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620 Beach Ave 2006 architectural & structural drawings REVISIONS 01-26-06 H w H E E 19iARKFlAjfR I AT 4 620 BEACII AV NUE CH IF 4D R I D A A IF L A N F I C 1[3 1 -1 A W 0 109.0' „J rrrrarrr�+rrrwsrrrrrrrrrr■ 7r_Tirrr�rrrrrirrrrrrrrre..irrr.rrr. rr rrrrrrrrr_rwrr .rr srr.r .rrr..r■ rr w � fI 1 1 °a a ° i I i G a ° —_T 1 I i a 1 a ° ° a , I ° I I 1 1 a G I I + CONCRETE i EXISTING DRIVEWAY INDEX OF [:)FA SING&, �✓ --------- -- ONE STORY/ � — ( T-I TITLE SKEET,517E PLAN,DATA °c 1 I MASONRY GAR PORT EXI5TING " °` A_I OVERALL 517E PLAN A-2 FIRST FLOOR PLAN G / / ONE STORY///' ° ° ° 1 A-3 SECOND FLOOR PLAN E E 5T 1P E E STRIP 1 I I FRAME GARAGE/ ° I A- GUEST DOUSE FLOOR PLAN QI a ° a A-S SCHEDULES W I < a A-6 EXTERIOR ELEVATIONS p ° ° A-1 EXTERIOR EL5VA ION5 wl 2 ; G ° a ° A-a EXTERIOR ELEVATIONS ------- W a A-9 BUILDING SECTIONS C7 fl i ------ z A-10 BUILDING SECTIONS 1�"++�M1 N I I I C jJ A-11 BUILDING SECTIONS A-12 BU1DING SECTIONS0 1 I ` ° I A-i3 BUILDING 5ECTiON5 S-1 FOUNDATION PLAN S-2 SECOND FLOOR FRAMING, PARTIAL ROOF FRAMING PLAN l I ° " ° _ 5-3 SECOND FLOOR CEILING FRAMING PLAN a " 0 a i � I + I I EXISTI G G G ` Qi S-� SECOND FLOOR ROOF FRAMING PLAN 4 5-S SECOND FLOOR PORCH ROOF FRAMING PLAN i � i i (� �•� 1 ONE S�aR�' / ° Ir MA Rl FILE X I 5-(o GUE5T HOUSE FOUNDATION AND FRAMING PLAN i 0 (D p I I E-I FIRST FLOOR ELECTRICAL PLAN E-2 SECOND FLOOR ELECTRICAL PLAN EXISTING ` ° TUJ©STORY / E-3 GUEST HOUSE ELECTRICAL PLAN d FRAME RE5IDENC ■�I i + I ° .CONCRETE DRIVEWAY N©,6Z0 BEACH AYE M-1 SCHEMATIC MECHANICAL PLANS (L ! i ° V ° ------- -------i -------------------------- Z 2 O � � 1 1 a LLJ I 1 ' 1 a a G I t �21 Lu I 1 i G 60 O K I I I c a T RE IAIN I ; ° 6 AK �I�Ls lls � O 5 EMAN 1 a°" FLORIDA RESIDENTIAL CODE 2004 EDITION c �rrrr.® r� arrr. rrrlrrrrrrrrrrirrr�rr.rrrrAr+ rrrr rrirrrrrr L rr rrsrr .rrrr .rrrrrr �rr_srrorrrr� IQ�9.0' SIXTH STREET FLORIDA BUILDING CODE 2004 GROUP R3 - RESIDENTIAL WIND DESIGN PER BASIC WIND 5 120 MPH IMPORTANCE FACTO 1 EX15�'INCx SltE 'LN T ' CP GONTi I ISN EXPOSURE CATEGORY, 7 l ADJUSTMENT FACTOR = 1,24 1 NEW CON5TRUCTION TYPE vB UN5PRINKLED ALL EXISTING SITE IMPROVEMENTS TO BE REMOVED EXPOSURE CLASSIFICATION: NCL05ED MEAN ROOF HEIGHT �9 FT, IMPERVIOUS 5URFACE DATA; WINDOW IMF4CT FROTECTIONI ROOF ANGLE: 130-45 DEGREE51 6 DEGREES(6:121 EDGE STRIP 0 .,8 FT. 51TE AREA: 15,919 5.F, TO BE PROVIDED ACCORDING TO SECTION EXISTING IMPEVERIOUS SURFACE AREA: 8,995 5F, R3@12.12, EXCEPTION - U16" WOOL) STRUCTURAL COMPONENT AND CLADDING WINC EXI5TIN6 % IMPEVERIOU5 56.5 qo PANELS PRECUT, IDENTIFIED AND STORED IN PROPOSED IMPEVERIOUS SURFACE AREA: 6,411 5F, GARAGE WITH FASTENERS ACCORDING TO TABLE 8301.2.1.2 ZONE EFFECTIVE WIND ARE JU5TED WAND LOAD(P5F) PROPOSED LOT COVERAGE qo iMPEvERi0U5 403 % 1 10 7 -28.'1 ! t 1 20 4 -21.8 NO PROTECTED REMOVED TO T EES E R E3 1 50 100 -2(.0A55REVATICN f0 -606 2 20 -55 A.C.T. ACOUSTICAL CEILING TILE: E.W.P. ELECTRIC WATER PEATER MIN, MINIMUM �;v, ADJ. ADJACENT EL. ELEVATION N,I,C. NOT IN CONTRACT 'h;, x +✓ 2 50 4 -41.6 AIC AIR CONDITIONING UNIT EXH, EXHAUST N,T.S, NOT TO SCALE ALT. ALTERNATE EXT, EXTERIOR O.C. ON CENTER NORTH INDICATES DIRECTION OF NORTH 2 100 -42,0 ,. ALUM. ALUMINUM F.G. FIBERGLASS OPNG. OPENING 3 10 a _6Q}6 AWN, AWNING WINDOW FIN, FINISH PT PAINT BLK, BLOCK FIN,CLG, FINISHED CEILING P.V.C. POLYVINYL CHLORIDE 3 20 5 -55.0 BOT, BOTTOM FIN,FLR, FINI5HED FLOOR P,T, PRESSURE TREATED DRAWING NUMBER BLDG. BUILDING F.D. FLOOR GRAIN Q.T. QUARRY TILE: SECTION X 3 50 14.4 -41.4 B.U. BUILT-UP GALv. GALVANIZED REINF. RE=INFORCEDp_ SHEET NUMBER W14ERE 3 100 26.0 -313 GAB, CABINET GL, BK, GLASS BLOCK WINDOW REOD, REQUIRED SECTION 6 DRAWN 4 10 12.rt -42.0 CPT. CARPET GUJB GYPSUM WALL BOARD R, RISER C.I. CAST IRON HDW' HARDWARE RD, ROOF DRAIN 4 20 30,0 -32.5 CL. CENTERLINE PGT. P51GPT S.P. SINGLE HUNG WINDOW X DRAWING NUMBER DATE OF C,T, CERAMIC, TILE PORZ, HORIZONTAL SPT, SHEETFILE COPY 4 50 28.0 -30.1 C'w' COLD WATER H.B. P05E BIBS SIM, SIMILAR DETAIL 5HEET NUMBER WHERE ISSUE � 4 100 26,6 -29.3 CONC, CONCRETE H'W. POT WATER SL, SLOPE DETAIL 15 DRAM C•M.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPE=CIFICATIONS 01'05'06 5 10 31.3 -42.0 CONT. CONTINUOUS INSUL. INSULATION RTL. STEEL G,J, CONTROL JOINT JAN, JANITOR TPK, THICK A DRAVV BY: S 20 30.0 -39,2 ELEVATION LETTER HGP CF,M. CUBIC FEET PER MINUITE JT, JOINT T 4 TONGUE AND GROOVE ELEVATIONS D A-5 E3� 5 50 28.0 -35.5 DP, DOUBLE HUNG WINDOW LAM. LAMINATE; (D) TYP, TYPICAL 5HEET NUMBER WHERE 5 100 26,6 -32lo D!Sp. DISPENSER LAv, LAVATORY VERT. VERTICAL '– ELEVATION 16 DRAWN DN, DOJIN M.O. MASONRY OPENING V.C.T• VINYL COMP051TION TILE: C DESIGN OF FASTENINGS OF WINDOWS AND DOOR5 IN THE WALL FRAMING DW6' DRAWING MATL, MATERIAL W.I,C. WALK-IN CLOSET SHEET NO. IS THE RE5PON515ILITY OF THE WINDOW/ DOOR MANUFACTURER AND SHALL EA. EACH MAX. MAXIMUM WRG 5 WATER RESISTANT GYPSUM WALLBOARD DOOR 05010 MEET THE COMPONENT AND CLADDING DESIGN WIND PRE55URE5 E �.:JLEC, ELECTRIC MECP. MECHANICAL W.W'M, WELDED WIRE MESH /) SEE TABLE= 1606.2B. E.W.G. ELECTRIC WATER COOLE=R MTL. METAL W.C. WATER CLOSET � (J M.P, METAL PANEL UR, URINAL WINDOW 2 0 Al,��- REVISIONS 06-14-06 R45TENING 5C�EDUL_E (SEE TABLE 2304.9.1 FOR ADDITIONAL REQUIREMENT$AND EQUIVILANTS) � � 01-13-06 LOCATION FASTENING LOCATION 01-26-06 JOLT TO SILL OR GIRDER 3-ed TOENAIL BRIDGING TO JOLT 2-Sd TOENAIL EACH END SOLE PLATE TO J016T OR BLOCKING 16d * 16" O.C. TYPICAL FACE NAIL TOP PLATE t0 STUD 2-16d COMMON END NAIL STUD TO SOLE PLATE 4-8d COMMON TOENAIL 2-Ibd COMMON END NAIL DOUBLE STUDS I6d 24" O.C. FACE NAIL DOUBLE TOP PLATE 164-916" O.C, TYPICAL FACE NAIL DOUBLE TOP PLATE 8-Irod COMMON LAP SPLICE BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON TOENAIL RIM J016T TO TOP PLATE ad is 6" O.C. TOENAIL TOP PLATE, LAP$AND INTERSECTIONS 2-16d COMMON FACE NAIL CONTINUOUI5 HEADER, TWO PIECES Irod COMMON I6" O.C.ALONG EDGE CONTINUOUS HEADER TO STUD 4-Sd COMMON TOENAIL CEILING JOISTS OVER PARTITIONS 3-Trod COMMON MIN., TABLE 2308.10.4.4 FACE NAIL CEILING J015T5 TO PARALLEL RAFTERS 3-16d COMMON MIN., TABLE 2348.10,4,1 FACE NAIL RAFTERS TO PLATE 3-Sd COMMON TOENAIL BUILT-UP CORNER STUDS I&d COMMON 24" O.G. BUILT-UP GIRDERS AND BEAMS 206 COMMON * 32" O.C. FACE NAIL TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES COLLAR TIE TO RAFTER 3-10d COMMON FACE NAIL JACK RAFTER TO HIP 3-I001 COMMON TOENAIL ROOF RAFTER TO 2x RIDGE BEAM 2-16d COMMON TOENAIL J015T TO JOIST BAND 3-16d COMMON FACE NAIL LEDGER STRIP 3-16d COMMON FACE NAIL WOOD STRUCTURAL PANELS SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING (NAILS SPACED s(o" O.G.AT EDGES �,�"OR LESS 6d 6" O.G. EDGES AND INTERMEDIATE 12" O.G. * INTERMEDIATE SUPPORTS 55/32" TO 19/32" Sd " O.G.AT COMPONENT AND GLADING EDGE STRIP EXCEPT 6" 0 SUPPORTS WHERE 3,SEE FIGURE 1609.2(c) SPANS ARE 46" OR MORE) 19/32° t0 3/4" Sd Q SINGLE FLOOR 3/4" bd E--� z � i I NOTE & .' WOOD SPECIES: i ! SILL PLATES ON CONC,OR MASONRY - BORATE W 1 A DESIGN LOADS SHALL BE PER FLORIDA BUILDING CODE, 2004 EDITION. z �,} TREATED No. 2 SYR ALL ✓�' OTHER PLATES - No.2 SYR A.DESIGN LOADS �! I� HEADERS - No.2 SYR LIVE LOADS ROOF- 20 P5F jj STUDS - 02 SPRUCE PINE FIR LIVE LOAD FLOOR - 40 PSF i I MI5C. - ANY OF ABOvE DEAD LOAD FLOOR AND ROOF - 10 P5F x CrA i ALL FA5TENER6 CONTACTING ACO TREATED LUMBER u SHALL BE STAINLESS STEEL OR POT DIPPED 2.SOI, PRESSURE (DESIGN MAX.) - 2000 P5F V GALVANIZED. THE CONTRACTOR 15 RE5PON515LE FOR OBTAINING GEOTECHNICAL r--� INFORMATION FOR PREPARING THE SITE AND VERIFY THAT THE 51TE IS CAPABLE 1 OF PROVIDING MIH 2000 PSF 501L BEARING. z I 3. IF FOOTING ELEvATIONS 54004 OCCUR IN DISTURBED,UNSTABLE OR i \ i i UNSUITABLE SIOL, THE ARCHITECT SHALL BE NOTIFIED. W 4.STEP FOOTING BELO'JI ALL SANITARY AND WATER LINES. P4 � I \ ; 5.CONCRETE DESIGN PER CURRENT EDITION A.C.1,CODE A.ALL FILLED MASONRY CELLS (GROUT) -F'c =2000 PSI 0 ' B.ALL OTHER CONCRETE - F'c -- 30W PSI 6.CONCRETE MASONRY UN{t5 - A.S.T.M.G-90 w 1.GROUTED MASONRY UNITS SHALL BE FILLED 50LID WITH 2000 P51 GROUT WITH SLUMP 8-11 INCHES. 