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4th Street 236 i 9 I (MAIC"� ` 1,�rNGTr� ° o.!6 lI 3l- X _ REVISIONS BY / DATE u�, �1�1�� �I�,�I.��:w -��I cQ M�:c� I . • _ _ -�:t��. � - ,�/ - I i • . � • . , 12 w FI V IF �t�ltC ..t`IAIL �I����. -K'-'� 1=, a', �4_r 1w;UL " L C7 VERPT,T, 4 t�• _ ,; (I• I r�. ; , t •t?., 0AIL1 4_ 1.G, 1 . _ ? ca rr-' �- Q,G_� ll�t . L' T" . �Cr4' � © - w - 1 eflc E► t - r tl _ . ' I C en ..:i!`�f� '1' cG�t:�I 1. wip Cie.; I I I I r 1 Ff 211 'p �`fl�c - C'G�l NSU - -.' _vA_T I I ( 7. _ ! :w N.)Iwo CL A-r2, or— AL 1� 1-I;eGm-r Ar-. fit _� 1 I-_G-1rLb� I.f�k' VY, X1'7' IMC.O11� ' u Q.�, 1 tom! _ "' t Xx � I i `t�l ��r yC L f I �►. It 0 � .r(-G'' . a -C�' I I `31:+ A1~3 ��t�.C�:4�1�•• � °' � �"'w � I I N m S yfill �,r.f�r•t r ����f�•^i: �,��..�1}+Mr�f gip`( c►t/ �I �1��!�_.�rt.> �v i(�,'��'�'yT�G"111.1�1.�c�.��. _ I I '� � � U_ Rowe) Row) 10CL HA Ir, p -C,. tl l,G•y` �C1 �t / 1' :r!r'� I t.�,1► e I I � o N.i tt ��Asl7�,..+- .VV/ .1�'G -1•t 1� �. t i ,,�,f r \7}\ � g}y � � I✓%ti' .1c� r�W r--• «ltttlll"'...y }, r r' sE1 �? } Il MLU _ . _7 I � -: I I p•P'�'� �BAH = f- ._ c _.y ul�•D1ND •},•, C t e.0 "-.!S•rl r..�•�► L..�;' k'S r + ( , � ,GENERAL. NOTES: � i ��s ,�, ,,� 2 91998 -�_ � C;�'[�~' ��'C1 h�'�' �� 1r�-�ta,•� I I OCA I. 7H1z CONSTRUCTION WORK SHALL COMPLY WITH ALL F1EDEfRAL, STATE AND LOCAL REGULATIONS •' 'a.i I ---. � � ,- •., t�L• r,•f �" AS THEY APPLY TO THIS PROJECT ALONG WITH ALL THE REQUIkMENTS OF THE STANDEARD BUILDING �..� r �t �t► 1 ,l G[., .. '' h> -f ;,� .�,.f' •� [D ,� CODE, SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL,.LATEST EDITIONS- i 7`� l;`,+ 1 1 CID iww 2. PROVIDE GRI. CIRCUITS AT ALL OUTSIDE AND BATHROOM RECEPTACLES. _. A454 Opv 3, DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL INSTANCES, REPORT ANY L DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH T14H WORK 4. PLANS ASSUME A SOIL BEARING CAPACITY OF 2,500 P5F. IF SITE CONDITIONS EX15T TO THE r � i J ''�, I i �,._ Lip CONTRARY NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK " p! tu ' {V k• N BE CLEARED OF ALL.TOP SOIL,TREES, VEGETATIONS, ROOTS AND OTHER ORGANIC MATTER PRIOR , „1 r I I � W 5. THE ENTIRE AREA UNDER AND WITHIN 5'-V OUTSIDE OF THE BUILDING, DRIVES AND WALKS SHALL aD - TO srAR1'ING coNatRUGt10N. 2 �- . FILL TWE SITE A$ REQUIRED IUiTN GOAD CLEAN GRANULAR SAND IN LOOSE LAYERS 11 BETWEEN 12 AND 24 INGLES AND COMPACT BY VIBRATORY ROLLERS TO 95% OF MAXIMUM DRY .