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", _ Y t,µ.,_ � •• w $+ dG sd w , '.. i y.,.. ku .. v ''P .�..r'•v. ::.s, ., ➢.... �• .� H±a ^R :'o-+ , ;pr ''�t, _ ��.y,.':-i'•!:^1fiI•.ih.•":r....f e.....s' . :4_',.._... 5c:r_ �.'� .k -1,`s^:i9&R�: .- f., .ir 3s ,r � 'r,' _n..:T�..: -..b:71."r ...... .��`�ik:.6l�P`�k.,A>-•,.- .,:]:�,Lt......-. �rc.a;.�A.�b��:.,.,_� -�=,�n.»�.w:fr„ r.`t,�.:a�4,.:•1c 7�.�*lt«e�'i.,.� isir,{�:..3Pw�,dS�: wit 4, O; , f . __w___ 71, r i r AC COND & DISCONNECT KL Ntf,.,,r j SW-1 • ' EXIST - -JUN--2-6 -2001 I PATIO & I NEW I ROOl�liy Of Atl [I�1 Reach n n n TR�ILLISn !� I' II AC - I 2-SEMCO R9150 !t II II II ! ! II II II i EMCO SGP3 (TYP.) O I TYP BELOWU11dlne and Zoningi it !i II II I I; it II I B LLOON FRAME WALL W/ FULL HT STUDS 19 " O.C. ATTIC I� _ -�1- �� t=. _ Ir. =G1 ._ .- �]- -- :._!�1 ( � WH � � 1414 FXD� 3►--p►i j li li ! II II j N N SIM SW-2 SW-2 CC SW-2 x li 11 i II !! I! I A2 28" SIM _ 1 - - - CLE o N 5 N A2 li- - -- __ T. - -11 - - t - _ Ir . . �.i --ir; j , SLOPE LAT LOPE !' II ii i II II j x 4 2 CEILING /12 /X a I. II I. II II II I� i; ii a x O T. I czn O EXIST N TH 0 0 ` o LIG cv TO SWITCH cv - ! E OW N N ABOVE p N O J O to cn rn N ! 13 6" H I G N j li II li it " II I �c X n x I OPEN SPI E x w rn 1 x I RAIL TO S P j x -1'- �+ - i!: �i _ I� - Ci - ,i_ -1�I A2 N 4 SPHE LARGE HOOD ABONEW GAS RANGE VE - ii !I 1 , iSTUDY + 51 I I � I WALL MOUNTED j VERINEWFY POWER RE(Q'MTS I, i! ; A2 1 1/2" DIA HANDRAIL N / 28" 1211-811X111-011 (i 5) 36" ABOVE NOSING _i I_.- -__ � 66" A.F.F, !I i! !' II it i! j x , I I 28" X 2 �x Svy-2 x LO E S OPE ATTI xx W-2 x� to A2 c7 ACCES 1, z N ��- - 0 --- -- -- -_--- I ADD 1/2" CDX P YWD TO INSIDE ! I � O w'Lt FACE OF EXIST WALLS w ! I j N U_ H J m �- I NEW 3 ' ROOF OF N RANGE jw I IDOOR _ EL BE W 1 -- tuX ►- z N X > w N E:1 EXIST SOFFIT Iz INSTALL 4-FULL HT STUDS & 3 -� _ _ _ x ILI -t SW-i 4 JACK STUDS EACH SIDE SW-1 2-2440 SH I u IL , O o a F-] REMOVED I}. 16'-O" 4 30 BALLOON FRAM WA rI + wNowN j Go I1- -- I - 22'-O" W STUDS CSD 16" C a 1 EXIST CO V o (D p o DW EXIST EXIST j a 2 p l PATIO a z .-.a z _ I BKFST .p KITCHEN al as "= = " la EXISTING GARAGE FIRST FLOOR T-0" 8'-0" A2 7'-O" RAISE EXIST 50FFIT I 1/4" 1'-O" GARAGE ATTIC FLOOR j & EXIST AC DUCT TO j LEGEND 1/4" 1'-O" 12" BELOW EXIST, CEILING TO ALLOW FOR REFRIG I SW-1 zz EXIT SHEARWALL W/ 7/16" OSB SHEATHING SW-2 SHEARWALL_ 1� � � W/ 1/2 CDX PLYWD SHEATHING Q E „ NEW BUILT I ON 2x4 SPF #2 STUDS 0 16" O,C, SECURED W/ ON 2x4 SPIE #2 STUDS 0 16" O.C. SECURE W/ 2 SU_B- 8d COMMON WIRE NAILS CSA 3" O.C. AT EDGES 8d COMMON r IN SEAT N WIRE NAILS (� 3 O.C. AT eDGeS j PANTR ZEt70 ' ' �y I & 6" O.C. IN FIELD, VERIFY SPF #2 BLOCKING & 6" O.C. IN FIELD. INSTALL SPF #2 j AT ALL HORIZONTAL JOINTS. INSTALL 1 BE CO BLOCKING )AT ALL HORIZONTAL JOINTS. L T J "IB SGP3 W/ 5/8l'x5/8"x12" THREADED STUD & W/ 24-16d INSTALL 2 SEMCO RS150 STRAPS W/ 20-10d 3 I 24-16d NAILS TO STUDS AT EACH END OF SHEARWALL NAILS AT t-ACH END OF SHEARWALL SEGMENT j FRENCH EXIS SEGMENT TO EXIST GONG FOUNDATION BELOW. DRILL TO JOISTS OR WALL STUDS BELOW. DOORS IN AC I 8" & EPDXY THREADED STUD INTO .EXIST FOUNDATION. EXIST WAL. ( ADD 8d COMMON WIRE NAILS AS READ TO PROVIDE 3" O.C. EDGES & 6" O.C. FIELD SPACING. Q ATMEACH SIDE BER OF. LOFHHE DER EIGHT x SET2 MIN UDS O USE TYPICALLY UNLESS NOTED OTHERWISE. EXIST j FAMILY j EXIST I 12 12 ,z_ == : T 2-SEMCO RTPGA824 j DINING ( qr- , -� - L _ -_ _ _ STRAPS EACH SIDE 2-SEMCO 89150 STRAPS • I 2-SEMCO 8515 S RM,pg _ -r--- -- :=��- - 0 EACH END OF SHEAR I II EACH END P HEAR WALL -� - w -_ _. WALL JU U z _ EXIST I 2-SEMCO RTPGA824 - -� �1�1 1' - =?,=` _ 1!_il_ I II II s_r k.:._r-..�.. 7= Lll _I1{1;: r1�- x� .x _r \ \ 2-SEMCQ R9150 . CL I STRAPS EACH SIDE , ,� � Z _ _L •�•. r :x•. L! STRAPS ,'@(# EACH CN p II I - - , OF SHEAR WALL X11 I �1J�1 12 �T r� L SL_ _ 12 - - 12 i4 �_� L L ._ exlsT I � _-mss T� . z_ r- r-. -4, � L '?- � z s 7 � - i. T1 z 1 r . r� r: 119 -- 9 f - � -r`�'_ ( tl� � _r L L.` I_:._.1.T L IT_ i I L'. L: .. 1_ -w L - _)_ _ 1 j BATH r r r T 0 I N SEMCO RS150 I I 11 III l L 1 LIl� L 1 -LL!1 I I I I Imo! I I 1 �] .�__1��.L >_�.� .1�. �,I � 1� �._ ' ll >->_ N STRAP 32'� o.c. 1L�� 111 >�ilJ1.1Li�.1�.LJ111J1_l.L1llL1,�11�.L_1L11L 1_J11Lll_..11_ u N EXIST NEW PILASTERS I 1LLL. .1 i1 L_.1Lil�i LLI.1L1��L 1�*-L,_.l!1i_i1i1 i.1.:;_li�uLJ1LI��Ii�I L- -�1.1L LLILII1,11_II_LI1L�l.l.J1L1L 1-i111a'!t1I.1!.i1-11_111 1 _l.i�l_i _�LW� lLl1 LIVING MATCHING EX15T I I I II iJ1l._J' ' �1 .i _1_.!1 1L_lL�i ! _!L I 1 L 1 1 ;1 Ll. �1.1ll��1�1.1�_1 l_11iL_ILILI SEMCO Rs1s 1!�u1.1 I' _ ,fir_!ELI I _1 f�-L_1Llll J 1_ �_.l,_"i_lillL: _",�rzlCOLUMNS 2-SEMCO RTPGA824 I 10 1 ,I J STRAP 32" 0 C. I ® I I J�.11�1I I I _(�1.1.I J.-1L1 !1LI L.(14,'�i 1 L� STRAPS EACH SIDE ❑ El El El ElI Jl L i!l 1L1L1U.11!_ L.l.l...l!_1L1L11111i �L11.1 .1111_ l 1 .11_-1L1 ..;' ��_j SEMCO RTPGA824 k I�_111._LLL L_L1 1l 1 J li 11.11 LLi11LI1 �LL l.l_1.i1L !1_J1�-11i ❑ D El 1:11:1 ❑ El ❑ �� L� 11 0 STRAP EACH SIDE !J 11 l_' 11l_l L1 LI ��,.�I i L !1.L;I__-1 _J WI i_i-i J l_1I j EXIST EXIST I .�I-III - 1 , L l.L�-L1 �j 1 � _ll.' 1LJ�li. � i_.�1�_�i�i-iL-L-1L..�L LL 11.1�1 Ll�.-�J i��_�i_ ' i1._.�1._i.LJ� 0 STAIR FOYER COLUMN NEW FENCE i1_.LLLLLL! D El 1:11:1 El 0Ll_u1 .1.. ao ! i 1J��.-li...lL1�;I I LI u I I_L�1111 i.,.1._.,i.1L�,-1L L I i 1 11.11.1�1-L 11�I ' ADJOINING EXIST -�1D jl_i!I 1 1i11.�L1L1111 111- I " 1 1 ; ! L I00 I EXIST � ll1-111.1_LI-.1.L.,_l.�i_l1_>_l�l_1-1�1_L._i.l i; 11.._�[,LI�_J_1�I_1.�. 1LLL1L111 1111�...1,1LL�1�L-Li-,- 11 11 , I. I1 I11 I! DRIVE j �1i_l�L... ..11. LL.LLI LI EXIST FENCEE 0 L1 El El El ::1 1i j 4 11111 il ' I II I ! it I I ! i I 11 r ............................ .................. R- I NEW PR 21 x80" j EAST ELEVATION NORTH ELEVATION (SOUTH ELEVATION OPPOSITE LOUVERED DOORS j W/ BRASS j 1/4" 1'-O" 1/4" 1'-O" HAND WITHOUT DOOR) HARDWARE I I ELECTRICAL FIXTURE LEGEND; I I $ TOGGLE SWITCH A PENDANT CEILING LT. FIXTURE 12 ��_L _t±:r1 ' 12 n DIMMER SWITCH B WALL MTD. LT. FIXTURE 4� �'Q ' DUPLEX RECEPTACLE C RECESSED CEILING LT. FIXTURE I , �11+� Jl � 1.1 �_ �4 DUPLEX REG. ABOVE COUNTER (44" A.F.F.) D DOUBLE FLOOD LIGHTS MTD, UNDER SOFFIT DUP. REC. - WEATHERPROOF E EXHAUST FAN/LIGHT COMBO. - $ SEPARATELY 1�. .'' 1 �.I IL11L1t't.11� _ ® 220V, OUTLET/JUNCTION BOX F 52" CEILING FAN (W/ LIGHT KIT WHERE 2 $'S) F r I _ I ! I I EXIST SEMCO RTPGA824 0 110 V, JUNCTION BOX G EXHAUST FAN WALK I STRAP EACH SIDE -T`1 ,T -L- 1�r� Q TELEPHONE OUTLET J FLUORESCENT - SURFACE MTD !, T 1 r z __L [ ;,}.-. _ t. �_ Z . ( S SMOKE DETECTOR "APPFtC3��� -�-, � � =.s--L- z. -.z,.:t_ .- .. L L K VANITY FIXTURE EXIST HOUSE FIRST FLOOR I IL111i1'llx tT T L Tr � � �sy r _[--I 'I _ll jl.)�_l _ i - CA51-E TV OUTLET CRY OF ATLANTIC BEACH L 24" UNDERCOUNTER LIGHT � . r s � , r _ r 4 r ,- 1/4" 1'�O" I L I z -� � z1.�I�: ` I s r rr =LL.r 1rT_, u �s�s LIL ,r; °n r, _t s _ t_Z - z- _-; z.. _ CEILING FIXTURE - SURFACE MTD. T Z..`: -.. � �� F -I � -L' "-I O ap ,,)Vt`� !�� [.� ' 12 � L�• - _ r n_r_ J r , PROVIDE GFI CIRCUITS AT ALL OUTLETS AT 8r-T' _ 1- r -r�- _ i 12 -f._I_.17_,7•-Y_C 1.71 `_Zi_7-L�TT�7.�7_S-�T ....���T:L-I 1- -meq � WET OR DAMP AREAS. I I r:h _C, 7=:� _L I" �Y HAVE OWNER WALK-THRU AFTER LOCATIONS OF lq APPROVED SWITCHES, OUTLETS, ETC HAVE BEEN MARKED = O CITY OF ATLANTIC BEACH FOR OWNER APPROVAL OF LOCATIONS PRIOR TO EXIST WALL TO REMAIN L _, N aut�.pw� OFFICE WIRING & GYP BD INSTALLATION, � EXIST WALL TO BE REMOVED -�1LiJ �.i-! 