8. REINFORCEMENT: REINFORCING BARS(GRADE 60) - A.S.T.M, - A-165, u B.MINIMUM GOvER FOR CAST-IN-PLACE CONCRETE REINFORCING,UNLESS z OTHERWISE SHOWN ON THE DRAWINGS,SHALL BEi FOOTINGS - 3" W SLAB - CENTERED i �� UJALLS - CENTERED E"'�y c� 10.SPLICES IN REINFORCEMENT,WHERE PERMITTED,SHALL BE AS FOLLOI& WELDED QUIRE MESH - 8" A=12 ALL POURED CONCRETE - CLASS "B" TENSION SPLICE 5AR5 IN MA50NRY - 48 BAR DIAMETER5 11.ALL REINFORCEMENT SHALL BE HELD IN SECURELY IN PLACE WIT4 STANDARD ACCESSORIES DURING PLACEMENT OF CONCRETE,USE PLASTIC COATED FEET HT1 2x8 PLATE ON 6/12 ROOF WHERE CONCRETE WILL BE EXP05ED. W4 12.ALL BARS IN BEAMS SHALL END IN A LAP OR HOOK AT DISCONTINUOUS ENDS. I \ 13.PROVIDE 112" EXPANSION JOINT MATERIAL WHERE SLAB ON GRADE 15 POURED AROUND COLUMNS OR AGAINST MASONRY UNLESS SHOWN OTHERIUISE, 14.STRUCTURAL STEEL: DESIGN PER CURRENT EDITION A,1,5,G AS FOLLOL16: A. ROLLED SHAPES AND PLATES - A.S.T,M.A-301 15.MACHINE BOLTS(MB)AND ANCHOR BOLTS(AB) - A.S.T.M.A-301 I6,AT MACHINE AND ANCHOR BOLTS, THE NUT SHALL BE DRAU,N TIGHT ND THE P.1`;2x8 IAFTE15 a ILII O.C'; I I' \ THREADS UPSET. !i \ 11.MULTIPLE MEMBERS SHALL BE SPIKED OF BOLTED TOGETHER, M Ir II i t+r i y :\ I - 51MR60N H2.5A w/ 5-860/2" TO RAFTER d 5-Sd TO PLATE 1 TYR, EA.RAFTER ,4=12 Fi \a < 5ECOND FLOOR FORCIP ROOF FRAMING PLAN- 00 DATE OF SCALE: '14 II = I'-0" ISSUE DRAWN BY: HGP SHEET NO. S -5 C REVISIONS E "F4DFt THE IR ARI CIF-i kvllL"qY DIE C 620 BEACH AVENUE H rFLANTTC IE3 EACH IF 1=004 4D R I ID A w H W 0 I I a° d ° 1 d 'EXISTING CONCRET EX15TING DRIVEWAY ESTOY ° INDEX OF DR AWING5 :d � (% W � z/MASONRY CAR FOR " O 4 T-1 TITLE SHEET, SITE PLAN,DATAoNE STORY / ° A-1 OVERALL SITE PLANFRAME GARAGE W� V U A-2 FIRST FLOOR IDW sna srFH "/ a PLAN A-3 SECOND FLOOR PLANEm� A-4 GUEST HOUSE FLOOR PLAN w I I A ° ° ° ° e W SCHEDULES d 0 0 rA-6 EXTERIOR E LEVATIONS a°------- ------ a d ~ A_1 EXTERIOR ELEVATIONS p "X I a d ° A 8 EXTERIOR ELEVATIONS ° a ° Q I I WA-9 BUILDING SECTIONS U ° ° ` ° a ° d a A-10 BUILDING 5EGTION6 � '. d ,� ° ° a A-ll BUILDING SECTIONS ~ A-12 BUILDING 5ECTION6 a ° ° d ►�+ A-13 BUILDING 5ECTION5 I I I I I I O 5-1 FOUNDATION PLAN o o I o � � ,P � I EXISTI �<� ° a° a � , � 5-2 SECOND FLOOR FRAMING,PARTIAL ROOF FRAMING PLAN I 9 R 4 ° a �. - _ S� Y ° ./ � 5 3 SECOND FLOOR CEILING FRAMING PLAN ONE OR ° d �� 5-4 SECOND FLOOR ROOF FRAMING PLAN / MA R� PLEX ° d ; ��' /, S-5 SECOND FLOOR PORCH ROOF FRAMING PLAN / �- r. GUEST HOUSE FOUNDATION AND FRAMING PLAN ISTIN 916 TWO STORY/N / E-I FIRST FLOOR E LECTRICAL PLANEXISTING FRAME RESIDE. E-2 SECOND FLOOR ELECTRICAL PL AN ° CONCRETE / No,620 BEACH A' E-3 GUEST HOUSE ELECTRICAL PLAN I I ----- - __----- - -- DRIVEWAY BUILDING GODS 5UMMERR A 0o 0 K ' T1 R AIN. 1 � V fI APPLICABLE"m AK ; DP,5: GROUP R3 - RE511DENTIAL 1 , i O MAIN 1 ' °" 4 FLORIDA RESIDENTIAL CODE 1004 EDITION ^ (09.0' UJIND LOAD SIXTH STREET WIND DESIGN PER FBG 2001, (606,2 BASIC WIND SPEED: 120 MPP X15TING 51TE PLAN FLORIDA BUILDING CODE IMPORTANCE FACTOR: I SCALE:I/ICa" • I'-0" EXPOSURE CATEGORY: G( ADJUSTMENT FACTOR = 1,11 1 ALL EXISTING SITE IMPROVEMENTS TO BE REMC),/ED T%T'FE OF GONSTRUCfiION EXPOSURE CLA551FIGATION: ENCLOSED MEAN ROOF HEIGHT 19 FT, IMPERVIOUS SURFACE DATA: NEW CONSTRUCTION TYPE VI UNSPRINKLED ROOF ANGLE: (30-45 DEGREES) 26 DEGREES(6:121 DOOR AND WINDOW IMPACT PROTECTION EDGE STRIP 4,8 FT. SITE AREA: 15"Nci SF, ALL WINDOWS AND DOOR TO BE EXISTING IMPEVERIOUS SURFACE AREA: :;,995 5,F, IMPACT RESISTANT TYPE _ COMPONENT AND CLADDING WIND LOADS EX15TING % IMPEVERIOUS X6.590 - ZONE EFFECTIVE WIND AREA 15F) ADJUSTED WIND LOAD(PSF) PROPOSED IMPEVERIOUS SURFACE AREA: 6,411 SF, PROPOSED LOT COVERAGE % IMPEVERIOU5 40,3% 1 10 28.1 -31.3 U M O I 20 21.8 Z9.8 PROTECTED TREES TO BE REMOVED WNO N 1 50 20.9 -21.6 M W 1 100 26.0 -26,0 / w �o Z A �� f,ATIONS S�II ��LS a x 2 10 28.1 -30fo A.C.T. ACOUSTICAL CEILING TILE E.W.P, ELECTRIC WATER HEATER MIN, MINIMUM C7 H w W 2 10 218 "35.0 ADJ, ADJACENT EL, ELEVATION N,LG, NOT IN CONTRACT Z as g p4 2 50 20.9 '32.9 A1C AIR CONDITIONING UNIT EXH, EXHAUST N,T,S. NOT TO SCALE NORTH INDIC4TES DIRECTION OF NORTH ItY of Atlantic 8eac F., � Q t~ ALT, ALTERNATE EXT, EXTERIOR O,C, ON CENTER ft�ng and;Zoning Depo*r* t N V 2 100 26 -31.3 ALUM. ALUMINUM RG. FIBERGLASS OPNG. OPENING W z W 3 10 28.1 -35.0 AWN. AWNING WINDOW FIN, FINISH PT PAINTtions r "N" with applicable a H BILK, BLOCK FIN,CLG, FINISHED CEILING FVC;, POLYVINYL CHLORIDE g. subdivision and other local land U DRAWING NUMBER developmentd 3 10 21.8 -54.5 BOT. BOTTOM FIN,FLR, FINISHED FLOOR PT. PRESSURE TREATED rogulations, put does not constitute approvai for the issuance of d BLDG, BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE X with Florida8 ��• Compliance 3 50 26.8 -32.9 B.U. BUILT-UP GALv, GALVANIZED REINF. REINFORCED SECTION ullding Cade and ail other applicable /�_ SHEET NUMBER WHERE local, $tate and Fedee'al Peng requirements 3 100 26,0 -313 CAB, CABINET GL,BK, GLASS BLOCK WINDOW READ, REQUIRED SECTION 15 DRAWN must be verged by o0wive of the City ofAtiantic CPT. CARPET GWB GYPSUM WALL BOARD R, R15ER Beach Building I to 4 10 31.3 -34.0 G,I, CA5T IRON HDW, HARDWARE R.D. ROOF DRAIN "din �raMt. �• 4 20 30.0 -32.5 CL. CENTERLINE PGT. HEIGHT S.H, SINGLE HUNG WINDOW — DRAWING NUMBER APArloved G,T, CERAMIC TILE NORZ, HORIZONTAL SPT, SHEET X G,W. GOLD WATER H,B. NOSE BIBS SIM, SIMILAR DETAIL DATE OF 4 50 28.0 -30.1 A_ SHEET NUMBER WHERE ISSUE GONC, CONCRETE HW, HOT WATER SL. SLOPE 4 100 26.6 -293 C,M.U, CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS DETAIL 15 DRAWN 01-05-06 5 10 31.3 -42,0 CONT, CONTINUOUS INSUL. INSULATION STL. STEEL A t � CJ. CONTROL JOINT JAN, JANITOR THK, THICK �Z- Z le Z aO _� DRAWN BY: 5 20 30'0 -39'2 CF,M, CUBIC FEET PER MINUITE JT, JOINT TtG TONGUE AND GROOVE ELEVATION LETTER V 5 ELEVATIgNfi D A-5 50 28.0 -35.5 DH. DOUBLE HUNG WINDOW LAM. LAMINATE(DI TYP, TYPICAL B�— SHEET NUMBER WHERE , P 5 100 26,6 -3210 DISP. D15PEN5ER LAV. LAVATORY VERT. VERTICAL C — ELEVATION IS DRAWN DN, DOWN M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING DWG, DRAWING MAIL, MATERIAL W,I,G. WALK-IN CLOSET SHEET NO. 15 THE RESPONSIBILITY OF THE WINDOW/ DOOR MANUFACTURER AND SPALL EA, EACH MAX. MAXIMUM WRGWB WATER RE515TANT GYPSUM WALLBOARD MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES ELEC, ELECTRIC MECH, MECHANICAL W,W.M. WELDED WIRE MESH ODOR Q , 05010 SEE TABLE 1606.2B. E.W.C. ELECTRIC WATER COOLER MTL. METAL W.C. WATER C105ET M,P, METAL PANEL UR, URINAL WINDOW O c .SeK �20tia V Z me I ` V� REVISIONS soup emw-- am 6' WOOD PENCE BRICK PAVERS ON SAND BED I LAND5CAPE AREA BRICK PAVERS — --- _.. ON SAND BED BOAT STC>RACxE I e� I � Zo �, e + I LAND5U PE AREA POOL EQUIPMENT - -- - - - - - - - - - -- - -- -- - - UNDERSTAIR LaNDING " IF + --—N—-- 4 CAR GARAGE I ' I BRICK PAVERS 20' REAR SETBACK LINE _ ------ - - - o _ I I �' WOOD ;=ENCE , ( I ON 5AND BED I H I -- ' I I 4 I I LAND5CAPE AREA � CSA w ' ' Q I o I I I I W I I I LANDSCAPE AREA I I Q I I - I I 1 Q I I i I ii I I I I Iii I � I I I � ! 