTPE ED LASS4 CUR a �m ICS- ` t ro CD -- 39111'd➢38iifii I I _._� s rt __ - A HIM Ro .TONE TH ESHOLTI 6A}iA1"J� 5� UA14AMA I c°�,�` SHUHER OVER — — — SHUTTER OVER — {{dd.. �ryfu( W�w ,v v\� v', ,;�:��. <<v ti\y ,� C C-' m ry w n /d V "� I ��`"i`f,�` i'4'3bea ee4ya «,La i •,�� G.D Xr ,� �• � �• n d o I fill# 11101113Aaa13aa�8aC .� 0 t r. o. �! co I o � CD uQ I o I J�, 1 � e j l h 1 MAP SHOWING SURVEY OF I I L 0 T2L 0 p H^'N ( u-niUrfASCA�E!'v'1 LJ o w q LOT b, BLOCK 7, OCEAPI GROVE UNIT N0. 1, AS REr,ORDE IN PLAT HOOK 15, PAGE H?_OF THE CURREPPP � _ -------••-� ;%S" PUBLIC RECORIi5 OF' DUVAL GGUNTY, FLORIDA. �. � .,y r0^ J ,1 Comp. By: JWD w o _ i U — Date 3/10/2015 o .Q:.�j El�4 F� I/ER.c-/EY O.,S � .C�`�LJ• '��j -,, ,Z t: ED ED z vwi w W o fa a' as o - o t �� sloaacrzpa F _ SroR� A-sF-r-o < V .a_ .,—... -.� *1 U pa U d o i: Ft- 112' ' Public Works Department (Vw;,7Ess L Ft_, r ; tCity of Atlantic Beach/al �it REAR TERRACE FooE � ° (r 8' Pa T w w N a - � 2 Permit No:XXXXXX _j Address:65 SHELL STREET - 3 Required Storage Volume Criteria: L- ,' v Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations + - requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be h• } ss 4VIN6 - { t DEN_ e j 'g i y stored on site. Volume of Runoff is defined as follows: r' ;} V=CAR/12 h � � Where: V- Volume of Runoff a 1-� 0 0 3 f C7 C=Coefficient of Runoff I I39.; t ®.iib c ' A=Area of lot in square feet • l - -25-yr/24-hr rainfall depth 9.3-inches for Atlantic Beach R 2 v p ( ) S } Predevelopment Runoff Volume: n v Lot Area(A) = 5,250 ft' q 'AKITCHEN IR v Runoff Coefficient Area Lot Area o C Description (ftp) (ft') "C" Wtd"C" �4 i 7 c uur,oev r�, DC7 1 '�. w w faso sr � 1 � ATMA-� � Impervious 1,OSQ 5,250 1.00 0.20 I us s / bJLJ - FLO9i -o a o^ Pervious 4,200 5,250 0^20 0.16 rTl x Runoff Coefficient(C)= 0.36 F+-1 U EEo 00 , RunoffVolume Q V= 0.36 3 x 5,250 x 9.3 / 12 v t GARAGE FOYER Y f V= 1,40"5 ft c 1; �� — ✓ Postdevelopment Runoff Volume: H Lot Area(A) = 5,250 ft2 Z 1 1� Runoff Coefficient �--� SHJIIE Area Lot Area a 4 ' Description ot) (ft) "C" Wtd"C" M II FGRCH� 5.�ELL - 57!zEE7" 1 _a'( Impervious 2,584 51250 1.00 0.49 rrl Pervious 2,666 5,250 0,20 0.10 Noir': Q1 ,11 1� _ � Runoff Coefficient(C)= 259 Recsiec.�aa Aurus7,ge, iO 7 71 Runoff Volume V= 0.59 x 5,250 x 9.3 / 12 . A V= 2,416 ft, Required Storage Volume r� m '�"' �\ "K DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume ZI \� s9r);-1 ! 2.2' DV= 2,416 1,465 N H. A. BURDEN ( �, ° '_ r DV- 351 ft3 & ASSOCIATES �i ,�`�� _ .---1 . ' Y . �. _ i Nc. 6'ga F%peo�-��`:�CS�FCFtgtr..lL--- .___._.. .0 -,c ..�. -;,.assa o.. r W E LAND a HYDROGRAPHIC . no' '..i 112" REEOAT? � � r.r _5URYEYORs l iJ y. I F6, 2 Ip� POET OPFlOL®OK OOBTO s, NED 41?Ai. 25 ,o.77 (t�RCj _ /),,fa 4;h \ 350Retention 65 SHELL STREET Retenticn-031015.x15 3/10/2015 S SB BTW STRET irl-rN �t 1 f^ ti 1 —{ \ D JACK90NVILLL EACH,PLA. $C LE• "� ZO' _ I� ± ( ¢'�`q, E —J.,�L..J1 .._..✓\ yL' 000��gww.,. ,a.�.o.JJO��I 4' 8' 16 OROLR Nq. SB"-rOxra `40,0 FOOT R"GHT�F-V'AY)17 REQUIRED STORWATER PRE-DEVELOPMENT SITE PLAN POST-DEVELOPMENT SITE PLAN STORAGE CALCULATION STORMWATER RETENTION SITE AREA=5250 SF ASSUMED TO BE FLAT PLAN PRE—DEVELOPMENT IMPERVIOUS AREA= 1050 SF POST—DEVELOPMENT IMPERVIOUS AREA= 2584 SF ONSITE STORMWATER STORAGE REQUIRED 1 1 PER COAB EXCELL CALCULATION= 951 CU FT STORAGE PROVIDED= 03-10-15 12 CU FT +448 CU FT +167 CU FT + 23 CU FT +301 CU FT= 951 CU FT i I? SHOWING SURVEY ,/v�F ,i ri Q� SIT Is AL SLOENEo ro HAVE Comp.8y: JWD o w A N BLOCKNRIw.storE ro STREET. r Date: A117/2tl15 � c LUT , RECORDS 7, OCEAN LGROVECOU :INIT 1, A5 RECORDED IN PIAT HOCK 15, PAGE 82 OF THE CURRENT NORTH END HtHE OONSIDFREO , � PUBLIC HECURAS OF DUVAL COUNTY, FLORIDA.LO12'HIGHER nut+SVM END �.ro• , -8' 16'-0• 31,_6. '` �.-' W C U�q Public Works Department z W"I w 4 City of Atlantic Beach U Permit No:727777 .-7 P,U F o -0'/ / Address:65 SHELL STREET T/I P a Da / / 12,_6. W A A W 2 j I or A $ POOL 4 Required Storage Volume ] a W i123?� �F� R Criteria: ,".,C? 00 F o+ r/ 6• y Section 2466 of the COy of Atlantic Beactfa Zoning,Subdlvslon,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawler runoff be z A" stored on site.Volume of Runoff Is defined as follows: !) r 4 wa tf I V=CAR/12 Where: V-Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet .r '-6' � '-6 R=28-yr/24-hr rainfall depth(9.3-Inches Por Atlantic Beach) Z"weA< LIV,NG 0 Predevolo pment Runoff Volume: t I DEN / Lot Area(A)= 5,250 fe / i } / / Runoff Coefficient a ; ( U Q Area Lot Area 5RALLOW SWALE t) // _ Description (ft) (ftz) "C" Md'C'- P c AT AIDE YARD - /�� Im ervlous 1,050 5,250 1.00 0.20 CONYMNC WATER V7�U� TOWARDS SMEET N// Pervious 4.200 5.250 0.20 0.10 Z DINING / o Runoff Goefliclent lCl= 0.30 Runoff Volume V= 0.36 x 5,250 It 9.3 1 12 Q 11, � ��/ Lot I sA1i= V= 1,465 Ito 7 LST nh//j QI L _ — 9 -5 Postdevelonment Runoff Volume P,MY .oNo a�i� / Lot Area A 5,250 f? r ro' :nuNoer enrn� /- 4� Runoff Coefficient Area Lot Area Description tR�) tlL�) 'c" Wtd"C" s� n Impervious 2,62 3,250 t.0o 0.3o Change in impervious Pervious 2,529 5,250 0. BEDROOM I 20 oto from application, W Runoff Coefficient lCl= 0.60 rJ Runoff Volume Q' V= 0.60 x 5,250 x 9.3 1 12 W A' GARAGE yER 5 p / � V= 2.439 ft' ./f•�r4/� // Reauiroa Storage Volume ✓ .fix% ,i U 4, _ -- — -- -- DV= Pasldevelopment Runoff Volume•PredevalRunoff Volume DV= 2/1391,465- 1 1,,465 r� DV= 974 R3 Z _ I PORCHRED IR I �� 5 7- /w x -- -- x, Comp. By: JWD / r r Date: 4/17/2015 W No?: AzE-N exx0 .4u,. r so, /977 70 Public Works Department p f( ❑Q❑ /j City of Atlantic Beach Permit No:777777 !/ g6/CU Address:65 SHELL STREET i P / /FI % � N. A. DU DEN !�/� � ' ' //" Provided Stwace: X � "� � �',(7/7//A Elevation Area storage N & ASSO lATES INc bL � �L�Y� ��_ - 3RD n�LN£ - T 0• /f X-0' 2-' (n) Ittri pP)g LAND & HYDR)GRAPHIC "v¢en u.,.