� I�� �,,MAs(y"•� .` r t: �`' "� �"� �� -�' � � !' i " DENSITY A$ DETIERMINED BY A MODiFIIED PROCTOR GOMPACTfON TEST' (ASTM D-I'357J. VERIFY {ht. if" ' �r 1� _ COMPACTION RESULTS.WITH TEST$ BY A FLORIDA REGISTERED TESTING LABORATORY. PROOF ROLL THE --- - ,,., ; - ,. --�.� !� Y`► C ��� - - - -- - - - - - � � AREA UNDER THE.BUILDING PRIOR TO FILLING. I''-' �' ` R r-:a• « " " 3'"n��.;+ r m 1t- ' 1 0t- _... ,, Pt--, .+ �► -�4!`v: :�' .�.,�'• r;��,fE'•.ts/'' ," �,_ �, �I yY`1� ���i+l l`�� ..��:�••.+L�►S..I':c'H''tr.�.�'I�i�� ���:�.: �.� a � 7+�t Z � � IL 1. TREAT THE ENTIRE AREA UNDER AND WITHIN 5'-0" OF THE BUILDING FOR SUBTERRANEAN TERMITE$. PROVIDE RENEWABLE BOND AZiAINST SUCH DAMAGE FOR A PERIOD OF ONE (i)YEAR FOLLOWING DATE OF FINAL COMPLETION. 5KETCP OF OURVEY U_ 8. PROVIDE l41 CONCRETE CYLINDER TESTS FOR EACH 50 CUBIC YARDS OF FRACTION TNttiROF `pk` •y - - OF CONCRETE PLACED IN FOUNDATION, COLUMNS, 15:AMS AND SUPPORTED SLABS. '" s r 1/8 : I •Q a H W $. ALL CONCRETE SHALL ACHIEVE 2,500 P.S.I. BEARING CAPACITY IN 26 DAYS. ALL CONCRETE r i f�/ � i �`i�.4t'�'1._.., i .� ���,p r�" �["�•��,�c vie ,✓ ��---~ ,n � SHALL BE READY'-MIXED IN ACCORDANCE WITH A-S.T.M. SPECIFICATIONS. tt,, 11 ,,. w Myr , pi M � t df O V 1t / � � 1 iM. _. '' .J iA �.. t""'. l�!'�wr� kd'l.A `: Rr ► 1 JJ z (,L F_ I+�. ALL RENFORCING STEEL SHALL BE NEW BILLET, DEFORMED STEEL A.S.T1`i. A»PSIS GRADE 60. 21i�j ,r jl + � r"? �f4 ..( OCA sp q z 11, SLOPE ALL SIDE WALKS AWAY FROM BUILDINGS AT 1/4" PER I'-0". LIGHT BROOM FINISH i"w V J f W ALL SIDEWALKS, STAIRS AND RAMPS, SCORE CONCRETE IN PATTERN INDICATED, BULLNOSE ALL EXPOSED � � �--- ('4 � CONCRETE EDGES. SEE ARCHITECTURAL. FLOOR PLAN FOR PATTERNS, AND CONSTRUCTION JOINTS.. �`� � f �f � � � � Q 12, ALL CONCRETE FLOORS SHALL RECEIVE A SMOOTH TROWEL FINISH EXCEPT AS NOTED. ` 1 �1 ��L V/A[_,L,� Cl f 0�-1 � _ 13. PROVIDE I/4"ASPHALT IMPREGNATED EXPANSION JOINT WHEREVER CONCRETE BLAB BUTTS ANY VERTICAL STRUCTURE. W n 14. ALL LUMBER IN CONTACT WITH MASONRY OF CONCRETE SHALL BE PRESSURE TREATED. l 1 15. SUBCONTRACTOR$ SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, EQUIPMENT, STREET$, SIDEWALKS, LANDSCAPING AND EXISTING CONSTRUCTION. 