1111�1L) L�L�iL�� 11� 1L�1 N , , j ® NEW WALL (L_11LLU_.-i 1J .�.._�.Ll 1li.LLLI-11L11�W_Il J�_J11)__ 1-d II 11 L 2-SEMCO RS1 0 STRAP; `u:i 27 2001 t I I,�f ..LL.1 J;11 LLJI JL 1 L!1 !L1 _ _ 1J 5 j NOTES: I. VERIFY ALL DIMENSIONS. 1_L111 I !_llilll1!L�1111L1J�I1!L_>�Ll IL11.11111LLL1111.I 11i.11.111111LLILL 1 ® EACH ND F SHEAR - 2. ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD. ! I i1._1-LLL11_111"LLL 111LIL1Ll1 Il iJ lLl L1-1L11.1> 1L 1.11 II Lu WALL SHEATHING OR CENTERLINE OF INTERIOR PARTITION UNLESS LLL1 LLLi U 11.1111.11_ll-1.L 1��1_!1�11i ['L11�1_111L SEMCO R 150 L U Y RES , D E N CREMODELING OTHERWISE NOTED. FOS FACE OF STUD. L ll_1L 1I__Lll11ILILL_ ' 11LI11_�u I1I�W1�_1L1111 11�-i1.11!.111_�1L;LILLLI STRAP 3 " o, ( 3, PROVIDE WEATHERPROOF THRESHOLDS & WEATHERSTRIPPING AT ALL I I 1 1�J i '-L1ll1.11 - L.L1_1111J1.1L_LLL LL 11 111 1111 ! LLL1L1 O 326 OCEAN BOULEVARD 1L1_ ILLJ_. L1LIJU L[LI.L.L UL11_.11�_al1 LL1.1111.1 L 1-11,llJ L.1.1..l -1-tiLd � ATLANTIC BEACH FLORIDA EXTERIOR DOORS. 1 'L111L11�L11.1J-LLl� l�.l u.�_ 1 L L1l_.l>r11_I1._1ll-L11-1 i.1�111LL�LL11 00 4. ALL EXTERIOR WINDOWS AND DOORS TO MEET 110 MPH SPEEDAl IJ II LI IJ I LLiLL1L LL,4 11 Iliu-,11 1LIL11.11.1L1LI SPEED COASTAL CODE REQUIREMENTS. 1Ll LLLLL1L�1LLL11�I_11-111LL1.1 111.1-L11.1..L_Ll_LLILLLILLUYL1a1L1 I Fisher & Simmons Architects Inc.5. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE STANDARD BUILDING CODE, -QUI 1I-1-LIL1I L11-Llrl-Ll1-1111�L1LILLL t,JUJ-a,I�1LI.Ll1_111_ ' � ��� � � CHAPTER 16, FOR 110 MPH WINDS. 1J1-IL`s 1 11L1L111 11 1>�u'L 1510B Second Street South Jacksonville Beach, Florida 6. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP NO 2 KD (SPIB), " OR APPROVED EQUAL. STUDS CAN BE SPF NO. 2. ALL TIMBER SHALL HAVE A CQMM 0105 ,, T5 ohkd JWTS dat, 5/21/01 1 2 MAXIMUM MOISTURE CONTENT OF 19%. WEST ELEVATION z .�� 1/4" 1'-0" PLANS & ELEVATIONS bC can `v' Al 1 Y LARGE HOOD ABOVE VERIFY POWER REQ'MTS EXIST SOFFIT NEW GAS RANGE w REMOVED 4- x Rs @ 24 O.C. VERIFY POWER REQ'MTS ELECTRICAL FIXTURE LEGEND: T-. $ TOGGLE SWITCH - - - - - - - - - - - - Q oj TVI WINE COOLER IN KNEE $n DIMMER SWITCH I --�---- _�________ __________ ____ BELOW DUPLEX RECEPTACLE I - -------` ------ - SPACE DUPLEX REC. ABOVE COUNTER (44" A.F.F,) - 11 t� �tiQ C 3 DUP. REC. - WEATHERPROOF I tir +� r W tU ANGE ® 220V. OUTLET/JUNCTION BOX cn 11 F- J m I ^•� Q 110 V. JUNCTION BOX cn tu N Q N Q TELEPHONE OUTLET N X � uX► �- `� C C A .����� S SMOKE DETECTOR ci w o �,.��� �`.` C CABLE TV OUTLET o o Uj It 0 I J y NEW BUILT- N CO CO w = lu O _______ A PENDANT CEILING LT, FIXTURE -� Cj U Q D I IN IN DESK B WALL MTD. LT. FIXTURE N N Q z EXIST C RECESSED CEILING LT. FIXTURE w _ _ C C KITCHEN C A BKFST D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT o Ill. M T o' w --_ E EXHAUST FAN/LIGHT COMBO. - $ SEPARATELY IL IL 1� L F 52" CEILING FAN (W/ LIGHT KIT WHERE 2 $'S) w >_ < An G EXHAUST FAN cv A J FLUORESCENT - SURFACE MTD *' N _j 43 K VANITY FIXTURE ; o. C C L 24" UNDERCOUNTER LIGHT cn N N R CEILING FIXTURE - SURFACE MTDZ. . NCk x x N N NEW BUILT- E „ _____._______._.___ J N PROVIDE GFT CIRCUITS AT ALL OUTLETS AT 42 SUB- _ IN SEAT WET OR DAMP AREAS. I ,�ti tip i - ZERO ry+to x `Sr I _ J�Vt LERAISE EXIST SOFFIT _- _ _ _ _ -NC & EXIST AC DUCT TO DOORS IN 66" A.F.F. 12" BELOW EXIST CEILING 2x6 SYP #2 R FTE EXIST WALL (VERIFY) TO ALLOW FOR REPRIG 2x6 SYP #2 RAFTERS @ 24" O.C. � EXISTING KITCHEN PLAN 3/8n � 11-011sEMco HCPLR CLIP W/ a- 5: ROOF FRAMING PLAN 8d NAILS @ EACH OUTLOOKER 1/4" = 1'-0" CONT 2x4 STUD AT CENTER FIBERGLASS SHINGLE ROOFING ON AS NAILER FOR X-BRACING & LAPPED 30# FELTS ON 1/2" CDX PLYWD AT EA END OF X-BRACING SHEATHING ON 2x12 RAFTERS @ 24" O,C, 2x4 OUTRIGGER @ 24" O.C. 2x4 X-BRACING @ RIDGE W/ 3-12d NAILS INTO 2x4 8d NAILS CSD 4" O.C. TYP. VERTICALS BETWN RAFTER „ „ @ TRUSS FASCIA, & & COLLAR TIE 14 TJI/PRO 350 JOISTS ® 16 O.C. NAIL 1/2" CDX PLYWD ROOF SHEATHING OUTRIGGERS R-30 F'GLASS, INSUL, W/ 8d NAILS @ 4" O.C. AT ALL EDGES CONT. @ 6" O.C. IN FIELD ALUM SAVE DRIP 2x4 BLKG @ 48" O.0 BETWN FIBERGLASS SHINGLES OVER - OVER 3 5/8"+- CROWN STUD & FIRST COLLAR TIE ON 2x6 FASCIA CONT W/ 12d NAILS @ 811 O.C. LAPPED 30# FELTS ON 1/2" - ' THRU TOP 2x4 CDX PLYWD SHEATHING ON 2-SEMCO HCPLR CLIP - "- 3 1/24- BED MOLD ON 1x10 ; 2x4 x 8' #2 SYP LATERAL 2x12 RAFTERS @ 24" O.C. AT EACH RAFTER W/ _ - _ i TRIM CONT BRACE @ 4'-0" O.C. W/ ALUM SAVE DRIP 8-8d NAILS — - i STUDS CONTINUE TO TOP ' 3-12d NAILS INTO TOP OF SO ID BL CKI G EN A H R III N 12 2x6 RAFTER - NAIL EACH COLLAR TIE OVER 3 5/8"+- CROWN 4� / W/ 3-12d NAILS 1,11 350 PR TJI ON 2x6 FASCIA CONT CEDAR SHINGLES ON 1/2" GYP BD CEILING ON O LAPPING 30# FELTS ON 2x4 COLLAR TIES @ 24" ' i 1/2" CDX PLYWD SHEATH'G ON 2x4 STUDS @ 16" O.C. DBLE 2x8 SYP#'2 HEADER ? 3 1/2"+- BED MOLD ON 1x10 „ AT WINDOWS 1/2 GYP BD CrE�ILING WINDOW W/ 2x4 CEDAR Q TRIM W/ SCREENED VENT 8' DBLE 2x4�S`YP #2 TOP TRIM °- w SLOT CONT o PLATE W/ SEMCO TPP4 n CEDAR SHINGLES ON AT E,A H STUD W/ 10- LAPPING 30# FELTS ON NAILS 6d 1/2" CDX PLYWD SHEATH'G �$LE 2x6 SYP#2 HEAD- - N ON 2x4 STUDS @ 16" O.C. - ER AT WINDOWS 0, w FIBERGLASS SHINGLES OVER _ CONT ALUM FLASH'G FIBERGLASS SHINGLES OVER CONT ALUM FLASH'G LAPPED 30# FELTS ON 1/2" TURNED UP WALL LAPPED 30# FELTS ON 1/2" TURNED UP WALL 1 50-11) IBLCKING 6NEAH PIARTITIN CDX PLYWD SHEATHING ON12 t CDX PLYWD SHEATHING ON 12 2@x6 4RAOFTER FRAMING 9 1/2" GYP BD 9 1/2" GYP BD ' ALUM SAVE DRIP ' OVER 3 5/81 +-- CRON.� - ALUM EAVE DRIP ----c,,:- Z, „ ON 2x6 FASCIA CONT OVER 3 5/8"+- CROWN /4 PLYWD STURDIFLR 3/4" PLYWD STURDIFLR ON 2x6 FASCIA CONT ON 14" TJI/PRO 350 PRO ON 14" TJI/PRO 350 PRO VERIFY DIMENSION TJI JOISTS @ 16 O,C. �` VERIFY DIMENSION TJI JOISTS @ 16 O.C. TO ALIGN RIDGES °0 TO ALIEN RIDGES OF ROOFS 3.5"x16" 2.0E PARALLAM PSL HEADER BEAM VINYL BEAD-BOARD SOFFIT R-19 BATT INSUL CONT � OF ROOfFS W/ CORNERS MITERED VINYL BEAD-BOARD SOFFIT R-19 BATT INSUL CONT (VENTED) 2' W/ CORNERS MITERED 2 0" , \ - (VENTED) �' 3-2"x4ii SPF NO. 2 JACK STUDS @ BEAM BEARING EACH END N N 3 1/2"+- BED MOLD ON1x10 _ 3 1/2"+- BED MOLD ON 1x10 r & 1x8 TRIM CONT ON BLKG GYP BD CEILING & 1x8 TRIM CONT ON BLKG SIMPSON ITT3514 TOP SECOND FLOOR FRAMING PLAN SEMCO RS15OX39" SEMCO R515OX39" MOUNT HANGER STRAP BETWN ALIGNED EXIST DBLE 2x4 STRAP BETWN ALIGNED 1/4" 1'-0" STUDS @ 32" O.C. W/ TOP PLATE STUDS @ 32" O.C. W/ 3,5"x16" 2,0E PARALLAM 10-10d NAILS EACH END 10-10d NAILS EACH END PSL HEADER BEAM ., w _ 7 BLOCK HEADER DOWN AS EXIST CEDAR SHINGLES ONEXIST P.T. 2x4 PLATE p REQ'D L LAPPING 30# FELTS ON J EXIST OVERGARAGE 7 7/16 - VERIFY 1/2" ANCHOR OSB SHEATH'G DOOR (9 -0 x7-O ) - VERIFY ON 2x4 STUDS @ 16" O.C. BOLTS AT 24" O.C. THAT EXIST DOOR IS RATED - W INSTALL 21Ix211x1/8" PLATEO O WASHERS TO ALL EXIST FOR 110 MPH WIND LOAD , , VERIFY STRAPS AT ANCHOR BOLTS. f. aD EACH STUD TO EXIST PROVIDE SEMCO SGP3 PLATE EQ TO SEMCO HOLDDOWNS AT HCPLR CLIP. INSTALL CORNERS & LOCATIONS SEMCO HCPLR CLIP W/ INDICATED ON PLAN 8-8d COMMON WIRE NAILS c� EXIST 4" CONC SLAB W/ EXIST DRIVEWAY PAVEMENT 6x6 W1.4xW1.4 W.W.F. Cy EXIST FINISH GRADE �.�� _- IL - \� < _4 �, \ \\ \ \ \ \ LUCEY RESIDENCE REMODELING jj W EXIST 1'-•0"x1'-4" CONC \ \ \\�\\/\ \\/\\�� ;� NOTES: 32.6 OCEAN BOULEVARD /i�//\ //\/ //\//\//\�i �, EXIST 1'-O"x1'-4" CONC %\!