1 I � a z I I I i i I i i i --•"" I I W w 1 I I I --- - --- ----- -- - ---- _ _-- ----_ � x BRICK P�vERS I NOT ! ! 1 TUB � ---- --- -- - -- ---- - -- - ON 5AND ED I - - - -- ----- -- -- -I I-- — 0 e--- - - �------ � - - � � -� LANDSCAPE AREA x -< o -' I � � I I I II VW I I I I I I 0 z I II \ I I I I I I tV W MNo— 2 KITCHEN L4ND6CAPE AR _ _ __ -- _ __- - --PAM I-LY ROOT' I I WI ---- I " I I zl - I i I 5U115�SPOOL BORI,")A lD BES I I I ANAs i ; j BRICK PAVERS I I =-- = ON SAND BED �- I I I I + ..I rrnoa X0,5 I I l i I II I I 4 (4", Z i I ---------------------------- I o W LiI � + I I ► I Q I I U NA , I I I Ii I I i iIIII _--�IIII --_ IIIi _- ��1`�(�' , , � IIII _ I! i�I► _IIt _ � Ii!iIIII - a�- III III _ANTR E_NTBATK 1LJ FT !==A I _ PORCH -------------------------- _ - -- ----- ------------ -- BEDROOM No. I FAMILY ROOM BRICK PAVERS KITCHEN ON 5A D BED DINING -R-�--�- urPei LANDSCAPE AREA QC)20' FRONT 5ET5ACK LINE 3(0" CA E P ` iII,1I MN o o ICN BRICK AND BOARD FENCE 4 FRONT PROJECTION LINE 15 CORNER LOT SET AGK LINE Lu - 10K z (011� OAKo I H w � To REMAIN FOLUCAIR I � U g � W (04 OAK ¢ H LANDSCAPE AREA � BRICK PAVERS LAND5CAPE AREA TO REMAIN ON 5AND 5ED [] \7 I 04 I ul CORNER 00 EXISTING MILDI � w O fl LAND5CAPE AREA BRICK PAVERS I DATE OF ON 5AND BED ISSUE 3N l Jll�l3dOZid DRAWN BY: PROPERTY LINE HCsP 6 t h S TIR,'-E-74 E IT SHEET NO. 05010 OVERALL 51TE FLAN A- 1 SCALE: 3110" -- 1'-0" L�zO Ai/F, REVISIONS II 2 If A-10 11 UP �I z II Q z4 --- I � ------- - ---------- - -------- W -A II II �Q Ir✓ ,I II i ,I II W w 3 W LU LL X i n 50WR NQ t U - L7 '/2 BATH = BRICK STEPS � o I I -- - ---- — ---- LINEN CABINET (:) I -- - - -- EE — -- - - - - - - - N - - - - - - -- - - A] - - -- - - - - -- -- ° o.. _ — I i i I II II ° i I II o LANAI I 4> �*j I I II W ° n Q I I o _-- — — — - - - - - - - -- - - - -- -- - - _ _ _- - - - -- - - PIP W w LU . I z cl w- x � LANDSCAPE AREA i I UJASNER i UJAS�IER I I 11 `Ili � d' II FAM I L'r ROOM s I ---- 10-4i i i l I I I ° O� i i it I I I I I I I [•—� I Qo 6 BURNER I III I I I I I �T o 00 GzAS RANGE <ITCHN w 0 - oo 4 CAR GARAG&& POWDER I I I I I I I I OVENS FREEZEF: REF. — — — — — — - - — .-- - - - -- - - -- - - -- � I - - - -- - - -- ° WI - Q PANTROT I W ►n I 12'-33�," 4- 9-10° +, 1-61" 41-Az 12 -Il — ' i I - ' -- — - - -FI A 131-411 - - -� I = HA 5N A_.-.��_ \ 0 ENTRY OPEN TO ABOVE Qmtu z PORCH 2 I DINING I I RICK PAVERS %V, UP N SAND BED ° = 1 35.1011 w Q N, 2 8 5TUD5 I(o" 0 .T'NI5 WALL U I o m 0 o LINE OF WALL ABOVE - - - - - -- -- - -- ° 3--m — T 20' FRONT YARD SETBACK L INE ' w ROOF LINE ABOVE aN I Dali ¢ � w IT I A-10 PORCH a W z I I O ® RICK STEPS I a a U BRICK PAVERS x ON SAND BED d GO NE R OF -- EXtTING H® &E I BRICK PAVERS DATE OF 9'-lY1' 9'-v'4" l'-`fY1' ISSUE ON SAND BED LU z Ig'-�" LANDSCAPE AREA DRAWN BY: of W t , I FllR5T FLOOR PLAN I 0SHEET NO. A-12 LANDSG-APE AREA SCALE: 114" = P-0" o50 0 A/C AREA = 1,8W6F, o NON-A/C; AREA (GARAGE AND LANAU= 1,165 5.F. A-2 s PROPERTY LINE 2D 1 T- REVISIONS FTT FF A-I� r D 3 A-12 A/C UNIT DECK 3'-4" ROOF LINE BELOW -- - - - - -- - - - - �;'' - - - - - — ALC-UNI -- -- 7 - - - - - - - - - - 7 o / I \ , \ RECREATION ROOM / 13'-3" 11-4 3-4Y 5-4di 12 - 6 -lY2 \ 26'-2y" - 8'-9°�" l„ ��_ � ¢_ 8'- 3'_8�� 4,-� \ / -- — Fit ►-� I — - w \ SHOWER ` r\\SEAT o DRYS RYE co DRAIN( 11 5ox \ FLOOR ((—� ASHE I M [----L-1 14'- U a' I ® o F T I ue`�� — — = LAUNDRY ► H w I \ O��IG� o � 3� � - - -- �� \\ ----------------------- KILTY ,� POLDER o 0 I 2 \ W.C. I ¢ I uric � & W COLIN ------------------------------- \ � I U Va \ / _ -� PULL ROu'N \\ 19 HALL / � I STAIR ATTIC _ Z - - - - -- - - - - - - - - - - -- - - - - - - � M L ACCESS M I UJka RAIL _ A\ ' LINEN :70LUER 35 \ I \ '^ W.1.0, >/ I OPEN TO FIRST FLOOR 5A/�TH'' II a 1 I i I lel I8'-0" I l'-9' l' 9" 3'-8y" 16'-3V" 3'-all lz __ s I I � / \ CHIMNEY-- F–] HIMNEY❑ I SHEA WALL `A REVOR \ \ -\ ('-1011 i ' I \ I \ I � A-IZ X � // \ U . .C. IO \ s ! I 1 @2 2 A-II PORCC'T ( / \\ 2X86 TUDS I ' O,G. THIS WALLI \ \ ouP4 U — — I w N � ❑ MA5TER BEDROOM v M / I A-10> -10 q- x / I ($� aO x F I PORC,� 6,4y, �r 3,6" RAIL TYP._ INSULATION REQUIREMENTS,(MAIN AND GUEST HOUSES): DATE OF ALL EXTERIOR IUALLS, INCLUDING GARAGE, ICYNENE FOAM INSULATION FULL 5ECOND FLOOR PLAN ISSUE 9'-ll'�" Lill, DEPTH OF 5TUD6. ALL ROOF AREAS AND GARAGE CEILING, ICYNENE FOAM INSULATION MIN,6" THICK. A/C AREA = 3,155F. DRAWN BY: NON-A/C AREA PO�G1� AND DECK : ro2'1 5�, ��P INTERIOR BEDROOM AND BATHROOM WALLS,R-13 BATT INSULATION AND I ACOUSTIC INSULATION. A-12 SHEET NO. ROOF AT LANAI,SEE DRAWINGS, 05010 A-3 6 z.0 Bav-�' pf m REVISIONS OCEAN BOULEVARD _ — _. — ., ... _.. ._ — —• — — —• — — — — . PROPERTY La — — -- — — — _. ._. ,... Mom WNW W m Lu W z W z o ml 1 �I i A-13 BRICK PAVERS ON SAND BED `* 13'-0" 2'-,Vll II'-Nit 7'-I" 12'•2" 6'-� 2 i5 CORNER LOT SETBACK LINE 1 5'-S" 5'-4" w Lni 0s BEDROOM No - - -- � — - -- - - --CSB — � � � o .. 2 _— -_ Fmm� I � � CJ � W 1:3 ATH ` w 0DRYER WASNER 6� wLINEN z 5EDROOM NO _1 43 44 W 45 I Fmm� ►- z wl � HALL I w �' 4f f'f�� 55TTA R�ATTIC 14,'O C1 O A GARAGE � BRICK PAVERS - - ON SAND BED ;Q i 7C4i BRICK PAVERS PORC ON SAND BED 39 Z I W REF. I I N. IC KITGWEN I I I I I _ .._ -- ---- r/j I I L__ -� FAMILY ROOM I I ;Do- I I I I I t /�gp/i�CW i FORAGE ORAGE F�.lW I II I I I I � II I 11 O F_ O_ EDGE OF LAB = II 1D15N- � � Ali i i N.B. --- - - --- -- - - — - - --- - - - - --� IWA5NER1 I i 1 -4�1 _4.. x,_411 i i sl ® II I � I I I A`_7 F SIDE YARD SETBACK Ir 5'-6Ya" 36'-1" 22'-Iy" — z U w N w LOT LINEF M z a z � gW \ a a v a I DATE OF GUEF COTTAGE PLAN ISSUE SCALE: Iia" = 1'-0" DRAWN BY: I Arc AREA : 1,101 5F. �P NON-A/C AREAS (GARAGE AND PORCHES) = 540 SF, SHEET NO. i I C zo Ava REVISIONS WINDOW SCHEDULE BOOM FIN15H SCHEDULE WINDOW FLOOR WALLS CEILING MARK ROOM FROM: SIZE MATERIAL TYPE NOTES ROOM BASE MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH NEIGNT NOTES A DINING ROOM - - - - ENTRY ix6 WOOD GONG, WOOD GWB PAINT GWB PAINT - L--j - ~ B DINING ROOM - - - - 4 DINING Ix6 WOOD GONG, GWB PAINT GWB PAINT 10'-0" "- C DINING ROOM - - - - PANTRY _ ix6 WOOD CONIC, GWB PAINT GWB PAINT 10'-0" D DINING ROOM - - - - WINE= Ix6 WOOD CON'S. GUJB PAINT GUJB PAINT 10'-0" E DINING ROOM - - - - POWDER Ix6 WOOD CONIC, TILE GWB PAINT GWB PAINT 10'-0" - F POWDER - - - - KITCHEN lx6 WOOD CONIC, WOOD GWB PAINT GWB PAINT 10'-0" G KITCHEN - - - - FAMILY ROOM 1x6 WOOD GONG, WOOD GWB PAINT GWB PAINT 10'-0" - H KITCHEN - - - - LANAI - GONG. BRICK GWB PAINT GWB PAINT 10'-0" - J KITGNEN - - - - GARAGE ix6 WOOD CONC. - GWB PAINT GWB PAINT 10'-0" K FAMILY ROOM - - - - POOL BATH TILE GONG, GWB PAINT GWB PAINT 10'-0" - L FAMILY ROOM - - - - FALL ix6 WOOD WOOD WOOD GWB PAINT GWB PAINT 10'-0" - M POOL BATH - - - - S MASTER BEDROOM Ix6 WOOD WOOD WOOD GWB PAINT GWB PAINT 10'-0" - N GARAGE - - - - 0 WALK IN GL05ET ix6OOD WWOOD " WOOD GWB PAINT GWB PAINT i0'-0 P GARAGE - - - - WALK IN CLOSET lx6 WOOD WOOD WOOD GWB PAINT GWB PAINT 10'-0" - a GARAGE - WATER CLOSE" Ix6 WOOD WOOD TILE GWB PAINT GWB PAINT R GARAGE - - - - MASTER BATH - WOOD TILE GWB PAINT GWB PAINT 10'-0" - S FAMILY ROOM - - - - OFFICE ix6 WOOD WOOD WOOD GWB PAINT GWB PAINT 10'-0" T STAIR - - - - BATH (KILTY) - WOOD TILE GWB PAINT GWB PAINT 10'-0" - S U HALL - - - - WALK IN CLOSET 1x6 WOOD WOOD WOOD GWB PAINT GWB PAINT 10'-0" - o V MASTER BEDROOM - - - - KILTY'5 15EDRC-CM Ix6 WOOD WOOD WOOD GWB PAINT GWB PAINT 10'-0" - r_ j W MASTER BEDROOM - - - - LAUNDRY - WOOD TILE GWB PAINT GWB PAINT E0'-0" - w U -- X MASTER BEDROOM - - - - RECREATION ROOM 1x6 WOOD WOOD WOOD GWB PAINT GWB PAINT Y WALK IN CLOSET - - - POWDER ROOM WOOD TILE GWB PAINT GWB PAINT i0'-0" Z WATER CLOSET - - - - WALK IN CLOSE=T(TREVOR) ix6 WOOD WOOD WOOD GWB PAINT GWB PAINT 10'-0" - AA WATER CLOSET - - - - TREVOR'S BEDROOM ix6 WOOD WOOD WOOD GWB PAINT GWB PAINT 101•0" - BB MASTER BATH - - - - BATH (BOY'S) - WOOD TILE GWB PAINT GWB PAINT 10'-0" - GC MASTER BATH - - - - GOLIN'S BEDROOM 1x6 WOOD WOOD WOOD GWB PAINT GWB PAINT 10'•0" - Q DD MASTER BATH - - - - w FAMILY ROOM Ix6 WOOD CONIC, WOOD GWB PAINT GWB PAINT f0'-0" - Q H EE OFFICE - - - - BEDROOM No. i ix6 WOOD CONC, WOOD GWB PAINT GWB PAINT i0'-0" - FF BATH - - - - O HALL — ix6 WOOD GONG. WOOD GWB PAINT GWB PAINT i0'-0" - w GG BATH - - - - BATH - GONG TILE GWB PAINT GWB PAINT i0'-0" - Z w HH KILTY - - - - w BEDROOM No,1 I* WOOD CONIC, WOOD GWB PAINT GWB PAINT 10'-0" - W JJ KILTY - - - - KITGNEN ix6 WOOD CONIC. WOOD GWB PAINT GWB PAINT 10'-0" - �► KK LAUNDRY - - - - GARAGE ix6 WOOD GONG. - GWB PAINT GWB PAINT U LL RECREATION ROOM - MM RECREATION ROOM - - - - `J w NN POWDIER ROOM - - - - PP TREVOR - - - - _. E"'� w U 00 TREVOR � _ _ DOOR 5GHEDULE � 0--q E-q RR BATH _ O SS COL.IN. - - - - DOOR FRAME N TT STAR MARK RO(?M FROM: ROOM TO: SIZE MATERIAL TYPE MATERIAL RATING NOTE5 'c 1 Ex7'=RIOR ENTRY PR 3068 WOOD/GL 5.C. WOOD w GI FAMILY ROOM - - - - -- GZ BEDROOM No. I 2 PORE cw DINING PR 3068 WOODIGL S.G,w/ TRAN WOOD - - - - —_ - - 3 PO;: p DINING PR 3068 WOOD/GL S.C.w/ TRAN WOOD a G3 BEC�ROOM No. I - - - 4 EXTERIOR KITGNEN 2868 WOOD/GL S.C.w/ TRAN WOOD - - G4 BATH - - 5 K:IT(::HEN WINE 2080 WOOD S.C. WOOD - - ,� G5 BEDROOM No.2 - - - - —_ G6 BEDROOM No.2 - - _ _ 6 KIT(;PEN POWDER 2410 WOOD S.C, WOOD GZ GARAGE _ - _ 1 KI X PEN PANTRY 2880 WOOD H.C. WOOD G8 KITCHIEN - _ _ _ 8 ENTRY CLOSET 2880 WOOD H,C. WOOD G9 FAMIL'Y ROOM - _ _ _ 9 ENTRY CLOSET 2880 WOOD P.C. WOOD - - G10 FAMILY ROOM - _ _ _ 10 FAMILY ROOM LANAI PR 3010 WOOD/GL S.C.w/ TRAN WOOD 11 FANlY ROOM LANAI PR 3010 WOOD/GL S.C.w/ IRAN WOOD 12 RX I'LY ROOM GARAGE 3080 WOOD S.C. WOOD 20 MIN 13 LANAI GARAGE 3080 WOOD 5.C, WOOD 14 EXTERIOR POOL BATH 2410 WOOD S.C. WOOD - - 15 EXTERIOR GARAGE PR3060 WOOD S.C. WOOD - 16 EXTERIOR GARAGE 10080 WOOD O.H. WOOD - 11 EXTERIOR GARAGE 10080 WOOD 0,14. WOOD i8 EXTERIOR GARAGE 3080 WOOD S.C. WOOD n HALL MASTER SUITE 2880 WOOD S.C. WOOD S 20 MASTER BEDROOM PORCH PR 3080 WOOD/GL S.C. WOOD - 0 21 MASTER BATH W.I.G. 2668 WOOD POCKET/H.0 WOOD - - 22 MASTER BATH W.I.G. 2668 WOOD W.C. WOOD - - U -- 23 MASTER BATH W/C 2668 WOOD S.C. WOOD - 24 HAI._ OFFICE 2880 WOOD S.C. WOOD - - 25 HAL.. KILTY 2880 WOOD S.C. WOOD - 26 KILTY W.I.G. 2480 WOOD POCKET/H.0 WOOD - - 21 KILTY BATH 2480 WOOD H.C. WOOD 26 PAL.` LINEN 3080 WOOD N.C. WOOD - - 29 HAI.- TREVOR 2880 WOOD S.C. WOOD 30 TREVOR CLOSET 3080 WOOD N.G. WOOD �- 31 TREVOR BATH 2410 WOOD POCKET WOOD CIO u a 32 TRE'/OR W.I.G. 2410 WOOD N.C. WOOD - - W �.,., 33 PALL LAUNDRY 2880 WOOD S.G. WOOD - - HA 34 L.- COLIN 2880 WOOD S.C. WOOD - - p., x d C4 35 COL IN BATH 2410 WOOD POCKET WOOD 36 COL IN W.I.G. 2410 WOOD POCKET WOODZO 31 REC=REATION ROOM POWDER ROOM 2410 WOOD S.C. WOODCOO I - - 38 REC=REATION ROOM DECK PR 3080 WOOD/GL S.C. WOO D w 39 EXTERIOR FAMILY ROOM 3080 WOOD 5.C, WOOD 40 FAMLY ROOM HALL 2880 WOOD POCKET WOOD - - U �4 O 41 HAL` BEDROOM No.1 2880 WOOD S.C. WOOD 42 BEC=ROOM No.1 CLOSET 5010 WOOD BIFOLD WOOD - - w 43 HALL LINEN 2810 WOOD HC, WOOD - - 44 HAL L BATH 2610 WOOD S.C. WOOD - - DATE OF 45 HALL LAUNDRY 2610 WOOD LOUVERED WOOD - - ISSUE 46 HALT_ BEDROOM No.2 2880 WOOD S.C. WOOD - - 01-05-OCo 41 BEC-ROOM No,2 CLOSET 5010 WOOD BIFOLD WOOD - - DRAWN BY: 46 GARAGE KITCHEN 2880 woo 5C. WOO Zm 49 EXTERIOR GARAGE 10080 WOOD O.H. WOOD - 50 EXTERIOR GARAGE 3080 WOOD S.G. WOOD - SHEET NO. 51 EXTE=RIOR FAMILY ROOM PR 3010 WOOD/GL S.C./TRAN, WOOD - - 05010 52 EXTERIOR FAMILY ROOM PR 3010 WOOD S.C./ TRAN. WOOD - ow A-5 Co ZOO AYF--., REVISIONS C I II II Jill 111 1 111 1 Jill 111 1 MI Jill SECOND FLOOR I I 1 -1 j I Jill Iffi, 11 11 1 1 1 I� I 1 11 1 _ C� STAIR TO DECK NOT SNOUJN Q LLLL ElLif 9111.1-1. [ 1 W FIRST FLOORl 1�� 4J I I IA' I I III I I I I L L L TT I [ W U x xj U W W U o Z 5OUTH ELEVATION- 6CALE; '/4" = V- " 0 0 � w � W _ JJ I i ja_ 4! Jill Jill 1.-JLJ- i I I [ Jill 1 111111 ill Jill 11 Jill Jill 1 11 1 Hill 11 11111 _.L _I - 1 11 1 Jill ill I AL LjL.I 11 11 11 11 11 _ SECOND FLOOR E77I I I IIIII Ill Ill I I Ill Jill I III I I I 1 11111 IIIIF I I Ill I I Jill I I Ill 11 JIM 111111 11111 1 1 Hill 1_11 11 Jill to a r-r r - - - (1, x — \` O L) _1L_L_ _J. I II il 11 Jill 11 1 Jill . 111 11111w [-TIT FIRST FLOOR - - DATE OF ISSUE Im-19-�5 DRAWN BY: 1AGIP A5T ELEVATION SHEET NO. 05C10 SGALE: 1/4 : li_�n A-6 (P20FolEae'.'LPf-V& REVISIONS TL - �[I ill 11 11 11 till 1 11 11 1 1 11 ill I ill il 11 ill 11 11 11 Jill 1 11 - - H :.11 11 11 il 11 11 till 1 11 11 ij ill 11 1 1 1 A-7 — - SECOND FLOOR -' - - h+�l -� STAIR TO DECK NOT _ SHOW Q — — _ — — — — — — FIRST FLOOR W V W W V o � N Z+ SOUTH ELEVATION- ';CALE. a - i -0,, o T I LLI J-7 Yl 11 1 JIM Jill Jill IIIIIIIIIIII I Ill 11111 till 11 111111 ill 11 1 1 -- - _ —- S=GOND FLOOR 1 11 11 1 I till w N � I f I I I I I / ` M i -111 LL I I I I I till 11 1 1 1 1 1 11 11 1 11 1 1 1 1 1 1 11 1 O v F, H --q,con 00 LR w Q FIRST F � _ �— - DATE OF ISSUE Im-19-O5 DRAWN BY: NCP A 5 T ELEVATION SHEET NO. 05010 SCALE: '14" = 1'-0" Cv Z0 kA,: REVISIONS Ll Li u u u u u u u u uu L1 u u u u u u u u u u u u u u u J LL 1 1 11 1 1 111 1 1 Jill 1 1 17111 lilt IlTl L I I Jill I I III I T t -1--L-L LII� F1 I I I WE57 ELEVATION SCALE: '14 V-0" 1-4 � � JIB � I 4.1 u u u u u u u u Ll u u Ij u u u u u u u u u u u u u U u U u I I Lj I I I IJ I � � � , � � ¢ LH-TLY 00 7� 1 11 11 Jill 1 1 u EAST ELEVATION z 6CALE, '14 1'-V v� "I'll',,.,................................................................................- a �, V---- u 0 z E ;L4 6< 0 F--� u u U Ll u u u u u I J I I I I I I I I I I tL J-1 I LU=RTT= I I 1=0 I I I I I I I I I I I I I I 11.1111 TMTTITTTTFFM LuiLLUI 1. TFujTm- ITIFFE11111111H11111 11111 A I Hill I I Jill Tut H-L DATE OF ISSUE LLLL � � LRTLL � , .� r I ll � � l �111 Hill 11111111111111 1111II ! '�11111 11 11� �111 Li Li 1-1-1-i1i Li Li Li LLLILU JLJ LJ LLL.UJ LJ LJ LLLLJ LJ LJ LLLLU JLi LLI—l-LI JLJ L-J LLLIIJ Ll I HIM] 111111ILL", � � I ' � � '�! ' DRAWN BY: IL a—Imn SHEET NO. ms � Am 50UTH ELEVATION- —8 SCALE- '14" = 1'-0" @ lozo AIF-... REVISIONS I . 51MP50N L5TAIa w/ 14-10d ACROSS RIDGE BOARD TO RAFTERS 1 —2x12 RIDGE BOARD 2x8 G L AR a 48" "HIGH WIND" ARCHITECTURAL 514INGLES Off. 4'/c "HIGH IUIND" ARCHITECTURAL SHINGLES ON 301 FELT ON 5/s" STRUCTURAL l ON 30#FELT ON Nail STRUCTURAL ASPHALT SHINGLES SHALL BE INSTALLED 5HEX'HING ON WOOD FRAMING Ib" O,G. ��00 �� '�S� SHEATHING ON WOOD FRAMING � Ib" Or,, ACCORDING TO THE BEST RECOMMENDATIONS OF THE 1 1 OF THE 2 I�P \\ /g OC 2 STEEP ROOF CONTRACTORS ASSOCIATION MANUAL AND 6 \ b �...