16. ALL SHELVING SHALL BE VENTILATED VINYLGOATED STEEL ROD SUPPORTED AT 36" O.C. MAX. ALL CLOSET$ Tp RECEIVE ONE !U SHELF. ALL LINEN, BROOM AND PANTRY CLOSETS TO RECEIVE 1 FOUR (4)SHELVES. T�r-r�� � 1��'��U�� ��`I�'� f�l�ff �w� '1���°"'�� �'�'C��"'IC`�,� ��---.. 0 P1. ALL WATER PIPING WITHIN RESIDENCE SHALL WAVE VACUUM BREAKERS. w W 18. ALL TRUSSES SHALL BE V-0" CENTERS WITH TEMPORARY AND FINAL BRACING IN STRICT ACCORDANCE'WITH THE MANUFACTURER'$ SPECIFICATIONS. ROOF TRUSSES SHALL BE DESIGNED AND Y A FLORIDA REGISTERED PROFESSIONAL ENGINEER SUBMIT SHOP DRAWINGS FOR APPROVAL P �—,+�,r ` 4 CERTIFIED B ch `` '' � .�. �9 .I _�1" Q- !, 4 PRIOR TO FABRIG.ATING TRUSSl;S, Al.l BRIEARING WALLS. SHALL BE 7x4 STUD FRAMING UNL>w85 NOTED -�� �� `�� �� �.:'�'��1``t�. r ` ���) Wj DRAWN OTHERWISE, CORNERS AND BEARING POINT& SHALL BE FILLED SOLID WITH JACKS AND SPIKED. TOP ���,� ,,4.� ���.{ , � 1,(-'y���� '�(,I,.. � t .� ,� �����11 11 �- � JRi c aEARINCT.PLATE 3WALL BE CONTINUGUO.WITH LAPPED JOINTS AND CORNERS. PROVIDE OUTRIGGEERS ON ALL �. ". .rlr, 1 .�..+ lN: it � " GABLE ENDS. $TRAP EACH TRUSS AS:CALLED FOR BY PLANS. '-� �� f,L� rI t Y_ CHECKEDJRM� SEE ROOF'PLAN FOR GENERA!- LAYOUT AND PITCH. APPROVED SHOP DRAWINGS pt SHALL SUPERCE PE THIS FRAMING PLAN• DATE iO.Io/'98 19. CERAMIC TILE INTERIOR,.GOEFFICIENt OF FRICTION MINIMUM (MIN). 6 LE XT1ERiOR USES ' SCALE AND INTERIOR '-- WET, COEFFICIENT OF FRICTION MIN. B UNGLAZED- ACJ NOTED 20. TNI$ A "BUILDER'S SET" OF CONSTRUCTION DRAWINGS. IT IS NOT THE INTENT OF TWESE DRAWING5 TO SHOW DRAWINGS TO SHOW EVERY DE.TA4_ OF CONSTRUCTION. THE BUILDER SHALL BE RESPONSIBLE FOR � JOB NO. SUPPLYING ADDITIONAL AND/OR.8UPPLEMANTAL INFORMATION REQUIRED FOR THIS PROJECT. IT SHALL BE C/ IT SHALL BE .THE EWILi�ER'$ RESPONSIBILTY TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS ANDLABT pZ CAA D LOADS, CON3TRUTION DETAILS,NOTES AND ALL PHASES OF CONSTRUCTION REQUIRED TO COMPLETE TH15 RECE!" rr) I � PROJECT. ALL FINISH AND EQUIPMENT $ELECTONS SHALL BE VERIFIED WITH THE OWNER/BUILDER ►� /w. OCT 