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Oceanwalk Drive South 421 €s, r e. Lake WOO. 0 ' Irg A } " y \pGa " 4 Otto i 7,� Plant L '10st QNTY KEY BOTANICAL NAME COMMON NAND SIZE __. . TREES _ i<�c e s t r o e rri i~a indica Cr<.a p e k l y.r t.1.e- VIA', L,,J I.,r_ga.astrum jal carzicaarrr Ja.parIcu .se Privut, a tIt. mu1.tf -St,.erri SHRUBS 1 C11 C:hdrrlcaF'_UC,".a S hLlrrli l_.r S I1'ar"o1-ai ara Fan Palm 3 Gd I . C..°y c as r c`V r::a.i u t a S a C r Palm 3 i i a 1 y Y".1..a C".li:a R o s e, of Sharon C;iw3 11(,�ax cor Muga burforcli Burford Holly 3 G a }.. 2 1,11) 1p a rI,d i z I ca d o m e s t r.,c a. Heavenly .Bambcao 3 CT(J 1, . ° .�. ._.,,...,....�.�„_w,._.._.._.�.,_..,.._.,., � . t`10 Nerium C;a.I e aTldil 01 3 Gra40 "� ° t q7 pr ry PTV G� I. :r�_t.ra�.���ra r u I al c�l�_r.� �� ��r:z,cw.<1 �.:�� t1�,�.r_z_cw c 1 r-�t c�ci . pp_ �.��o >� c�a r I Ga 1, cw � ZO 12 R1. Ra hio heel � indica .I India Hawthorn arra, 1 G a.1 � � �_.___.._ . � R 6 GROUND COVER rAir CIO, _JtICa b.I.:r"rr7 E lnu-,;;cclri ,C c Il .1. l . r 1,aII� ":I_r� �C 12"x12" , 1 C„rrr ° SOD INS SO s�tenot::aphrurrl Zse undatum rrv�:alcaigh ��t � ��t.,zC:fa.z�� �rlrr ��arlc �� � . cal r� �cwac:l F1 MULCH Cypress Mulch Cypress Mulch :.l'"All Bell l \\ Jy J�_ V* x Taylor Residence Ism GENERAL NOTES E ra cl c 1 C) C r°r . c a t _ca rI Coverall , �u l l y ca a t.ca I II a t,i c; ra.r r�i lc c-a t. i.c a z I system I x� � �:z_t I a o p_.z.z[) .� L.30 i,r:.'r"i c a t in o r`1 b e a ll in sodded ar` e..a a C Iwo ” better - in the Florida Dopartmorrt 13. All I rt: ubai1 be Florida Craci c : a 0 c QN C�: ,,c ..�:lm C,�`a,l 1 t�'tma r ��ra r tConsumer Services � Grades ear.I 1�� r.�t c a.r I C". c_a r Cl.a y �a rl�, 1.).iV.i.3 raI1 of PJ�1rItw Industry 1a 73 I .. positive, < � � e.a� at <:.a�r �ur1 � .ccr��rIa tI� c1clcttfil � �� tcl _t �� _ _aac. � tc � . cc €�iIc � Icc ~� a 1) 111 rig c�i �tIlf trgood quality aricrbrzsI and palmetto if Preserve rttr �c � l ,Illy C X L S t on site r u re cla a I cmull e x i`:;ti I(- t Ci p�a.l tTrtt o arid (i0i t1d I� � �� r 1_rliderbru:rb , if any exist curl sit:ca pi mono Rt , e 1 � Ll u 1,c°ti a iw.l .�.l,�a rz t, beds w.r_t la a I lr r I1.z_m a rn ca f thick C., p r il Mulch NNW F. Sod cl t c property 11 rr arid t ra r limit lines Shown o r z plan , a i_ 1, .-a o l f c.l s o cl , no %� --,~..` y �� :3 r.i € irIc1' or seeding � ij C t°Ic�tif Bai.1_cli.rIq Contractor and I.,�:aradscmal�e Architect of w( .ar 1 �c�II � _ 1 � i It require sca.r,._l~ amendment i drainac c systems errls Dcr not. plant shr ub.s or trees in wets. , poorlYo" F r il-Trained V e " , r 4 _« c- .. � e ,e r"; t r:;r"t i Ili t_) ,.E'c,l 1_rI CI a'wa z l C C°'F _ Cl r:"rwa.r rI 1.'r::t :a rI C ` ^�,. �� t- p I. All, t r�to s l z..l. ��t a�z 1 _i be �� fl r t�,� � , r. � _z c. r � r � � � , N } loam , clean arar1 free of: clay lamps , stone� , �t.LrIall>.:> car rcarat � � �r 00 / /' m /1f MourltCrrcrate Extension Aq(-.mt for polrrfrliiatrcrrLrt. vSbcalbe � PH ofbet r � �. 5 � rIct bgt u r cCil 11 tf 1< Itrrf r1 � .cci . " . , IJAI ofi r a rI 1 12pounds oar1s cf actual ctualitrocer . Iarc1 2 ( irc .o actual cmualphosphorus an1adm pJarItrIg Ill.irtune __ Mix the est of the soil caI3orsite with 5epatyc.rize native, 11.orrda cat Fertilizer s - c.iIr c.�a �ILltyI �l �l �ca a1rr � 1 l � ct the rate a .. ..� °w. 1 ------- potash ac r orlc lcr.a s�rrr s Iuare feet Sa rF_cd f &�?r t r 1i z G r oraazcl pounds of actual planting beds b fore mu1.crlrirac M. , .y" I It a�tlrubs with the r.axist_Lrlr potted sca.r.l , 1.ca�r�a. ��r t11 tllc € ,�i�t rI�1 < r„�a.cic � D riot. _ ” .." ca _ a �� ce c� a,a r€w 1.earltw 1 rIc hol, t z.t c Ia p r f the cµ r c c a t. 1 a l_1 ria t l ea rI t o rI cl car t r __.. s I :r . 1 - t �Lr t r.i_r.r t a t ca � r Sides - a i. - ,, �_L. ( e c:. 1,_l, f C 7 L a .a_!.ra ra t l r. r Ia t."b c r cl c.w�� �a ra ct b€�>t t c,a�I Il o f t}I� r_�J. �t 1.rI"r a..a t, l a e.a Ira.l rI1I11LrIII of p "�" �� .. _ ,., ;A 1 C'1 "" shrubs re _ C. _8.tl....J A .. „P.. a.4.3 t.. ab ._ .. yfp i N r s hr.r u b-> �a rl c1 f . r i �a 1 c <.a-l. lw c�r I plants F.> i c�r t r c�.r�.a.> and c.l 1.e:a _c�� .,a. , - ' 1. � � „ I i ca r a .ca s to be, sodded a pl10 p c trrt c _8_- � f ".r tr. l r z cr l r 1000 square fcl b .ta r i r _ " I d ..:a f t�c�r s ca c;1r1�rI qo r � P M , m r• responsible � r 'roa t" ( rl `aria (::ar" €wlam�ac �� ref �:arI� €�1� .l.11 ca �,�a z a c1�.��e_a � Contractor ..�hr�a 1..C,. lar_, for_r. t�.lI c, 1 .�c._a �r. a � � .f �' w C 'mill �_ calarlg �Y3 es r cat,).�_e (_ gas o �^i at lir .l".l r1r,, � , t�:w..�mr i ii- i,on , C�}IC7rIE:.. l_a rl�, � , �3t1#_� °,f?Pt. i _.,_ .,. (.fit �" e e *^� w. 1 and ry ,r• shall be c u�are<ant�eed f€�ar_ Ca period of. IrlorItlI.y <_af t.c_..r f.l_rI�a.1 r.ras1)�_. .'tion ., � " tara� t �r -11, AA i a > call( l for . ,Llle LarlchscaHca Contractor shall be responsible for nottyirr� VA c)tlrrlcr maintenance of the 1aI1s . ao� cLart t--he Emonth _riaCDRAWN a y. - ..� -... .� " C" C'" ? ", "'..X :€ w. B_ �....1 �.. € M'.�-e € \.,r€✓A I 9,,,.r C_ar t..r..A&., r.Y �r�.,J 4. �x r. W, -R.. "...d,k�.+r. r'" ,, .._,,..,. _.. t t tI r cl a�a rI t,r.t.a_ca a> o f plant I Ilia t..<-._r �e:a l � 1 r.�t r�ct �a r c_ t. a r. _kI t�._a rI_t � .,ape ,, , ,� ,_ � Contractor C a q ��� ..." _ -� -� r I c t l I c:a c to a r I t.r t.1,c-a�'� <.a r� ���c�.l_1. �a� � _. ��.�. . . f l r ca ,,:a I I ci s c,�.a p c., a_ � r.c,.p_� c�zI�_r 1a i.c. f ca r c,.r a .t a_ l __.._ w �:a h 1_ plant material s lril on the �_l,e..a rI � Any ci ic,r u p:a r_a z I c.a. "..., on I t lI _ plarl shouldreport.-led to the f.,anc1sc°alrc Architect 1-1. All c hr a n il to plan r ca a S t b C approved b t l I e 1,andscape Ar c h i t(m>c.t: ive i Vie Iiaractsc:ape Contra(,,Lor° fra resja '.)c:>raM��k�1_�� fcrr c �:ai_I�IIc for tM}ac firara_l iw,;pmacT,c�t,_lon b� t;lac >5 A , I_,:azl ;c: a. c. Architect cat � llc rl the job i �a Co 1pl_(.