/�//��% ,/ \ \ \ FOOTING W/ 2-#5 CONT \�� 1. ROOF SHEATHING TO BE 15/32 MIN, STRUCTURAL 1 \\,, \ \\/\\j\�, /��//tj�//�//,/�/' W/ 8d COMMON WIRE NAILS 0 4" O.C. 0 ALL EDGES & ATLANTIC BEACH, FLORIDA FOOTING W/ 2-#5 CONT %\/�\\!\��\\��\�\�� /� / �� �� �� 6" O.C. @ INTERMEDIATE SUPPORTS, �7RILL 6 & EPDXY 1/2 x10 THREADED 1'-O" STUDS W/ 2"x2"x1/8" PLATE WASHERS 1�_0ii z 2, ALL WALL SHEATHING SHALL BE 1/2�� CDX PLYWD 4 Fisher & Simmons Architects, Inc. @ 24" O.C. OR AS REQ'D TO MAINTAIN W/ BLOCKING AT EDGES, W/ 8d COMMON NAILS AT 24" O.C. ANCHOR BOLT SPACING. 31' O.C. AT EDGES & 6" O.C. IN FIELD. z 1510E Second Street South Jacksonville Beach, Florida SEE SHT A2 FOR SHEAR WALLS & NOTES. °u GARAGE WALL SECTION 2 GARAGE WALL SECTION 3. GLUE & NAIL ALL 3/4" STURDI-FLOOR PLYWD SUB-FLOOR SHEATHING W/ 10d 1 6/19/01 ADD'D KITCH'N ELECTRIC comm 0105 drw� Ts ahkd JWT- dots 5/21/01 2 of 2 COMMON WIRE NAILS @ 4" O.C. EDGES & 6" O.C. FIELD. INSTALL SOLID w sh_ ?� 1/2" - 1'-0" A 2 1/2" - 1'-0" BLOCKING BETWEEN FLOOR TRUSSES AT ALL BEARING WALLS & SHEARWALLS. TOE NAIL BLOCKING TO DOUBLE TOP PLATE W/ 12d NAILS 0 6" O.C. E PLANS & SECTIONSA2 i UPLIFT CONNECTOR AT UPLIFT CONNECTOR SCHEDULE (OOREVISIONS BY TOP AND BOTTOM OF -- ------- EACH STUD, SEE SCHEDULE MEMBER SUPPORT SEMCO CONNECTOR STRUCTURAL NOTES: �)ESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD 1/z" CDX PLYWOOD ROOF SHEATHING. TYPICAL CONVENTIONAL ROOF FRAMING: E3UILDING CODE. WIND LOAD DESIGN PER SECTION 1606.2. 12 NAIL w/ 8d ,COMMON WIRE ® 4" O.C. HEADER SPAN TABLE COMMON RAFTER: DBL TOP PLATE �2)HCPI-R EDGE AND 6 O.C. FIELD. �- NUMPER OF FULL RIDGE BEAM 1)FAP18 11. LIVE LOADS 9 HEADER WINDOW/DOOR JACK HEI HT STUDS EACH WALL LEDGER (1)FAP18 UNIFORM LIVE LOADS CONVENTIONAL ROOF FRAMING SID OF OPENING, HEADER BEAM (2)HCPLR FLOOR 40 PSF w 2x12 SYP#2 RAFTERS, SYP 2 MAX OPENING STUDS SEE PLA OR ROOF 20 PSF E ROOF FRAMING PLAN2x8 3'-4" 1 5'-4" 2 HEADER, SEE SC DUL JACK RAFTER DBL TOP PLATE (2)HCPLR M2)2x`10 PLANS HIP RAFTER (1)FAP18 v. WIND LOAD BASIC 110 MPH HURRICANE CLIP'S PER UPLII T IMPORTANCE FACTOR 1.0 CONNECTOR SCHEDULE. HEADER STRAPS, HIP RAFTER DBL TOP PLATE (1)RTPGA824 MEAN ROOF HEIGHT 20.0 FT ROOF PITCH 9/12 (39.6 DEGREES) SEE UPLIFT SCHEDULE 2x4 OUTLOOKER DBL TOP PLATE (1)HCPLR VELOCITY PRESSURE 26.8 PSF ROUGH OPENING 14" TJI JOIST DBL TOP PLATE (2)HCPLRWINDOW/DOOR DESIGN PRESSURE 40.0 PSF SEE ARCH GARAGE HEADER SUPPORT STUDS (2)RTPGA824 3. ALLOWABLE UNIT STRESSES: TOP PLATE EL A) CONCRETE "-- DESIGN AS PER ACI 318 LATEST EDITION SEE ARCH PLANS CLIPS OR CRIPPLE GARAGE HEADER HOLDDOWN AT STUDS SUPPORT STUDS (1)SGP3 FOUNDATION SLAB ON GRADE f'c = 3000 PSI (2)2x4 SYP #2 FOUNDATION, CONVENTIONAL SHALLOW FOUNDATIONS f'c = 3000 PSI TOP PLATE SEE SCHEDULE HEADER TO 3'-0" JACK STUDS (1)RTPGA824 EACH SIDE ALL OTHER CONCRETE (U.N.O.) fc = 3000 PSI U HEADER 4'-0" TO 6'-0" JACK STUDS (2)RTPGA824 EACH SIDE Z CLIP FROM DOUBLE TOP 1/z CDX PLYWOOD SHEATHING ) " B REINFORCING STEEL - ASTM A615 GRADE 60 PLATE TO STUD, SEE NAILED w/ 8d COMMON AT EXTERIOR LOAD BEARING NALLS ..w Q UPLIFT CONNECTOR 3 OC EDGE AND 6 OC FIELD DBL TOP PLATE 2ND LVL STUDS (1)TPP4 ® 16 „oc C) WELDED WIRE FABRIC - ASTM A185 = z w o SCHEDULE (FOR NAILING AT SHEARWALLS, _ 2ND LVL STUDS 1ST LVL STUDS (1)RS150 ® 32 O.C. w D -, SEE SCHEDULE. FOR LOCATION 1 ST LVL STUDS BOTTOM SILL PLATE (1)TPP4 ® 16" oc D) SOIL BEARING (DESIGN MAX.) 2500 PSF Q -j w Li - SEE OF SHEARWALLS, SEE FLOOR PLANS) BOTTOM SILL PLATE FOUNDATION 1/ "0 x 10" ANCHOR BOLT w/ y c 2x4 SPF #2 ® 16" OC ,? Q v 2 x2 x'/8 PLATE WASHER E) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 FRAMING AND STRAPPING ® 24" OC OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE ? o m AT TYPICAL WALL OPENING WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION D ww BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL � Q -j K-2 DETAIL NOTES: BE SPF NO. 2 (UNLESS NOTED OTHERWISE). z 0 O z 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. 4I-. UNLESS OTHERWISE SHOWN ON DRAWINGS MINIMUM CONCRETE COVER 0 ~ -to S-1 SCALE: NTS 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. F- Y FOR REINFORCING SHALL BE AS FOLLOWS: 0 3/4" T&G PLYWOOD, GLUE 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: U) Q EXAMPLE OF UNSUPPORTED (UNBLOCKED) FOOTINGS 3" — z � AND NAIL w/ 10d COMMON BOUNDARY OF PANEL EDGE. UNSUPPORTED PANEL EDGE IS SGP-3 5/8"012" THREADED STUD AND 24-16d SLAB ON GRADE CENTERED o TYPICAL CONDITION UNLESS BLOCKING IS REQ'D FAP18 10-lOdxl /z © 6" OC EDGE AND SHEARWALL OR _ 6" OC FIELD I DECKING BY SCHEDULE OR NOTES. HCPLR 8---8d ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE U 14" TJI PRO 350 FLOOR I UPLIFT CONNECTOR STRAP TPP4 8-8d TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS / I AS PER UPLIFT CONNECTOR RTPGA824T 20--10d AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD JOIST ® 16" O.C., SEE I SCHEDULE SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING FLOOR FRAMING PLAN OF CONCRETE. I FIN-FLOOR EL I GYPSUM BOARD E3. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS T SEE ARCH I OR PLYWOOD/ FOLLOWS: I OSB PANEL. CONCRETE 40 BAR DIAMETERS I 2x4 SYP #2 SILL PLATE • • • . . • • •• EXAMPLE OF PANEL I EDGE W/ BLOCKING 77. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR ._.._ WHERE REQUIRED BY UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. NAIL SPACING AT SCHEDULE OR NOTES. 83. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER EXISTING (2)2x4 SYP #2 ---- I E ISTING x/16" OSB SHEATHING SUPPORTED EDGES, MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING TOP PLATE � NAILED w/ 8d COMMON AT SEE NOTES OR CONSTRUCTION. 3" OC EDGE AND 6" OC FIELD SCHEDULE CLIP FROM DOUBLE TOP (F R NAILING AT SHEARWALLS, . ... . _ - �. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. PLATE TO STUD SEE S E SCHEDULE. FOR LOCATION SEE ARCHITECTURAL MECHANICAL ELECTRICAL AND PLUMBING UPLIFT CONNECTOR 0 SHEARWALLS, SEE FLOOR PLANS) DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT W SCHEDULE c STUDS, ROOF TRUSSES, SHOWN ON STRUCTURAL DRAWINGS. Q CD OR FLOOR JOISTS Q EXISTING 2x4 SPF #2 ® 16" OC o 110. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE NAILING TO INTERMEDIATE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, CK SUPPORT IS 6 OC MAX UON PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE w o Q NAILING PATTERN FOR SHEATHING CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR Q 0 ON ROOF. FLOOR AND SHEARWALLS THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN Q � v w ACCORDANCE WITH THE CONTRACT DOCUMENTS. W Q w 3 DETAIL m S-1 SCALE: NTS SHEARWALL SPECIFICATIONS CD z a 0 2x4 OUTLOOKER ® 24" O.C. ALIGN SW-1 EXISTING 7/16" OSB SHEARWALL SHEATHING OVER 2" X 4" SPF#2 ONE OUTLOOKER EACH X-BRACE w � Q DRILL 6" AND EPDXY 1/,"000""0x10" THREADED w/EACH AND FASTEN WITH 8d COMMON WIRE NAILS @ 3" o.c. 1 2 BLOCKING AT ALL 2x4 BLOCKING ® OR 2x4 BLOCK 0 48" O.C. EDGES AND 6" o.c. FIELD. INSTALL SPF Q STUD W/ 2„x2 x /z PLATE WASHERS ® SHEATHING JOINT # 24" O.C. OR AS REQUIRED TO MAINTAIN 2x4 BLOCK ® X--BRACE 4-12d TOE NAILS HORIZONTAL JOINTS. INSTALL ONE PIECE SEMCO SGP3 AT EACH 24" O.C. ANCHOR BOLT SPACING ROOF SHEATHING (2 EA SIDE) BLOCKING END OF SHEARWALL SEGMENT. FASTEN THE SGP3 WITH 5/8"Oxl 2" 4- 16d NAILS PER PLAN HURRICANE CLIP THREADED STUD. DRILL 8" AND EPDXY INTO EXISTING FOUNDATION. EXISTING 2"x4" P.T. SYP No.2 BOTTOM HCPLR @ EACH FASTEN THE SGP3 TO THE STUDS WITH 24-16d COMMON WIRE SILL PLATE OUTLOOKER NAILS. EXISTING 4" CONCRETE SLAB - ON GRADE SW-2 INSTALL 1/z" CDX PLYWOOD SHEARWALL SHEATHING OVER 2" X 4" 2x4 X-BRACE (2) 2x4 TOP PLATE SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS 0 3" n Z 0 48 O.C. -1 d (1)TPP4 ® 16" OC 2"x12" SYP No.2 RIDGE BEAM o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL III—I I I�I I I 1pc SEMCO FAP18 HORIZONTAL JOINTS. INSTALL TWO PIECES SEMCO RS150 STRAPS --III—III 4-12d (2 ES) TOE NAILS <�,2x4B EACH RAFTER TO a AT EACH END SHEARWALL SEGMENT. FASTEN THE RS150 W/ • _� I I- EA. END, FROM BLOCK RIDGE BEAM c 0 20-10d COMMON WIRE NAILS. EXISTING 12 WIDE x 16 DEEP TO TRUSS TOP CHORD CONTINUOUS MONOLITHIC CONCRETE 2"xl2" SYP No.2 FOOTING W/ 2---#5 CONTINUOUS 3--124 NAILS- 4" O.C. FROM " & INDIICATES ONE PIECE SEMCO SGP3 TYPICAL AT L BRACE TO RAFTERS � 24 O.C. TYPICAL WALL SECTION AT VERTICALS BELOW xx INDIICATES 2pcs RS150 TWO STORY FRAMING 48" O.C. o a , , INDIICATES THE NUMBER OF FULL HEIGHT 2x4 STUDS EACH SIDE OF THE I IF VERT. 3 ® WINIDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH PRESENT IF VERNOT SIDS MINIMUM. 