� / THE SHINGLE MANUFACTURER - I VALLEYS SHALL BE WOVEN, ICYNENE FOAM I ICYNENE FOAM � INSULATION(NOT SHOW) INSULATION (NOT SHOWN)p.T.No. 12x8 RAFTER EXTENSION P.T.No. 1 2x6 RAFTER EXTENSION 6 -0 LONG SPIKED r0 EACH RAFTER / (o'-0" LONG SPIKED TO EACH RAFTER �T I - 51MP50N L6FA18 w/ 14-10d I - SIMPSON 1-12.5A w/54dxII/ " ACROSS CEILING J015T � SPLICE � '1/2" PLYWOOD DECK TO RAFTER 4 5-8d TO PLATE TYP.EA,RAFTER 1/2"GWI5 CEILING W � Z'-011 (.La x I � V VINYL IMPACT RE515TANT FIXED TRANSOM WINDOW U W pq W V G4 ►-4 VINYL IMPACT RESISTANT DOUBLE HUNG UJINDCAU -N tV Z 44" MIN EGRESS SILL HGT, Zxa LEDGER w/ SIMPSON LU5260 - ATH HALL VINYL IMPACT RE515TANT HANGERS w/ 4-10d TO LEDGER DOUBLE HUNG WINDOW s+ H 4 4-10dx11/2" TO RAFTER, TYP, M TYPICAL INTERIOR PARTITION, 1/2" GW5 \ 12 - EA.SIDE 2x4 STUDS a Ib" O.G. "HIGH UJIND" ARCHITECTURAL SHINGLES C ON 30" FELT ON Nall STRUCTURAL CERAr IC TILE ON HARD-BACKER HARDWOOD FLOORING,ON 15"FELT ON SHEATHING ON WOOD FRAMING 's Ib" O.G. BOARD ON 3/1" PLYWOOD DECK PLYWOOD DECK GLUED AND D ,0- GLUED ANDJAILED TO FRAMING, NAILEDTO FRAMING. F—I No. I PREMIUM P.T.CEDAR SHINGLES ON TYVEK HOUSE WRAP ON 11/2" STRUCTURAL III ON 2x8 RAFTERS a Ib" O.G. No. I CEDAR T4G PANELING PANEL SHEATHING ON WOOD _ \ STUDS Ib O.G., TYPICAL - ,� w/ ICYNENE INSULATION No.I PREMIUM P.T. CEDAR SHINGLES ON TYVIEK HOUSE III II E Y r WRAP ON 1/2" STRUICTURAL III 2'-0" axa PREFABRICATED P.T. 4 11 I PANEL SHEATHINGc ON WOOL) BEAM CONT, II II III STUDS * 16" O.G,,1t'YPICAL III II \ III II III w – ICYNENE FOAM III -- I 1" INSULATION(NOT SHOW) III Sx8 PREFABRICATED P.T. I II II POST, TYPICAL I, II \ III " lu " II I'I II II 31-10" BLOCK ALL EXTERIOR WALLS II II II '/2"0 THREADED HOLD DOUJN ROD, TYP, WOOD SPECIES,, AS SHEAR WALLS II _ II II SILL PLATES ON CONC,OR MASONRY - BORATE 'TREATED SYP OTHER PLATES - SYP' II II 1.1 II HEADER5 - SYP. ;; f III III III STUDS - SPRUCE PINE: FIR III 1111 - MISG, - SPRUCE PINE IFIR I p ALL FASTENERS CONT'AGTING Z LANAI LIVING ROOM T I ACQ TREATED LUMBEIR SPALL BE STAINLESS STEEL OR IHOT DIPPED BRICK WAINSCOTU/WEATHERGALVANIZED. �� CAP AND CONT,ALUM.FLASHING V M a ATTACH BRICK w/ CORRUGATED GALV. W axa PREFABRICATED P.T. w T IM ON 1 STANDOFF HARDWOOD FLOORING ON 15#FELT ON 3�4" II � _- .`� z A 11 c� x M � � pig' METAL STRAPS 16" O.G.VERT. 11 POS ON 5 PS GP5 „ _ !k � !n AND 32 O.G.HORI Z.,NAIL TO STUDS � U THREADED ROD TO BEAM T4G PLYWOOD ON A61F NALTIC CEMENT AND ABOVE,TYPICAL. BRICK PAVERS ON MORTAR BED ATTACHED w/POWER FASTENERS 16" O.G, ;; H d W ON 4" GONG.SLAB SLOPED TO EDGE EA,WAY,ON 4" GONC SiLAB. " o II � � S CW/1 II I I = II II !o I RSI Fr / / / /'� / II / / /\/ / / / / / iy"==---.5.�-==� •di,l \� W d ice' \ / / W ///\i\ /\� \ \// /�\'�` BRICK PAVERS Q d H \\\\\\\\\\\\\\\\ \\ I \ \\ \� \\ \\ \. \\ j\\ \\/\\\\\\\\\\\ \\\\\\ e o , I ON SAND BED x /\\j/\\//\/�\//j\% \%\�y��i\%�\i�%\ \/ \/ I I N U Emma=®®® \/ X\/ \/ I I \/\ / / „ /\/-\//\//\� TYPICAL FOOTING.AND STEM WALL DATE OF FOOTING Z'-0"xl'-p" w/3-"5 5AR5 ISSUE /\j\\j/ 6" CMU 3TEMWAL�w/�"DOUJELS 01-05-0(: �-�`_- -. \//\\/%\// 1' • \//\\//\ 1{ _ � 32" O.G.,FILL ALL CELLS w/GONG, DRAWN BY: 1-1CxP SHEET NO. 05010 A-9 0 REVISIONS Ili III ( I I I "NIGH HAND" ARCHITECTURAL 6HIrdGLE5 k/0 i I h'qF ON 30"FELT ON Na" STRUCTURAL III I I� ' I I TARS 12 SHEATHING ON WOOD FRAMING a 16" O.C. /6 I 6 III IIS � II III I I� i I I ICYNENE FOAM III Ili i I I INSULATION(NOT SHOUJN) F.T.No. 12x8 RAFTER EXTENSION IN-�� C- i I I (o'-0" LONG SPIKED TO EACH RAFTER III II II � � III I I I I I - 5IMP50N H2.5A w/5-Bdxl/1„ TO RAFTER E 5-8d TO PLATE PLYWOOD DECK III ( TYF'.EA.RAFTER U 11 II A-1( 1 1 11 2X10 CEILING JOISTS 16 "O.C. � II II II II A GWB CEILING -®—�-® -a -® -0—c� -- — -1J 2-14” LVL BEAMS 3'-5y" V Q � W No. 1 PREMIUM P.T.CEDAR �' 1 1 - SIMPSON H2.54 w/ 5-8dx1I/1" SHINGLES ON tYVEK HOUSE v TO RAFTER t $-8d TO PLATE NARDUJOOD FLOORING ON 15"FELT ON UJRAP ON 1/1" STRUCTURAL TYP.EA,RAFTER 3/4" PLYUJOO DECK GLUED AND PANEL SHEATHING ON WOOD NAILED TO FRAMING. 5TUD5 6 16" O.C., TYPICAL ICYNENE FOAM 2-14" LVL BEAMS INSULATION(NOT SNOUJN) BLOCK DOUN TO 1/4" ABOVE BOTTOM OF SHINGLE COURSE AND TRIM A$ SHOLLN NOT ALL RAILINGS _ SHC" LL Ck w = _ P.T.24 PICKETS 5'/1" O,G. � I 2x8$ 16" O.C. ON HANGERSui ZF-1 DOOR TO M W4 r--- GARAGE uc/) N va -J STRINGERS FROM R1,No 134 a TREADS,N . I T.2x12 �i■� to 11 ON SIMPS N. , TA)0 ii w/ 4-5[)5114"xI1� REUJS E o P.T.6x6 POST, TYP. TO STRINGER d 3- p5'1"x1�i1" \/\ Z o W •. r----i . SGRElllS TOTREAD, TYP. � EL, =;3'-0" (� i, SIMP50N ABA�o�o ON ° d ` � FIRST FLOUR F"' E� 1/2"0 ANCHOR BOLT w/ \` ` 1-1/2"4 �'s ` c Z L__-._.J ` 51MPSON A311 w/ tHRU \\ \\ �,�\ �.. \\:\\ �,. w � 8-16d TO POST BRICK PAVERS ON SANp BED BOLT EA, STRINGER AND /ij\/jam\ /i\/i\!.< _ -- 1-%1"0 x4" LONG THREADED X\//\\//`Y%\//\\j'�\ RT,2x8 P05T UJRAP, TYP. /\!\/ - ROD SET IN FOOT NG w/ i; 51/2"x " GONG.PEDEStAL -- L --- 51MP50N E ox , TYP, \`/\\� /\\/\� U 04 GARAGE DOORSILL -0OF STREET DATE OF 6 O C ISSUE XN DRAWN BY: SHEET NO. ri% tTA I F 5EGTICN� /`�iUJALL SECTION o5o10 SCALE: 1/4"=1'-0" VA-10,1 SCALE: A- 10 bzo 1sacA\-- Aye. REVISIONS L--j 2x8 GOL AR 48" "NIGH WIND" ARCNITEGTIJRAL SHINGLES ON 30'FELT ON Na" STRUCTURAL - /----- \ SHEATHING ON WOOD FRAMING 10 16" O.G. \� 12 6 "NIGH WIND" ARCHITECTURAL SHINGLES ON 30'FELT ON 5l/s" STRUCTURAL SHEATHING ON 1000D FRAMING s 16" O.G. INSULATIOFOAM N NOT SNDUNI m P.T.No.12x8 RAFTER EXTENSION F.T.No. 1 2x8 RAFTER EXTENSION 6-0 II LONG SPIKED TO EAGN RAFTER 6'-O" LONG SPIKED TO EACH RAFTER Tfi�s I2 (T , C � I - SIMPSON 1-16 w/8-Sdxl'/2" TO RAFTER � 8-Sd TO PLATE I - 6IMP50N H6 w/S-Sdxl/" TO RAFTER a 8-8d TO PLATE ICYNENE FOAM BEND UNDER PLATE,TYP.EA,RAFTER PLYUJOOD DECK BEND UNDER PLATE, TYP. EA. RAFTER INSULATION (NOT SHOWN) TYPICAL NORTH AND SOUTH WALL N-- -- TYPICAL NORTH AND SOUTH WALL 14" RI X00 CEIL G JOISTS leo" O.G. _ 14 PRI 60 CEILING J015'S 16 OC, it it it11 lU CEILING '%" GJB CEILING y - z" GBE W � it it it it it it it it it ii -/1511 it 11 it it W 1_/11I it it Y/ 1Y[// itt it it FIN.No, I TRIMit ' FIN,No,1 TRIM ,q BOARD V BO RDit it it it it �jN it 11 it Vit it N it it it it W it it II _ W GW5 ON 2x6 STUDS 16 O.G. _ ii U N No. 1 PREMIUM F'T,CEDAR 0"4 No. I PREMIUM P.t.CEDAR SHINGLES ON TYVEK HOUSEit it TYVEK it it 1/2" t STRUCTURAL WRAPLON 1/�5TRUGTURAL HOUSE ICYNENE FOAM WRAP ON5 RUit it INSULATION(NOT SHOWN) PANEL 5HEATHING ON WOODit it it Z PANEL SHEATHING ON WOOD N STUDS * 16" O.G.,TYPICAL RECRE RECREATION ON ROOM i. SCUDS 16" O.C., TYPICAL a+ LAUNDRY 2x12 LEDGER ',1"GIUB ON ��?" STRUGTUIRAL 0 i, SHEATHING ON 2x6 STUDS ICYNENE FOAM ii INSULATION(NOT SHOWN) Iit ! (T � it I6" O.C. it it it SIMPSON LU528 HANGER it it it it w/6-10d TO LEDGER it it it it a 4-10dx1li2" TO RAFTER it it it P.T.No, 12x8 RAFTER EXTEN51ON it it it it 6'-0" LONG SPIKED TO EACH RAFTER it it it itit itIit it iiit HARDWOOD FLOORING ON 15'FELT ON i 2" PLYlU00D DECK-- 3�4" PLYWOOD DECK GLUED AND i. Z 1 - SIMPSON H2.5A w/ 5-8dx1% NAILED TO FRAMING. it TO RAFTER a 54d TO PLATE - _ - I�+■1 TYP.EA,RAFTER - it -�- -- -- - - h+■i it it ICYNE FOAM _ _ ICYNENE FOAM 16" RIM JOIST it INSULA !ON(NOT 5 OWN) it INSULATION(NOT SHOWN) 16" PRI 80 CEILING J015`5 16" O.G. it A 2x8 16" O.C. - - it - it it it _ if v1 it FIRE CODE GUJB CEILING it it SIMPSON LUS28 HANGER i w/(o-10d TO LEDGERit ` a 4-10dxll/2° TO RAFTER it it itit it it it it it it it it it it it it it it Z'-0" rit �$" FIRECODE GW5 ON %2" STRUCTURAL it SHEATHING ON 2x& STUDS it it it it 16" O.C. it it it it itit ICYNENE FOAM it PREMIUM GRADE P.;T, ii INSULATION MOT SHOU,MU CEDAR SHINGLES u/ it it it it it it 5" EXPOSURE ON T`TV K it it it N HOUSE WRAP ONit it "0 TIE-DOWN ROD,S,EE PLAN STRUCTURAL PANEL 4 CAR GARAr-PE ��(�.