14 1998 SHEET 21. PRIOR TO GO"'TENCEMENT OF SITE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IRRIGATION LINES AND,REPORT'ANY CONFLICT WITH THIS SET OF PLANS IN WRITING CRY of Atlantic Beacht''' ` • 70 THE ARCHITECT. �•,/^.. ' rtiLg'lL/ / kir i h Building and Zoning f 22• FINAL SLAB ELEVATION SHALL. BE SET BY THE CONTRACTOR, W/ATTENTION TO FLOOD ZONE • .. ', } AND LOCAL ORDINANCE$. f 23. ALL EXPO5ED.METAL5,NAILS, WINGER,HANDLES,FASTENERS, ETC. SHALL BE STAINLESS STEEL r�Z� ,, ❑s- SHEETS OR A METAL 45-CHOSEN BY THE CONTRACTOR TO WITHSTAND THE NIGH SALT ETLVIRDMENT OF COASTAL CONSTRUCTION. ; • ..,� .,�a.;::u....d..1; .i. .•e ,..,.. _.. . ,ter... ..... w':..s:. :.,.... . l.d, ,e• r' .. . _ r v-;:,.. ..T.,. u... - REVISIONS BY / DATE O 2020 S.H. Q „ I� I O @42 _ A/C CHASE FOR I I I WALT. TO ESE FRAMED � SECOND FLOOR 3050 S.H. 26P8 wO.C. 4 "• ELECTRICAL NOTES �; ---- = _ _ _ ^_ SHEATHEDw/_ I. ALL WIRING AND EQUIPMENT SHALL CONFORM -- T'- - I r _ — CDx. OR EQUAL ea. TO N.E.C. , ALL LOCAL RULES AND rr" I I i / \ I _I I SIDE ,NAILED w/ ad ORDINANCES OF L❑CAL GOVERNING BODIES jr HAVING JURISDICTION R I 24ro8 6P• _ 4 I 30x"8 t WIRE NAILS d" O.C:. ,m 2. ALL WIRING AND EQUIPMENT SHALL CONFORM I I I I ' EDGE 4" D.C. N TO ❑,S.H.A. GUIDLINES WHERE APPLICABLE. I LI 2030 S.H. __ _ __ 6P. \ T I FIELD 3. PROVIDE AND INSTALL SMOKE DETECTORS II I — -' HARD-WIRED W/ BATTERY BACK UP. _ _ 4. MINIMUM BRANCH CIRCUIT WIRE SIZE # 14. �- - —I I J I I `i Ix I 5. ALL FANS SHALL BE INSTALLED W/ RHEOSTATS. I / yl-t 6. THE CONTRACTOR SHALL VERIFY LOCATION 13"� SKYLIGHT I141 , I OF ELECTRICAL SERVICE W/ LOCAL UTILITY. I4Orv8 DUVERED 71 v A 7. PR❑VIDE G.F.I. OUTLETS AT EXTERI❑R, AND IN I I I 1 I ! X31-F0 ( / ( cn z }� a� t• BATHS ,GARAGE , AND KITCHEN AS REQUIRED BY N.E.C. 09 8. CONDUCTORS AND CIRCUIT BREAKERS SHALL BE I \ I I 0 •� VERIFIED BY CONTRACTOR WITH EQUIPMENT I MANU- FACTURERS SPECIFICATI❑NS, I I I I L I 'o O \ I C, 9. NO ALUMINUM CONDUCTORS SHALL BE USED. I X 10. GROUND AS PER 1993 N.E.C. 250-81 , CONSISTS OF 20'-0' I I ( ( I 111 w � #4 REBAR BURIED IN SLAB OR FOOTING AND TURNED I ✓ I I �'` (� �, -. -. UP AND OUT OF FOUNDATION OR WALL.SLEEVE GROUND �` IN A NON-METALLIC PROTECTIVE SLEEVE WITH ENOUGH EXPOSURE