>.n.. PER 80A1WAIGHT LAN SURVEYORS I6'-0' 12.3 95 0 BOTTOM need to confirm elevation �l $ rT __SURVEYORS ELEVA110N AT CCfiNER IS 11.83' 12.8 232 82 TOB roar orricE eox oaTo SIGNED ,BF_.LG 25 1e 7 ON THIS PION STREET Elevation Area Storage $9 er'STREET S1-7; IRI Iflzl Ifo S �ACxeVNY1LLE-414.FLA, SCALE: �,•� �l0' 12.6 9 o BOTTOM STORM WATER STORAGE: LEGEND: 12.4 31266 Toe Elevation Arae Storage 4' g' 16 AT SWALES: IRI IWi Ife1 VaoxR NV. ri X93-G324 82 GU FT SWALE AREA 11,3 110 o BOTTOM 666 CU FT 11.8 272 96 TOB 96 CU FT inground sturaga=A'd"pf IN GROUND PER COAB EXCEL SHEET: Az Area= 616.0 PRE-DEVELOPMENT SITE PLAN 734 CU FT d=depore at.,- 3.0 � pf=pore factor= 0.3 STORM WATER TOTAL: 978 CU FT= MORE THAN 974 CU FT inground Storage= 734.4 to RETENTION REQUIRED PLAN Required Treatment Volume= 974 fe Supp led Treatment Volume= 977 Re POST-DEVELOPMENT SITE PLAN REQUIRED STORWATER WITH DRAINAGE ARROWS STORAGE CALCULATION °4-"-'S Oh t ES REE RnillErl - ex-uGiwat I Wpo x� .e=anvca�..a..agv ma•: s•., .�--*r+e�e....--.-. a...�r ... _. aaOPEm'r une O Q'N so-.c-fex.:r ~ ll h S I_,N 1 FQG, d. ( _ — _ — v A P S ri O—WI N,G S U R V E Y O F :AP rj $ _ o +r fC m. w V T a o 777>777. � N 6'NIGH WOODEN PRIVACY FENCE 777777777777777 P+Z VAI:U w LOT D, BLOCK OCEAN GROVE, UNIT NO. t, ACCORDING TO THE PLAT THEREOF RECORDED IN f1 ` P0045 SFROUNO a W w z ja N PLAT BOOK 15, PAGE 82 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. j cCi ool {J 1 Pool q Q V It�<o FQR: JAY HIGBEE � tJ ,f 6'-0' ), Q _e5 w C! I %777777777 777 i W W ,) -------- w -------µ- -- o 0 1=1 F 7177777777771 0. i f 31 L' ± 5'-0' 10'-0" z F I I LOT 3 jy / L 0 T 2 unurr EAStD1ENi L O T 4 _-- I L--_i_ 6 _ ____._._ _ 0 Q W so.00' — cs •— .� " .z { { U'7 1 0 TPA -f 0,8' .-,CArrG.BtaG%vrALL 1,5' S ( 0 F 0 6'NIGH WOODEN PRNA FENCE NA,, V 1 - t-.--•__•.•- O (D,1/2'Rtw 50,00' f0. dNA,,A W3: {EK^) Io I BPo. (a1INE E6 7]31) (3 7531) I p WELL /� 15'EAST 0.23WEST 1 I I 9' 02e'NgRTM 0.13'SOV1M "�:g r• �� r•— 0 F '-7'-6', 5'-9' C1 — ® Q � . 4 cd o f o U1 W 4 O O C^ ^ E v' P E v 6'HIGH WOODEN PRNAC FENCE WRH 3'GATE UU CD 2'0- 6' 06'HIGH WOODEN PRIVACY WiE ( sr r .U.t r t c F H o ( Y d 59.0x(fN' (F1ELAT)0) Id I h ��•� 23' WOOD FENCE � � \ I� �. � a •• � E 'D61, 1.• I°8 FD.I'IRGN SCT 1/2'FEBAA 50.00' 9.5'--f f0.2' RCN 50.00' - (NO LD.) eKD) + (rw LD.) - q .q SHELL STREET '�I\ I' .CC. \`\I\P• nT m wwx R (40.0 F00T RIGHT-OF-WAY) C� -'x p CONCRETE MONV14VIT IPA ECK LAND SURVEYORS! INC. fPER BOATWRIGHr tAt+D sum�ET'DRs Nf O IRON PIPE OR 1660 EMERSON STREET RECORDS SeNCE 1861 tP7� BEVAPON AT CORNER IS 11.63' '-0 I6'-o' -0 0/E GVERHFAD ELEQ IC JACKSONVILLE, FLORIDA 32207 � t� ) I� j (904)396-6334 FAX(905) 396-9997 �+ h—J - C/T GVF•RK41)TELEP C` W E Bmv9:dE;7 9aol.com a C % mm,CROSS-CUT IN GNGAETE LB 7992 ;x:•\., � TOTAL SITE ARTA: 5250 SF GENEBAt NOTES �� .�Wit'.' ) .1/''� �'°� [^/^�,e-�7 T' (^�t.S ryf 'MAY' i k V5 x._z rENCE t. Tits is o:Boundary s„rvaY• •\..^_-.1>r.._'.`k:., a:a: (40,0 FOOT T !'�1+..7�r i T"•'1/c'td�r fM1i f S I No O6strcct of Title(....Shed. 7T �0tEV -`�'•s- IMPERVIOUS SITE AREA Aa past detu.mfned,.o an 3. Not obstructed for of-61s. CarfiGe.ea No.5287 MAIN HOUSE FOOTPRINT 2270 SF fnspecfion of Flood I-root.Rota 4. Boots of B.arin9s:N/A LDVIS J.VVERM INCLUDING PORCH STEPS M.d.F 623075 17,the0a ds/house OY11cwII Secll s�ambosif4 u Prar<aCedfilienoNal—,ors 4 U.pp- FRONT DRIVE SURROUND 120 SF 4' 8' 6 D'JNe3'.d I.0.n Zona heraOn. Sl0'A pr Flor190 FRONT WALK 27 SF TURF BLOCK DRIVE INFILL 264 SF/2-132 SF SCALE:-7=_.20' DAT::it-22-73 FIELD BOOK 725 PAC510A ORppTgMpry, J A 8 ORDER 13198 A POOL SURROUND 45 SF HVAC AND POOL EQUIPMENT PADS 27 SF TOTAL 2621 SF -49.9X OF TOTAL SITE c .Y-rm' :.,..-� ....,,.,.x.�.. ,d:.".;`k: vvm-eSr:r rrSN"'L*'i"i': ,.T"»... •. :: SURVEY AND SITE PLAN SURVEY SITE PLAN IMPERVIOUS OVER SURVEY AREA WITH DIMENSIONS 04-17-15 ,.Asfti W �U`rREE.II nea+uEcl - aN-autos.? 35'-0" 16'-0" 6'-0" 13'-0" M r� c 0 1 4 o u o W FILE COPY � o0 STOOPCONCR -1 6» = !� W W C� AND `� UJ 0 STEPS W x N - - - - - - - - - - - - - - - - - - - - - 4,-32» 3, 4„ 3, 4» 3, 4» 82" 2'- 2'" 3'-2" 3'-2" 3'-74„ m D U) Q u 16 1 14 13 13 12 11 10 0" o 1 -32 4'-3" 12'-111» ' ti Q p a Q1 BASE / x � _ w CABS ril <9> 17 \� 36 X Z a AFF,, �., / 2'-12» 1,-�„ / 1 nn I 1 LIVING ING 0l o / — VAULT D CEILING EMERGENCY /� 2 ---- / ¢ I ESCAPE II I I :o I I I 11 D N WINDOW / I I = NO I ILLJ % i �� / 00 i W F1 � I TV U12 / II 18 NICHE BASE CABS ' N 1 TO 7'-3" 4'-102" / 16'-02-1" i DINING i p 1o'-s , Q C-) <6> 1 1 -I N I _ - - p — CA TI EVER OVER KNE�SPACE D°Q °o0 -6 �I �°Q 8S BASE CAB Fo - - TO 36" AF I DW I o ' D�D°C o ° ( I 7-6» 3'-3-1" TO Y / ❑ao - NO _ rs, ❑aoc o I 0111 c o _ oaoc p,,q KITCHEN77 20pi, SE — - - - I p o Py 3-1 fk�LLJ OB3 AIR ' 8 I 2'-6" 4'-8" 3 _12» 10 7--9/1)2"z:6' 15 16" j GAFF BASE CABS j - _ / 1 LOVE:NS TO 36" AFF REF / / 1'-10" �� - co W \o - - -- — — I �, - -- - `, 4, NJ / / UPPER CABS / . , /, i / i p 11 , PANTRY JOAJ P R CABS O D 6' 3'-o" I _ - / // Uj LLJ CABS LAUNDRY , ---- N H2 ")__j wO 6" AFF 09 o LINEAR pRAI _ (—� �„ N } 4 I q cv p U 7 4,-5„ 0 2, 2„ 7-92 - 21 _ DL - -07 _ {' I D W F^ 1 rO'R' _ —I (CLOSET SHOWER DRYER ' rEXHAUSTT ''" / w 11 r - - - - - - - - Co z I 4 L LBENCH w 06 ' N - I 0 / 1 / 2'-82" / F1 6 / ' - / DRYER EXHAUST MAY PASS CONCRETE-- 0� BEDROOM 1 C THROUGH CLOSET AS STOOP 4 I <&> 2 THICKENED SHELF AND _1 6" - 3'-o-» rf 4'-1" 2'-0" 11 �11» j p I co GARAGE F Y R _ � j 2 3 j / EMERGENCY �" 02 t0" 3 ESCAPE / / WINDOW tiN \ - N 1 0 26 <2> N ; 2 10 / i W E / — _ - - -_ , — - - - - - - -- - / I- - - - - - - - - -I / - - - - - � / I I /7' -92» -2' 4'-10» �2, 9» II oI ck: I I I I � 1 F S I< 24 �Uj I I I r' _52 3'-9" 6'�0" 3'-6' I I 2'-0" , d i m 2' 4' 8' I I SHUTTERED �' I I I ' co 1 I I- �I I -� I I P RCH zIf -1'-8 1 2" 14 I ; o 2 FIRST FLOOR CD I -2» 1_-9" I I Ol 3'-8" 9'-0" � I I 24 q4� 2„ =1L4 PLANS WI - = �, I I II BAHAOA BAHAMA mI d - - — — - - - - _ SHU ER OVER SHUTTER OVER T - - F NOTE: ALL WALLS ARE COMPO ED OF C -H - I _- -_ � _j o WOOD STUDS @ 16" CENTERS C - VERE - - - HATCHED WALLS ARE 2X6 STUDS. o 2' 4'-9"� -2' 4'-10" 12' 4'-9" -2' UNHATCHED WALLS ARE 2X4 UDS. C I-I; -_ D = I _T _ - _ �_ 12X12 TIMBER OR-H. �:E _- I HARDIE SHEETS OVER =_ `� N C = PLYWOOD OVER PT FRAMING N 0q--06- rj 1' 4' 4'-7" 1'-4' 4'-8" 1' ,4» 4'-7" 16' 18'-52° 2'-0» ES 44' PREE lii 35'-0" AR 'HITECT AR-Q010�82 FIRST FLOOR PLAN FIRST FLOOR DIMENSION PLAN d l 0o PL.4 � M HO E'•1 `-'' NM0? 