�' ROOM fi CAR C ,4R,4C iit t SHEATHING ON STUDS it it it it ICYNENE FOAM 16"O.C., TYP. itit'�2" GIUB OVER '/2" STRUCTURAL INSULATION(NOT SHOWN) it it it SNEATNING StaEAR WALL PANELING iiit it itit it ON 2x6 STUD{5 6 16" O.G. it it N it -s 16" O.G.ATTACHED w/POWER it it it itit itit z it it it it it itit o 1x6 WOOD B/5E �; M it it itit it itl V M a „ � N � HARDWOOD FLOORING ON it it 11 15'FELT ON 3,.t" TaG PLYWOOD BRICK WAINSCOT w�/WEATHER a ' FLOOR ON P. 2x4 SLEEPERS 2(0'-3° CAP AND GOVT.ALUM,FLASHING it ^- ATTACH BRICK w/CORRUGATED GALV. Q `O U 0 16" O.G.AT`ACHED w/ POWER x 5, g it DRIVEN FAST_HERS 32" O.G. METAL STRAPS 16" O.G.VERT, a'' ¢ z W SLAB EDGE BLOCK w/ it AND 32" Q.G.HORIZ..NAIL TO STUDS:i it it it it it EL. =i3'-0° I-'S BAR,TYP. EL, =4.3'.0" Z U 9 W o x .. FIRST FLOOR it it FIRST FLOOR D ° D ° D° Ir} II VERTICALS DOWEL 32 O.G, z x, IN FILLED CELLS it � a U 4" THICK 3000 P51 FIBER REINFORCED �� \� 4" THICK 3000 PSI FIBER REINFORCED d CONCRETE SLAB ON 8 MIL PUG VAPORit \�\\��\�\��\�\��\�\� �' CONCRETE SLAB ON$MIL PUG VAPOR ,��,��i,��i, EXPANSION JOINT MATERIAL, TYP. BARRIER ON 95%MODIFIED PROCTOR it BARRIER ON 95% MODIFIED PROCTOR it \/�/�/�/� „ COMPACTED FILL w/ TERMITE TREATMENT, TYP. _ � � �\� � COMPACTED FILL w/ TERMITE TREATMENT,TYP. U EL. -+ I-0 /�\�/�\�/�\��\�/�\�/�\�/�\�/� I I v D 0 v. ° ° D D D v D a D D D ° D ° v Y' " D D D m D GARAGE DOOR SILL \�\i�<ii��\i��%\i��ii II ° D ° - D GARAGE DOOR SILL It XX 0E L, =0.0 ��j\j�ij�i,�i��i� I I �,�i��i��i��ij�i�i,�/� �\//\//\\/\// //\//\//\//\�% E L, =00 OF STREET ��ii��ii��ii��ii��i�ii �ii�ii�ii��ii��ii��ii��ii�� \// /\/ Itt . /\/\\\/, O�OF STREET DATE OF i it \\\\/ ISSUE i�i�i�i �;�� r� N �/ �f� /\/%\/%\� DRAWN BY: \�i\�i\/\ ,\\\��\\\��\\� ��\\,i\\��\\��\\��\\ \\ \ \\ \ \\ \\ \\ \\ \\ \\ . ��i��i� �i.�i/ice,i�/�./i✓ice/i,/�,/i/i�/i��i/ .��\��\��/�%�\/�\��\��\��\%�� SHEET NO. 7--*NUJ4LL 5EGTIONI/�iUJALL 5ECTIrIN - SCALE, 1/4"=I'-0" -�� SCALE: 1/4"=1'-0" A- 11 I J1 bZ0 REVISIONS H "HIGH UJIN "NIGH WIND" ARCHITECTURAL SHINGLES 12 � " HIGH WIND ARCHITECTURAL SHINGLES 12 ON 30 FELT ON `%" STRUCTURAL ON 3m«FELT ON ID" ARCHITECTURAL SHINGLES 5/s" STRUCTURAL ON 300 FELT ON Na" STRUCTURAL SHEATHIRG ON WOOD FRAMING Ido" O.G. 12 Sa-IEATNING ON WOOD FRAMING g 16" O.G. SHEATHING ON WOOD FRAMING 6 1PII No: 12xa RAFTER EXTENSION \ '�S 6'-0" LONG SPIKED TO EACH RAFTER ICYNENE FOAM I - SIMPSON 40 w/a-Sdxll/2" $,-m,/2„ 31-011 51-01/211 INSULATION(NOT 61-1011N) TO FGAM ro RAFTER 4 a-8d TO PLATE PLYWOOD DECK \ BEND UNDER PLATE,TYR EA, RAFTER INSULATION (NOT SHOIUNJ TYPICAL NORTH AND SOUTH IUALL 1212 P.T.No, 12x8 RAFTER EXTENSION P.T.No. 12x8 RAFTER EXTENSION w —� ' 6'-m" LONG SPIKED TO EACH RAFTER 3 6'-O" G SPIKED TO EACH RAFTER 14" PRI 60 CEILING JOISTS � 16" O.G. 2-12" LVL—/ 1/2"GWB CEILING W �rT III 11 III W 111 II _ IR }R__ \—FIN. � �No. I TRIM � IR V BOARD I it III III IR ill v•. ` �Tl Ln ;� U No. I PREMIUM P.T.CEDAR rM II 5HINGLE6 ON TYVEK HOUSE WRAP ON 1/2" STRUCTURAL II � O PANEL 6AEATPING ON WOOL) STUDS 16" O.G., TYPICAL RECREATION ROOM III III IN IR r IR II MASTER BEDROOM M,A6TER 5r=DROOM II IR IR III ill �W11 111 f� P.T.Ix4 T4G FLOORING ON P.T. F.T. Ix4 t4G FLOORING ON P.T. I III 2x4 SLEEPERS f ib" O.C. ON 0 2x4 SLEEPERS 0 16" O.G. ON ICE AND WATER SHETLD MEMBRANE r' ICE AND WATER SHETLD MEMBRANE Illi U HARDWOOD FLOORING ON 15''FELT ON ON 3/4" T*G PLYWOOD DECK GLUED HARDWOOD FLOORING ON 15«FELT ON cv ON 3/d" TSG PLYWOOD DECK GLUED HARDWOOD FLOORING ON 150 FELT ON RD D L I; 3/4" PLYWl DECK GLUED AND r2" PLYl000D DECK AND NAILED TO STRUCTURE, SLOPED 3/q" PLYWOOD DECK GLUED AND AND NAILED TO STRUCTURE,SLOPED k'— 3/4" F-YWOOD DECK GLUED AND II NAILED TO FRAMING. 1'i2" TO DRAIN NAILED TO FRAMING. I1/z" TO DRAIN NAILED TO FRAMING, I I IG NENE FOAM INLATION(N T SHOWN) 16" RIM JOIST ib11 PRI W CEI ING JOISTS 0 16 O.G. IR nl In FIRE CODE GLUB CEILING UI-- III I II III III ---- III III III III III III - III III III III I I it U Ii II PREMIUM GRADE P.T. 1 11 CEDAR SHINGLES w/ II 5" EXPOSURE ON TYVE;K tR HOUSE WRAP ON 1/2" STRUCTURAL PANEL 4 CAR GAR�*E SHEATHING ON STUDS _ II III III III 16" O.C., TYP. (p II III D I N I NCS ROOM DINING ROOM III 111 III III - I II III III III Z III III III � F-I III III M Fri I n (� III W N 'A m BRICK WAINSCOT w/WEATHER CAP AND CONT,ALUM.FLASHING w x ATTACH BRICK w/CORRUGATED GALV, SLAB PIN - 1/2"� I(o" REBAR �� U META STRAPS 0 16" C.G.VERT. SET 4" INTO EXISTING SLAB L - U a 11 w/51MPSON SET FOXY d S IR AND 32 O.C.HORIZ..N44IL TO STUDS I II 24" O.G.,TYPICAL EL. z+3'-0' II U OFIRST FLOOR \/ "41 / /\// / U 4" THICK 3000 PSI FIBER REINFORCED \ \\ \\ \/ CONCRETE SLAB ON 8 MIL PVC VAPOR /\\/\\/\\/\\/\\/\\/\\ ii \\/\\/\\/\\/\\/\\ \\/\\/\\/\\/\\�\\/�,/\\/\\/��/�/\\/\\,\\/\\ o /\//\�/\//\�'��/\// ii //\//\//\//\//\//\//\'/\//\//\// \/\/\/ \/\\/\\/\\/\\/\\ /\\/\\///Y/\ BARRIER ON 95/e MODIFIED PROCTOR /\//\//\�/\//\//\//\ // // / COMPACTED FILL w/ TERMITE TREATMENT, TYP. /�}� /\\' /\\/\\/\\/\\/ I I \\/\\/\\/\\/\\/\\/ %\\j\\j\\j\\j\\ i r \\\\\\\\\\�\\\\�\\ I I \\�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 'Y EL. 71 11-m' //'// // // // // II / / / / / / / / / I d o a // // // // // // II / /j // // // // // // // // // �/ / I I i.ry S7' \ \\ \\ \\ \\ \\ \\ \ \/ \\/\\ ® p a \/\/\/\/\/\/ Y\/ // /\/ /\/ /\/\/\ ® i\\/\\/\\/\\/\\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ I II GARAGE POORVI-L //� / // /� // --------°------- // // // �j\/j\/ I I \ \// \ \ \ \ '\ \/\�\ \y\\j\\j\\j\\j,\\j\\j\\j\\j\\j\\j\\j /j\/j E L. =0.0' //,��j//j//j//j/ I \//j///'//j//j// /j�/,��i�/j\ j�///�//�//�//�//�/j, //j//j /\x /\/\� \ \ \ \ \ \ I I \ \ \ \ \, \ i , , >\/\/, 01,OF 5TRE:ET / / / / i / / / / / / \ \ \ \ \ \\\\\\\\\\\\ \ \ I \�\/\\/ ISSUE i\/\/ o o° I /\/\/\ i /\//\/ I I \//\//\ //\/ I - \/\ X>// o c i ° c-- ° /\ \ / \ \ c=== �_--_-� \ \ \/ \ \ \ O• X1.7-7'===• \ \ \ \ \ \ \ \ ° e 'I \ DRAWN BY: SHEET NO. SECTIONr2"%� UJALL SECTION f UJ, SECTION cell A-f2 SCALE: 1/4".r-0" illAlil-ISCALE, 1/4":1'-0" -12 SCALE: I/4"=r-m" A- 12 6;Zo �/ . REVISIONS I - SIMPSON L5TA18 w/ 14-10d ACRO56 RIDGE BOARD TO RAFTERS "MGN FIND" ARCHITECTURAL -SHINGLES ON 301 FELT ON 5/8" STRUCTURAL SHEATHING ON WOOD FRAMING 2x10 RIDGE BOARD �\fo QG' GOVT„ TYP. ICYNENE FOAM INSULATION(NOT SHOWN) �C P.T.No. 12x8 RAFTER EXTENSION 6'-0" LONG SPIKED TO EACH RAFTER \ I - 'SIMPSON H2,5A w/ 5-Sdx11i2" TO RAFTER d 5-8d TO PLATE \ TYP.EA.RAFTER 6 2x8 CEILING JOISTS 16" O.G. it 3 �� I4 it 5/a TdG BEZ)- it BOARD SOF-FITit it it it �2 GWBit WINDOW INSTALLATION PROCEDURE: P.T. HOLLOU.I 2 _0 it 8x8 BEAMit it it it it 1, VERIFY THE OPENING 15 PLUMB, LEVEL AND SQUARE. it it it it FIN,No, 1 TR.M it itit it it BOARD ii 2. VERIFY THE WINDOW WILL FIT IN THE OPENING. (��T t it it it it it 3.CUT WEATHER RESISTIVE