4-16d NAILS I NOTES: 1) SEE DETAIL 3/S--1 FOR TYPICAL SHEATHING NAILING PATTERNS. 2x4 SYP No.2 COLLAR TIES w/ 2) SEE FLOiOR PLANS FOR SHEARWALL LOCATIONS. DRAWN rT� WALL SECTION , TYPICAL •• �------�----- ------ --- 8-12d NAILS EACH END, � 24" O.C. PRB CHECKED S-1 SCALE: 3/4" = 1'-0" CONT. 2x4x8'- O" #2 SYP LATERAL BRACE T -T CCK ® 48" O.C. W/ 3-16d INTO EACH TRUSSDATE BOTTOM CHORD COLLAR TIES TYPICAL 5/21/01 2x6 BLOCKING @ 48" O.C. BETWEEN 2x4 STUDS PER PLAN ASS ALE GABLE AND FIRST TRUSS BOTTOM s OTED D E TA I L BALLOON FRAMING GABLE END CHORDAS 089 D v ETAIL S-1 SCALE: NTS SHEET co r4 rn S 1 SCALE: NTSi� S - 1 O SHEET 1 OF 1 L� nc(2 n t �/C) GENERAL NOTES 1, DESIGN LIVE LOADS ROOF 20 P.S,F 2. WIND LOADS SHALL MEET THE . REQUIREMENTS OF THE F[]1._1 ❑WING CODES! (1) THE 110 MPH REQUIREMENTS OF COASTAL BUILDING CODE, 3. MATERIALS CONCRETE F'c = 3,000 PSI REINFORCED BARS ASTM A615, A305, GRADE 60 STRUCTURAL TIMBER -- PINE SOUTHFRN PINE, GRADE MARKED NO.2 MEDIUM GRAIN, SURFACED DRY, MOISTURE CONTENT 197 Max, STRUCTURAL TIMBER - CEDAR WES-FERN CEDAR GRADE MARKED N112, SURFACE DRY, MC. 197 MAX. TIMBER CONNECTIONSi AS SHOWN ❑N PLAN OR EQUAL TO SIMPSFIN CO, "STRONG TIE" CONNECTIONS OR EQUAL, USE MANUFACTURER'S RECOMMENDED GALV, NAILS. MICR❑LAM E=2,0X10P,S,I. FB=2925P,S.I„ Cd(12") =2925P.S.I.X[12/D]0,136 Fc1 =8I30P.S.I. Fc„ =3035P,S,I, Fv =285P,S,I. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC, NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTjONS OF THE STRUCTURE TO THE EXISTING STRUCTURE. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL STRUCTURAL MEMBERS. 5. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURE, THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS, DURING THE PROCESS OF C❑NSTRUCTI❑N. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THHSE PORTIONS OF THE EXISTING STRUCTURE WHICH ARE TO REMAIN. G. ALL EXTERIOR DOORS AND WINDOWS SHALL BE CERTIFIED TO MEET THE WIND LOAD REQUIREMENTS OF THE COASTAL BUILDING CODE. RECEIVE[m)" SEP 121997 City of Atlantic Beach Building and Zoning LCAT 2, BLOCK 24', IVIS ON, 4 SAT( 41 TIC BEACH. AS • L-C0RDED. IN RAT BUSK 5, RAGS,' S9 OF THE CURRENT PU$t�C RC4RD5 OF f7tJVAL COUNTY, -FL4RI0a. OETH STREET tipTE f,t 3/ 7H1$ I'S A 801JNDARY •SURVFY, ��•. R ON:UNC PER Pd.AT NOF(T PRbT�ACTiWROht PEAT ANGta~ AS SRE1 f11 lD` FZVX� 4N[7 .A y 9Q��,7. � r w : ,j+, w,c.. i; , ., r.r,-q ;r ,i.�:n( ra S ;}�y^` k ... I 'C. 9Dt8'3S" 1 1 uo p P 89'39•1 3"' 14A A� M L ox rn 100, ` LE3. 3872 10.2. 1f7 0 1.15.03 r1FLD y Ftp ti;�q' IR9� �. •���.:�/Q � • . r� :c� x • w000 r�,yct +':wood �E� . A x O.S T.4'a 14:F' u N 15.3 1 w D v; Nay 3?� " "q F Y1 r Ctl -,rip �� �� x� x�--�x'----�"x t g• d' .�yq()4J EETh��p� CAPmom LOT LO> t RECEAVI 5fp. 1 2 1997 , T I PRC�PEI f1` SHOWH ?iER ON APF' Af�S "T0• City of Atlantic Beach ✓� irrE•,x�7: FLCC7b z4NE f,�f. AREA OtiJ SIl7E 514 Building and or, -1) YEAS ;F,bOR PLA1t�) AS; tN ' EIL AS ":CAN 'BE 100D tN•SURANCE .DATE `MA!? C,QMMUNITY PANEL No'. •120075 REVISO APRIL 17., 1.9&9 FOR .THE {GfiY ;0E= AT•L;ANTlC BEACf! DUVAI COU, THIS SUR`✓EY WAS '.MAD!~ FOR THE 'B.ENE>=IT.. pF . IPA-: OR: PAUL ...�UCEY AND IS .'IN CC�+A�AAIC�'Y111��t . 1`HE.,.;MINiMUI�;.7£•C,I~ipll�:�LY;51',4tdE};�RDS ;.S� FOR�`H fN CH4PTEF .� i, Gil , Q.F °INE '; IIS `lSTRACI LO{ 1 AD�1}N� v .4N`, �{ � r -. .. w 1 �,� r�t' vWF1ly NCT uD uNLSSf t SE` f YV1T}4 hll El�805SFpi'SQi ttcrieG�c aUvu�T s ; �se7DEl�i�` � NQ. ra, ` ' ;;?i f •r,St1RV Yf�R SdC.NM ,HERE(�l' t 1tl bC`a t 4.1 (�� � ! ,. y e�� !1 � •,..ak '; I '!t r t � �: yYfy'� ��� J , _1 � r �"tni�{.� �[�.1�•':•,� ";',���r �� �� 'I+��i 'fir' 5t�, tM�'r(F � 9 .t.�"^"1 r���i(f• �',�,.r ."'+�`�!�? ����+�W�.��•p K• ��::."?k,��:;,,,•�lf�Y { c.ry;py�;yr ry•.L�i?.T.r.✓�',i�'.� lr1 a'w+ i r r ,� ' Y. t"..,., � ,::•.t,. r,, � _`q:, "rC. � �'�Yt � � ;�,,. I(� 1 ,�', c �• T.J:p Ft. i REVISIONS BY Lc 2x8C-60��. Pul= L ( X15 4x 6 C604,,K �AfTE�, P 4211 o, c . JL A, -SH6�� LEXAkl PA91L-5 I � ap��, 77 r-1 " j Mid i r'`( or?�N I NCa i W N N Van O �' O r,w EL<5- 1 LL (�v T i V VT - I � I W � 1 I I 1; r c:ja 1 ' �l.. oal�• I r A EV z- x rc rB � X 15 \A /a L H I IVIG Ni- o. gip '(I Ova, I � f: -r Ove %' Gpx I2 4 x� c p .. -., ;� - , .1 LOOK PL'l`n)�p Nal LW G ( ► OGS s3�? @ 24 ' 69 C u: , " I 5 YUCi � l ' - . _ ., I( (1 r2rr �Y►°`�ll �o,c p q- x r� ,C�OAl2 7 X �T I �G fg4l " . . :s ��ta �(vJ T� Ate'--SPT ,c 8 ' I ,.: 13 r� x I I � " I I C Na N�"f�H MAf6 H �� D .� D I u 1 ►T ,� L\/�'� I I ; c : III 2 x � I� o.c - R>��T�� ( .► jo ,. ,��° � I I T2��T�1 �► I T�f= I I\I I ��-I 'Ol �, � �- w ( ,M oil .. X IT x T : _ I x G��A.� VJr-,,P ,..,,; AC11 000 r. I 1 wry_ /� AP)PR VE.D. I I 04,1 L- 60 L"" �o " 0,�, OKI CITY ,OF ATLANTIC BEACH ,I BUILDING OF'F'ICE \SNI) I �pC0 1 197 � L I u ( 1 00H r2 Id �" , r� q��'' d, M eD o I, RECEIVED I 9 x I sT� ISI G (, I I ,� �'' SQ. ��'' A� M� rA , ,, w/ 6x6 -- �o w4w .F� C �IGI� P�=�� �� a s II .`(. (�Ia� �� �/ 21997 0K. rI B M � . fl 2 x 4 P c� ► I �i��TE� c� I� cIt D�,�W�, i a' y of Atlantic each C-- L C� i I ry � 15I _ S�MC� G Vfo�v Bullding and Zoning 1 ( cel - , p DATE A7 � (p Ni IL �/l ?U N N r� �r ► II sic aT ` 2 q Ir4 „ .,O8 Nom. 3 SHEET FO UqDkllo[� OF sHeETS M INN w *0N9l PRINTFAST NO, (86/�t` 4x96.,o,. F. ' y h c•{ n °'a w q jjjjj6.-7 4 �': GENERAL NOTES 1, DESIGN LIVE L❑ADS ROOF 20 P,S,F 2. WIND L❑ADS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING C❑DES: 0) THE 110 MPH REQUIREMENTS OF COASTAL BUILDING CODE, 3, MATERIALS CONCRETE F'c = 3,000 PSI REINFORCED BARS ASTM A615, A305, GRADE 60 STRUCTURAL TIMBER - PINE SOUTHERN FINE, GRADE MARKED NO-2 MEDIUM GRAIN, SURFACED DRY, MOISTURE CONTENT 197 Max, STRUCTURAL TIMBER - CEDAR WESTERN CEDAR GRADE MARKED NO,2, SURFACE DRY, MC. 19% MAX. TIMBER CONNECTIONS: AS SHOWN ON PLAN OR EQUAL TO SIMPSON CO. "STRONG TIE' CONNECTI❑NS OR EQUAL, USE MANUFACTURER'S RECOMMENDED GALV, NAILS, MICROLAM E=2.OXIOP,S.I, FB=2925P.S.I,. (d<12') =2925P.S,LX112/D10.136 Fc.