}tr�cl �,,... �s 1 I Zoning S- 3 —, , e t yy rte+ x N �. el lei x#, ;r, :, to 'An a�^F~`,t" F'tg8"k N { -w,..,� �,,:. �,,,;" -__.__�___._�.,,..�.�..�.,.„..�..,..,�.,.........,..�-.�,..._,.,,..,... .,,�----_�.�•�-- .,..d,.,a...,...�.,�,.. tea: -�`�e�;_�:'�". �'° �',h�p��'�;."°.�' ',�," `'+ ; AV 4"Lew, ^- mow. „„�..n,,.,nrr:9x^� � � �� .",...ww,4..w..m�da. .. .ww,es.er..wMv.,w.++.,. .a.-uw:'w",*�r,w�.aa�..*,e.,..,,�.�.>.nan",a, ae..:w... 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LJ Ligustrum japonicum Japanese Privet 6 "H t. Multi-Stelli > 0 SHRUBS C11 Chamaerops humilis European Fan Palm 3 Gal . 2 CR Cycas revoluta Sago Palm 3 Gal . 2 HYS Hibiscus syriacus Rose of Sharon 3 Gal . 5 1'CB Ilex cornuta burfordi Burford Holly 3 Gal . 2 ND Nandiria domestica Heavenly Bamboo 3 Gal . I NO Norium oleander 01 ea n d e-r 3 G,A t . 40 PTV Pittosporurn tobira varieqata Variegated Pittosporum 1 G'al , 12 RI Z.W Raphi.olepis indica India Hawthorn 1 Gal 6 zo GROUND COVER �X) YA04 �%�u Cox; IN' LMG Lir-tope Muscari giganti Glant Lir.,Lope 12 211, 1 Gal . 0 SOD 0 Jam SOD Stenotaphrum secunda_c6r_n­v� rale-igh St. Augustine Raleigh Solid Sod MULCH Cypress Mulch Cypress Mulch Imp 0 X'I 4) GENERAIj NOTES Taylor R e sio d e n c e CL own A. Provide 100 % Irrigation Coverage fully automatic irrigation system all pop-up irrigation heads in sodded areas IQ" C be Florida Grade #1 or better as noted in the Florida Department B. All plants shall of Agriculture and C onsumer Servi,ces Grades and Standards for Nursery 131ants Industry Division of Plant C. Maintain positive surface drainage throughout the s ' tel before and after sodding and/or berminq =J 4- ANN D. Preserve existing trees and preserve all good quality underbrush and palmetto if __T r__ any exist on site . Prune , clean and mulch existing trees t palmetto and good quality 40 underbrush , if any exist on site 0 0 YA I -ium of 3" thick Cypres's Mulch E. Mulch all plant beds with a miniii C4 F. Sod to property line and to sod limit lines shown on plan all, solid sod n(:) 16 low now low () a gginc C spri .1 or seeding require soil amendment or drainage systems Do riot plant shrubs or trees in wet poorly G. Notify Building Contractor and Landscape Architect of wet soil conditions that will drained soils' . If. All top soil shall be a fertile readily crumbled in hand well drairied sandy loam, clean and free of clay lumps stones stumps or roots loll' A. _bill 64 4) M Aw 16A I . Planting soil should be a PH value of between 5. 5 and 6. 5 after admixtures Consult your County Cooperative Extension Agent for soll information A -4 1 0 J. Planting Mixture - MIx the best of the soil, found on site with 25% pulverized native Cr Florida Peat . Fertilizer shall be evenly applied to all newly planted areas at the rate of I and 112 pounds of actual nitrogen 1 and 1 /2 pounds of actual phosphorus , and I and '112 pounds of actual potash per one thousand square feet Spread fertilizer on 0 0 r.> 14 planting beds before mulching K. Plant shrubs with the existing potted soil level with the existing grade . Do not put dirt. on top of the root ball of plants and/or trees . Prepare plariting hole with a minimurn of 3" of plant mix on the sides and bottom of the existing -root ball for 3 \A*P J_ gallon plants 6" for trees and large shrubs and 2" for 1 gallon plants L. For areas to be sodded apply 10 pounds of 8-8-8 fertilizer per 1000 square feet before and after sodding -74 -actor shall be responsible for the location and/or damage of any M, The Landscape Conti alK �g I..or ry phone I underground pipes cable gas or water lines television ines arid septic North tanks Of SCALE : N. Plants and. trees shall be guaranteed for ca period of 6 month.,i after filial inspection S1 Wa is call4d for . The Landscape Contractor shall be responsible for notfying the owner 1k L of proper maintenance of the landscape during the 6 month period DATE only The Landscape Contract -ig the quantiti the Landscape Contractors convenience 0. The quantities of plant materials listed are for 10 1113 d 3 w ,or is responsible for verifyir a all plant material shown on the plan . Any discrepancies on the plari should' be reported DRAWN to the Landscape Architect ...... soot 7_� P. All, charige�; to plan must be approved by the Landscape Archite(,-t SHEET cr,� Q. The Landscape Contractor is responsible for calling for, the final irispection by H-ie Drive Landscape Architect when the job is completed cis +1 ld c%j CD O ..,Aa,.�gr5rrrr"r+w-Yan rNrrrwr m N Q' O ~ O O Q C'j in t1J Q G ~ N Lu H C=3 Lu Q U Q cn �- NORTHWEST PROPOSED VIEW FROM NORTHWEST n � Lu � W =��� EXISTING VIEW FROM �. Z W Z � o L u W W Q Com, NOTE: VIEWS ARE CONCEPTUAL IN NATURE AND ILLUSTRATE DESIGN o ¢ � INTENT. ACTUAL BUILDING APPEARANCE MAY VARY. o o = r mill � W � Q ,1 Q u L\j DRAWING INDEX : a� FIRST FI . .� ,a � w � � � IL � SHEET 1 = GENERAL NOTES, SITE PLAN, AND PERSPECTIVE VIEWS 49 SHEET 2= FIRST FLOOR PLANS WORK AREA - -- SHEET 3= SECOND FLOOR PLANS SHEET 4= BUILDING ELEVATIONS - -_ SHEET 5= BUILDING SECTIONS --------- ------------------------ SHEET 6= BUILDING SECTION AND DETAILS SHEET 7= ELECTRICAL ---------- • _ _ STRUCTURAL DRAWINGS: <C SHEET S1 = FIRST FLOOR PLAN SHEET S2= SECOND FLOOR AND ROOF FRAMING PLANS (X) — SHEET S3= FRAMING DETAILS W . O rN THE ATTACHED DRAWING DESCRIBE PROPOSED ALTERATIONS TO AN EXISTING w SINGLE FAMILY RESIDENCES IN ATLANTIC BEACH, FLORIDA. J THE BUILDING DESIGN AS/ DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH m ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE— 2007 EDITION WITH 2009 U + SUPPLEMENTS— AND ALL, PERTINENT ZONING REGULATIONS OF THE CITY OF ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHETHER Q REFERENCED HEREIN OR NOT MUST BE OBSERVED THROUGHOUT THE _ CONSTRUCTION PROCESS. PRELIMINARY APPROVAL FOR THE PROJECT HAS