1 4 � o W (81 H Q N REVISION �, 16'-0" 1 q'-0" BP# '�- S F9 .' -70 0 W � �' � un O O _ DATE ) .L._ W (Jl U . . - W SIGNED -2" a Z W2'-8" 3' 6 U W o FILE COPY a 9 <p, 8 37 � H 40 I 1 35 N i tires Za MAS ER ROOF BELOW 41 BEDROOM I VAULTED CEILING ' - 2 -8 - EMERGENCY ( 34 �' ESCAPE / "' WINDOW -00 / CHIMNEY r N / 5'-52» 3 62„ 7' 0» j of N 1 , / 38 43 42 i o LINEN / O - - SHELVES / LO N no i 9 � I I 44 'r' ' 01 i 35 I Q MASTER 36" AF U34 N 37 MASTER I II ►--� 45 CLOSET I 33 2" 5, S-8,» I j BATH O 0 =1 LO 1 I =1 0 -I - - - O C46 TUB / 3'_6" 1_�L D32 36it 36" AFF "All/ ' 1'-6" 8 - � ' �' 10 7 9/ 2 6 15 16" 47 n 1 HVAC 21 S AIR3 ° _BENCH O - 1 � \ '/ 1no SHOWER o 0 o n o 0 0 0 o n n a o ° non i n d D - AFF / 0 9/ 2" 6' 15 16 O° /__ _ BENCH (Q18'AFFVA,1 j t / CID n 36" A SHOWER L22 �� 7 / I N o 8'4' CLNG CLOSET I = H 3 I ,» ,» `� 7 -2- `� 6'- 4 � 1 3 11" 2 42 / o / 11X1'10" CLNG / QD LINEA RAIN 30 29 rr� STUDY - o H ' 64 - - / o 49 28 1 3'-7" 5'-8" j 4- 02 3'-102" ATTIC SKUTTLE 6 \� 11/ 2 /�I BETWEEN TRUSSES - 63 / T / / NICHE WITH TV / SHELV S = / I CLOSET ;�' j `i / B E D 00M 3 LINEN BATH / a, 9'0" CLNG TYPICAL24 / / N 1 / SHELVE 27 _ / 62 j 2'-0" 3 2' II / / 1 50 26 = EMERGENCY LOSET 3 O° 40 - " m SH WER '-K4 ov ESCAPE o 00WINDOW �\ J�1 � N - - - - ' LO N / - - - - - � 61 / , 36" AFF LLJ / / 25 F-- ENCH 5153 % /, 2'-8" 5'-4" 5'-4" 2'-8" i I I 11 S-7" 5-42„ 5_62,. S-6" / LO I / 60 / S EMER ENCY ESCAP rn 54 WINDO N 2'-°" i 2� 4' 8' ROOF BELOW / / / BEDROO 2 / VAULTED CEILING 1! I1 5 , JI I i 2'-62" rn' SECOND 55 - FLOOR PLANS 59 co 10 _ - - - - - S6 - - - - -- % o NOTE: ALL WALLS ARE COMPOSED OF 5 WOOD STUDS ® 16' CENTERS. _ i ' N HATCHED WALLS ARE 2X6 STUDS. UNHATCHED WALLS ARE 2X4 STUDS. TRE LIS B 1OW 57 3 3'-3" 6' 3" 6' 3" 3'-3" 04-06-15 19'-0"moll mmi 111m 6mm 6'-3" 6'-6" 16'-0" 19'-0" 35'-0" I JADl f ,VIII ARCHITf CT -AR-00,1Q82 ?"'I 1; SECOND FLOOR PLAN SECOND FLOOR DIMENSION PLAN `'[ 0 0 GENERAL NOTES ALL-THREAD NOTES EPDXY NOTES Q AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C. INA L BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY EDITION,ACI, NDS,APA AND ASCE7-10. THE 0° GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THEE C) w 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 2 MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE o > CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. o ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: Lb o z „ „ AND � z N AT EACH NTERSECTION OF 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6 TO 10 OF EACH CORNER A D COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILT( HY150, HILT( HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. ~ z W a`) 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS AND . = THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B.PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) z g o NDIRECTIONS FOR MIXING AND APPLICATIONHEED ALL LABEL WARNINGS. INSTALL IN OTHERWISE ON THE PLANS. C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. a O 0 ER 11 D. PLACE ALL OTHER RODS. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 v w 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE PSI AND TENSILE STRENGTH OF 2,300 PSI. OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIM SON SET EPDXY STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAFWALLS AND HIGH SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORES 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8„ GREATER THAN THE DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. ASSUMING 2000PSF SOIL CAPACITY. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THA q 3200 LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS � THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: o LAITANCE, DUST, DIRT,AND OIL. � Cl) WATERPROOFING,MECHANICAL, PLUMBING OR ELECTRICAL WORK. 6"-TYPICAL WALLS, MONOLITHIC FOOTING z 6. CONTRACTOR PERFORMING EPDXY CONCRETE NOTES 7"-EXTERIOR WALLS,STEMWALL FOOTING WORK SHALL BE AN APPROVED CONTRACTOR BY THE 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS W z° p EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIO S ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE € EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO DO THE WORK. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL 8 USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U. .O. CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %" INCHES FOR SHEATHING NOTES 1 FOUNDATIONS,AND %"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. g. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD IMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGET ER WITH (1) ROW FOR WALL SHEATHING: OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2 SPH. PLACE A 1/2" 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. 7/16"THICK- FASTEN WITH 8d NAILS AT 6"O.C. SB,.ON! FA O.C. IN FIELD. 2. 5/16" HARD(-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEA ERS BELOW, IT IS AT 6"O.C.ON EDGE,8"O.C. IN FIELD.FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. W W VAPOR BARRIER AND TERMITE TREATED SOIL. ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FA TEN THE BOTTOM FOR ROOF SHEATHING: 04 OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 SPAN RATING MUST BE MINIMUM 24/16 AND NOT LESS THAN (� Z CV 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, AND 5/S5 FOR STRAPPING ALTERNATIVES. 1. USE EXPOSURE 1 APA RATED OSIS , W CV COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE CONVENTIONAL FRAMING NOTES 2• SINGLE CLIP PANEL EDGES INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH W U) LL FOOTING. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK PANELS AT 12"O.C. m U 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. W W W CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FOR FLOOR DECKING: FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS 0 CONCRETE REINFORCEMENT THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. _ U) U 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND -j U) 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., MINIMUM 3/4 THICKNESS. J W Q W J AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4)16d TOE-NAILS. F_ - � 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 5. FASTEN ROOF RAFTER$ TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS INTO THE WHICHEVER IS GREATER. RAFTER AND(5)8d NAILS INTO THE TOP PLATE. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER AND(5)8d NAILS INTO THE SLEEPER. 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. 10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 8. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH REINFORCEMENT. INTERSECTION OF SLEEPER AND EXISTING FRAMING. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, ROOF RAFTER INC. SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE- o DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. 1, 7 7 711711 77777= SLEEPER N CONTACT ENGINEER OF RECORD IF o F IX 6 COURSES TALL. O � 3 � � � �� o 12. STEMWALL TO BE A MAXIMUM O S O 2 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED 4 .g ` 0 Q 0 STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. ( ) EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF 'WITH 18 GA ST , (g)FTER TO TOGETHER WITH(1)ROW.OF 8d-NAILS AT 12-'t0 C FASTEN RA 13. WHERE THREADED RODS ARE COLUMN RAP WITH (9)8d NAILS IN RAFTER 8d NAILS i 3 STEMWALL MUST BE FILLED. COLUMN:FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STPJkP 14. WITH (9)8d NAILS IN COLUMN, (9)8d NAILS IN TOP PLATE/HEADER. 1' 1 FRAMING NOTES LOAD TABLE 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010:FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD ROOF: CONSTRUCTION. LIVE LOAD: 20.0 PSF DEAD LOAD: 7.0 PSF 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 7 Z 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE CEILING: { LIVE LOAD: 10.0 PSF ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER LIVE LOAD-STORAGE: 30.0 PSF J OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. DEAD LOAD: 5.0 PSF ( 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE FLOOR: COMPONENT AND CLADDING TREATED° LIVE LOAD: 40.0 PSF 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. DEAD LOAD: 10.0 PSF DESIGN PRESSURES DECK LIVE LOAD: 50.0 PSF EFFECTIVE INTERIOR ZONES, I W i` 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. END ZONES PSF WIND LOADS: AREA, SF PSF rn WIND SPEED: 130 MPH - - V 7. DIMENSION LUMBEREXPOSURE: C 0 20 24.4 -32.0 24.4 26.6 I `I 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS IMPORTANCE: 1.0 J• 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH BUILDING CATEGORY: (I 20-50 22.9 -28.8 22.9 -25.3 SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF ENCLOSED BUILDING: 1 RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND INTERIOR PRESSURE 50-100 21.6 -27.2 21.6 -24.0 a' LENGTH PER THE DETAILS. COEFFICIENT: 0.18 '' ROOF PITCH: MATCH EXISTING 100-200 20.8 -24.4 20.8 -22.9 ' M r- tt 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED ip. BELOW: ! = dU to -o-o C 8d=0.131"x 2-1/2" 0 o0 U U_u- 10d=0.148"x3" 12d=0.148"x 3-1/4" M 0 f 16d=0.162"x 3-1/2" U N N U I L C'7 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN CD 0 :3 U_ AND/OR THE FOOTING DETAILS SHEET. _ CU 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. Q U) o 0 m is 5 � t0 CO o N ( Y N < ca U d' O co 0) �apOha$J ' <y� +..a � d ° yg�y�•mm b ` •' m 6 d c g q FILE (' Sheet No. I REVIEWED FOR CODE COMPL'ANOE CITY OF ATLANTIC BEACH S0 , 01 SEE u PEM REMENTS AND 1TtQNs REQ pEVIEwVAATI1I:. E®®Y: . 1 OF 5 Alexander Grace Consulting,Inc. This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorizaduzi iy Alexander Grace Consulting,Inc.,shall be without liability to , i ;i 3 ,3 D C7 a m � -35'-0" CONTINUOUS BOND BEAM WITH 2500 PSI 6'-0" 13'-0" CONCRETE AND(1)#5 BAR o w _ FIBER REINFORCED CONCRETE SLAB,4" o W '~VA THICK UNLESS NOTED OTHERWISE ON PLAN. L6 z = _ "-°—'!e! 8"X16"CMU STEMWALL. STEMWALL W VERTICAL REINFORCEMENT TO BE#5 FOOTING AND SLAB POURED WITH W _ 3000 sl CONCRETE WITH DEFORMED BARS AT 48 O.C.FILL CELLS P WITH 3000 psi CONCRETE. FIBERM SH. 0 0 ----------1 I L__-- I I------------ - E _ — Z -------------- , d I -------I = - I— — = 12" �-N o a 0 _ —III-III- ILL - - - - - - --------------- ---------------- -----------------------------------------------, I =III= _ = I I (= ONE STORY: d=8",b=16", (2)#4 BARS FINISHED I c� 0 - - - _ _ LI IIII: I I I ,- TWO STORY: d=10",b=20", (3)#4 BARS GRADE � 4 W � I MIS I I I i - ° THREE STORY: d=12", b=24", (2)#5 BARS i I- ° a I I - ° I — �Ic� 4 -III= ' I S1.01 I I ' I I ° �, I— VERTICAL REINFORCEMENT TO HAVE 9,. °. BEND AT BOTTOM AND BE EMBEDDED 4" I ' !_ -I I 6 MIL VAPOR BARRIER OR ' I I SI'N rI INTO TOP COURSE. III I I_ EQUIVALENT WATERPROOFING o BETWEEN COMPACTED SUBBASE o0 1 IIII I 1111 �iT —i I — I_ AND FOOTING/SLAB 1 1 04I I I I I I ; I —III—III—III—III—I ( �— FOOTING TO BEAR ON FIRM z o 3 I I UNDISTURBED SOIL. FOOTING, PER PLAN 0 I ( IS1.01 l i I II I II I > 16'-34" N 5'-2" ; .� ; 13'-24" TYP I CAL STEMWALL DETAIL THICKENED EDGE DETAIL Z II I I -i I I I I I r T 3 I I I t I N j �- ,-J ------------ L-J VolI �N I U) W W M CONTINUOUS BOND BEAM WITH 3000 PSI CONCRETE AND (1)#5 BAR U N l I FINISHED GRADE W z W M ' CONTINUOUS BOND BEAM WITH 3000 PSI 0 o J FIBER REINFORCED CONCRETE SLAB,4" CONCRETE AND(1)#5 BAR J W fn LL THICK UNLESS NOTED OTHERWISE ON Q W FINISHED GRADE _ = _ PLAN. _ _ _ _ I �`" I i _ _ VARIES WITH GARAGE SLOPE _ _ _ = VARIES WITH STAIRS m W W ' 16'-33" ' 4'-57" 5'-4�" I 8'- 0�" 8"X16"CMU STEMWALL.STEMWALL _ — W m 4 2 ; 2 4 I ; I = - ° a VERTICAL REINFORCEMENT TO BE#5 - _ - _ ° 8"X16"CMU STEMWALL.STEMWALL U �— W DEFORMED BARS AT 48"O.C. FILL CELLS _ _ U) _ - _— VERTICAL REINFORCEMENT TO BE#5 J U I I = __) I i=III= WITH 3000 psi CONCRETE. - _ _ I I I=III= DEFORMED BARS AT 48 O.C. FILL CELLS W J Z II I _ - - 3 I I --------J i =i =I 11=_ _ 1I I1 I ONE STORY: d=8", b=16", (2)#4 BARS ; i _ _ _ I I (=I WITH 3000 psi CONCRETE. W J (—III- TWO STORY: d=10", b=20", (3)#4 BARS I Ed 1=i _ _ I ' - _ i ! - - - - ! i d=10 , b=28",#5 BARS AT 12 O.C. EACH U Q I I ; I _ ! =I ( THREE STORY: d=12", b=24 , (2)#5 BARS =�I_ } ° —I DIRECTION. I 1 1 1 I 1 ( - 4-114' 11,42 4'-52" 2'-22 3'-2"- 2-6 3- T ( 3'-1' I (_ ° ° ° IIi= I ° I I ' -o ° =1 I VERTICAL REINFORCEMENT TO HAVE 9" -_ a- - i VERTICAL REINFORCEMENT TO HAVE 9" ' I 1 BEND AT BOTTOM AND BE EMBEDDED 4" BEND AT BOTTOM AND BE EMBEDDED 4" I r � �-- — _ �' i � I � Ii =° • IIi= I �- - �— I -- ---- - - I i INTO TOP COURSE. - 4 ° INTO TOP COURSE. i I I I I - i !—_=I I =1 I I—I S1.01 C, I I =I i— =1 1=' 1-11 ------- ----- —� I 3I,� I =I S1.01 I I I I I I =III=III=III-III=III= FOOTING TO BEAR ON FIRM UNDISTURBED =I ( ( III-=1 I I III=III= I I FOOTING TO BEAR ON FIRM UNDISTURBED ' ---- I I r---_ I L---- I -', I-----i SOIL. SOIL. I N I I L_J ---- L� --- -i -�----- --- � (DL3/S1.01 I 3 I 4 1 0l r 1N N I I _ - 3/4"= 1'-0" T N I =---- S1.01 I 3 I , I m0 aa) Q-0 CO I f-1 I I T� I I I I S1.01 I I I o a o .