- =880P.S.I, Fcu =3035P.S.I, Fv =285P,S,I. "- 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSI❑NS, ELEVATIONS, ETC, NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE "TO THE EXISTING STRUCTURE, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL STRUCTURAL MEMBERS, 5, BEFORE PROCEEDING WITH ANY WORK WITHIN ❑R ADJACENT T❑ THE EXISTING STRUCTURE, THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS, DURING THE PROCESS OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS ❑F THE EXISTING STRUCTURE WHICH ARE TO REMAIN, 6. ALL EXTERIOR DOORS AND WINDOWS SHALL BE CERTIFIED TO MEET THE WIND LOAD REQUIREMENTS OF THE COASTAL-. BUILDING C❑DE. "ECEi IV SEP 19 1991 City of Atlantic Reach Building and zoning P. N QF LOT 2, B{OCK 24', ;ScJDIyiS►ON.."A" "AT(:4h# 1G BACF . AS FtCC�RDQ IN P�.AT BOOK ,,; PAGE-,'69 OF THE CURRbNT Pu`6'.1OROS' :;U� -MAL QOU�NTY, f LORlDA-. FOURTH STREET cyN'PIK THfS I.S A SOJNOARY SURVEY. ht0 4llilDltJG E7ESTR1CT,10,N 'IJNE PEP PLAT.;.. NOk.H: PR ,kt TE'� �p3�t P AX r F?ER IELt7--e st}RV Y f r1 4", 3 W a f n 4 1 \ KJ ,✓ i n 'ti'u � - ar Sla E e..+ .. t . �� G .r i,. �yit 7�+', :�' ' � rl r. w>+'t ' -r..f•l �. .tit Rr;.� C 9.0 8'3s' . D \r 4.1 , Qos A. Q� . 10 Mow { t 15.0 Al FOC1ND 1 iZ� IRON TEriG '.l•J:ti/ r r ���17��-s.-'r-r' ' 'NUS •� C4t� , � _^. � h wow 228 83 . «. ;�. • � .�' 22;3' � ,-. ti,ti.o' CK gm 4n f CAP . n ' ,T!H,� PRCPERtr SIA6H HERLON APP'S Rs TO r C?n <)N>~. I.X (AftEA Ot1TSiDE 500 ;FtJflq' P1A1.1�t) A : L A r n; o ! oo� t:sU��. tc °F AlE MAP C;OMMUN!TY PANEL Na, •t 20075 Qt70 „D F?EV1S f7 APR!L 17,, 1.9.9.9 FOR THE TN1S SURVEY �IAS.,'.MADt 'f QR THE B EFfT ;OF �f�`l O.� AT'f�ANTiC BF,d,Gf-{, ,DUVAL C(JUtv�`; �f✓Lt3RIQA OR: PAIJr~:'i110 '�' Afv['J IS # C4MPAAtC W.}�tt� .TSHTE MtNlMUAO hdCilaflAt, STAMt)iRQS 5 FC�fr `• itN RGHyAFyT�E,€x���y `•G;7=� �.F 714E FL fD At?3v14N- !� �3r�ta'C$LIFt / tdG�T 4A71D 11NL SC 4+'DNr"., � AL E4Glt �FC7' AJC3UaT Sa l`36T.Tc. l� F�+ � ""�• r `r .Y• f •:; t7,RVE;YL�R fes{ m ! ( Y L7jM�►y-�tTik4►�►p^N: •-�` .`'ir ,�r,� S`!!(��`_r-�" �� ,s�7 i� rr � 1 1 i.� r rY ;}�+h:, � .,�.} .,,„•o'••-0 y �lT`�x p• rrj!�� \ \ tN� .yiw,�'�A. .t, «.�' 1.+. � �":;'v, A> r' s:l(r Iw � ,+7 °ird�`j.:,,�,.;:"�',i:r: w. i, :"• +`: v,,..•a:ry;:tr!.5. c,:�r,l ,�Q.��;�'✓9',4�.' + w a •"'�; L! .C� ;'"t. s fW �, - S :r .,`a' �n..%;$ /r. . ,. =4.. fir,•' ? .i`, .. ,':o �',y.- r. :�p.s.�r .. ,.. � . .. I ?+syT • J. •.tif" uxM REVISIONS BY F L62* 2 x8 c-6op-A PUP, Llw x q. CI 0�I� 42- a, c . f Lx ICJ-rI I`.J� LA, '(U 10 rB _- I2 5 M lie HOW t'`( oPEi�1 . W CrD n C•1 ..., ',� LtiT•�"I G� Ar�I��.,�E�I DG��, � I �I A w '�� • ,fit• Y' :, -�y I W f'1 w � �j Z V] , C ua O rn A: � � I U W X11 Z. 10 Oki 1.rB I L,,I lar JO 6-V-.r T ` Y _ F i 0 - r L • a, V ?fir_ .: .v. s .. ,. r P . .. . � a � G F• z 1 5 �c w ,riIFI. WAS oa X f PU L I H 2,} 0, c ... II II II �YI �u M &� .a 4 x X 1-52 amo\x W I I41 1 W , C �t�.1 hj 6v (I ! k 12 �. uaf < �A\m 1-d "CV1�Y w�UL.. ; 9t Irl 51A,L,L, No I II x�+ 13f.'I x I I / I I I ( f Ili o N P��"1' �o(� z A�1 N ,, I�IaTC I-I 6 X I �'f i 1\1 67 u ►T I II 2Z � I� o.c - K�F-r6K Ki0 ��- .. PR Q� �r�pCN 1,51 I rel I GlaV° ,A •� I� � 1991 � �Q , I x � �Ic��ls�.. x I�'C. I II (I I OV6K G P K Pl. 11000 db <' I - =� ooM I : � i �� � Ll �: IfJ � � Q o II t\cl H a6 c P ave PECEl1/ 191997 CRL0 ,fib dC-H012 � CRY of Atlantic Beach I ti: I Building d ° � an zoning 1� x I I h N *y DATE Lor IL 0 , — — a- I r ; x I �" (�I► �S (�C�T�t� C� G , 1-� Y`i'4�1 JOB NO. C f s , . J GSI �... i 2 �4 4 GOND ,, .x .. r SHEET � .. - X"- ' ,► CCI 1I,n�J��� / ©s" SHEETS �� � �... •,,..i '�.. ��,{r!�r�`r �Ax1,":a��,wyy�l .A .i1 i'� _ [r+ r• Y NATIONAL PNINTFAST NO.186A•2406 au, I i ui 50,06' 50.0' 50,06,F�r- S0.0)� _ • .r w wwwww w w wwrw w w w r w w .n...+.wrww r w wr.rr... w w wwwwww r w w w w..ww. r wr rw.wwr. w w w wwww. w r w w w w w w _ w wr.ww w w _ U LOT 2 LOT 3 LOT 2 LOQ' 3 - r BLOCK 24 BLOCK 24 BLOCK 24 BLOCK 24 EXISTING ❑ ,L Lu 1 EXISTINGi GARAGE r r TO BE r 1 GARAGE 20' B.R.L. , 20' B.R.L. 1 r RENOVATED 20' B.R.L. , — — 20' L'3,R;L, 1 w C) I z � H I I I I I I I - I I I I I I I I - 1 1 I I I I 1 r I NEW I I I 1 - I I I DRIVE I I I - W THIS PORTION OF I I I I I I I 1 I � EXISTING STRUCTURE OVER B.R.L. TO I I 1 0 1 I r I I i I I 1 LH W BE REMOVED. J�mIIlI IIIII �-m --� IlII IIII -� A _jI - L 0,ri °po O om Lo LO m r � ao LO op 0 co o0 o I i I ❑ I I _ r I I i I I 1 rI ❑ i I I r r I I I r r� ❑ I I I r N - I I I I ❑ I i a ✓E . may„ CITY OF ATLANTIC QEAC;i ❑ BUI'trDING OFFICE p UG 0 I I El AUG 2 5 1993 Ll _._. - - - - L - - - - _ _ _- - - - - - - J _ - � � - - - — ❑❑ L - - - __ — _ -- - - - - -- - J Building and Zoning r 20' B.R•L. 20' B.R.L, r r _ 20' B.R.L. 20' �,R,L. 1 0 1 i co j L0 ..-- - .�.- _— EXISTING PIgKET FENCE _ wXISTING PICIKET FENCE 50.08, 50.0' ' 50,08' 50.0) 10 9- � �. ��J� off`' . . . . . . . . . _ . . . . . . . . 2-�' _ - � bce,(Ln �I V� i EXISTING ALUMINUM' EXISTING ALUMINUM WINDOWS TO BE REMOVED WINDOWS TO BE REMOVED r n EXISTING FIXTURESEXISTING FIXTURES Lu TO BE REMOVED TO BE REMOVED EXISTING DOORS TO BE REMOVED = - W IL IL EXISTING WOOD WINDOW TO BE Q REMOVED AND REPLACED W/ NEW GLASS BLOCK ILI w H N ` LL_.1 - � Y• i it THIS SECTION OF EXISTING THIS SECTION OF EXISTING STRUCTURE TO BE REMOVED STRUCTURE TO BE REMOVED w EXIS ING ATTIC FAN TO REMAIN Lu EXISTING DOOR AND STOOP TO BE REMOVED L -- - — - EXISTING DOOR AND ENTRY cv PORCH TO BE REMOVED (NOTE: PROPOSED BATH WINDOW z� y >/ < EXISTING FLUE TO BE LOCATED IN OPENING( _ EXISTING FIREPLACE - - m TO BE REMOVED TO BE REMOVED w---� o THESE TWO EXISTING - WOOD WINDOWS TO BE - - EXISTING STAIRS REMOVED AND RETAINED EXISTING STAIRS _ TO REMAIN TO REMAIN (RECONDITION) fi ALL EXISTING WOOD WINDOWS ALL EXISTING WOOD WINDOWS ON FIRST FLOOR TO BE RECONDITIONED ON SECOND FLOOR TO BE RECONDITIONED _ UNLESS OTHERWISE NOTED, UNLESS OTHERWISE NOTED, SHADED AREAS DENOTE * SHADED AREAS DENOTE EXISTING COINSTRUCTION EXISTING CONSTRUCTION TO BE REMOWED. TO BE REMOVED. S T L 0 0 E C 0 N- D F L 0 ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sol . . . . . _ : . . . . . . . . . � . . VT4 . : : : : . . . . _ . . . . . . . N � 35'-211 101•-$11 11'-211 - 10'-8" 5'-9" 5'-511 3'-211 6'-$11 31_611 1 11 1 �, 1 41-911 1 -7 1 -8u 21-811 ...._.__ _ ��_?1_.. 21`1" 21-1" 6'-811 31_611 _ N W N W N W = 2646 DH 265 DH 2650 DH N W N W NEW _ 265 DH 265 DH 2650 DH - NEW CEDAR &cQ TRELLIS ABOVE II ' tl Lu MOVE EXISTING II WINDOWS FROM - I I z GLASS BLOCK o ►= - _ PATTERN TO = `� - - r zD KING TO KITCHEN Q x N FAMILY BE APPROVED ; O O0M # BED—ROOMo4 4 oo RECONDITION o BEFORE _ = z patRECONDITIONio INSTALLATION o CARPET CARF�ETT TERAZZO TERAZZO o q- o�oU W7 Lu I- N 11 z O oI 0 _ L n VEN FREF �n 6068 - ---- < " NEW 5068 -- - - -- -- Q FRENCH ICR I ``� EW 6"x " - � _ _ _ _ o GLASS BL CK ^ CLOSET ^ ~ � � h--y NEW NEW NEW N PASS _ 6068 THRU Hw Crn ' 2668 2668 Lo PROVIDE I _ _ _ _ _ _ = VJ z 51_211 T4�E5 5HO � PAN & DRAI CLOSET RECONDITI ii FOR WASHE � WOOD FL OR z N ? _ 51_211 - o ' 0 ROD p6A zn OEWIC I %� ' ao ZDop CARPET I __ FATTIN� Nz' ¢ o - � bath - i f a_ Und__r 1 tz I� TNTNG W breakfast Z TILE I I —TILE L C _� 0Z ! N z " o u � RECONDITION W LL `Q RECONDITION N _ 6'-4" _ 5'-10" 3'-_5" 3'-711 3'-9" 411 ' 3'-6" d) zzz- x WOOD FLOOR z WOOD FLOOR z q t 10 c i T� ��� I x x w _ i wl� bath ,. W THIS AREA TO x 0 x � I TILE 0 a BE RAISED I zl U NEW 811 q 1° to I w Rr-LOCATH Z N Z N FAN 0 NEW 3611 HIGH SQUARE NEW 3611 HIGH 1 , I I - Q e Lu HALF WALL COLUMNS HALF WALL `� _ _ NEW L _ TU5,/- ER ;: - 2468 NEW - 3068 2668 C.O. _ 51-211 81 41_511 81 41_811 1_911 41-411 _411 O 1 _ � e L_ i. FA~ r. aqi- T- 7;cN W E NDITION O ' N _ `y 12 �- z m z coN OD FLOOR - o [A-= T Ln N Q Z � -__ � i O 3 Q 6 8 Z fn Z C.O. a o MASTER � � I� f� 00M , --- --_ #2 _ RECONDITION o NEW OPEN i----- ? WOOD