BEEN J W m OBTAINED FROM THE OCEANWALK ARCHITECTURAL REVIEW BOARD (ARB). NO m SUBSTANTIAL CHANGES WILL BE MADE WITHOUT ADDITIONAL ARB APPROVAL. THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, GROUP R-3. U - PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V—B ON TWO ..,Wo ' * FLOORS. z — SITE INFORMATION: ~ Z • ' _ THE BUILDING DESCRIBED HEREIN IS A TWO STORY SINGLE FAMILY RESIDENCE i LOCATED AT 421 OCEANWALK DRIVE SOUTH ON LOT 23, UNIT 2 OF OCEANWALK. Q THE WORK WILL INCLUDE THE ADDITION OF A 38 SF ROOM EXTENSION OFF OF (� J THE FIRST FLOOR. THE INCREASE OF IMPERVIOUS AREA IS CONSIDERED MINOR AND TRIGGERS NO NEW STORMWATER DRAINAGE DESIGN. AN EXISTING HVAC O F— CONDENSER PAD WILL ALSO BE RELOCATED. BUILDING INFORMATION: THE PROPOSED BUILDING MODIFICATIONS ARE HERE CONSIDERED TO CONSTITUTE A . N LEVEL 2 ALTERATION PER FBC. MODIFICATIONS INCLUDE THE ADDITION OF A FIRST Ilk. . g FLOOR ROOM EXTENSION, THE EXPANSION OF LIVING AREA WITH BATH INTO EXISTING ATTIC SPACE, THE CONSTRUCTION OF A LARGE DORMER WINDOW, AND W E THE ADDITION OF AN INTERIOR STAIR. HVAC FOR THE NEWLY ENCLOSED SPACE ITE PLANWILL EXTEND FROM THE EXISTING HVAC SYSTEM OR AN ADDITIONAL SYSTEM WILL S '" BE PROVIDED PER FBC. �.� � X ,_ i "= l Q ' . ' � THE EXISTING HOUSE IS CONSIDERED AN ENCLOSED STRUCTURE WITH -�..., (PROPOSED FLOOR PLAN . w CONVENTIONAL UNPROTECTED WINDOWS. ALL NEW WALL OPENINGS WILL BE FILLED N WITH PRE—MANUFACTURED UNITS CONTAINING NON—IMPACT RESISTANT GLAZING. OVER EXISTING SITE PLAN ` PROTECTION WILL BE PROVIDED FOR THE NEW WINDOWS PER FBC. BECAUSE THE . a GLAZED AREA OF THE NEW WINDOWS WILL NOT EXCEED 25% OF THE EXISTING W E GLAZED WALL OPENINGS, THE EXISTING WINDOWS WILL REMAIN UNPROTECTED PER is EXCEPTION 1 OF 606.4 OF THE EXISTING BUILDING VOLUME OF FBC. NEW S " WINDOW DESIGN PRESSURES WILL BE MET PER FBC REQUIREMENTS. 2 4' 8' �_ . . EXISTING CONDITIONED AREA= 3484 GSF +/— ON FIRST D FOR CODE COMPLIANCE 5 --- ' CITY OF ATLANTIC BEACH AREA OF NEW FIRST FLOOR ADDITION= 38 GSF +/_' AREA OF NEW SECOND FLOOR ADDITION= 650 GSF +/— REQui NTSAvDCo��io S. .SITE PLAN, A - •- re* ` ' �` NEW TOTAL CONDITIONED AREA= 4172 GSF +/— 1c� PORCH AND UNCONDITONED AREA DOES NOT INCREASE. REVIEWED BY: DATE: - - ERSPECTIVE VIEWS, AND NOTES 1 ALL CURRENT LIFE SAFETY/EXITING AND ACCESSIBILITY REQUIREM w�44)714 MET PER FBC. f ILE C 12-01 -09 f WORK AREA I I 1 I I I ------------ FIRST FLOOR - 1 I I ------- -------- WORK AREAN ' I I i I I m ' I ------------------------ I O O N O m I 1 -------------------- O m N CrJ I 1 cm r- 1 I O W cm LuI 1 i I I I O N I Q O 1 I I I � � � X Q V cn LJ Lj_. Lu Q cWn w = cL-'-j W W W ¢ O I I THREADED RODS EXISTING WALLS 0 1-- W I 1 � � m � Q ¢ �_ Z N I i I w Lu WILJ-. 1:FQ :2� O C3 W el- < LL Q LLA- N Z a. ' ' 1 1 EXTENDED CLOSET AS NEW i NEW LINEN CLOSET WITH 3 SHE�VES 38 SF BUILDING ADDITION L---------------------- i BENEATH STAIR I AW I I 5'-O' I I L----- -----------------J kh I f` 1 NEW W STORAGE CLOSET ___-- BENEATH TAIR ``� STAIR b I EXISTING EXISTING EXISTING ` � ` ��� ;r, �_ •� � • NEW STAIR TOG Y FIT CLOSET HALL CLOSET WITHIN MODIFIED CL HALL F-- CLOS MAINTAIN 6T HEADROOM HERE AT STAIR BELOW AND AT i ----- - ALL POINTS ALONG STAIR Q EXISTING HVAC ' ---- � � rn0 EQUIPMENT TO BE �' ------------ ' • , ' - 8 2 CEILING � � RELOCATED SOUTH -- � � r- r r EXISTING a af � � I I CLOSET P71I I O • • ' -------- I I 82 L_L_L L1..1 0 -- ------ VA L EXISTING BUILDING EDGE BEDROOM WALT- REPLACED AT 45 DEGREES (L 111,1111114 EXISTING RELOCATED HVAC PAD WALL ® TING BATH TO ACC MODATE PLUMBING HALL TO BE SCREENED FROM STREET DRAT FROM ABOVEnoolo ------------------------- AND NEIGHBOR BY VEGETATION ------------------------- ;Y U EXISTING Q BATHROOM W Q U Z t~ Z W d I I 1 I A O F— Q PROPOSED FIRST FLOOR PLAN c., d' FIRST FLOOR NEW DOOR SCHEDULE SIZE MARK WIDTH HGT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS EXISTING FIRST FLOOR PLAN 01 32 6'-8" HINGED - SINGLE MATCH EXISTING == MATCH EXISTING MATCH EXISTING LEFT == N 02 24 6'-8" HINGED - SINGLE MATCH EXISTING MATCH EXISTING I MATCH EXISTING I LEFT 03 24 6'-8" HINGED - SINGLE MATCH EXISTING -- MATCH EXISTING MATCH EXISTINGI RIGHT I FULL HT. DOOR IN FRONT OF LOW OPNG. W E S 2' 4' 8' EXISTING AND PROPOSED FIRST FLOOR PLANS 12-01 -09 OVER NEW PLYWOOD ROOF SHEATHING I I _ AND EXTENDING ACROSS VALLEY AND Sf 12 PITCH 8f 12 PITCH I ONTO EXISTING ROOF MIN. 24". 1 I � I , I I t 1 1 � I I I I I I i m N N / 1CQ co cu 09 `''♦ ' = N P7 m oC' 14'- u o NORI AREA I 1 . ; Q o � °c j o c?? F S-71' 2'-6" '-6" 2'-6' 3'- " �\ �i = Q V ¢ I w ADDED DORMER I ♦ , w w Ly Lu Lu Ce N ool w Z w U Q I ' i I 1 2 iii 3 4 ' `\ �i V U F-- Lu iii ' ♦`\ T---------------< 1— w Cj I I I I III ♦` ♦♦ , `♦ `♦ f� � 0 � Z �'' I L 0 � 0 = mo o 1 i i iii i ��♦ ♦Y '�♦ ''\ Q w Q -� o w _ PIANO ROOM u- N Z 1 I N 1 VAULTED CEILING r� 16' FLOOR STRUCTURE 111 ' 1 I I , PRE-FINISHED WOOD FI_ fd:1 PROVIDE R-19 FlBEOI�SS 1 11� BATT INSULATION `� i '`♦� '�♦♦ ' ., AT EXTERIOR AND ATTIC WA6LS \ III ♦ I `♦ ' -�---� I 7'-0* 1 ------------ ` III �_-I ♦` 1 \♦ 1 -� 1 �\ III � � ♦ 1 I j � 1 � `\ III i \♦ I I ------ - I STAIR �------- ------- ------� SLOPED CEILI = PRE-FINISHED WOOD ' 1 TAKE TO PROVIDE g, TREADS WITH PAINTED I ,' w �? PLYWOOD RISERS 111 1 CLEARANCE), FOR PIANO 1 ® III Q MOVE TO OND FLOOR. % r PROPOSED ROOF PLAN 1 ' GUARD T W HERE MAY 1Of 111 - p � NEED TO REMOVABLE `2 "� "' --'�' 0 ----- -- ------------ OR BUIL AFTER MOVE. '' = 8' FLOOR AT LANDING •' '' _ ll 1 I CLOSET t� - 1 = -all 1 I N SLOPED CEILING '_ ' 3'-10 " t t '_0;' t2 3'-� 12 FLOOR, WD. FIN. LLJ SLOPED Co 6 7 '10' ' OOR, WD. FIN. CERAMIC TILE AT SHOWER FLOOR SET ♦ J 'BATH IN GROUT OVER L------ ------� RASPABLE RAIL t4 13 o WATERPROOF PAN `�♦ LL_ 10( j NG - v o �\ FPED CEILING 12 R, LE FIN. 17] RAINSHOWER `\ �/ 2 FLOOR TILE N iL LO-- -- SHOWER HEAD' AT CEILING I -------------------� ; TILE AT SHOWER W UP TO 7' I i ABOVE