� _J T I L- ---- co _J I IiiI .,. S1.01j iI � Ii I o Q II I[A U) —� N I I I I I j I I I I I I I I I I I , ,, , 1„ I I I I I 5-11 2-4 4-7- I I I 2 O I 15'-12" I i V-01 I I W I I i l ° ° Q ° ° a ° - °— 0 •=1cv I i i I I � � S1.01 � � I �— I ! ^ 4 � ° I— I ! , SLOPE TO 11 j I t�III= I I- ° • 1 I=III 1; z z v I I I GARAGE DOOR I , I I-1 ( -I I I- I I !-_I I I— cm I I I ----------- --------- ----J t t — —.1111 , — I I L------------------------ I I 11-I — IX-1 I 6 MIL VAPOR BARRIER OR EQUIVALENT I ----------- ------ -----------J _— Xi-_� 8'- !� WATERPROOFING BETWEEN COMPACTED O ------� -- -- ---t i SUBBASE AND FOOTING/SLAB I i i I I I i � ONE STORY: X= 12"WITH (2)#4 ' 2 TWO-STORY: X= 16"WITH (3)#4 I S1.01 I I I V-01 I ; THREE-STORY:X=20"WITH (3)#5 I I I 2 ! I ► ; INTERIOR BEARING FOOTING _ NLO Lo 04 w SLOPE TO I I _ - a.U I l i 1 STAIRS 4 I I i I `7 c -0-0 I 5 I I i VolI I I ( d p 7: 0 I i i I S1.01 I i IL i I V u u a� --_—J I j!� U I I I-----I---- ------ — ----� I I I 1 I I —� 9 N N .2 L C7 -------I I_---- I c in 1 I I j CONTINUOUS BOND BEAM WITH 2500 PSI X 6 m 16'-62-1" 0 18'-51" °? g a) i I I CONCRETE AND(1)#5 BAR °' o I i L-------------------- ----J i I - FIBER REINFORCED CONCRETE SLAB,4" � -2 °' o Ico OR L----------------------------- -----------J I THICK UNLESS NOTED OTHERWISE ON } `- I � I t I I = ° PLAN. N U N I zt ------ - ------- _ otao N - 8"X16"CMU STEMWALL STEMWALL U •7 I I I I I I — -- 349i&��dVro✓38s. 15'-11�" , ' 19'-0�" — =III=IIi- -` I I_ 1- —I I VERTICAL REINFORCEMENT TO BE#5 ,$a 0 2 2 LINE OF = = I I=( I I I I _=1 ; I=III= DEFORMED BARS AT 48"O.C. FILL CELLS � �( •°•• /yk G9 6d STONE = = 4 _ = 4"— WITH 3000 psi CONCRETE. ° -_ ==III=III I , _ I I=) I ifl S1.01 I I itillr-------------------n I I w 46"x67 x12 DEEP FOOTING WITH#5 BARS "° I I u - �� ° ::=1 = IIi=1 I I-I I I- _ I - _ _ AT 12 O.C. MAX EACH WAY. 6 = 1=) 1 1= =1 I I-I =I�I_, I_ 101 (, I. __J n ��'� •,P � � ° �/®h°'® I_ VERTICAL REINFORCEMENT TO HAVE 9 15'-11" 4'-7" ( 11-10 •° d _- BEND AT BOTTOM AND BE EMBEDDED 4" ��!,v 1'-4" 1'-4" =I_ I ° •4 ° =III= INTO TOP COURSE. GEd' y� za 1„ } 0 5 37-32 `1 I- III—III—III—I 10"I FOOTING TO BEAR ON FIRM Sheet No. UNDISTURBED SOIL. 8"x8"THICKENED EDGE WITH 1 #4 ONTINUOUS OrILES1001 FOUNDATION PLANREPLACE SECTION 1/4"= 1'-0" 12"x12'x12" DEEP FOOTING WITH ( )#5 BARS EACH WAY 2 OF 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document wtihout written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexand Grace Consulting,Inc. O � a FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. g w 22 STUD MATERIAL: 2x No.2 SPF, UNO. 9W Yr HEADERS: znALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z 4X101 r- Tr_ _„ _-__ UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X tt' S3.01 i i i i i i 10 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO 8 8 I , I I ; I S3.01 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE = z o SW-#/53.01 SW-#/S3.01 S3.01 16' O C- z S3.01 A rQ r� - THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. 151 a HEADER NOTATION IS: w IS (2) 2X6 CONT, HEADER -- (2) 2X6 CONT, HEADER - (2) 2X6 (2) 2X6 W 0 t + + CONT. HEADER CONT. HEADER NUMBER OF PLIES IN HEADER S3 01 NUMBER OF KING STUDS IY i w � Q (2) 2x62:1 NW 8 ; 10 N = N = 10 I I o 2 2X61:1 A -- = S3.01 S3.01 S3.01 f co ( ) v t-- i'I; v z z ` NUMBER OF CRIPPLE STUDS W o FLOOR LOAD BEARING z o O a O O SIZE OF DIMENSIONAL LUMBER co o Iz BM04 _ ONLY. NO HURRICANE U a °_ U U zz is W _ - ANCHORS REQUIRED. e -�- i SHEAR WALLS: ; Fg ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE IL 4 s ! t -- --- TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC z §3.01 a l I I I 1 I I I I I I I I THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED O a s I I I I I I I I I OJ BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, I I CEILING FRAMING J ARE NOTED ON THE PLAN.Q A AS NEEDED.m I I I I I I I I 1 I I SW -#/S# SHEARWALL LOCATION V-01 SEE DETAILS FOR FASTENERS (2) 2X61:1 I I BM03 A S3.01 SW-14/S3.01 i i i i SW-14/S3.01 ---- SHEET NUMBER U) W W cY) (2)2x6 1: a (2)2x6 1:1 c04 4 DETAIL NUMBER W V W M 4 w (2)2x6 1:1 Q / 11 5 SHEAR WALL DESIGNATION W S3.01 LL x w 8 04 _ 53.01 " S3.01 S3.01 (2)2x6 1:1 11 PORCH/GLULAM BEAM = (2) 2X61:1 z TYP U S3.01 m S3.01 BM02 OU w TYP W W W HIGH UPLIFT DESIGNATION. m (2)2X8 LANDING BEAM. 10 N w # o- V POCKET INTO 53.01 T J -j Z ADJACENT WALLS `�z ST-# DETAIL NUMBER _I W J - W J IN STAIR OAD SARI G ,-- OU SHEET NUMBER :--F t= Q ONLY. NO HURRI ANE-- _.------ -- � " N 2X6 LANDING JOISTS AT 24" � X a" ANCHORS REQU RED. O.C.LUS24 EACH END. U IY (2) 2X6 1:1 i 11'-0"-SW-13/S 1 � / 0 TRUSS/BEAM LABEL A I ( I (2)2x6 1:1 - / _ N w 10 UPLIFT CONNECTION ( S3 01 � � v� �01 111-01,-SW-#/S3.01 z INTERIOR BEARING WALL 9 O 2x6 1:1 O !I U S3.01 C ,7-1 r (2)2x6 1:1 R15 O 1-STORY THREADED ROD R15 ( ( 2-STORY THREADED ROD 2 (2) 2X61:1 11 1 ❑ o (2) 2X61:1 S3.01 2 2x61:1 �01 0O � � � c� � c� fi;. INDICATES GLAZING CLASSIFIED AS END ZONE. v o M 2 R15 �� (j-� / 0 EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF o U v U Q U o 0 S3.01 2 (2)2x6^ (2)2x6 i X w 10 STRUCTURE WILL BE CLASSIFIED AS INTERIOR 1:1 1:1 ! N = ZONE.SEE"COMPONENT AND CLADDING DESIGN v PRESSURES, ON COVER SHEET. �^ S3.01 R15 �01 - « VJ (2)2x6 1:1 9 f/��i2 U 0 Z O 2x6 1:1 g S3.01 (2)2x6 1:1 1 �� i GABLE BRACING LOCATION. 7 S3 02 S3 01 S3.01 (2) 2X6 1:1 Z S3.01 S3.01 ' /� ' ry] O J (2) 2X6 1:1 __-_- 1 g -- S3.01 S3.01 - _ VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING.NUMBER OF W 1 OA STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO rn (2)2x6 1:1 STUD GROUP WITH(2)MSTA24. FASTEN STUD GROUP TO FOOTING �+, _ WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS c WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. G 4 7 1 S3.01 PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST .L S3.01 1 O WITH (2)MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d S3.01 (2)2x6 1:1 WALL ON NAILS IN ALL HOLES. 