BARRIER: MAKE A 6" CUT UP FROM EACH TOP i it it it F� it PREMIUM GRADE PT, CORNER OF OPENING AT 454, ANGLE TO ALLOW THE WEATHER BARRIER TO BE it it CEDAR 5Hi11GLE5 w/ ; LAPPED OVER THE FIN AT THE HEAD OF THE WINDOW, MAKE SECOND AND THIRD it 5" EXPOSURE ON TYVEK GUTS UP AT 45o FROM BOTTOM CORNERS,MAKE LAST CUT UP AT CENTER TO TOP i; HOUSE WRAP ON ''/2" ii STRUCTURAL_ PANEL it 04 it GUT' it t it SHEATHING ON STUDSit it 4.FOLD WEATHER BARRIER UP AT HEAD AND INTO THE OPENING AT JAM AN 0 16 O.G., T rP. B D e it SILL. STAPLE AT JAMB5 AND SILL, TAPE UP AT HEAD EXTERIOR. it N it it it itP.T.HOLLOW 5. APPLY SILL FLASHING TAPE 50 THAT IT EXTENDS 2" ONTO WALL SURFACE ANDP4 A it it it;; 8x8 P05T 6" UP AT JAMB5, APPLY SECOND SILL FLASHING ON TOP OF FIRST FLUSH WITHit it it it it it INSIDE WALL SURFACE AND 6" UP AT JAMBS. I� it it it it 1- W O it (, , it L�,� � 4"x1�� " CON-.ALUM FLASHWG LL SILL SHIMS A5 REQUIRED BY WINDOW MANUFACTURER. ,`� it "it it SET IN SEALANT '�2"m THREADED ROD,TYP. 6 INSTA it 5/8"o x 12" ANCHOR BOLTit it it it W i'it 3Z" O.C. CONT.BRIGtC SILL it it 7, INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN A5 REQUIRED BY W W P.T.2x6 PLATE ON it it CEDAR SHINGLES w/ ; EL, ,+3'_V' WINDOW MANUFACTURER. it it iit t > it FOAM SILL SEAL, TYP. it FIRST FLOOR- HOUSE it FIN FLOOR GUEST HOUSE " }, _+ ' "' itit —CONT.BRIG.WAINSCOT -SIMPSON GPSI EL. 2 -8 8. APPLY SIDE FLASHING TAPE AT JAMBS, — -+,— - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - — F� w/ 'S BAR DONT CEDAR SHINGLES w/ COMPOSITE PLASTID FIRST FLOOR-GUEST HOUSE --I - SIMPSON LSTAIS w/ 14-10d S. APPLY HEAD FLASHING TAPE, FOLD DOWN WEATHER BARRIER AND SEAL WITHit �"1 it it STANDOFF ACROSS RIDGE 130ARD SLOPE DC�U1N I" 1. DIAGONAL FLASHING TAPE. U W ti it it it EL. _+I'-2" TO RAFTERS - GARAGE - MAIN FLOOR Fri W p ;; \j\/� GARAGE DOOR SILL V t O \\ \\ _ "NIGH WIND" ARCHITECTURAL SHINGLES 000r 5 >/X EL, ON 30 FELT ON / a �iTRUGTURAL C-+ 5HEATHING ON WOOG'�FRAMING 16" O.C. © Z / \ \ b \ \ \ \ \ CMU STEM WALL 0�OFSTREET � N jam/ jj\jj\/j\ w/"5 BAR vERT. //\// /j D ; G \//\/j\//\/ /j\,/\//\/ //\//\j/\ \//;\� \ ASPHALT SHINGLES SHALL BE INSTALLED \\/\/X\/ " \/\\�\\� 32" O.G.,FILL ALL \\�\\/��/ " ii " /�\/\\��/.�/../�/.�/.� ,�/�/.�/,�/.�/. I-4 x I-0 THICKENED SLAB / �' // // ° +___°-- _____;Q �i//\// w/ 2-r5 BARS CONT, a / 2x10 RIDGE BOARD ACCORDING TO THE BEST RECOMMENDATIONS OF THE a CE L L5 w/GONG. \/\/\/ r-�_; \/\� 0 / y\\j\\j X, 04�4 TIES `� 32 O.C. 0' CONT., TYP. '�$� STEEP ROOF SPECIFICATIONS OF THE NATIONAL [—+ / / / //\//`�/ ` \//\' � � ROOFING CONTRACTORS ASSOCIATION MANUAL AND \\ \\ \\ \ \ \ \ \ \\ \\ \` ;\\ \\ \\ \ \\ \\�\\;\\�� \\ \\ I-4 5 \//�/x N \ \�\ \/\ ICYNENE FOAM— g \\/\�:\\,\\,\\/\\�X \� S�'/ THE SHINGLE MANUFACTURER. /jj INSULATION(NOT SNOWNl VALLEYS SHALL BE WOVEN. TYPICAL FOOTING, �, W 2'-0" x I'-0"w/3-05 BARS CONT. a 14 T1E5 0 32"O.C. \ P.T.No, 12x8 RAFTER EXTENSION to`7� 5UILDING PLYWOOD DECK 6'-0" LONG SPIKED TO EACH RAFTER [� A SCALE: ��i"-1'-0" I - 61MR50N L6TA18 w/ 14-10d x 11/2" 1 - SIMPSON H2.5A w/ 5-8dx1ff/2" ACROSS CEILING JOIST ENDS TO RAFTER d 5-8d TO PLATE TYP.EA, RAFTER �w 2x8 CEILING J015T5,4 16"O.C. 2x8 CEILING JOISTS 16" O.G. it itit it it it it it it it it it it it it it its i it it it it PR 3080 FIBERGLA65/GLAS6 DOORS itititiit it it O it tit GIUB ON 2x4 STUDS 16" O.C, it E MAX.32" O.G. itM a it it BRICK PAVER-STEPS ON CAit it it N �, N CONT,CONC.FOOTING w/ x M it B ��M ISO. �OO 3'-'5 BARS CONT. / 4 x "o x IZ" ANCHOR BOLT it 32" OC. w w ..� U �11 /8 MAX.32" O.G. it T'I E5 a �■{ it H d HARDWOOD FLOORING ON 15"FELT ON��4" !BRICK PAVERS ON it 2" SAND BED z ;l; a it TdG PLYWOOD ON ASPHALTIC GEMENT At`iD �^ d W it ATTACHED w/POWER FASTENERS 16" 0:::. it 0 \ E..i it EA.WAY,ON 4" GONC SLAB. it EL. =u: _ F IRST FLOOR - GUEST HOUSE G V g• �p p C p p. 4 D ; o Da b b b pp D Ir ./e I D lip o W \/j\ //\ /j / 4 THICK 3<000 P51 F I BER REINFORCED / _ �+ / / it CONCRETE SLAB ON 8 MIL PVC VAPOR /\\/\\/ /\\/\\/\\/\\/\\/\%\\% BARRIER ON$5%MODIFIED PROCTOR o \ COMPACTED FILL w/ TERMITE TREATMENT, rYP, ii'//\//\//\//\//\// GARAGE DOOR SILL \ \\ \\ \\ \\ \\ \ \\j \\j�\/\\j�\ \\j\/\ \\/\\/\\/\\/\\/\\ \ \ \ \ \ // // /j,/j /j /j //�./� /�./�;/,,/; /�. / /\/\/\/\/\/ /\/\/\/ / / \\j\\j\\j\\j EL \j\\j\\j\\j\\jit it x it \; ` \\/\\/\\/\\/\\ ii \/\\/\\'\\/\\/\ -(;K / / / / / /i� 2 -0 2 -0 x 1-0 THICKENED SLAB \/\/i\/\/\/ OF STREET DATE OF \\/\\� � * /\\ \\/\\// " \//\/j\/jam\, i; ° /j\/j\/j. w/ 3-"5 BARS CONT, 3 4 TIES 32 O.C. \j\/\/ ! \/\\j\\j\ ISSUE ;� v9 p �i G f' G \ \ \ \\ / 77 \ D G DRAN BY: \ /I W\l\\ \\ \\ \\ \\\//\\\//\\\/ '/\\//\\\/ //\\/\ j�/j /j �VA/VA/VAS\/VA/I//VA/VA/VA/VA/�` TYPICAL FOOTING, 2'-0" x 1'-0" w/ 3-05 BARS CONT. 3 04 TIES 0 32" O.C. SHEET NO. rl0*,**N5UlL1) lNG 5ECTION 05c1c A- 13 \L1010/ SCALE: (020 AVE REVISIONS SEE STAIR SECTION FOR STAIR FOOTING i ii 2 Tl— UP „ t� - A-10 W<1 LU" 4 A-12 LLJ r-'1------------------------ - - - --tt----- ----- ------------ ---------- ---------------- 4> ------ li ii --- -- --� o o o o I - ---- 1 1 I I I SI OWER I I I I I I I I I 1 1 I I I I I I I I I I I I 1 1 I I + I 1 1 I I I 1 1 I I I I I I I I I o 1 Io I I I SEE SECTIONS FOR BRICK STEP FOOT I NGS,TYP. 1 + I ------------------------------------- ------ --------- I I --------------------LEI --------------------Lgil --------------------19--------------------- r � I -------- --------------------------------------------------------------------------- I 1 I I I I I I I I I I I I I + + I I I I I I + 1 1 I I I I I I I I I I I I I I BRICK PAVERS ON MORTAR BED ON I 4" THICK 3000 P51 FIBEfR REINFORCED I 1 I + + I I CONCRETE SLAB ON S MIL PVC VAPOR I I. I BARRIER ON 95%MODIFIED PROCTOR I I° I I o I I I COMPACTED FILL w/ TERMITE TREATMENT, TYP, Q SEE SECTIONS FOR BRICK I I 1 + + I ► 1-i1 STEP FOOTINGS, TYP, I I I I SIMP50N STRONOWALL 1I rI I --------------------------- ------------------------- I II I �r SW24xl0x(o ON 2-,N'$"ox8" ----------------- r------ ---__--__I (L ANCHOR BOLTS TYPICAL FOOTING AND STEM WALL ¢+ x I I 1 1 1 1 I I 1 I I L � I I +---------------------- -------- n --------------------------- ------------------� I I I I FOOTING 2'-0"xl`-O" w/3-05 BARS Q; I I ----------------------------------------- + ------ I + I -- © o o ------ - o -- o___________---_-- o --_° _________________o I ° CONT.AND STDEMWALL w/5 DOWELS w ------ � ----- ----------- --------- I � I I I r-- ---____-- ------------ r----- j 10 I I I 6 32" O.G,,FILL ALL DELLS w/LONG. Qi � ----------- I I 1 1 I 1 1 U + I I + 1 1 I I I I + I I + I I r + I 1 ------------------------------------------� I 1 I I I I I I I I 1 1 I I I 1 I I © I + ------------------------------------------+ I + I I 1 + + I 1 I 1 I 1 1 1 I I 11 I W Ip I 1 + I I I I I I --------------- �----------- I I i I ; i i SHEAR WALLSr 1 I I + I I I I At ALL EXTERIOR WALL LOCATIONS NOT NOTED v + I ------------------------------ i I I i o i OTHERWISE,WALL TO BE SHEATHED WITH 1/2" I 4" THICK 3000 P5I FIBER REINFORCED i to I 4" THICK 3000 PSI FIBER RE NFORCED i I STRUCTURAL SHEATHING NAILED w/8d NAILS av 4" I i i CONCRETE SLAB ON 8 I"IL PVC VAPOR I i r CONCRETE SLAB ON S MIL P�/C VAPOR I O.G.AT ALL PANEL EDGES AND OPENINGS,AND 6" BARRIER ON S5% O.G.At ALL INTERIOR SUPPORTS.ALL PANEL EDGES w + I BARRIER ON 95%MODIF ED PROCTOR i I i COMPACTED FILL w/DIF ,RM TETREATMENT, MENT, TYP. + I SHALL