FIN. FLR. OVER W 1 I � I • ` ------------ �: " HARDIBACKER CEMENT BOARD I 1 1 I I 1 1 I I U I 1 I I PROPOSED SECOND FLOOR PLAN I 1 I I 1 I I 1 TRANSFORMING PART OF EXISTING ATTIC z W I I Q 1 1 I I I 1 , 1 p I , I , DOOR SCHEDULE Q I I 1 I SIZE T MARK WIDTH HGT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS 11 36 6'-8" HINGED — SINGLE MATCH EXISTING -- MATCH EXISTING MATCH EXISTING RIGHT -- N 1 12 36 6'-8" HINGED — SINGLE MATCH EXISTING -- MATCH EXISTING MATCH EXISTING LEFT -- r I 13 48 6'-8" HINGED — DOUBLE MATCH EXISTING -- MATCH EXISTING MATCH EXISTING NA -- j 14 24 6 -8" 1 HINGED — SINGLE MATCH EXISTING -- MATCH EXISTING MATCH EXISTING RIGHT -- I 1 15 24 16 0-8" HINGED — SINGLE MATCH EXISTING -- MATCH EXISTING MATCH EXISTING RIGHT SEAL THERMALLY AS EXTERIOR DOOR 1 1 1 1 1 ------------ 1 SECOND FLOOR WINDOW SCHEDULE N ------ ----- ------ ------ ----, SIZE I MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR HEAD HEIGHT GLAZING REMARKS W E ►� 1 2'-6" 4'-0" CASEMENT MATCH EXISTINGL STAINLESS STEEL MATCH EXISTING 7'-0" CLEAR INSULATED LOW—E -- ' ' 2 2'-6" 4'-0" CASEMENT MATCH EXISTINGL STAINLESS STEEL MATCH EXISTING 7'-0" CLEAR INSULATED LOW—E -- S I R` I 3 21-6 4'-0" CASEMENT MATCH EXISTINGL STAINLESS STEEL MATCH EXISTING 71-0" CLEAR INSULATED LOW—E -- 2' 4' 8' 4 1 2'-6" 4'-0" CASEMENT MATCH EXISTINGL STAINLESS STEEL MATCH EXISTING 7'-0" CLEAR INSULATED LOW—E -- ROOF PEXI TSI N G NOTE 1: THE BUILDING STRUCTURE IS CONSIDERED TO BE ENCLOSED WITHIN EXPOSURE C SUBJECT TO BASIC WIND DESIGN SPEED OF 120 MPH. ALL NEW EXTERIOR WINDOW OPENINGS ARE TO BE PROTECTED WITH EITHER PRECUT, LOCATION LABELLED, 1/2" PLYWOOD PANELS, OR CODE COMPLIANT EXISTING AND FABRIC STORED ON SITE. ALL PANELS ARE TO BE PREDRILLED OR OTHERWIZE PREPARED FOR ANCHORAGE AND ALL REQUIRED ATTACHMENT HARDWARE PROPOSED FIRST PROVIDED. WALL ANCHORS ARE TO BE CORROSION RESISTANT AND PERMANENTLY ATTATCHED TO BUILDING. SEE FBC TABLE R301.2.1.2 FOR FASTENER FLOOR PLANS TYPE AND SPACING. ---- , , ---- NOTE 2: INSTALL ALL DOORS AND WINDOWS PER MANUFACTURER RECOMMENDATIONS IN ACCORDANCE WITH FBC. 1------- ------J 12-01 -09 m N ET71 mcm cj O N CO N Cj C� O O � Q O V N 0 N — M*" Q O EH W = W ce = = un 0 q? CC = Q Z X CQ un Q En W = C� ELEVATION EXISTING NORTH ELEVATION N z W z W " C, O EXISTING EAST E LEV W 0 ¢ � "' N 0 tn p 25 W CC W W u" E--- cm O ::EEO o u u— cm Q Ei N Z - r f' Z) Q O 0 Y Y EXISTING WEST ELEVATION � Lu J EXISTING SOUTH ELEVATION � w NEW DORMER WITH WINDOWS NEW DORMER WITH WINDOWS CONVERTING ATTIC T LIVING AREA CONVERTING ATTIC TO LIVING AREA U i MATCH EXISTING STUCCO FINISH AT WALLS. Q MATCH EXISTING ASPHALT SHINGLES AT ROOF. d MATCH EXISTING WOOD FASCIA DETAILS. W NEW CLOSET EXTENSION AS BUILDING ADDITION. WALL, ROOF AND TRIM MATERIALS AND FINISHES TO MATCH EXISTING. U Z Z Lu Q J Q PROPOSED EAST ELEVATION PROPOSED NORTH ORTH ELEVATION T. NEW CLOSET EXTENSION AS BUILDING ADDITION. CV WALL, ROOF AND TRIM MATERIALS AND FINISHES TO MATCH EXISTING. NEW CLOSET EXTENSION AS BUILDING ADDITION. WALL, ROOF AND TRIM MATERIALS AND FINISHES TO MATCH EXISTING. 4' 8' 16' EXISTING AND PROPOSED BUILDING ELEVATIONS PROPOSED SOUTH ELEVATION PROPOSED WEST ELEVATION 12-01 -09 FLAT GYP. CEILING. PROVIDE WATER & ICE MEMBRANE AT JOINING OF ROOF AND WAIL ROVIDE 1.5" DIAM. ROUND HANDRAIL ATTIC BENEATH ALUMINUM FLASHING MOUNTED TO WALL ALONG THAT EXTENDS MIN. 8" ABOVE ROOF ONE SIDE OF STAIR AND BENEATH TYVEK WALL MEMBRANE, MAINTAINING 1.5" CLEAR SPACE PROVIDE R-19 FIBERGLASS BATT INSULATION PROVIDE SPRAY FOAM ICYNENE INSULATION METAL LATH, AND STUCCO. BETWEEN WALL AND HANDRAIL AT EXTERIOR AND ATTIC WALLS, TYP. AT NON-VENTED ATTIC AT STAIR m cv AT SLOPED CEILING AREA. m dj- ATTIC cm ¢ m m 1.5" DIAM. ROUND HANDRAIL oo � MOUNTED TO WALL W/ 1.5" CLEARANCE STAIR ES ULE o CLOSET nc a Lu U o N o N AT 36" ABOVE STAIR TREAD NOSING. 1 Q o H "' °C°D o GUARDRAIL SHOWN co o < H � TO 36" ABOVE TREAD NOSING. BATH ATrIC wne ¢_JI ILA ¢ ¢ ` OLWALL GUARDRAIL _ °C cn ¢ � "'' � ATTIC IF PICKET RAIL USED, NEW CLOSET EXTENSION AS BUILDING ADDITION. SPACE PICKETS TO PREVENT WALLROOF AND TRIM MATERIALS AND FINISHES ZD Z w Z w V o , ZD W W W peQ PASSAGE OF 4" SPHERE TO MATCH EXISTING. 0 U oC C_) 1— w c <C Q V-) w N D p C-le Lu ATTIC o EXISTING LIVING ROOM o � o o �' STAIR >u 1 Qu- Qu- cvZ � MAINTAIN 6'8" HEADROOM AT ALL POINTS OF STAIR. SLOPE CEILING AS REQ'D. HALL CV N tD 1 00 ao v —{� Q Q V J LHI I BUILDING SECTION q. BUILDING SECTION 2 w o t s: w 4 PROVIDE SPRAY FOAM ICYNENE INSULATION U NEW EXTERIOR FRAMING I-0" AT NON-VENTED ATTIC AT NEW DORMER AT SLOPED CEILING AREA. FLAT GYP. CEILING. Q PROVIDE SPRAY FOAM ICYNENE INSULATION W PROVIDE R-19 FIBERGLASS BATT INSULATION AT NON-VENTED ATTIC AT BATH AT EXTERIOR AND ATTIC WALLS, TYP. ATTIC AT SLOPED CEILING AREA �J m BEGIN SLOPED CEILING WOOD VANITY CABINETS WITH GRANITE COUNTERTOP ROOF ALL RING VESTIBULE DE R-19 WITH MIN T6"WTE VERTICAL LEG. ROOF TO WALL FLASHING AT EXTERIOR AND ATTICC FIBERGLASS BATT U PROVIDE SPRAY FOAM ICY ENE INSULATION PROVIDE R-19 FIB S BATT INSULATION WITH MIN 6" VERTICAL LEG. _ AT NON-VENTED ATTIC AT STAIR AT EXTERIOR AND ATTIC , mPIANO ROOM BA z AT SLOPED CEILING AREA. 00 _ _ ATTIC Q Z 6" NOM. WD. BASE, TYP. o W Q ATTIC ATTIC STAIR ATTIC J Q PI OVIDE R-19 FIBERGLASS BATT INSULATION EXISTING AT NEW FLOOR FOR SOUND ISOLATION. LIVING ROOM T' N cLosET HP I d' N LOW no CLOSET SHELVES AT NEW CLOSET PER OWNER. SLOPE GYP. CEILING ALONG UNDERSIDE OF STAIR. BUILDING SECTION 2' 4' s BUILDING SECTION 3 1 PROPOSED BUILDING SECTIONS 12-01 -09 AND PANEL TRIM PIANO R O O M PROVIDE ALUMINUM FLASHING AT VALLEY BENEATH SHINGLE APPLICATION AND OVER Ln N WATERPROOF MEMBRANE UNDERLAYMENT. m � GYPSUM BOARD TYP. N Q cm cu °4 ALL NEW ROOF TO BE APPLIED N c0 t— o Q N OVER SELF-ADHERING WATERPROOF r ATTIC Q o U c cv pct MEMBRANE SUCH AS CARLISLE WIP 100. ATTIC °O0 Q o H co W oC o INSTALL ROOFING AND