7 (2) 2X61:1 TYP BEAM 9 L� S3.01 (2) 2X6 1:1 (2)2x6 1:1 (2)2x6 1:1 (2)2x6 1:1 (2)2x6 1:1 S3.01 2x6 NO.2 SYP LEDGER '^ BM01 CO • FASTEN TO EACH STUD/TRUSS VERTICAL WITH(3)1/4"X4"WOOD (JJ (2) 2X6 1:1 (2) 2X6 1:1 (2) 2X61:1 A SCREWS W - t-- - - _ • FASTEN TO BAND BOARD WITH (3)ROWS OF 1/4"X4"WOOD O 4 A 11 SW-14/S3.01 SW-14/S3.01 SCREWS AT 16"O.C. LL S3.01 S3.01 W SW-#/S3.01 SW-#/S3.01 (2) 2X10 2:1 11 (2) 2X6 1:1 1 (2)2x6 1:1 (2)2x6 1:1 S3.01 F S3.01 ico N 5 WALL ON BEAM 0 W¢ aU 3 1 17 c �� S3.01 S3.01 S3.02 0 ,°,° 3 S3.01 - m o (2) 2X10 3:2 #( (g o N t ` M (2) 2X10 2:1 (2)2x6 1:1 (2)2x6 1:1 ca - aa) SW-#/S3.01 S3.01 SW-#/S3.01 t _ tl� M '> m =1 (2) 2X10 2:1 L- _ (2) 2X10 2:1 r _ - (2)2x6 1:1 (2)2x6 1:1 a N U) N N � U d' --rr---- ----- to 0 Tr- (2) 2X10 2:1 II II II II II , U LL----11- ---L.1-----LL- C-'f.r-----r7-----rl-----TT- II II II II LL----11-----LJ-----1L----JJ--7 11 . 4 L1-- A Ylv j, � C--rr----TT-----n-----rr----'1-1-- +. L p(� I I I I II it I I 53.01 `aOL,®� �91J��.e •°° 6� . LL----11-----Ll-----11----JJ-- �! -rr-----r-r-----n-----rr---- t--� 23 LCA)2x6 1:1 TYP ° IIII II I1 I1 1 LL----11-----LI-----S.L----JJ--� 'VO r-I- -r-----n-----rr-----ice-- ® ° �t ----� a---- + a + 24 o � y ' .LLL 11---- Ll-----11 JJ�-] r 7 r-----t f-----7 r -1-11-T as LL----11-----LI-----LL----JJ--� - � � ®� ° GE O Y W. R,P. .5 2 S3.01 Sheet No. �FIRST LEVEL WALL PLAN _ ECON D LEVEL WALL PLAN 1/4"= V-011 % S2 , 01 FILE P cu T 3 OF 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Aluxander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. r+ o c� a � Q � C7 m 0 `l/16"OSB ROOF DECK FASTENED TO 7/16"OSB ROOF DECK FASTENED T t O.C. 7/16"OSB ROOF DECK FASTENED TO FRAMING SEE DETAIL 4/S3.01 FOR o w FRAMING WITH 8d RING SHANKS AT "O.C. FRAMING WITH 8d RING SHANKS AT 6' o WITH 8d RING SHANKS AT 6"O.C.ON EDGE WALL DETAILS. o > ON EDGE AND 12"O.C.IN FIELD. ON EDGE AND 12"O.C.IN FIELD. o AND 12"O.C. IN FIELD. TRUSS TO TOP PLATE WITH SDWC1 600 OR 7/16"OSB ROOF DECK FASTENED TO H2.5A FOR TRUSSES UP TO 600 LBS UPLIFT. TRUSS TO TOP PLATE WITH SDWC15600 OR Q FRAMING WITH 8d RING SHANKS AT 6"O.C. USE (2)SDWC15600 OR(2)H2.5A WIIH (10)8d TRUSS TO TOP PLATE CONNECTION: H2.5A H2.5A FOR TRUSSES UP TO 600 LBS.UPLIFT. w WITH(10)8d NAILS FOR UPLIFTS LESS USE (2)SDWC15600 OR(2)H2.5A WITH (10)8d a`) 2 ON EDGE AND 12"O.C. IN FIELD. NAILS EACH FOR UPLIFTS LESS THAN 1200 THAN 600 LBS. (2)H2.5A WITH(10)8d NAILS n o LBS. EACH FOR UPLIFTS LESS THAN 1200 LBS. NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. z o TRUSS TO TOP PLATE WITH SDWC15600 OR (2)2x6 NO.2 SYP TOP PLATE FASTE ED (2)2x6 N0.2 SYP TOP PLATE FASTENED WITH U H2.5A FOR TRUSSES UP TO 600 LBS. (2)2x6 NO.2 SYP TOP PLATE FASTENED 2X10 LEDGER.SEE NOTE C X o WITH (2)ROWS 10d AT 16"O.C.STAGGERED. WITH (2)ROWS 10d AT 16"O.C. MI ROWS 10d AT 16"O.C.STAGGERED. FOR FASTENING UPLIFT. USE(2)SDWC15600 OR(2)H2.5A MINIMUM 24"LAP WITH (12)10d IN P. MINIMUM 24"LAP WITH(12)10d IN IAP. WITH 10)8d NAILS EACH FOR UPLIFTS STAGGERED. MINIMUM 24"LAP WITH (12) w ( FASTEN STUDS TO TOP PLATE WIT SPH AT „ 10d IN LAP. � � LESS THAN 1200 LBS. 32 O.C. FASTEN TOP AND BOTTOM OF STUDS TO TOP 2X8 RAFTERS. FASTEN %"ALL THREAD CONNECTORS.SEE AND BOTTOM PLATES WITH SIMPSON SPH AT LEDGER WITH A35.FASTEN FASTEN 7/16"OSB W/8d @ 6"O.C.ON ALL-THREAD NOTES FOR INSTALLATION 32"O.C. TO WALL WITH H2.5A. (2)2x6 NO.2 SYP TOP PLATE FASTENED EDGES, 12"O.C. IN FIELD. SPECIFICATIONS,SPACING AND I EMBEDMENT. WITH (2)ROWS 10d AT 16"O.C. 9 FASTEN 7/16"OSB W/8d @ 6"O.C.ON EDGES, I 9 STAGGERED. MINIMUM 24"LAP WITH(12) 2x6 SPF STUDS AT 16"O.C. FASTEN TO FASTEN 7/16"OSB W/8d @ 6"O.C.ON 12"O.C. IN FIELD. Q o 10d IN LAP. BOTTOM PLATE WITH SPH AT 32"0.13. I I fn 0 EDGES, 12"O.C. IN FIELD. FASTEN 7/16"OSB W/8d @ 6"O.C.ON 2x6 SPF STUDS AT 16"O.C. I Z EDGES, 12"O.C. IN FIELD. o 2x6 No.2 SYP BOTTOM PLATE FAST NED TO 2x6 SPF STUDS AT 16"O.C. 2x6 NO. SYP PT BOTTOM PLATE.FASTEN TO D TRUSS WITH 15"CS-16,9"ON FLOG TRUSS, BEAM BELOW WITH 16d NAILS AT 6"O.C.PLACE W Z 2x6 SPF STUDS AT 16"O.C. 6"ON BOTTOM PLATE. FILL ALL HOLES WITH SPH BEFORE NAILING! 10d NAILS. 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY i FASTEN 7/16"OSB W/8d @ 6"O.C.ON EDGES, 2x6 No.2 SYP BOTTOM PLATE FASTENED TO 1/2"ANCHOR BOLTS AT 6'O.C.WITH 6"MIN 3/4"PLYWOOD FLOOR DECKING FASTENED TO 12"O.C. IN FIELD. 2x6 No.2 SYP BAND BOARD WITH 10d NAILS EMBEDMENT AT EACH SIDE OF BOTTOM TRUSSES WITH 8d NAILS AT 6"O.C.ON EDGE, AT 3"O.C.ON EDGE, 12"O.C.IN FIELD. 3/4" PLYWOOD FLOOR DECKING FASTENED g PLATE SPLICES. 12"O.C. IN FIELD. co 3/4" PLYWOOD FLOOR DECKING FASTENED a I-I�I- TO TRUSSES WITH 8d NAILS AT 6" 2)2x6 NO.2 SYP TOP PLATE FASTENED WITH C.C..C.ON -1! 1 EDGE, 12"O.C. IN FIELD. = 1= I „_; 15 1 (2)ROWS 10d AT 16 1=1 ! FLOOR TRUSSES BY OTHERS. TO TRUSSES WITH 8d NAILS AT 6 O.C.ON I 1 1=)I I- Q I I ! II ' O.C.STAGGERED. EDGE, 12 O.C. IN FIELD. SECOND FLOOR TO BEAM: MSTA24 AT 32"O.C. MINIMUM 24" LAP WITH(12)10d IN LAP. SEE FOUNDATION PLAN FOR FOOTING WITH (26)10d NAILS. SUPPORT BEAM AS 1(- FLOOR SYSTEM AT 24"O.C. FASTE TO __i FII SPECIFICATIONS. SHOWN ON FRAMING PLANS. WALL BELOW WITH H2.5A,ALL HOLES (�IiII II i ! (! E1 1' !' SYSTEM BY OTHERS. FILLED WITH 10d NAILS. W W cm FLOOR TRUSS ON LVL BEAM ROOF SECTION w v z N 4 WALL SECTION W co (2)2x6 NO.2 SYP TOP PLATE FAST NED 3 TYPICAL WALL SECTION 1/2" 1'-°" 5 1/2"= 1'-°" o W WITH(2)ROWS 10d AT 16" STAGGERED. 1/2"= 1'-0" NOTE: IT IS ACCEPTABLE TO USE THREADED ROD IN LIEU OF MINIMUM O S 1 WITH(12)O.C..C. IN P. LIGHT GAUGE STRAPPING AS SHOWN. SEE ALL-THREAD � LL � � _ (2)2x6 NO.2 SYP TOP PLATE FASTENED NOTE#10 FOR SPECIFICATIONS. U WITH 2 ROWS 10d AT 16 O.C. m W W W STAGGERED. MINIMUM 24"LAP WITH(12) 10d IN LAP. ALL THREAD CONNECTORS.SE ' W 0Y m ALL-THREAD NOTES ON COVER SH ET FOR EAMS RAFTERS AND SLATS 1 ! I I EDGE OF ALL THREAD WASHER ~ U 3 " CONNECTORS. SEE INSTALLATION SPECIFICATIONS, S ACING L3 F- ALL/s THREAD CO PER ARCHITECTURAL MUST BE WITHIN 3" ,T THE W Z ALL-THREAD NOTES FOR INSTALLATION AND EMBEDMENT. DRAWINGS. HEADER KING STUD,TYP BOTH SPECIFICATIONS, SPACING AND SIDES OF OPENING. — U) W J EMBEDMENT. FASTEN 7/16"OSB W/8d @ 6"O.C.ON EDGES, 12"O.C. IN FIELD. FASTEN BEAMS TO POST WITH FASTEN 7/16"OSB W/8d @ 6"O.C.ON (2) 1/2"THROUGH BOLT,2"0 EDGES, 12"O.C. IN FIELD. WASHER AND NUT AT EACH END. N0.2 SYP HEADER,TYP. SEE PLANS FOR SIZE, PLIES,AND 2x6 SPF STUDS AT 16"O.C. NUMBER OF KINGS AND CRIPPLES. Il 2x6 SPF STUDS AT 16"O.C. 6x6 PT NO.2 SYP POST. 2x6 NO.2 SYP PT BOTTOM PLATE. DECORATIVE TRIM PER ARCHITECTURAL DRAWINGS. I I KING STUDS&CRIPPLES:(6)16d 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY I BETWEEN ADJACENT KING STUDS 1/2"ANCHOR BOLTS AT EACH SIDE OF BOTTOM PLATE SPLICES. � I AND CRIPPLES. � � u I N 4"SLAB OR PAVERS, c Y o 3 o e I — a d !!I—! I a � � � � Q. 6o ! !