FLOOR -- RECONDITION z (h STAIR RAIL �� 1 T WOOD FLOOR N entry - - . z x _ N CLOSET f over � RECONDITION RECONDITIONRECONDITION `o - x I - WOOD FLOOR EXIST, STAIRZWOOD FLOOR , IN w I wCID , - I z W N I N EXISTING WINDOWS EXISTING WINDOWS A - -- �--�=� _� "o EXISTING WINDOWS EXISTING WINDOWS - 1u t� 5' 4 � SHADED AREAS DENOTE NEW CONSTRUCTION. SHADED AREAS DENOTE NEW CONSTRUCTION. S T L 0 0 _ _ Q-0— N J F L 0 _ C-3� Z : .. . . . . . . . . . . . .. . lei_ N7 I i EXISTING CHIMNEY = ` TO BE REMOVED 12 THIS PART OF EXISTING g APPROXIMATE THIS PART OP EXISTING STRUCTURE TO BE REMOVED EXISTING PITCH STRUCTURE TO BE REMOVED V J - Lu EXISTING WOOD WINDOWS L_ Q TO BE RECONDITIONED X � H W aW - uw Ii - < - EXISTING CEDAR SHAKES - Q - Lu TO BE RECONDITIONED �o z -f zz O Ln - -- Cn w- a UA Q EllU ff '' W ❑ � �L.1 u H � W z N y -- EXISTING ALUMINUM WINDOWS W O f TO BE REMOVED s UI W '1 y p lI -- W ff 5 T _ v A T I _o N A._ �._ T _E L. _ ffy _ A _ T 1 o N W Q U N N ( n N V J (3) O Z 0 X r LLL, 1 ,n Ell lL! a a EXISTING ENTRY PORCH — --- - ---- TO BE REMOVED El [-]I . . S O U T H E L v A T 1 o N N O R T H E L E v T � o . : : . . . . _ � � N Z _ . . . . . . : gcP Cu bc-c&r� Plvc) i EXISTING WOOD WINDOWS = TO BE RECONDITIONED Htt— LL LU NEW CEDAR TRELLIS H LLU 1E11 1:1 a t H w U) WE ST ff L f _V A T _ 1 o N E A S T E L _-E._V-- A T I __0_...N �� = 11.1 0 _j J a U N LH 1 LL1 12 cv � (MATCH EXISTING CD ROOF PITCH) 6 0 9' PLATE o 1A Ih L.11_l. (�_. L I. ► i U I - _�. _1[_Li1i I ! II i 11 II_I �LLr--T���4-�� 1-� - � 1_ 0- LLL L1�__-►_LLL j_L_ LL_IL- �11 -i,01-LLI J 1 1-I._ll._;j111, -11 . 11.11_ I_J_LMI x.1.1 x-111.1.111 .1 _l�_I 1 I 1 1 l l f.l ��- -NIJI.- L___ !_-L U h!J_l I _ �1.1___I l L i l_ -� 11 1 I 11 _IL I - �. 11 I �.-. r t.- i� 11 l , l r �� -!- LSI I I 1 l 1 ..._l YUJI T I��1 _�.��._.l. l I.l .�CEDAR SHAKES 1 L ..._L_ _ x_11. I�__I I I ��� .i -.._ 1!_ 1 -1 �., I.._- Lr-1.. l- _ N I 1 1I I I II I 11 W r--- TO BE RECONDITIONED -- -1�L, ��.�_1.�. 1,�._...IL_1-l._«-. LL._l_�L-�L. i i l i I I I ' I I II _I x_. 1.111; Al 1 .�11 1�_i_IA. -1 _-11_�-1_.i--.1._ 1.�.J._�1 1 .1-1 _lf_ i - l_a�_ I y�l _1.1. 111__1._ i_ l._-1 _ J� 11 _I ffl.1 �1- 1--a— LOO � I I I 11 1_ SECOND FLOOR a !!1 I�l.l�1�_lI. 1- 1.1_. I I - 1...�.I_ll-� 1_-1--11__j. . .-i-(-_il _t ,]] l .]].IL-11._ I-1;. 1_i l� A I I_ I �1 _I 1 �_1 �1 1-1!Yl-i 1� 9 PLATE � o O i ti i I 1 11 Q z -•a - _— �l—L L�_C1-1.1✓_ 11 �l_lr�_�l__��.I��_lel _l �1..1� I� _�_� �-I I I-_�-1_� � 11_--1�., 1L I 1.1.11 1 I I �_-�I_ _� =� �1____i_ Lit-1 11_-1i��1 �i X o � = L NEW ENTRY PORCH I I I1. I I w = �-o I ►-_I�_ LL��-_I1_ LLI�_i _1� �_1 l 1. _. JJ__ ELI L_1 _1 ° mow - I L 1_TL I --L�_i�l _�.�.F.--_�_ 1--►__► �_1�_.�_ 11 - Q � � ' -_ T � W UO 71 LiL L_LL L�-1.1._-Ll._I�-_ It._I_i_11_� 11_:1.1.L_L.� I -I 1. 1. 1-_J.I._1. 111-.►.1_.. -1_.�I_�1_.a._ 11� -1111_�I.1 _.�1.1 t � Z w w 1 i- I__l]11.� I-.�-I i 1J 1_11 1��-- f _� L._ _I l- 1 I I 1 1_l_. .1_IL_LL[ _LL I It_LL 11_ .L� a �- 1 1_ LLLLI _1L >T_1�-I_l-1!1t-L�►� i �� i� !--►a_ a , I�1i�_u1-_.�a-_'�i a1�_17.a -ll� i w o ►� NX Lyl I L-1_.L1_�=11--1 11-1- 11-._1! 1�. 11-Jr► _ U 1_L Ll-��I:4ll� l�!.�I.�111,1 1.LL II�LI_� 1 � W U II I I FINISH FLOOR [JELJ I�.11____1JjjJ_I.j-1.1 lJ.l—,i l 1.1_ 1 !► - �i_a�_�ia.�..1�1__1.1 jj j 11-j-1-111-fl S O U T H E L E V A T 1 0 N N O R T H E L_ E V A T 1 o N . . . . = jig i TRUSS LAYOUT IS FOR REFERENCE ONLY, ACTUAL LAYOUT TO BE DETERMINED BY TRUSS MANUFACTURER USE SIMPSON H-1 CLIPS - UNLESS OTHERWISE NOTEID - SOLID 1/211 SHEATHING 4 BLOCKED AT ALL EDGES * NAIL @ 411 O.C. PERIMETER AND 611 O.C. IN FIELD1 ------ (2) SIMPSON H-7 CLIPS @ TRUSS SIMPSON H-7 CLIP @ TRUSS SIMPSON ST 6236 STRAP BETWEEN FLOORS SIMPSON LSTA 24 STRAP BETWEEN FLOORS SIMPSON FTS21 CLIP @ FOUNDATION CONNECTION SHEATHING BREAKS SHALL NOT SIMPSON SP1 CLIP @ SHOE TO STUD CONNECTION 3 STUDS VERTICAL FALL AT FLOOR AND WALL CONNIECTIONS 2 STUDS VERTICAL HIP SET 0— — — — — — — — — — — -1t - I 10"x22" CONC. FOOTING \ W W/ 3# 515 CONTINUOUS I I I N I �------- -- — 811 C.M.U. a 411 SLAB W/ 811 TURNED DOWN EDGE EXISTING SLAB AND FOUNDATION TO REMAIN I ' I ► I � � W I I Z a --- n I I o I I u - - RAISE FLOOR IN THIS AREA — — - TO LEVEL OF _ _ — _ r' ' SURROUNDING FLOOR _2n I 51I \ W EXISTING SLAB AND ap FOUNDATION TO REMAIN 0 } a ' c� I 4" SLAB W/ 8" TURNED DOWN EDGE I ----- -- ¢ I I I \ 21 x 2' x 1011 DEEP I I I Lo CONC, FOOTING W/ 10"x20" CO C. FOOTING cn 3 515 C O N T. W/ 3# S' C O T I N U O U S L ---- - - ---- — --- --- --- -- — J \ L_--__�___ I _ LU - L _ J L _ J L - J -- ' 10' 41-6" 2' 31_1+1 21 31 21 2+_�n 111-41' � o EXISTING ROOF TO REMAIN EXISTING SLAB AND FOUNDATION TO REMAIN I I \ 1L - 411 SLAB W/ 811 TURNED DOWN EDGE O U N D A T I O N L A N 0 0 A M I N G � � A N . . . . . . = : : : : : . . . . . . . Sol W : : : : . . . . log 1 I ' s I I I EXISTING PITCH IS APPROX, 6 / 12 PROPOSED TRUSSES SHALL MATCH EXISTING PITCH E MATCH EXISTING 16 � FIBERGLASS SHINGLES ON 15# FELT ON 1/2" PLYWOOD = SHEATHING ON ROOF TRUSSES @ 24; O.C. R-30 INSULATION W/ METAL HURRICANE CLIP �� 2" POSITIVE AIRSPACE SIMPSON H-1 CLIP UNDER SHEATHING ( 1 @ EACH TRUSS ) — W PROPOSED FASCIA AND (2) 2"x6" #2 TOP PLATE SOFFIT TO MATCH EXISTING --- 5/8" GYPSUM BOARD = --------- - 1/2" GYPSUM BOARD 0 =_ PROPOSED VENTING TO MATCH EXISTING o � H = tD U- - - -- R-19 BATT INSULATION m a r l z H LLl e W BASE MOULD _ W 2"x6" BOTTOM PLATE - 3/4" PLYWOOD SUB-FLOOR MATCH EXISTING u �t SOLID 1/2" SHEATHING BLOCKED AT ALL EDGES - NAIL @ 4" O.C. 5/8" GYPSUM BOARD W , PERIMETER AND 6" O,C. -IN FIELD - ` < a SHEATHING SHALL BE CONTINUOUS - most— 1/2" GYPSUM BOARD AT FLOOR AND WALL CONNECTION, -11 di _ (2) 21lx6" #2 TOP PLATE CEDAR SHAKES ON 1/2" OSB ON 2"x6" SPF STUDS @ 16" O.C. _ NOTES - Q O � STUD REQUIREMENTS FOR _ 2 SPF ( ALL TOP PLATES #2 YP OR #2 SPF ) m 0 8' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) 21'xGll P,T, BOTTOM PLATE W/1/2"x8" ANCHOR BOLT @ 4'0" O.C. "' - R-19 BATT INSULATION * 2---2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5,6' OPENINGS �_ BASE MOULD -- * 32x4 STUDS CONTINUOUS ON EACH SIDE OF 7',8',9' OPENINGS * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS 8" C.M,U. HEADER BLOCK - —.— 4" CONCRETE SLAB W/ FIBERMESH REINF, TO BE TIED IN WITH EXISTING SLAB, 9' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) GRADE * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS 8" C.M.U. FOUNDATION WALL -- * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS 6 MIL VAPOR BARRIER CDVER * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS z TREATED & COMPACTED FILL * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS :2 - -- a 0o 10' HIGH EXTERIOR WALLS (MIN 2x412" O.C.) 101lx22" CONTINUOUS CONCRETE 'x. FOOTING W/ 3 #51s CONTINUOUS - * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS #5 @ 4' L AND G * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS 2211 GROUT CELL W/ CONCRETE _ * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8' OPENINGS * 5--2x4 STUDS CONTINUOUS ON EACH SIDE OF 9',10' OPENINGS (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) TYPICAL WALL SECTION ' @ NEW WALL . . . . . . .r . . . . . . . . . . . �:- : : : . : � ice r� Dvd . 1 tgtD--CAbj ttb -C-A PHONE A - II PHONE LU I _ / TO II - / i GAR G kM —U LU O \ \ C) ICAB ozznoa — �� I / wl Ql— r n PANEL \1 - - I � - W \ /F=AN/ zzo� — I\ - I \ / LIGHT / I F-P—Z.n IN I o �T T12/ -' f I II I I FAN/ 1— '7 _ \ LIGHT u, RPLOCATT I N � /: FAN LUFAN/ i // i \ PHONE \ - \� TO ITC,—H\ LIGHT @ 0 OAFI f7J // /� � r _ � � � / A.H.U. \ w #E—rivI I rn I PHONE / i — \ Iz NZ ILI o C 1H Li qp R S T F L 0 0 R- E C 0 N D- F L CD R I / x i° a of . . . . . . 