TO ALLOW ELECTRICIAN TO ATTACH ` THE ELECTRICAL GROUND CONNECTION, POSITION01-4i ' 1 I NEW GROUND TO ACCOMODATE ALL EQUIPMENT EEQUIRING IT.) THE GROUNDING ELECTRODE CONDUCTOR MAY BE ''I - --� T -- - 1--- - - I • A BARE COPPER WIRE OF APPROPRIATE SIZE CRIMPED l2) 26,68 I w Q TO THE REBAR AND ENCASED IN CONCRETE THEN I I I I TAKEN OUT OF THE SLAB OR FOOTING TO PANEL BOX. I II I FRENCH c ( SHOULD THIS PIECE OF REBAR BE LEFT OUT , A SUITABLE III I II 0 1 30ra8 \ I �+ `n w GROUND RING 250-81(d) CONSISTING OF A # 2 awg BARE COPPER ENCIRCLING THE ENTIRE BUILDING AT A DEPTH I I I I II m I I �'P' 0 -_ OF 2'-6' SHALL BE INSTALLED BY THE ELECTRICIAN. I 1 64 41 xsg 2X6 B tED 1- 1- ! I (2) 2x10 s SHEA NAILED I x w/ s AINLE55 L \ 0 x 1 p w/ (2) 12d COMMON is 1'-0" ( I \ O.C. Ws (2) P BOARD � z � ELECTRICAL LEGEND ��' °IST -- -� \ �- 0- IIOV DUPLEX RECEPTACLE m EXHAUST FAN 110V DUPLEX GROUND FAULT T� I I II I R20V RECEPTACLE CEILING FAN (PRE-WIRE) 11 cr DISCONNECT -� EXISTING EXISTING ---- -- -� cl — 09 CABLE TV — -- ---- �— -- - �-� --- - A PHONE -___ __1 SINGLE POLE SWITCH 1 DEDICATED CIRCUIT (`! _ �pi �4 ( o -¢- CEILING MOUNT INCANDESCENT Av �' a EXISTING WALLS {�} WALL MOUNT INCANDESCENT L)'` �r'1 �� �� Pl.)4N ALL EXISTING WINDOWS TO SECOND FLOOR PIAN T 3E REPLACED w/ NEW WINDOWS uI USING SAME ROUGH OPENING � w z r= ---- ":X" BRACE GABLE END a -10" II -m" F NJ ALL RIDGES , VALLIES , HIP RIDGES It ' I = TO BE 2X8 02 SYP. �_ _ — x .,.�._. �.�._.. .�. xfu ALL RAFTERS TO BE 2X6 "2 SYP m — — — -- - I 2'-0" O.C. wl "9E1`'(GD" NGI.P R/L � WALL CONNECTIONS OVER FRAMING LEADGERS TO BE 1 I ._._._. _._._._. I µ I 8"X8" MONO w/ (1) ONE n 2X10 "Z 3YP ANCHORED TO EXIS NG ROOF (2) 2X10 CONT. BAND xi 5 CONT. �---4 (2) ROOF GRIP SCREWS sa TRUSS I _._._. -... -—.—-- w/ 56t, CCU r,� D� r�r •--•--•---_ PRE-ENGINEERED TRU55E5 _-_._.^. _� -A 44 >� IL � 2--011 O.C. O r'�. � cv I N ._...�._ ..�.._._._. � :.loll U 2030 S.N. FF ___ ...........,..,.j � :o�� I - _ -� 2xa'g I'.-4'4 O.C. I ._._..... `t r ._... ._.._... I E O0L v rcn — 13"� SKYLIGHT I I I 1 w. r! MATCH REAR OF EXISTING r BUILDING E (2) 2X10 P.T. CONTINUOUS BAND SHEAR I _ _ • _..�._. �� II i ( Ir I NAILED w/ (3) Irod NAILS 0 1'-4" O.C. 329F�3 � I i STUB UP FOR FUTURE I TOILET 4 LAV. " � O I I � ._._ ..