-! _i= I- Ili III-1 I !!=I a a I I I=I I F, =III=I I = i i- SEE FOUNDATION PLAN FOR FOO ING r; PLACE 1/2"ANCHOR BOLTS PER o .9-- Q o =111- i I I=1 I _! !-, l I I-!11 SPECIFICATIONS. THE TYPICAL WALL SECTION. =1 I POSTS FASTENED TO III= __ !_I-i SEE FOUNDATION PLAN FOR FOOTING I!=!I( I _! — -I!!—I FOOTING WITH ABU66, 1/2" I=! I-III-lI1-Ill-1I SPECIFICATIONS. _ISI rlll it1=11�-III-I l =1 X1=1 I1=1 I 1=1I 1=1' ANCHOR EMBEDDED 6"-IN jO FOOTING.ALL HOLES FILLED ! I WITH 10d NAILS ° , D D a fit/ LL SECTIO ti D a ° TYPICAL TWO-STORY SCANTILEVER WA = _ a f} a I B 1 SECTION 1/2 - 1.4. III-! I-I I-I I III-I I- STEM WALL FOOTING.SEE1/2 FOUNDATION PAGE. I 7 TYPICAL HEADER FRAMING DETAIL p TRELLIS ELEVATION 1/2"= 1'-0" 6 1/2"= V-0" NOTES (D 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD Z SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. NOTE A:WHERE SECOND FLOOR WALL FRAMING HAS A CONTINUOUS HEADER, FASTEN CRIPPLE STUDS CONTINUOUSLY THROUGH FLOOR FASTEN ROOF RAFTERS TO WALL ��- EDGE OF ALL THREAD SYSTEM USING MSTC66 STRAP AT EACH CRIPPLE, EXTENDING 12' INTO WITH H2.5A,ALL HOLES FILLED WITH LL NOTE A:WHERE SECOND FLOOR WALL FRAMING HAS A CONTINUOUS WASHER MUST BE WITHIN 3" FIRST AND SECOND LEVEL CRIPPLES, MIN. USE 10d NAILS IN ALL HOLES. 10d NAILS. s HEADER, FASTEN CRIPPLE STUDS CONTINUOUSLY THROUGH FLOOR FASTEN ROOF.,RAFTERS TO WALL OF THE HEADER KING STUD, TENDING 12 INTO TYP BOTH SIDES OF SYSTEM USING MSTC66 STRAP AT EACH CRIPPLE, EX WITH H2.5A,ALL HOLES FILLED WITH FIRST AND SECOND LEVEL CRIPPLES, MIN. USE 10d NAILS IN ALL HOLES. 10d NAILS. OPENING. (2)2x NO.2 SYP TOP PLATE FASTENED i SPH WITH(10)8d AT 24"O.C. IN /. WITH (2)ROWS 10d AT 16"O.C. HEADER, MINIMUM(2)PER STAGGERED. MINIMUM 24" LAP WITH I HEADER 00 N (12) 10d IN LAP. FASTEN TOP PLATE TO WITH 2 ROWS 10d AT 16"O.C. LA10d NAILS IN ALL HOLES. a NO.2 SYP HEADER,TYP. HEADER WITH SPH AT 24"O.C.WITH Cl)04 (2)2x N0.2 SYP TOP PLATE FASTENED O SEE PNS FOR SIZE, PLIES, W N STAGGERED.MINIMUM 24t LAP WITH v AND NUMBER OF KINGS AND (12) 10d IN LAP.FASTEN TOP PLATE TO J HEADER WITH SPH AT 24"O.C.WITH CRIPPLES. j HEADER CONTINUOUS OVER c 10d NAILS IN ALL HOLES. MULTIPLE SUPPORTS.SEE PLAN FOR NO.2 SYP HEADER,TYP. SEE 0 U-ti HEADER SIZE AND PLIES. FASTEN PLANS FOR SIZE, PLIES,AND m / HEADER CONTINUOUS OVER HEADER TO CRIPPLES WITH MSTA18, NUMBER OF KINGS AND CRIPPLES. o MULTIPLE SUPPORTS.SEE PLAN FOR KING STUDS&CRIPPLES:(6) N N / ALL HOLES FILLED WITH 10d NAILS. 16d BETWEEN ADJACENT HEADER SIZE AND PLIES. FASTEN CRIPPLES TO HEADER WITH L �, HEADER TO CRIPPLES WITH MSTA18, KING STUDS AND CRIPPLES. FASTEN WALL SHEATHING TO SHADED MSTA18 WITH(6)10d IN HEADER, Cv = u HOLES FILLED WITH 10d NAILS. MEMBERS WITH 8d COMMON NAILS AT G, (8)10d IN CRIPPLE X a) m 3"O.C. a) m FASTEN WALL SHEATHING TO SHADED ? Q co I o � = o MEMBERS WITH 8d COMMON NAILS AT 3"O.C. 1 FASTEN ALL CRIPPLES TO BOTOTM C) co ,t N u�i N PLATE WITH SPH KING STUDS&CRIPPLES: (6)16d o BETWEEN ADJACENT KING STUDS a ¢�„tly C `6 0 i FASTEN ALL CRIPPLES TO BOTOTM ( AND CRIPPLES. �� rJ ,. PLATE WITH SPH I �� F 1/2” BOLTS AT 48"O.C. PLACE � D .c'E1�� •'°% � BOLTS MAX 12"FROM CORNERS, ENDS 7 FASTEN CRIPPLE STUDS TO STUDS BELOW ( °o A . WITH MSTA36. AND SPLICES 9 ° FLOOR TRUSS SYSTEM BY ALL CRIPPLES TO BEAM BELOW10, e o WHERE THERE ARE FIRST FLOOR WALLS OTHERS. WITH MSTA30 WITH (16)8d a BELOW INSTEAD OF A FOOTING, FASTEN 4LI dL1a d d � a ° CRIPPLE STUDS TO STUDS BELOW WITH d i ' o��- •� NQ�.. a a MSTA36. Q d Q a. d a . I ' GEOFFRzs a I 03-04-15 d i BEAM BELOW.SEE PLAN AND Sheet No. TYPICAL HEADER FRAMING DETAIL ; t TRUSS PLACEMENT PIAN FOR 9 1/2"= SIZE AND PLIES. 1'-0" CONTINUOUS HEADER FRAMING CONTINUOU S HEADER FRAMING TYPICAL HEADER DETAIL - ON BEAM NOTES 1. IF OPENINGS ARE LOCATE BETWEEN STANDARD ALL THREAD SPACING,NO 1/2"= 1'-0" S3 . 01 • THREE OPENINGS SHOWN ABOVE.MAY APPLY TO TWO OPENINGS OR MORE. ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES, KINGS OR TOP TY PLATE. • THREE OPENINGS SHOWN ABOVE. MAY APPLY TO TWO OPENINGS OR MORE. FILE C 0` 4 OF 5 is1 i urpose and client for which it was prepared. Reuse of and improper reliance on this document without written auttra¢ation al Alexander Grace Consulting,Inc.,shall be without Natality to Alexander Grace Consulting,Inc. This document,together with the concepts and designs presented herein is intended only for the specific p a I a O EDGE OF ALL THREAD WASHER MUST SW - BE WITHIN 3"OF THE HEADER KING I SEE ABLE BELOW FOR SHEAR SW m WAL HOLD DOWNS.SHEAR SEE TABLE BELOW FOR SHEAR STUD,TYP BOTH SIDES OF OPENING. WAL ANCHORS TO BE WITHIN WALL HOLD DOWNS.SHEAR WALL TOP PLATE TO GARAGE HEADER 3"O DOUBLE STUD GROUP. I I ANCHORS TO BE WITHIN 3"OF o CONNECTION:SIMPSON SPH AT 24" 3"x3' SQ WASHER AT TOP OF DOUBLE STUD GROUP.3"x3"SID o O.C.WITH (12) 10dX1-1/2"COMMONS. THREADED ROD HOLD DOWN. WASHER AT TOP OF THREADED NO.2 SYP DOUBLE TOP PLATE z ROD HOLD DOWN. BOTH WALL HEIGHTS(TYP). TOP PLATE TO KING STUD III z CONNECTION: (2)SIMPSON SPH WITH 7/16' OSB FASTENED TO 2 FRA ING W/8d AS SHOWN IN 7/16"OSB FASTENED TO FRAMING 2 (12)10dX1-1/2"COMMONS AT EACH z THE ABLE BELOW W/8d AS SHOWN IN THE TABLE z O 0 END OF HEADER. BELOW .0 ►- ft o Il O GARAGE DOOR HEADER.SEE � E FRAMING PLANS FOR SIZE AND PLIES. HEA ER KING STUDS ARE G INSTALL BLOCKING BETWEEN W w o ACC FIRST TWO STUDS OF HIGHER ETABLE AS SHEAR WALL I HEADER KING STUDS ARE j PLATE. FASTEN OSB TO - END STUDS ACCPETABLE AS SHEAR WALL END BLOCKINGS W/8d COMMON NAILS STUDS @ 3"O.C. FASTEN ADJACENT STUDS W/(2) ROWS 10d COMMON NAILS @ 8"O.C., FASTEN ALL STUDS IN WALL TO TOP `- STAGGERED. FASTEN 7/16"OSB TO (2)SPH WITH (8) o EXTERIOR OF RETURNS&ABOVE PLATE WITH (2)SPH AND BOTTOM INST LL DOUBLE STUD GROUP 10d COMMON NAILS. w a PLATE WITH MSTA24. DOOR W/8d @ 3"O.C.ON EDGE, 12" ATE EACH END OF SHEAR WALL. a O.C. IN FIELD. FOR DOUBLE SHEAR WALLS, INSTALL DOUBLE STUD GROUP AT z C] SEE TYPICAL WALL SECTION FOR USE(4)STUDS. EACH END OF SHEAR WALL.FASTEN (0 PAHD42 FOR GARAGE HEADER TO TOP PLATE WITH (2)SPH. THE REST OF THE FRAMING w z CRIPPLES.ALL HOLES FILLED WITH SPECIFICATIONS. 112 ANCHOR BOLTS AT 24"O.C. 10d NAILS. BE EEN SHEAR WALL ENDS. FASTEN DOUBLE STUD GROUP TO GARAGE SLAB EMBED 8"MINIMUM AND USE 3" BEAM BELOW WITH MSTA24 AT ' 1> ° p SQUARE WASHERS. I EACH STUD. ! FINISH GRADE D D D D I D D -I 1 I .