UNDERLAYMENT = = _ ¢N ~ o � PER MANUFACTURER RECOMMENDATIONS. o PROVIDE R-19 FIBERGLASS BATT INSULATION — Q U ¢ cin LLL � AT EXTERIOR AND ATTIC WALLS, TMP. W cn Q tX �~i l _ - NEW CLOSET EXTENSION AS BUILDING ADDITION. iv N „Z, �., 2-U ou EM WALL„ ROOF AND TRIM MATERIALS R - C) U w V I-- U-1 AND FINISHES TO MATCH EXISTING. N - cn co c- 1 ' 0 25 � 4 PROVIDE NEW STRUCTURAL PRO DE R-19 FIBERGLASS BATT INSULATION w o W Lu AT FLOOR FOR SOUND ISOLATION. � 0 � O o w WOOD FLOOR FRAMING EXISTING Q � Q u- N Z L� PER ASSIUCTURAL NGS SISTERS TO EXISTIG LIVING ROOM CEILING FRAMING ® ® ® ® ® EXTENDED N TRIM AWAY EXISTING RAFTER TAILS AND CLOSET EXTEND 8' CEILING INTO NEW CLOSET SPACE. o I EXISTING WALL EDGE °OLL EXTEND EXISTING FLOOR FINISH. F_ Q C 5 BUILDING SECTION Lu O J U- w WINDOW INSTALLATION (METHOD A) _ WEATHER RESW BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. U STEPS SECTION A Q APPLY SILL FLASHING THROUGH WINDOW JAMB Q ©APPLY BEAD OF SEALANT w AT BACK OF WINDOW FLANGE& SEF WINDOW(PAN SEALANT BEAD HEAD SCREWS MUST BE USED BEHIND MOUNW TO FACILITATE INSPECTION) FLANGE• APPLY LEAD OF SEALANT AT SEAL THE WINDOW FRAME TO SIDE JAMBS OPENING. APPLY A%'NOM. ®APPLY JAMB FLASHING DA. BEAD TO THE BACKSIDE (INTERIOR) LU THE WINDOW (DAPPLY BEAD OFSEALANT FLANGE. IN lJlC WITH ANY AT HEAD PRE-PUNCHED HOLES OR SLOTS. �'---------- -- U ©APPLY HEAD FLASHING Q JAMB FLASHING — FLASHING APPLY CONT. SEAL TO THE MOUNTING IN WATER T THE B FASHION, FLANGES AT THE TOP(HEAD)AND FLASHING SEALANT BEAD MOONBEMEN THE WALL AT THE BASE OF SIDES(JAMBS)OF WINDOW. EXTEND RANGE �MOUNTING THE WALL&WORKING TOWARDS SEALANT AT JAMBS 8)r ABOVE TO THE FACE O THE TOP. E OF THE LL THE WRB THE R.O.AT HEAD. EMBED jw z SHEATHING. TUCK WRB UNDER BASHING INTO SEALANT AND SILL FLASHING.AND OVER FASTEN IN PLACE. (FLASHING W JAMB&HEAD FLASHING. GOES OVER SEALANT). (8)WITH SHEATHING TAPE, CONNECT THE WRB TO THE FLASHING -J ALL 4 SIDES) FLASHING AT HEAD O EXTENDS 1'BEYOND JAMB FLASHING. g`Iti AHEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST 1_ �. THE PREVIOUSLY APPLIED SEALANT(FLASHING GOES SEALANT OVER SEALANT). RIND��` ��' L NIFAD FLASHING BEYOND EACH JAMB BASHING. FASTEN IN PLACE !�} i A i I i j A 0 JAMB FLASHING 1 1 EXTEND JAMB FLASHING j J TO OVERLAP SILL I FLASHING. EXTEND JAMB FLASHING 8)r ABOVE ROUGH OPENINGSEALANT���. ���• AT WAD. APPLY TME AT CORNERS TO TEMPORARILY HOLD FLAMM IN PLACE SILL FLASHING UNTIL WRB IS APPLIED. +G=.. SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB,AND LEVEL CONDITION. USE CORROSION RESISTANT FASTEJNERS. FASTEN WIDOWS PER WIDOW MANUFACTURER FASTENER SPECIFICATIONS. 2* 49 8 PROPOSED BUILDING INTERIOR VIEW TOP LEFT CORNER OF WINDOW SECTION AND DETAILS 12-01 -09 f. P ' r i r , _______________ ________ CG N CM 1 C9 N llqr N Q c� Cj CO 03 C� r� am Q C= T N Q N T W S/ C= LU lv�i QcWnW = V- j W W W Ce Q C. ce------------------------ I J C! LLJ Cb C 1 ' I----------------------- 1 Q Q un Z c�J CQ can WCG G NU— tZ �OCQOQ . I I — LL LL N Z CL 1 I I 1 j I i I I I I II I 1 I I III I I I 1 111 / 1 1 I 1 III / 1 I I I I11 I � 1 I III I I I 111 1 I --- L-----------------------J 111 1 III j Q lil + � ♦ \ III / / r ^ + --t'------- IN \ ht1 TEL j ;! •' Jai \ III Lu O I11 + --------del I11 --- J -------------- r%0000 F \ 111 1 \ III 1 —rrr \ 1 1 I _LI 1 (,, Tl:y �i ,- i 1 1 1 1 I I _L_L_L — -------- WP no HFL / i w GFCI _ _ FCI �]T77�::7 D", GFC - - ------------------------- U Z PROPOSED SECOND FLOOR ELECTRICAL PLAN W Q ELECTRICAL LEGEND [L 0 DUPLEX OUTLET RECESSED DOWN LIGHTNOTE 1: ALL PIANO ROOM < =90 OUTLETS TO HAVE ARC FAULT RECESSED CIRCUIT 1NTERUPTERS PER NEC. r DUPLEX GFCI GFCI DIRECTIONAL DOWNLIGHT NOTE 2: ALL LIGHT FIXTURES 220 VOLT OUTLET �@. WATERPROOF SCONCE 1-0 ARE TO BE DIMMABLE PER N _-TT_—_---- -------T---- HIGH ON WALL ABOVE TILE WP OWNER SELECTION. JUNCTION BOX Fil SMALL INTERIOR WALL SCONCE NOTE 3: USE COMPACT WALL SWITCH EYE LEVEL � FLUORESCENT LAMPS WHEREVER POSSIBLE. 3 WAY WALL SWITCH 3 INTERIOR LIGHTING FIXTURE ® NOTE 4: SWITCHED OUTLETS SURFACE MOUNTED AT CEILING OPERATE BOTTOM PLUG TELEPHONE OUTLET A TEL WALL SCONCE (- +4 PROPOSEDFIRST F ELECTRICAL PLAN CABLE TV OUTLET TV WALL MOUNTED PICTURE LIGHT N CEILING FAN (MINOR CHANGES OCCUR WITHIN WORK AREA ONLY) W OD E HEAT FAN LIGHT (POTENTIAL NEEDS FOR ELECTRICAL SERVICE INCREASE AND NEW H FL S HVAC SYSTEM TO BE DETERMINED) WIRED SMOKE DETECTOR W/ BATTERY i WALL MOUNTED CLOSET LIGHT CEILING MOUNTED AUTOMATIC WITH DOOR OPNG OR SWITCH AS SHOWN 2' 49 $� PULL CHORD FIXTURE ��- WALL MOUNTED ELECTRICAL PLANS IN EDITION,ACI,NDS,APA AND ASCE7-05. ALL EXTERIOR BEARING WALLS,4'O.C.IN ALL INTERIOR WALLS, UNLESS • NOTED OTHERWISE ON PLANS. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 3. PLACE ALL-THREAD RODS WITHIN 6"TO 10"OF EACH CORNER AND AT EACH INTERSECTION OF BEARING WALLS. RECOMMENDED INSTALLATION 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR SEQUENCE IS: 4 THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED o OTHERWISE ON THE PLANS. A.PLACE SHEARWALL RODS(SPECIFIED ON PLANS) 71 1 W7= o B.PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) Z 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE C.PLACE CORNER RODS z OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. D.PLACE ALL OTHER RODS. L SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT E fY z' o w DESIGN IS SPECIFIED WITHIN THESE PLANS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON � a a l= CONCRETE NOTES SET EPDXY SYSTEM,OR APPROVED EQUIVALENT.ALL-THREAD EMBEDMENTS ----------------- o a o FOR SHEAR WALLS AND HIGH UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN a THEIR RESPECTIVE DETAILS. ouj 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. LAST JOIST IS DOUBLE 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS 2X12 FOR WALL SUPPORT. 2. 