� ._._._. 3063 NEW 4 REINF. STL, _ CONC. SLA5 I ©0 co -1 1 r I F- �I I �A I 2X10 g III I ! I �-- x 0 I{ -- -tl I I I -> �iJ, v►ra> I I I _ I i w DRAWN � ---- � I �- ��1��� � r 4�'.O�G�, � r �7r0��.�•t+ �-:F��r�±w. � o ( I � ( o � JRMC CHECKED DATE SCALE AS P10TEp (2) 2X6 P.T. CONT BAND N too o" SHEAR NAILED w/ (2) 16d ❑ 1- JOB NO. • �{ � �-- � � GALV, COMMON +� i'-4" O.C. C.A.D,D. �, ��? �.. EXISTING WALLS o . CORE FILLED CELL w/ (1) SHEET 05 VERT. (SEE TYP, WALL SECTI ' ROOF FRAMING PLAN SECOND FLOOR FRAMING �'1.AN ,� - , GROUND F1�OO PLAN �� f � 1/4 - 1 -0 x a"sEMCO" AD52 w/ 3/4"OXIO"A.5. „- �� OF 3 SHEETS IN TIE BEAM 4 (2) TWO 3/8"0 THRU 1/4 - 1'-0 hiq BOLTS THRU DBL, 2XIO BAND t r A h Pi -Y r REVISIONS BY I DATE z w REMOVE EXISTING TOP FE t BALLOON w FRAME WALL TO) BOTTOM OF 2X6 RAFTER 30YR FIBERGLASS SN{NGLES W ON 301* UNDERLAYMENT TIN TAGED 2X4 13ALLOOK FRAME 19 1'-0" O.C. HORIZ, 4 VERT. ON 1/2" Q COX OR EQUAL NAILED w/ 8d WIRE 12 NAILS 4" O.G. ,MEDGES 4 6" O.G. IN AC 12 12 2X4 P.T. TRIM AROUND ALL 4F FIELD 41 - ' 14 WINDOWS 4 DOORS 8'-0" FIRST 8'-0" OF GABLE ROOF TO BE NAILED 4" O.C. im EDGE EXTEND TOP CHO 4 4" O.C. IN FIELD 2ND FLOOR TRUSS BEARIN ( I I i 2'-0" TO PROVIDE ME -- — — — -- --- — --- I I THIS OVERHANG 2ND FLOOR TRUSS BEARING h EV. 15'-3" 4 I AT THIS PORCH ' / , ` I �'""�- t / ` ' ` ,��i ��\` ELEV. I5'-'-3"EXISTIN STRUCTURE) ] (MATCH � HT. OF . •.--1 ONLY � � EXISTING STRUCTURE) ( I 1 ❑❑ 4 v `-- O,N. (TYP) 4.. 1_011 � I I I I I 2(TYP)P.T. CORNER BOARD Ca - RS 150 STRAPS I I I RS 150 3TRAIPS .. 32 O.G. t a a 32 O.G. t HEADERS I 1 1 I 2X4 P.T. CORNER BOARD z FLASHING HEADERS O `� (TYP) OVER ALL 2ND FLOOR FRAMING I I OPENINGS , I I I I I I I I I I 2ND FLOOR FRAMING4 CLABBARD SIDING ACCORDING I Irt ELEV. -3 C.a TO OWNER5 SELECTION p ❑ Ailr CLABE3ARD SIDING AC ORDING a 2030 5.1-1. TO OWNERS SELECTIONCc m ~ N(VI�FLOOR ___ —_ _ -- — — Y — — — — 6W0 FLOOR — z • �; - _ _..�.C�1�I1� `'rt-��'�: �I C F-- 3 �' - � `1FC4 R ,4R (SOUTH) ELEVATION P �.�- - -�• L L, I/4" I'-O" R SIDE HEST) ELEVATION 2X4 DLOCKW, • 7x4 OUTRIra•GER gIGGlNJNC+ IlllRl�lCAhlf;CLIP _ j, _: VM /� 34EATHIN3 JOWT •24 OG 0 _ AN 1r: '2X17 'iCA� �: 1_Q ' - .:. �L7 „ -40 OR CaL4L Tnc.'3rl�JCT1J/CA( HSR d� ���� fbOAN SHEATH 7xS / 7 /�yM ' RAMER CCNT_ N 0 rt� ! - .