3 Lp l 5' F�r 4)EF L 0 T LOT 3 LOT 2 LOT 5 I BLo�f� -214 �LaC +c 24 r OLOC-X 24 �La +� 24 , ! L _ r EXISTING r r I NEW I r 11 V b r GE 20' B.R.L. , 2O' B.R.L. r r I GARP�GE 6AR4I '•R.L. 20r 20' �3 ' m h I I f t1 I I I I I = THIS PORTION of I II I - _; .I NEW I I r I EXISTING STRUCTURE I II I r I DRIVE OVER B.R.L. TO r I ,, _ I I i I i tu BE REMOVED. tu lf1 r \ I c0 i In m ( I r lt1 111 r I dJ i in Ln Ln o In ❑ I ! � _ I -- I ❑ Ll r I ❑ , I I , ul, 13 r- EIEI i i I ❑ i I ' m r _ 20' B.R.L. ' 20' B.R.L. 20' B.R.L. I20 ' B.R.t-. ' Q i r EXISTING PICKET FENCE EXISTING PICIICET F=ENCE WIN . . . . . . . _ AP�,ROVoC,1 , CHY OF AIJA.NTIC 3F.'F� aha AUG 2 51993 Buit.,viNG ����� : : = . . : : T I Building and Zoning Builda s UIG rt T E P L AN w . . . . . . . . . : . . . . . . 3A te Oc en 1 � � I I L----r Y Y -r a - 22' 22' v I ;'-O" �`IDE I'-tel" DEEP Jl I I ' I MONOLITHIC, CONCRETE FOOY;tiG i r lui IIl4" MONOLITHIC, CONCRETE SLAB '' ' N` W "FIBERMESH" RF-INF. ON VAPOR BARRIER ON TREATED AND COMP. FILL I ty = I I - i ty ------- 2:21 2:2' - w m Q m Q b d 12 - 2. d) �11J . . . . . ; : : : : br-e&n Vol . . . . . . . . . . . . .`tom _ 1 FIBER6LA55 SHINGLES ON 15# FELT ON 1/2" PLYWOOD =" SHEATHING ON ROOF TRUSSES @ 24: O.G. METAL HURRICANE CLIP 51MPSON H-1 CLIP * EXISTING PITCH IS APPROX. ( I ® EACH TRUSS ) - 6 / 12 PROPOSED TRU55ES -� SHALL MATCH EXISTING PITCH PROPOSED FASCIA AND -- ' �-•- MATCH EXISTING I2 SOFFIT TO MATCH EXISTING �`- -'" ---� w (2) 2"x4" #2 TOP PLATE SGIA AND SOFFIT- g HOUSE /' 6 _ FIBER6LA55 SHINGLES GYPSUM BOARD ON 15# FELT _ON 1/2"1/2" PLYWOOD _ PROPOSED VENTING ( REUSE EXISTING PINE PANELING IF PO55. ) — SHEATHING ON ROOF TO MATCH EXISTIN G --�""--- TRU55ES ® 24: O.G. METAL HURRICANE GLIP '� -_ _ ��- R-30 INSULATION W/ - REUSE EXISTING PINE PANELING --�� - SALVAGED FROM MAIN RE5IDENCE 51MPSON H-1 CLIP - +' � � 2 FGSSITIVE AIRSPACE ( I ® EACH TRUSS ) UNDEFR SHEATHING CEDAR SHAKES ON 1/2" OSB PROP05ED FA5GIA AND ON 2"x4" SPF STUD5 ® 16" D.G. - SOFFIT TO MATCH EXISTING ��0"' (2) 2°:x6" #2 TOP PLATE 0 d 5/5" GYPSUM BOARD _ " G;YP5UM BOARD PROPOS1rD VENTING �- 1/2 TO MATCH EXISTING 0 a _ R--Irl E9ATT INSULATION _ tu 0 v 4 x4 P.T. BOTTOM PLATE W/ 1/2"x8" ANCHOR BOLT ® 6'O" O.G. lu 12"xl6" MONOLITHIC, FOOTING �__-. - - W/ 2 #4'5 CONTINUOUS GRADE - �l' Y `�-`� 4" CONCRETE 5LAB W/ - FIBERMESH REINF, ESASE IMOULD _ z 2"x(O" 60TTOM PLATE �— --- 3/4" PL� \ �� YYVOOD 5UB-FLOOR - _.. b MIL VAPOR BARRIER OVER MATCH EXISTING I'-o" TREATED 4 COMPACTED FILL SOLID 1/2" SHEATHING BLOCKED , AT ALL EDGES - NAIL a 4" O.G. PERIMETER AND 6" O.C. IN FIELD - --- 5/5" G)rP5UM BOARD m SHEATHING SHALL BE CONTINUOUS w AT FLOOR AND W 4LL CONNECTION. `� `l --"- - - - 1/2" GY•P5UM BOARD -L_-_5ECTI 0I V � GARAGE WALL �L (2) 2"x4" #2 TOP PLATE ^� - CEDAR SHAKES ON 1/2" OSB ON 2"x6" SPF STUDS N FOR #2 5F f= 2"xb" P.T. BorroM PLATE w/ m 0 I/2"x8" ANCHOR BOLT � 4'O" O.G. ( ALL. TDP PLATES #2 YP DR #2 SPF ) R-Iq BA-TT INSULATION 0' HBASE M(OULD —._._ IGH_ �,�TEf�IC�RWALLS (MIN 2x4--16° o).G.) d 8" G.M.U. HEADER BLOCK -- _� �., 4" GONC',RETE SLAB N FIBERMESH REINF. * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF: 4'5'6' OPENINGS _ TO BE TI _ 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF' 7',g',q' OPENINGS GRADE IED IN WITH EXISTING 5LAB, 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF' 10',11',12' OPENINGS - 8" G.M.U. FOUNDATION WALL - m HI�H �--,�-T-�RIOR 6�tL].-_,�j (MIN 2x4-16" O..G.) 6 MIL V,"NPOR BARRIER OVER TREATED) 4 GOMPAGTED FILL m ' 2-2x4 5TUD5 GONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS ' 3-2x4 S7UD5 GONT-INUOU5 ON EAGH SIDE OF 5',6',7' OPENINGS - �' 4-2x4 5TUD5 CONTINUOUS ON EACH 51DE OF &',q',IO' OPENINGS I0"x22" CONTINUOUS CONCRETE n * 5-2x4 5TUD5 CONTINUOUS ON EACH SIDE OF 12' OPENINGS FOOTING W/ 3 #515 CONTINUOUS (I) #5 ® 4}' O.G. AND -- H16H E,tiTERlOr' WALLS (MIN 2x4-12" 2211 GROUT GEELL W/ CONCRETE 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS ! 3-2x4 5TUD5 CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS _- �` 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8' OPENINGS 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 'q',IO' OPENINGS I ^ALL SECT 10y (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2xc6 STUD5) -- --�-�-_ _ 4� 9 NEW NALL elvd _ .:...w�. r 1 ..,: r .C. e..... .... i.�Y ..:F,}U..1 'F +�•,^...,.,_a,,(Y ,... Y .. �. 1 { 'T p $l'•'ti ,� ,� t.lx a vT .. L Tom::• All ^�W k IN"! , f kLl r � � IM Y C ` 50,06, 50.0' 50,06, - - 50.0' - �.rr.r�r.�.r.r+.rww�w ........... F ,� LOT 2 LOT 3 LOT 2 LOT - BLOCK 24 � BLOCK 24 r BLOCK 24 BLOCK 24 (� � 1 4 � 1 EXISTING GARAGE 1 EXISTING 1 1 1 TO BE N GARAGE 20' B.R.L. 20' B.R.L. 20' B.R.L. 20' B.R.IL. " 1 r 1 RENOVATED — — 1 _ __ — — Lu An NEW DRIVE I I I _ Lu THIS PORTION OF I I I I I I 1 I EXISTING STRUCTURE1 ❑ OVER B.R.L. TO i 1 I BE REMOVED. Lu I 1 I I r 1 I — i 1 I I 1 . -j I � - IA Off -� ti _ 1 [ 0 m i 10 � I I � 10 0 1 ril 1 � 1y- 1 � - 7 LoLO LO 0 LO - � ° I 0 I I I i ❑ , I 1 +n r I I I 1 ri __j ❑ � PR0V �O _. ❑ I I lov MANTIC ciT �« ►N ED ❑ I I UG �� 199� ° .-- . I I I I I I = -\J0 I , I I 1 r r ❑ I I 1 1 I ' I I I 1 II ❑ 1 � y _ ® 0 I ❑ I I AUG 2 51993 .� ❑ I I ' L _ _ _ _ _ _ _ _ — _ � - _ — _ - - � _ — _ ❑❑ L _ � _ _ _ _ - __ _ _ — _ J Building and Zoning w 1 i 1 1 IB.R.L. 'r{���'� Q 1 20' B.R.L; 20' B.R.L• 20' B.R•L. i 20 BRL1 1 1 1 , _ 00 r I 1 r — 1 EXISTING PICKET FENCE EXISTING PICKET PENCE I 50.08, 50.0' 50.08, 50.0' _. . . . . . , . . . . . . •, ` co d. P R 0 P 0 S E D . : .k X . I S T I N G Y . . _ .0 -� S I T E P L A N : 'I'v : : S I T ff P L A N 11' Ol 7 (� I F =� �• � -'ley' ' : : : ' .�: :��. : : . ' � " ( ►. ? .� R l . . . . . . . . ... . . . . . . . . . T r. �L 19 4 rr. r y, ; v i- d EXISTING ALUMINUM EXISTING ALUMINUM WINDOWS TO BE REMOVED WINDOWS TO BE REMOVED r _ VJ - o EXISTING FIXTURES EXISTING FIXTURESW " TO BE REMOVED TO BE REMOVEDLp `. EXISTING DOORS TO BE REMOVED - 11 1 LoLLl 0 0 ;. EXISTING WOOD WINDOW TO BE a REMOVED AND REPLACED W1LL- NEW GLASS BLOCK W H . N V J Luk - p l - u THIS SECTION OF EXISTING THIS SECTION OF EXISTING STRUCTURE TO BE REMOVED , STRUCTURE TO BE REMOVED ( (� Lb N EXIS ING ATTIC FAN - TO REMAIN EXISTING DOOR AND STOOP _ TO BE REMOVED L- -' J N EXISTING DOOR AND ENTRY PORCH TO BE REMOVED VJ z (NOTE: PROPOSED BATH WINDOW EXISTING FLUE TO BE LOCATED IN OPENING) EXISTING FIREPLACE - o TO BE REMOVED TO BE REMOVED THESE TWO EXISTING X _ WOOD WINDOWS TO BE - • EXISTING STAIRS REMOVED AND RETAINED EXISTING STAIRS �� '' II - TO REMAIN TO REMAIN W (RECONDITION) rn .S Ln 1 W a ALL EXISTING WOOD WINDOWS ALL EXISTING WOOD WINDOWS ON FIRST FLOOR TO BE RECONDITIONED ON SECOND FLOOR TO BE RECONDITIONED - UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED, _ SHADED AREAS DENOTE SHADED AREAS DENOTE EXISTING CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED. TO BE REMOVED, F I R S T F L. 0 0 R E C 0 N D L o o - 1 1 " t f^ a�r. 01 ' 35'-211 .T 3S'_211 � 10'-8" 111 2n 13'_4" 10'-811 «., 1' 9'-811 51,,911 511-511 3'-211 6'-8" 3'_611 41-911 - 11-711611-811 2'-811 10'-211 - 21-lu 21_111 Y6'-$" 31-611 NEW N W N W NEW NEW NEW w 264 DH 265 DH 265 DH 265 DH 265DH 265 DH L- - - -- _ Lu NEW CEDAR `� TRELLIS ABOVE II p I I (D T z o I I ' GLASS BLOCK MOVE EXISTING _ z c) tL m N WINDOWS FROM II _ PATTERN TO X � p BEDROOM # 3 BEDROOM # 4 Q L j D NING TO KITCHEN , K I T G H N rlFAMILY Q n BE APPROVED w - w 1 _ o I I p BY OWNER BEFORE �? 