6X6 W1.4 X WIA WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". THAN 3200 LBS. THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH=1/2'. 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: 1 rn 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED 3 - #--_ -- --. - !_ ALL NEW JOISTS ARE 2X12 FLOOR JOISTS AT 24" N OVER A 6 MIL.VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON 6"-TYPICAL WALLS, MONOLITHIC FOOTING ! ! ; O.C.JOISTS IS SIT ON 31 2 SHIMS AT BEARING PRIOR TO POURING. 7"-EXTERIOR WALLS,STEMWALL FOOTING POINTS.JOISTS ARE PLACED BETWEEN EXISTING a 8"-MASONRY WALLS ! z o _ ! CEILING JOISTS.DO NOT FASTEN NEW JOISTS TO 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS,ORGANIC MATERIAL, - - -- - EXISTING JOISTS. w COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT ! t ! > o MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE CONNECTIONS ARE SHOWN IN THEIR RESPECTIVE DETAILS ON THIS SHEET. ! ! !' �,► _____ _ EXISTING 2X JOISTS AT 24"O.C. � Z `- FOOTING. - - 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, ! T , EXISTING 2X8 JOISTS AT 24"O.C. NEW 2X12 JOISTS AT 24"O.C. 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM A615. U.N.O. '01 NEW! 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELDSEE FOUNDATION PLAN FASTEI ST STU ------'-- NEW 2X4 EDGEWISE FILLER AT 24"O.C. WHICHEVER IS GREATER. LIMITATIONS,IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. WALL T EXISTING FRAMING WITH ! ! ! �,► / FASTEN STUDS TOGETHER WITH(1)ROW OF 10d NAILS.FASTEN THE STUDS BELOW FOR FOOTINGS. 10d NAI AT 3"O.C. 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". TO THE TOP AND BOTTOM PLATES WITH(2)SPH. PLACE A 1/2"ANCHOR BOLT - *' I ! WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. 2X4 EDGE WISE FILLER MATERIAL AT 45°ANGLE.*,, '' +� ! ! ♦1 FASTEN TO 2X12 BELOW WITH(2)10d TOE-NAILS. 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH - ! ,,► EXISTING BEARING WALL 8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER ++�` '► 8.3, 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY (2)2X10 RAISED ,'" .' , ! ♦ / U Z J REINFORCEMENT. HEADER.BEVEL -~-, w'° ~ - - - -- ---- --------- -- - -- ------_- LLI Q a J AS NEEDED. I { ! ! ! LL 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY GEOFF GARTNER,PE,SHOULD BE '*40 !x� ! �! ! �` F- USED Z USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM 4 -` -- -- - -- --- -- _ _----__ -__--- ---- FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. S3 r ----{ ! ----------------- ! ! ! ! 3 � � W U 10. STEMWALL TO BE A MAXIMUM OF SIX(6)COURSES TALL. CONTACT ENGINEER OF RECORD IF - ---- --- --' !�-- 1'f !- - ---+ 11 S3 Q U Q STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. FASTEN LAST STUD PROPOSED ! t ! �, ----- --- ------ -- -- ELEVATION LEGEND Q O WALL TO EXISTING ING WITH ' ! ! ! ! ``=nn m 11. WHERE THREADED RODS ARE EMBEDDED 12"INTO STEMWALLS,THE TOP TWO COURSES OF 10d NAILS AT 3"O. . _--f - - -_ - � PIANO ROOM ELEVATION W V U STEMWALL MUST BE FILLED. - ,2- - - cL OFRAMING NOTES " C• ------ -- --- ----- - ----- ---- 4"LOWER THAN PIANO ROOM = J 5 Z 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2007 FLORIDA BUILDING 9 I J Q CODE,RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD -1 y8"LOWER THAN PIANO ROOM Ch J CONSTRUCTION. -- -- -- -- - � -- --------------- W U �C {( It I II-- II I 1 II i1 Irl 11 II II 1 II c 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. II I 1 11 1 I I ii I II II I II I I! G O II it 11 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE it 1 it It 11 It 11 11 II II li i I II J ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER II I I I I I ! II I II i II OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. It IN till II !I II � II 1 I } i 1 I 1 I II I II u_ 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE,MASONRY OR SOIL SHALL BE PRESSURE TREATED. 3 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. - S3 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. SIM EXISTING 2X6 7. DIMENSION LUMBER JOISTS AT 24"O.C.71. ALL o, - MEMBERS -------- S GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS .n 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 c 3 N SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND o v Q n LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d=0.131"x 2-1/2" 10d=0.148"x 3" 12d=0.148"x 3-1/4" 16d=0.162"x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS,SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. - - -T---r------------------------------------------------------------------- O 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. LOAD TABLE I J ROOF: L.L. LIVE LOAD: 20.0 PSF DEAD LOAD: 7.0 PSF APPROXIMATE r"e1 CEILING: SITE LOCATION _ IRST FLOOR PLAN LIVE LOAD: 10.0 PSF 114"=1'-0" LIVE LOAD-STORAGE: 30.0 PSF ' DEAD LOAD: 5.0 PSF , f U. FLOOR: 119 MPH ` { l I LIVE LOAD: 40.0 PSF \N1 DEAD LOAD: 10.0 PSF 120 4 DECK LIVE LOAD: 50.0 PSF i \ S3 I WIND LOADS: 5'-0" WIND SPEED: 120 MPH 11s MPH L-1 EXPOSURE: C tI IMPORTANCE: 1.0 BUILDING CATEGORY: II ENCLOSED BUILDING: I I { INTERIOR PRESSURE COEFFICIENT: 0.18 110 MPH 119 MPHCID ' ' ROOF PITCH: 8:12 los MPH115 MPH ( 4 I 1 #5 REINFORCEMENT, DRILLED AND EPDXIED I S3L USING SIMPSON SET ADHESIVE.MINIMUM m a uj -'- J EMBEDMENT INTO EXISTING AND $ m N g i PROPOSED FOOTINGS IS 6".MINIMUM EDGE m ¢ o$ rn Co � 120 MPH , " 1 DISTANCE OF REINFORCEMENT IS 3".BARS W o w d COMPONENT AND CLADDING -6-0 i SPACED AT 48"o.C.MAX. g � �v DESIGN PRESSURESCm 0 N 4 I OvLL AREA, EFFECTIVE END ZONES, PSF INTERIPS�ONES, DUVAL COUNTY WIND SPEED MAP s3 ` `,,�1111111i11H////�' Sheet No. .�WAYN� AS THIS SITE LIES WITHIN THE HURRICANE DEBRIS REGION, • "••• 0-20 35 -45 35 -38 PERMANENT OPENING PROTECTION WILL BE REQUIRED.THE �� E may' CONTRACTOR MAY USE IMPACT GLAZINGS,PERMANENT SHUTTERS OR ? w 20-50 33 -41 33 -36 5/8"PLYWOOD,CUT TO FIT THE OPENINGS AND LABELED.PLYWOOD _ RO POS E D CLOSET FOUNDATION PLAN 0. 