^ l"WXI'I 6TPJP V ~ ❑a : 17L`C�`Fat� l� ` �' `7 `�`fi X. �j "i;rC.,�."''1 I I Tx4 x•B ra6Gw Q� e'a+ pG lot", C*OADLg,em mm I 1 I CONT.Zx4 SCAE$ lu pII PPgl TOP TQ O PP10.oR 14.1t 1 I •T BOTTIC"cNoRa HOTTGH t CTgRBRAGitICa H - lPRS7VIJ:?IM }- Ap©ITIohIEu;�tx4'� W 9 .I .•' 'F T T +. ti - .. ter. _ • - ad (!1 F.A. 1.c +G-�E P:B� r. TTf'IC Ar � wF}'. FEW 49 .1 v' I` k-IgRACRJCi �� "�Q A1`1 FO 14 dT+ IEt lld-17d+IkDGA)'A_ .r r ,.. ... t-' IV 1, PF TTOI 1 CNC7RC] 02 .4. G t! N ,LK EU TRUSS 6 Tr j • ' •• �r s i i" /�~ • x t. i! gTFxRAR.rRSRAL+� _c2)2x4 TQP'PLATE • •• }L. : r--L{.• ^� • ' �"� Qr, • X41 OC+. 2X4 I7`uos • t }�� wr •• .r • F .ti. 2 w• 16 QjcC_ j a r t ' ,' V "• '• GnHLE 111411 MEN FIRST * r ' TRAPW A CLIP 46,oG. tu ! " �r .'' •7 j 4 - .5 i r 4 T't f�e. } L I• r f -Ate a};x PLATPORM N �+..tA 1..,. Q fl SND Q � I � b Z to Q 11.. 4116d Ila 30YR FI5ERGLA58 8WIW_3LE5 ON 30" UNDERL.AYMENT TIN TAGEDUL N 1'-0" O.C. HORIZ. 4 VERT. OWN 1/2" to V T, k , Sl •, t� t �•. COX DR EQUAL NAILED w! 84d WIRE �� � � 1.1.1 NAILS 4" D.C. mEDGE5 4 8" O.C. IN f� •� FIELD t ' ?A . 1=iRsT� � " oF.G,aLE ROOF e {4 t ;`t; Qt11tvARr� ` ': • � 1 `A�'�:;: y TCI BE 1�1IILED�, Q 'EDGE f ! ,'~ ❑^ Z I� 30YR. FI5E!RGLASS SHINGLES I > civ ON 301* UNMERLAYMENT TIN TAGED 2X4 P.T. CORNER BOARD a I'-0" O.G., HORIZ. t VERT. ON 1/2" (TYP) COX OR ECRUAL. NAILED w/ 8d WIRE J r — — --- --'- — -- -•-•• --- 2ND FLOOR TRUSS BEARING 2ND FLOOR TRUSS BEARING • "FE. EV. 15'-3" NAILS 4" DJ.C. QEDGES 4 6" O.C. IN — -_. — — --- — IELD. (TYF') ELEV. 15'-3" (MATCH 1`12 WT. OF EXISTING STRUCTURE) (MATCH fE NT, OF EXISTING STRUCTURE) SECTION OF EXISTING ROOFnn nn H TO BE REMOVEDLAE- - - l 4X4 P.T. COLUMN IF L1 WRAPED w/ I X TRIM BOARD PRIMED 4 PAINTED ._..2ND FLC)OR.ERAMt�1G �, ELEV. 8'-5° k. ELEV. 1'-3" DRAWN JRi"1C REPAIR EXISTING eTAIR CHECKEDJRMC 4 MATCH RAIL, PIG TS, ![ N GLABt DETAILING OF BAGBARD SIDING ACCORDING PORCH OF EXISTI HOUSE. DATE ,S��z/ TO OWNERS SELECTION 2X4 P.T. TRIM AROUND Al. WINDOWS 4 DOORS SCALE 45 NOTED -ALCKRND FLOO — JQD16 r (D'-0" OZ C.A.D.D. • � SHEET1.. SIDE (E.48T) ELEVATION 1/411(TO 4!h 3T.) ELEVATIONf 1/+4"11 rte-- a �rz�`T OF SHEETS