111 0 CARPET CARPET 7 0 o a �,i p _ RECONDITION RECONDITION N INSTALLATION i > Z oLu � --- _ TERAZZO TERAZZO 1 m N N }} w _ IL 1p 0- zN = flL 1 O NEW r a 0 6068 VEN REF- 11 1 - w - - - - -. - - _. _-.. w r NEW 5068 – – – – – IC �' NEW 6 x CLOSET o N H '' tg FRENCH t ` GLASS BL CK NEW' } . NEW NEW r N 6068 2668 2568 PASS { ' THRU �" CO 1 PROVIDE I - - - z - uj RECONDI C) Wl 51 211 TU-5- SHO [ PAN DRAI CLOSET WOOD FL IOR W z 5'-211 ( Z: Cy I � _-.--._ FOR WASHE - z N Lu 'u) I R 0 D -S7=t F - - - �Ll p x: 1 io p ou WICID CAB`z - av CARPET I AT TY p 1L_ 0 ,� _ _ bath I laundr ACC. 0 z_ `� (�-y U d N V' TILE I TILE - z L . J I p ',� J DINING z breakf asI 1 II 1. 11 I, 11 1, II 1. 11 II I 1_ 111 0) z W N 61-4111 5 10 3 5 3 7 3 9 4 3 6 RECONDITION w I RECONDITION W I F- - - _ WOOD FLOOR z WOOD FLOOR z 1 0 I r - �`� bah �' ' Q a _ Jll W �o W THIS AREA TO - w z� TILE N BE RAISED I CO w - - - r' W _ R�LOCAT� - M 1° Lu z N z N I FAN I a � ' r II II NEW 8" A. d- L ._. - - � T U pf E R NEW 35 HIGH SQUARE NEW 36 HIGH 1 __ NEW _ NEW - HALF WALL COLUMNS HALF WALL 2468 2668 3068 n O _ C.O. n rAv _ c�1_2n gl 41-511 8 41-811 1-911 41_411 -•411 � 0 1 iD r• #2 1L c CO RE NDITION `�' Z CO Z co OD FLOOR - O _ cn m _i � cn Z to to — O . 3 .O. MASTER BEDROOM # 2 � o _ C.O. o 0 0 �_ _ -- -�-__ _ --___—_ 0 z ; z RECONDITION W_- RECONDITION z - NEW OPEN WOOD FLOOR - WOOD FLOOR j `n Q- U1 STAIR RAIL e n I-•\' ' z W z X c� - ., CLOSET .. _ N LIVING foyer w0 --- p Z � - � `f' I _ Ili RECONDITION RECONDITION RECONDITION ' `� tXu WOOD FLOOR EXIST. STAIR WOOD FLOOR cy I o N -- _ -- – T _ _ r _ __ -- ___ ►�i EXISTING WINDOWS EXISTING WINDOWS , EXISTING WINDOWS EXISTING WINDOWS SHADED AREAS DENOTE * SHADED AREAS DENOTE - NEW CON5TRL)CTIO,N. NEW CONSTRUCTION. - 1 S T F L 0 0 E C O N D F L_ O O _ . . . . : : : : : zu : : . : : : : : : 14� r 4e 0 EXISTING CHIMNEY TO BE REMOVED Are 12 THIS PART OF EXISTING �g APPROXIMATE THIS PART OF EXISTING STRUCTURE TO BE REMOVED EXISTING PITCH STRUCTURE TO BE REMOVEDw -- _ L lu p uu 4 � p • — EXISTING WOOD WINDOWS TO BE RECONDITIONED H ', L—A I Xw 0 > - a y'; Q w - '. Ili ti a = Lu ;. �- EXISTING CEDAR SHAKES – D z = Lo TO BE RECONDITIONED ON LL O .. zo a UA El to N - EXISTING ALUMINUM WINDOWS 2 U - y'u TO BE REMOVED Lu = Lu o � W E S T ff L E V A T 1 0 N- ff A S ff L ff V A T 1 0 N- Lu W A a U N r 1. N co p z H � x - e ❑ � l 1H = iEi L:li lEl [:]I I IF11 Eli I Lii w .4 iL 11 lE I El EXISTING ENTRY PORCH — - � TO BE REMOVED 5 o U T H E L_ E V A T 1 o N N O R T H E L E V A T1 o N � � � � . . ZAR TL. ,+ q a i ' i� ry EXISTING WOOD WINDOWS - — — ' - TO BE RECONDITIONED = - stip' I_I_.l . +- - — NEW CEDAR TRELLIS = M W 4a 1-ji E:i . L 0 Q w co T _ '•`}j': E —U-- T I O N o ;, 41. � C) Q U N LU lu _ z �•. 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L I._I -I.,L I>-_I_L1 I ,L LL l__!l_ I..._ IJ-1!- 1_�I�IJUI-,J; 1-11_i- J [I�!U i I I-]] _ I _I li�_I�_ Q i T _1_�_I I _la_�� I_ l 1��1 J I�_► I w o o N X 1�-- �� W w U , I I ILLI ILi I: L�. L I- I L11_l-� I1 a l_l� l� 1 la �l``�}- l�r��I I>`_1�_..�_,1,.-L-ll �I 1 �_��_�Il �-lLI �1_J1J�_i-1_�-1��.►�__Ll_�J_-1_I�,.i�ll�_�I.� ,�___l �.l I._l.. 1�1 !�J__11.—.1-I --- _ FINISH FLOOR _ ... . . . . . . . . . . . . . . . . . . LLLLL Ll O lJ T H U A T 1 O N N O T H E L_ _._ ff V A T 1 O N : z • w Y r, • 4 R ; io p TRUSS LAYOUT IS FOR ` A `. REFERENCE ONLY, CTUAL LAYOUT. 3+,Y, TO BE DETERMINED BY * TRUSS MANUFACTURER Y ". " USE SIMPSON H-1 CLIPS UNLESS OTHERWISE NOTED A SOLID 1/211 SHEATHING BLOCKED AT ALL EDGES NAIL 0 411 O.C. PERIMETER - AND 611 O.C. IN FIELD --- — (2) SIMPSON H-7 CLIPS @ TRUSS SIMPSON H-7 CLIP @ TRUSS ' SIMPSON ST 6236 STRAP BETWEEN FLOORS SIMPSON LSTA 24 STRAP BETWEEN FLOORS SIMPSON FTS21 CLIP @ FOUNDATION CONNECTION * SHEATHING BREAKS SHALL NOT SIMPSON SP1 CLIP @ SHOE TO STUD CONNECTION 3 STUDS VERTICAL FALL AT FLOOR AND WALL CONNECTIONS 2 STUDS VERTICAL \ HIP SET " 101..8n _ - - - - - - - .— _ --•- � I L 1011x2211 CONC. FOOTING W W/ 3# 5'a CONTINUOUS I 1 . —811 C•M.U. 411 SLAB W/ 811 I TURNED DOWN EDGE EXISTING SLAB AND I I 1 FOUNDATION TO REMAIN w W IL all I I I z o w .' RAISE FLOOR 1 �J IN THIS AREA �- \� - — � TO LEVEL OF ..._ - Lu SURROUNDING I 51-211 FLOOR EXISTING SLAB AND I I o co FOUNDATION TO REMAIN. I I ` N I 411 SLAB W/ 811 I O ,1 �� ( TURNED DOWN EDGE 21 x 21 x 1011 DEEP I I I \ CONC. FOOTING W/ Lu 1011x2011 CD C, FOOTING I — — — — — — — — — — J 3 5 a CONT. 3 S I— # W/ # 5 CO TINUOU - - - L — J L — J L .._ -J - - - -- - _ - ,r 1 101 41-6n 21 31.111 21 31 2' 21-1n 111-411 51-211 51-211 cq z .SIL to O EXISTING ROOF d I I TO REMAIN - EXISTING SLAB ANDLL FOUNDATION TO REMAIN 1 t. U1 Q Q 411 SLAB W/ 811 ( / TURNED DOWN EDGE F o U N A T o N L A N o o A M N P L �, \ : .: : : : . . . .- . : : : : : : - _ 4 �y� �.� a:" :� qq 1 ' Y , EXISTING PITCH IS APPROX. ° 6 / 12 : PROPOSED TRUSSES SHALL. MATCH EXISTING PITCH MATCH EXISTING Y FIBERGLASS SHINGLES ON 15# FELT ON 1/2" PLYWOOD SHEATHING ON ROOF - TRUSSES @ 24: O.C. INSULATION " METAL HURRICANE CLIP _ - 23POSITIVE AIRSPACE SIMPSON H-1 CLIP UNDER( SHEATHING 1 @ EACH TRUSS ) W :day. PROPOSED FASCIA AND 4 (2) 2"x 6" #2 TOP PLATE SOFFIT TO MATCH EXISTING soft - 5/8" GYPSUM BOARD 1/2" GYPSUM BOARD L... ' PROPOSED VENTING - 11 ' TO MATCH EXISTING E —t = W ;:,, kD IL . ^ . ---- R-19 BATT INSULATION - '' ```: _ a N Lu BASE MOULDLu 2"x 6" BOTTOM PLATE - 3/4" PLYWOOD SUB-FLOOR V Jb l a � i MATCH EXISTING SOLID 1/2" SHEATHING BLOCKED iii AT ALL EDGES NAIL ® 4" O.C. 5/8" GYPSUM BOARD ' PERIMETER AND 6" D.C. IN FIELD SHEATHING SHALL BE CONTINUOUS 11 ?' AT FLOOR AND WALL CONNECTION. ��"'-_ 1/2 GYPSUM BOARD Lu (2) 2"x6" #2 TOP PLATE - CEDAR SHAKES ON 1/2" OSB ��_ - + ON 211x6" SPF STUDS @ 16" O.C. _ NOTES r N STUD REQUIREMENTS FOR #2 SPF ( ALL TOP PLATES #2 YP OR #2 SPF ) o r;pi 8' HIGH EXTERIOR WALLS (MIN 2x4-16"' O.C.) 2"x 6" P.T. BOTTOM PLATE W/ R-19 BATT INSULATION 1/2"x8" ANCHOR BOLT @ 4'0" O.C. rirt* - f BASE MOULD * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6' OPENINGS * 3--2x4 STUDS CONTINUOUS ON EACH SIDE OF 7',8',9' OPENINGS I G`'�i * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS _ 4" CONCRETE SLAB W/ FIBERMESH REINF. - 8" C.M.U. HEADER BLOCK TO BE TIED IN WITH EXISTING SLAB. - � . > GRADE 9 HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) _ * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS 8" C.M.U. FOUNDATION WALL -- * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS 6 MIL VAPOR BARRIER OVER * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS � TREATED & COMPACTED FILL * 5---2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS Q w o 10HIGH EXTERIOR WALLS (MIN 2x4• -1.2" o.C.) 10"x22" coNTlNuous CONCRETE FOOTING W/ 3 #5'a CONTINUOUS _ �F (1) #5 @ 4' O.C. AND * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS GROUT CELL W/ CONCRETE = * 3--•2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS 22" * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8' OPENINGS * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 9',10' OPENINGS (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) TYPICAL WALL SECTION @ NEW WALL . 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