� ° II III-II. D � -III-1I1= ° _III III -III-III I I° D 9 > I I-III-III _ _ °, -III III I i I-1 I I III g Li r=,,I 11 - III-III=1 Iii III III- I-_ I _ I I-III-I, III II!-III-III-III-111_111-111_111- ° ° ° ° ° °�° ° ° > W co W U N III—III—III—III—III—III-111- SHEARWALL SCHEDULE SHEARWALL SCHEDULE U z Ell I-1 i I-ITi-i i I -III_III-I I-1 I I I I I I I I I I I I I I I 1=' I W N ° W ANCHOR SIZE ANCHOR SIZE C) Z p J SHEARWALL EDGE SPACING SHEARWALL SHEARWALL EDGE SPACING SHEARWALL AND EMBED AND EMBED J W U) LL TYPICAL GARAGE OPENING DETAIL DESIGNATION 8d NAILS ANCHOR DEPTH DESIGNATION 8d NAILS ANCHOR DEPTH — Q W = SW 3"O.C. 1/2" ROD 1/2", 12"DEEP SW 3"O.C. HTT16 5/8", PLATE HEIGHT CHANGE U Q 12"DEEP U = 1'-0" m 12 SW2 2' O.C. HDU8-SDS2.5 7/8", 12" SW2 2'O.C. PHD6-SDS3 5/8", 12 15 1/2"= 1'-0" W W (2)SW W 7/16"OSB FASTENED TO FRAMING W/8d AT 4" (2)SW ' 3"O.C. (2)HDU8-SDS2.5 (2)7/8", 12" ' 3 O.C. (2)PHD6-SDS3 (2)5/8", 12" O.C.ON EDGE,8"O.C. IN FIELD. DC m (2)SW2 ' 2"O.C. (2)HDU 11-SDS2.5 (2)7/8", 12" (2)SW2 ' 2"O.C. (2)PHD6-SDS3 (2)5/8", 12" _ F- J � J Z BLOCK SHEETING EDGES WITHIN 4"OF GABLE NOTES J W w J END. 1."(2)"DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. NOTES 2x4 SYP OUTRIGGER AT 24"O.C. CLIP TO 1."(2)"DESIGNATION IN TME TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. U) Q BALLOON FRAMED TOP PALTE W/SIMPSON 2.5/16"HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF H2.5 W/(8)8d COMMONS. SHOWN ON THE FRAMING PLAN. 2.5/16"HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF SHOWN ON THE FRAMING PLAN. BLOCK BETWEEN OUTLOOKERS. 3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE GABLE TRUSS TOP CHORD FRAMING PLAN. SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABO E AND BELOW 3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE OPENINGS. FRAMING PLAN.SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW 2x4 No.2 SYP X-BRACE.SEE PLAN FOR OPENINGS. LOCATIONS. EXTEND BACK 8' FROM GABLE. 4.SHEARWALL SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMO NAILS.SEE ATTACH TO GABLE AND TRUSS VERTICALS W/ TABLE FOR EDGE SPACING. 4.SHEARWALL SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS.SEE (3)16d. WHERE TRUSS VERTICALS DON'T TABLE FOR EDGE SPACING. EXIST,APPLY 2X4 AT SYP VERTICALS WITH 13 SHEAR WALL ASSEMBLY ETAI L -�_� _ 14 S H EAR WALL ASSEMBLY D ETAI L (3)16d COMMONS AT EACH INTERSECTION F o PROPOSED VERTICAL AND EXISTING TRUSS. 1/2"= 1'-0" 1/2"= 1'-0" I, Yv A C9 0 m L-BRACE AS SPECIFIED BY TRUSS 3 0 0 0 2 O h o MANUFACTURER. O FASTEN LATERAL BRACE TO GABLE BOTTOM - CHORD WITH (2)SIMPSON H2.5 WITH(8)8d. 2'-0"RAFTER 2x4 LATERAL AND DIAGONAL TRUSS SPACING, MAX. 60 STRAP GABLE TRUSS TO STUD WALL WITH SEE PLAN BRACING AT 24"O.C..FASTEN EACH WALL SHEATHING PER TYPICAL SIMPSON MSTA12 WITH (10)1Od AT 48"O.C. 7/16"OSB SHEATHING.SEE WAL END WITH (3) 10d TOE-NAILS. WALL SECTION. V) 2x4x8'SYP LATERAL BRACE AT 48".APPLY(2) SECTIONS. j GH DIAGONAL BRACE INTO EACH ' 2X6X6'SCAB. FASTEN TO TRUSS• "� � 16d THROUGH TOP CHORD WITH2)ROWS OF � —� � CEILING JOIST. / 10d NAILS AT 6"O.C. ROOF/FLOOR TRUSSES OR • CONVENTIONAL FRAMING GABLE BRACING DETAIL - TRUSS 2x RAFTER. SEE CONVENTIONAL 2 0 • �— FASTEN BRACE TO WALL WITH 16d W 16 _ FRAMING PLAN FOR SIZE AND PACING. ", FLOOR TRUSS SYSTEM BY OTHERS. NAILS. Q TRUSSES AT 24"O.C. 2X OUTLOOKERS AT 24"O.C.FASTEN TO RAFTER AND WALL WITH(3)10 2x4 No.2 SYP BLOCKING AT 12"O.C. 3 FASTEN TO BOTTOM CHORD OF 2X6 TOP PLATE. TOE-NAILS. P, (2)2X4 NO.2x4 PLATE.SEE WA L SEE WALL SECTION FOR DETAILS. TRUSSES WITH (3)10d NAILS. SECTIONS. s WALL BRACING DETAIL Q OUTLOOKER DETAIL IN AT WA OVERHANG SCAB 21 = oC (2)2x4 N0.2 SYP TOP PLATE FASTENED � 18 - 19 T RU SS BRAC G L L 20 3/4"= 1'-0" 3/4" y LL WITH (2)ROWS 10d AT 16"O.C. STAGGERED. W , MINIMUM 24"LAP WITH (12) 10d IN LAP. LAP CORNERS WITH (4) 10d NAILS. U FASTEN 7/16"OSB W/8d @ 6"O.C.ON 0 EDGES, 12"O.C. IN FIELD. c„ U) c m z Uj a = WOOD-FRAMED WALL.S E SECTION 1/S3.01 FOR a U UW `° . c DETAILS Q p o `o W 2X6 LEDGER FASTENED TO STUDS WITH (3) 1/4"X4" U "" W WOOD SCREWS PER INTERSECTION OF STUD AND v \ CHIMNEY WALL IS 2x6 SPF STUDS AT 16"O.C. LEDGER. m � N N \ FASTEN EACH END OF STUDS WITH H3,ALL 2X6 RAFTERS AT 24"O.C. ASTEN TO LEDGER WITH A35. _ m` ' M FASTEN 7/16"OSB W/8d 6"O.C.ON HOLES FILLED WITH 10d NAILS. @ v 5 U_ FASTEN TO BEAM WITH I 2.5A. EDGES, 12"O.C. IN FIELD. C 1 c 4X10 DECK BEAM. FASTE N TO KORBEL WITH H2.5A WITH X 2 ALL HOLES FILLED WITH 10d NAILS. 2x6 SPF STUDS AT 16"O.C. FASTEN TO Q 6 a SEE TYPICAL WALL SECTION FOR BAND BOARD WITH MSTA24. .. cq THREADED ROD SPECIFICATIONS. 4X4 HORIZONTAL BRACE. FASTEN TO BRACE POST WITH p `��' ' o C\Iu� o � -�_ (2)1/4"X5"LAG SCREWS. 2x6 No.2 SYP BOTTOM PLATE. co 0 U . `v a.tia f++:ry N 3/4"PLYWOOD FLOOR DECKING ,; ss 4X4 BRACE POST.FAST TO DOUBLE STUD GROUP IN FASTENED TO TRUSSES WITH 8d NAILS 7/16" OSB ROOF DECK. +e° ° EXISTING WALL WITH (2) 1/4"X6"LAG SCREWS AT 6"O.C. AT 6"O.C. ON EDGE, 12"O.C.IN FIELD. 'a�®�� °° °E VERTICALLY. NOTCH POST AROUND LEDGER AT TOP. ° 2x6 BLOCKING AT FLOOR DEPTH FOR FASTEN NOTCHED POST WITH (2)1/4"X5"LAG SCREWS SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. , CHIMENY WALL BRACING. INSTALL 2X6 THROUGH LEDGER AND INTO BAND BOARD. ixrr------iTfi�-------------;T� -- -------- LEDGER WITH (3) 10d TOE-NAILS AT EACH STUD. FASTEN BLOCKING WITH O 3 10d i �� \ /�� (2)2x4 NO.2 JYP TOP PLATE FASTENED ST . WITH (2) ROWS 10d AT 16 O.C. i I I �i�i eta TOE-NAILS EACH END. BLOCKING AT 24"O.C. 4X6 DIAGONAL BRACE, UT FOR ARC. LEAVE MINIMUM III STAGGERED IMINIMUM 24 LAP WITH (12) ® I 3.5"THICKNESS FOR ST ENGTH. FASTEN TO VERTICAL I �, �� 10d IN LAP.FjSTEN TO STUDS WITH SPH r AND HORIZONTAL BRAC POST WITH 1/2"BOLT.COPE I - -------------1Y�______________�____ WITH (12) 10x -1/2" NAILS g� ® L 2° / BRACE MEMBERS AS NEEDED TO HIDE BOLT.MINIMUM GEOFFPti��i 2"OF WOOD TO REMAIN S SHOWN. FLOOR SYSTEM BY OTHERS. 7/16"OSB WA iL SHEATHING. os oa-fs Sheet No. PORCH BEAM RAFTER TO V1(ALL. SECTION AT CANTILEVER 24 3/4"= 1'-0" CHIMNEY SECTION ORBEL DET IL 3 "_ . " S3 , 02 ��_ 1-01, 2 2 ��_ � n � 3/4 - 1-0 3/4 = 1 to RILE COP T 5 of 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document Vthout written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. f