3 _ MUST BE FASTENED WITH 1/4"X6"WOOD SCREWS AT 12"O.C. 114"=1'-0" s • '* = 1 50-100 31 -39 31 -34 1 S 100-200 29 -35 29 -33 � OF 3 TMs dmmwr t,together wNh the concepts and designs presented herein Is Intended only for the specific pupose and dent for which It was prepared. Reuse of and br proper reliance on it&document wilhout wrillen authorlmdm by Almnder Grace Consultlrg.Inc.,shell be wbmd NeWky to Alexander Grace Consultlng,Irw- �//I,;IIIIIIN�N�` Q m � 2X8 LEDGER FASTENED TO NEW STUDS 5 WITH (4)10d NAILS PER INTERSECTION S3 1 BALLOON FRAME END WALL WITH 2X6 OF LEDGER AND STUDS. S2 SPF STUDS AT 16"O.C. — \ (2)2X10 3:1 ` SW SW CONTINUOUS HEADER ` - rn -IJ i I i t I l — —— ——— —- INTERMEDIATE(2) Q O 0: 2X4 SUPPORTt i ( 1 I I \�� E p REQUIRED. O I I I 1 ,, L g CCF� 1 I I 1 I 1 1 1 I I 1 I E S3 1 i EXISTING z p a I iii _ 1 I 1 I 1 I I I I I I __.F9SIEdF� GER WITH a o W 1 I 1 1 t--____----1 I I LUS26 SK D DOWN °. ,' o W Z j I 1 I I I I 1 2X4 OUTLOOXFRS AT W D — —— —— —— —— 1 I I 1 I I I I I 1 — - -24"�.C. — --- — —— ——— — I I i 1 - -- --- - -- -=-\ t i ' 4 NEW 2-PLY 1.75"X14" \ N i OFA G-R LeAAA-L�IL—— — — — - - -- ---------------<' r - --- - - - - ————— —— —— — i I 14EW 296 RAFTERS AT 24_O_C`— — i I -- -- - -- - - -- -- -- - ----- =� j I r - --�=- - - =� m Z - -- --------- -- -- - -- - XISTIN RAFT R$',qUT NEW 2X6 RAFTERS IfACK F R NEW OOMF., ___ __ t ____ __ _ __ —- ----1111 TYP AT 24 O.C. — - -- -- --- -- -- - -- --- -- -- �, ----'lI --- — EXISTING RAFTERS CUT I I 1 1 1 � j� (2)2X121:1 -- ----- BACK FOR NEW ROOM — - ---' � i i I I I I ( ` -- -i-- -- --- -- -- --- -- - -- -- - - -- -- - ' NEW(2) i I U J_= I FA TEN T6 LVL WITH(2) .5A. \ 1 I 1 CIO I ( I I I (2)2X61:1 (2)2X61:1 — — —RIDGE BEAM. — — - --- -- ---- --- - - -- � i i i 1 ,y-- -- - - --- -- --- -- -- -- L—— C ILING�ISTS AT 24" 1(2)2X6 1:1 — E FTE �' -r— IGNI (TH ROF RAFTERS. I U z ===c= (2)2X61:1 ANDRIDG EAM i I i ( 1 — — —— -- -- - -- - - --- -- - -- -- W —� Aid -- -- -- -- - --` ---- -- - --- - - - - - I 1 i �•— O He fig A 2X8SLEEPER _ 1---�-- — I� III Ilt III III - - -__— _ __ ___ __ ___ __ _____ - ;( I Ili IU III IIS _ Q = NEW 2X8 HIP -- --- -- - --- -- -+� -- - -- -- --- - -- - - 1 I III I 11 Q ul to II W (2)2X61 1 BEAM,TYP 2. —-1 = _ _ Q ---------------------- - -- -- ---------- -------- --------- - - -- - -- - - - - - - -- m i III III III ,II W (, N - -- 11- - -II-- 111 III III - - -- -- - - - -- -- --- -- --- -- - 1 �/ _ ` -` � II II II II %III II Ili I1 III III III p I III Ip 111 II � II 0 II ii III ii IIi �' � Z Z -- -- -- -- - - - - - -E II_ _ jh" III II IIi ii III III III Ilt `'r -- -- -- - -- - -- ----- - -- -- JL �— i rn ul rn -J Q I IIi li II I I; III IU iii III i cy J ND FLOOR PLAN - ------------ -- - ---- --- -- - Q ECO � - -------------- - i III II (n N - - --- --- -- - - -- - -- - -- --_#L--_ I —?slh Iii III III III W V � � II II IN III II 1/4"=1'-0" I II II it ;-' 111 I IIi I i IIi IIi II III III IIi i 1 2 2 O II I _ --- -- - ------ --- - - -- --I - II '-�- - I II III II III IIi IIi II III' III II i ` III III 111 IIi III III III IIi III Ilt II II III' III IIi __ -- -- HEADERKINGSTUDSARE — - -- - -- --- - -- -- - - ----- - -- - ( III I1 II III III 111 1 j Y-s 1 I Its 1 I -T-- SW ACCPETABLE AS SHEAR WALL END STUDS — —__ __ - - - _-- _- - _- -- - -yam I I t i i i i I NEV�I2X6C ILINGJpISTSAIT ( ;---- - -- -- - ;; O.Ci ALIGN IHITH R4VOF RAI f TE 1 1 1 1 1 i I I 1 I i I 1 i 1 - --- - - - --- -- - -- --- 1 I i 1 1 I 1 1 1 I i i i 1 I 1 1 1 1 I INSTALL DOUBLE STUD GROUP AT EACH END OF SHEAR WALL. i I t I I 1 i I I i I I i I I I i I 1 1 1 I I ac9 .aU mc9 N 7/16"OSB FASTENED TO FRAMING W/8d AT 3"O.C.ON EDGE,6"O.C.IN FIELD BETWEEN DOUBLE STUD GROUPS. ♦♦^^ VJ 7/16"OSB ROOF DECK FASTENED TO z FRAMING WITH 8d RING SHANKS AT 6"O.C. I i i Q ON EDGE AND 12"O.C.IN FIELD. I I 1 i 1 I 1 I Q �. PLACE DOUBLE 2X6 STUD GROUP UNDER t BEAM BEARING.FASTEN BEAM TO STUDS t i WITH 2 MTS20. FASTEN DOUBLE STUDS I TO BEAM BELOW WITH(2)MSTA24.ALL i HOLES FILLED WITH 10d NAILS. FASTEN DOUBLE STUD GROUP TO 1 O `�+ BEAM PER THE SHEARWALL O (2)2x6 N0.2 SYP TOP PLATE FASTENED SCHEDULE. ' ----T-- -------- -- -- - - - - -- - - --- J WITH(2)ROWS 10d AT 16"O.C. �► STAGGERED.MINIMUM 24"LAP WITH(12) BEAM BELOW LL 10d IN LAP. 0 FASTEN TOP AND BOTTOM OF STUDS TO TOP AND BOTTOM PLATES WITH SIMPSON Z SPH AT 32"O.C. OOF PLAN OLL F FASTEN 7/16"OSB W/8d @ 6"O.C.ON O EDGES, 12"O.C.IN FIELD. ♦U♦)� O r VJ 2x6 SPF STUDS AT 16"O.C. S H EARWAL L SCHEDULE CONVENTIONAL FRAMING NOTES CONVENTIONAL FRAMING LEGEND SHEARWALL EDGE SPACING 8d SHEARWALL ANCHOR SIZE AND 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. 2x6 NO.2 SYP PT BOTTOM PLATE.FASTEN DESIGNATION NAILS ANCHOR EMBED DEPTH • T 2x4 SYP COLUMN FOR OF 8dNALL A BEAM SUPPORT,FASTENED TO TO BEAM BELOW WITH 16d NAILS AT 6"O.C. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. TOGETHER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER LS (26)10d NAILS PER COLUMN WITH 18 GA STRAP WITH(4)8d NAILS IN RAFTER,(4)8d NAILS IN c SW 3"O.C. (2)MSTA36 STRAP COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP (26)10d NAILS PER 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. WITH (4)8d NAILS IN COLUMN,(4)8d NAILS IN TOP PLATE/HEADER. o SW2 2"O.C. (3)MSTA36 STRAP v SECOND FLOOR STUDS TO BEAM:MSTA24 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS. I� AT 32"O.C.WITH(26)10d NAILS. SUPPORT NOTES BEAM AS SHOWN ON FRAMING PLANS. 1.5/16"HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7116"OSB ON 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH(5) 2X8 SLEEPER. J � mLL EXTERIOR WALLS IF SHOWN ON THE FRAMING PLAN. 8d NAILS INTO THE RAFTER AND(5)8d NAILS INTO THE TOP PLATE. CD C-4 N > M- ROOF RAFTER AT 24"O.C. a W � 2.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH(5)8d NAILS rn W Q WALL SECTION ON LVL BEAM ON THE FRAMING PLAN.SHEAR WALL NAILING PATTERN MUST BE PROVIDED INTO THE RAFTER AND(5)8d NAILS INTO THE SLEEPER. C-4 mm $ ABOVE AND BELOW OPENINGS. c � a U 1 1/2"= 1'-0" 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. RIDGE BEAM ,NtN11111Np U o 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12) CEILING JOIST � • • ••• �'� HEAR WALL ASSEMBLY DETAIL " ------------ 0 E"s 8dX1-1/2 NAILS. tL •, Z Sheet No. Iv 9. FASTEN RIDGENALLEY BEAM TO WALL WITH(1)MSTA24 WITH(11)10d NAILS • 5 2 •. IN VALLEY BEAM,(11)INTO STUD BELOW. 10. ALL SLEEPERS ARE 2x8 No.2 SYP FASTENED TO EXISTING FRAMING WITH(4) • S2 16d NAILS AT EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING. �� 11. FASTEN ROOF RAFTERS TO TRUSS TOP CHORDS WITH(6)16d NAILS. 2 of 3 DATE 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 Alexander Grace Consulting.Inc..shell be wdhad labilty IDAlexander Grace Consultim,hr— b. 2X8 JOISTS AT 24"O.C.FASTEN TO LVL WITH H2.5A, a ALL HOLES FILLED WITH 10d NAILS. (2)1.75"X14"2.0E G-P LAM LVL m � 1 I EXISTING HIP RIDGE BEAM ABOVE. 7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6"O.C. ON EDGE AND 12"O.C.IN FIELD. 2X6 CEILING JOISTS AT 2X6 CEILING JOISTS AT 24"O.C.OVER o 24"O.C.AT VESTIBULE. CLOSET. z' o a 2 a O a u- U ° co W DRYWALL. DRYWALL. o co (2)2x NO.2 SYP TOP PLATE FASTENED WITH(2)ROWS 10d AT (2)2x NO.2 SYP TOP PLATE FASTENED q 16"O.C.STAGGERED.MINIMUM 24" WITH(2)ROWS 10d AT 16"O.C. N LAP WITH(12)10d IN LAP. STAGGERED.MINIMUM 24"LAP WITH W (12)10d IN LAP. TYP EACH SIDE. z ° 0 > 6 2x4 SPF STUDS AT 16"O.C.FASTEN w z a EACH END WITH(2)10d TOE-NAILS. FASTEN 7/16"OSB W/8d Q 6"O.C.ON EDGES, 12" TYP EACH SIDE. = O.C.IN FIELD. P� 1 20 SPF STUDS AT 16"O_C_ 1/2"ALL THREAD CONNECTORS.SEE ALL-THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. (n 2x No.2 SYP BOTTOM PLATE I'— r 2 LAYERS OF 3/4"T&G PLYWOOD DECKING. FASTEN FASTENED TO NEW JOISTS WITH(2) W O Q J co BOTTOM LAYER TO 2X4 BLOCKING BELOW WITH 10d NAILS PER INTERSECTION.TYP GLUE AND 8d NAILS AT 6"O.C.ON EDGE, 12"O.C.IN EACH SIDE. FIELD.FASTEN TOP LAYER TO BOTTOM LAYER WITH 3/4"T&G PLYWOOD DECKING. FASTEN = ~ z GLUE AND 8d NAILS AT 12"O.C. TO JOISTS WITH 8d NAILS AT 6"O.C. 0 Q ON EDGE, 12"O.C.IN FIELD.TYP BOTH Q W 2X4 EDGE WISE FILLER MATERIAL AT 45°ANGLE FLOOR HEIGHTS. Q (� Q WITH JOISTS BELOW. FASTEN TO 2X12 BELOW WITH 2X4 BLOCKING BETWEEN 2X12 Q O w (2)10d TOE-NAILS. JOISTS AT EACH END AND AT 2X12 JOISTS AT 24"O.C.FASTEN ENDS OF 2X12 TO W REMOVE 4"OF 2X12 JOIST MIDSPAN.FASTEN EACH END OF WALL WITH H2.5A. W N FASTEN NEW SECOND FLOOR STUDS TO EXISTING TO ALLOW FOR STEP BLOCKING WITH (2)10d TOE-NAILS. LA U FIRST FLOOR STUDS WITH MSTA36 AT 32'O.C. __ O z J � Z - -- - --- --- -- -- --- -- ---- - -- --- -- --- -- - ---- -- - -- ----- -- 2x No.2 SYP BOTTOM PLATE FASTENED TO NEW :- JOISTS ° M �-- `-- % w v N EXISTING 2X JOISTS AT24'O.C. -- -- -- -- ----- -- -- --- -- - - -- cc 'C --—————— —— —— —— ——— ————— ——————— ————— ---�- - T BEARING. OF EXISTING 2X CEILING J ISTS 3/4"SHIM FOR NEW JOIST BEARING. 3/4"SHIM FOR NEW JOIST BOTTOM � � —••� AT 24"O.C. NEW JOISTS ARE NOT -- ----- - -- -- ----- ----- ------- - -- -- "--- --- --------- ----- ------ FASTENED TO EXISTING JOISTS SO THAT OTTOM OF EXISTING CEILING JOIST.NEW JOISTS 2X12 JOISTS AT 24"O.C. EXISTING JOISTS DO NOT EXPERIENCE DEFLECTION 3/4"SHIM FOR NEW JOIST BEARING. EXISTING FIRST FLOOR EXISTING JOISTS DO NOT EXPERIENCE BBEARING WALL. DEFLECTION DUE TO NEW LOADING. ARE NOT FASTENED TO EXISTING JOISTS SO THAT I EXISTING FIRST FLOOR �- BEARING WALL. DUE TO NEW LOADING. EXISTING FIRST FLOOR BEARING WALL.EXTEND NEW THREADED ROD TO EXISTING FOOTING. SECTION 2 N d 10 SPH WITH(10)8d AT 24"O.C.IN cog �0 1a I HEADER,MINIMUM(2)PER Q ¢ a HEADER 7/16"OSB ROOF DECK FASTENED TO E CT I O N � FRAMING WITH 8d RINGSHANKS AT 6"O.C. ON EDGES AND 12"O.C.IN FIELD. SEE CONVENTIONAL FRAMING NOTES FOR NO.2 SYP HEADER,TYP. SEE v RAFTER TO TOP PLATE FASTENING. PLANS FOR SIZE,PLIES,AND J NUMBER OF KINGS AND CRIPPLES. CRIPPLES TO HEADER WITH (2)2x4 NO.2 SYP TOP PLATE FASTENED MSTA18 WITH(6)10d IN HEADER, WITH(2)ROWS 10d AT 16"O.C. (8)10d IN CRIPPLE W STAGGERED.MINIMUM 24"LAP WITH(12) 10d IN LAP. 2x4 SPF STUDS AT 16 O.C.FASTEN 2x4 SPF STUDS AT 16"O.C. FASTEN KING STUDS&CRIPPLES:(6)16d EACH END WITH(2)10d TOE-NAILS. EACH END WITH (2)10d TOE-NAILS. 1/2"ALL THREAD CONNECTORS.SEE BETWEEN ADJACENT KING STUDS TYP EACH SIDE. TYP EACH SIDE. ALL-THREAD NOTES FOR INSTALLATION AND CRIPPLES. SPECIFICATIONS,SPACING AND 2 3/4"T&G PLYWOOD DECKING. FASTEN EMBEDMENT. Q TO JOISTS WITH 8d NAILS AT 6"O.C. ` FASTEN 7/16"OSB W/8d @ 6"O.C.ON ON EDGE, 12"O.C.IN FIELD.TYP BOTH EDGES, 12"O.C.IN FIELD. ALL CRIPPLES TO BEAM BELOW 2x No.2 SYP BOTTOM PLATE WITH MSTA30 WITH(16)8d U. SEE SECTION 1/S2 FLOOR HEIGHTS. FASTENED TO NEW JOISTS WITH(2) R 10d NAILS PER INTERSECTION.TYP 2x4 SPF STUDS AT 16"O.C. EACH SIDE. 2X12 JOISTS AT 24"O.C. 20 NO.2 SYP PT BOTTOM PLATE.APPLY 1/2"ANCHOR BOLTS AT 6'O.C.WITH 6"MIN EMBEDMENT,CENTERED BETWEEN - -- --- ------ - -- -- --- -- - ---- -- --- -- - ---- --- -- --- - - -- - - ——————— — — —— — ——————— ————— —— ALL-THREADS AND AT EACH SIDE OF BEAM BELOW. BOTTOM PLATE SPLICES. — - --- -_ -- - -- -- - -- -- --- -- - -- ---- --- - FOOTING AND SLAB POURED WITH3000psi - -- ------- -- - - - -- --- -- --- - - -- --- -- - - -- -- - _ 7 CONCRETE WITH FIBERMESH. TYPICAL HEADER DETAIL - ON BEAM FINISH GRADE co 5 co 1/2"=V-0" BOTTOM OF EXISTING 2X CEILING JOISTS AT 24"O.C.NEW JOISTS ARE NOT � ` C7 J FASTENED TO EXISTING JOISTS SO THAT N • • EXISTING FIRST FLOOR EXISTING JOISTS DO NOT EXPERIENCE r 6 MIL VAPOR BARRIER OR EQUIVALENT c' NN BEARING WALL. DEFLECTION DUE TO NEW LOADING. EXISTING FIRST FLOOR 16" X SUBBASE AND FOOTING/SLAB " WATERPROOFING BETWEEN COMPACTED m o � BEARING WALL. ONE STORY: X=12"WITH(2)#4 r 'z a V N O N N C 04 OPTIONAL BRICK LEDGE WITH (1)#5 BAR 0 LL CONTINUOUS.' y�AYNF ���'/ Sheet No. TYPICAL ONE-STORY WALL SECTION •••••••••• ,'' .� Ns •. �. 3 ' 1/4"=r-0" .:' 2ANSECTION o. 5 . * -