BE BLOCKED w/MIN.2x4 BETWEEN STUDS, COMPACTED FILL w/TERMITE TREATMENT, TYP. I I I + o + TYPICAL. A I I +---------------------, I , I I o �--------------------, I I Io 1 I I AT INTERIOR LOCATIONS TO BE FINISHED w/GU1B, I I i SHEAR WALL SHEATHING TO BE UNDER GW15, I + I I I + I I + ---------- + 1 I I 1 I I r- --------------------� I + �----, I + r-----i I I I. I ( I a HEADERS BEARING WALLS NOT NOTED; cA q I ------ I I I I I I O I I I 2'-O"x2'-O" 4" THICK THICKENED SLAB w/ I I I I I W � I I 1 1 I I I @ I I o I I 1 1 o I I I I © 1 1 3-"5 BARS EACH 1 UJAY, TYPICAL I Io I I o + SPAN 0 - 3'-4",2-2x8 w/I JACK STUD EA,END+ I I 1 N I I I I I I I I I I I I I I + I I SPAN 3'-4" - I'-V,2-24 w/2 JACK STUIDS EA.END + I I I 1 1v--F- L I L----------------------------J I L__ ----� L--------� �- - 1 ______---_-- ------ I to I I I DESIGN LOADS: I 1 1 I I + + I I I I I FLOOR: DEAD LOAD -- 20 P5F I I I i I --------__ I I i i LIVE LOAD - 40 PSF I I I I 1 ------- ------- -I r ----__-------------� I I I I I I I I I I r-------------------------------, I r--------- ----------------, I I I I -51MP50N STRONGIUAL i I DECK LOAD: 6WI8x9 ON 2-N "0x8" + + DEAD LOAD = 20 PSF o 0 0 o I I I I o I I i I I ANCHOR BOLTS i i LIVE LOAD = 50 P5F I I I I I I + �-------------------------------� I I +---------------------- I ------- -------- -i I I I I I I I I I I --- + I ----------------------------------J -- - I + I ----------------------------------i to I -------------------------------- -� I ROOF LOAD: I ° t I I i I2 THICK THICKENED SLAB w/ 12" THICK THICKENED SLAB wl r I + � I DAD LOAD = 20 F5F --� L----------- ---------------------------+ I + ------------------- I LIVE LOAD = 20 PSF l i i I I 3-05 BARS LONG WAY AND 04 TIES 3-15 BARS LON WAY AND "4 TIES I�T�'` - I I r-- --------- o I I 32" O.C., TYPICAL 32" O.G., TYPICAL I + o 0 0 0 0 1 1 0 — I o 0 0 ------ ------------- + 1 t I I I I I ----------------------------------------- o I I I + __-- _-- _ _ _J = VERTICAL THREADED ROD HOLD DOuJq SYSTEM. I I I I I + 1 I I 1 I + I '%", THREADED ROD CONT,FROM FOOTING TO ABOVE i I TOP PLATE.ALL THREADED RODS SHALL BE o I i I I i ANCHORED WITH 1/2"Ox 6" THREADED ROD' EMBEDDED + j t 4 DRP li I I I I I I I 1 1 I 3% " IN CONCRETE w/SIMPSON "SET" EPDXY I I I � /„ T 1 I I 6IMP50N STRONGIWALL I I o I Y , P OR M �j 2 I I I I I + + I I g I ATTACHED t0 CAST-IN-PLACE � mxl2 ANCHOR cn A-IZ U I I I I I I I I i o i SUJISx9 ON 2-�8 d'x8 I + i s W N a I I + BOLTS,AT ALL ROD PENETRATIONS PROVIDE A HOLE + I I + I I I I o I I I I ANCHOR BOLTS I I + IN PLATE 114" LARGER THAN ROD.RODS MAY BE M Z ------------------------------------------ -'� i I I i '- ------------------------- l i I 2 SPLICED w/ SIMP50N CNW CONNECTORS, RODS SHALL sx ~I + I I I I + -- - ---------_--� 0 1 I o L- --- ----------------- o I A-II ERMINATE ABOVE TOP PLATE AT 3"x3"x'/"" WASHER p�., ----- _ `nl I I SLOPE D011�l I'�" I I I TYPICAL FOOTING AND STEM WALL + r--- --------------- - I I -------- I T U Q s 1 1 r 1 0 o 0 0 1 1 0 o I AND NUT TIGHTENED TO APPROX.25 LB/FT OF H Q o W ;4 I I I I 1 FOOTING Z-0 xl-0 w/ 3- 5 BARS I 1 IL I I I TORQUE.ALLOW MIN.OF 3 THREADS ABOVE (WASHER. � W o � i= `-i I i I I I CONT.AND 15 TIES 0 32" O.C. I I -- ------------ ----L-I -1----1 L----------- ---------------------- ALL VERTICAL 5 WASHER w pp r-�--- t ----- -- 1 � I ----`-- � A v L ROD SHALL HAVE NUT AND UfA v O1 I I 1 8" CMU STEMWALL w/"5 DOWELS 1 W U- I - + 1 i I 0 I + I AT SILL PLATE.SPECIAL ATTENTION SHALL BE PAID \ H H d � I I t 1 1 1 * 32" O.G.,FILL ALL CELLS w/GONG. I I t - I + 1 I 1 1 I 1 1 + 1 I I I I TO PRESSURE TREATMENT OF SILL PLATES AND Z � �I I I I I I ------� 1 I ISOLATION OF METALS AT 51LL. W i---------- I + I I t I r-------- --------� I NOTE: II I I I L------ --------- ---------------------------1 I I 11 I 1 x __ _ __J ALL TRUSS JOIST AND LVL BEAM DESIGN BASED ON 'x I I I + L-------- ------------------ -------------- ---- I + r----- --------- A-10 I I I I I I PRODUCTS MANUFACTURED BY GEORGIA PACIFIC d 1 I 1 _ t I I SEE ECTIONS FOR BRICK EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS ARE I + ----1 i L-------------------------------- -� - -- -- I + 5TEP FOOTINGS, TYP. ACCEPTABLE, - ------_ J I 1 I I BRICK PAVERS ON MORTAR BED ON d 1 DATE OF I I I I 4 THICK 3000 PSI FIBER REINFORCED Nt I + 1 I I CONCRETE SLAB ON 8 MIL PVC VAPOR I 1 BARRIER ON 95% MODIFIED PROCTOR w I I (i ISSUE I I COMPACTED FILL w/ TERMITE TREATMENT, TYP. O i l i -I� 0I-05-CCO I1 L-------------------------------------- ------------- --------------------------------- CORNER -------------------------------- I I C�ORNE R OF ---------------- ----------------------v ----•-cs--------- ---------------o-------- --1� I DRAWN BY: EXISTING ' I L------------------------------------------- -----------------------------------------------------�II - HOU5EHHECETP N O. OTFOUNDATION FLANMAIN 0 '\J7 cGALE: '/Q 1'-01 A-12 C�ZO AYE REVISIONS UP ACUNI f 24 161 O.C' 1 511 1,106(7 LU626 w/ 4-10d 0 A C UNI I OL ES 4 4-10d x 1,2" TO J015T YP. ,A.JO 6T 2x LE IER P.T.ZAl BOX BEA 2x g I& O.C. - =: pq z w SIMP60N IU62.56/14 wl 10-10d TO BEAM u /2-14" LVL I& RI (0151- IL U �j U rA I .8 W/ 0 R TO F�ATE TER ryp5IFAIR ' HT5ER 141: DE 3-2x1 PE4DER 5-2XIV2 F-4 14" RI I O.C;- SIMPSOR IU52.56/14 w/ 10-10d TO BEAM w cl 14" PRI 40 's 16" O.C. x EARt*W L 5 LOUJ 01�j BE A� -14 LVL �EA M I I I f—SIMPSON IU62,56/14 w/ 12-106, TYR. 3-16" LVL f3EAM 2x8 16" O.C. SLOPED, SEE FLA] 2 LEDGE SIMPSON L$$U210 ui/0-10d TO LEDGER 2x(o-,C.ElL4Wj-,1� I S-T.S- NOT 6-W 0- IN OPEN TO FIRST FLOOR 5IMfz•4;N L�O t 6-106 :A, 4 1-10dXV/2" TYR, 14FTER SEE SECTION BE RING I*LLfEI-Oq I 5impf7x L530 w1k le," f�R140 le," G. 51P50 330 w/ 6-10d Ill" TYR.E .RAFTER ro-10dx1l/2' -YP.EA. RAFTER 51MR60N P2.5A w/5-6dxI'/2" 0 :511*60t 1 12.5w/5 E dx I RAFTER 4 5-Sd TO PLATE c0 R4-TER 5-8 TO F-ATE EA,RAFTER �4,R+ rER, A A A -6IMP6ON HCP w/6-10dx1l/2" EAR LUL BOUJ I I -- — --- L TO PIP RAFTER AND NG AL EL 6-10dXI'/2" TO TOP PLATE 14' -IRI 40 147 OC 04 \rz NI -V12 --61MFSU6256/14 w/ MIN.HEADERS BEARING WALLS NOT NOTED: z -IZ)d T' BE 14" PRI TJI 1015T' I& O.G.§ A-II U w x AT 2x6 WALLS; C\ g4 x 2X6 STUD WALL SPAN 0 - 3'-4",3-2x8 w/ I JACK STUD EA,ENE) 2-14' LVL BEAM $PAN 3'-4" T-0", 3-2XIO W/2 JACK 5TUD6 EA,END cn z 0 Z 2x8 16" ().C.SLOPED, SEEP N DESIGN LOADS: �Xb C�tll NOT 5HO I • SEE SECTIONFLOOR: A-10 DEAD LOAD = 20 P5F LIVE LOAD = 40 P5F 1 ' RI I 2 0 LEU GER DECK LOAD: A-10 DEAD LOAD = 20 P5F �,O FSF 2xf,,0 16" OC, LORE D SEE FLA], LIVE LOAD DATE OF 2xb C51L,�NG J( IST6 NC T 6OW ROOF LOL :6E- SECTION DEADOAD 20 FSF ISSUE LIVE LOAD = 20"F 0I-OS-Oro IF=t 5ECOT FLOOR FRAMING FLAN DRAWN BY: 2-2xI0 DONT. ecALE: 114" = SEE SHEET 6-1 FOR TIE DOUq ROD LOCATIONS SHEET NO. (A 12 S -2 @ AYE REVISIONS 3 A-12 2x6 5TUB 01ST Q AO C EILINCJ015 I ' O.G. Z -- Q U 2x(o CEILING J015T5 I6" O.G. FA,X GF AS R l IFY j 0 -- a � N w 2x6 CEILING J015T5 16" O.G. 2xIQ GEIL 14G X $T5 16" - U r NIMH Y-- ----------- W 2 A A-iZ t~ 2 A-11 11 11 IT-7-0-11 11 11 2 12" L _ 1 A-10 A-10 2x GEILI G T5 W' 0 O :Tw: 2-2x10,TYPICAL w x d c� \ 0 g � cn z x r-"� 5ECONID FLOOR CEILING FRAMING PLAN ¢ 1 SCALE: 1/4" : I'-0" A-12 DATE OF ISSUE 10-Ig-05 DRAWN BY: �Q SHEET NO. 05010 "REVISIONS A-12 III M 111 11 \ I Qi W O --T L L U 2XI2 IDGEIB 4�D I 2x I2 IDG BOA u r7= 14IMNEY F-1 Nu 11 Hill 31 - - , __ , 00 0 D DO R a R�1��N�5 PIP OR VALLEY JOIST TO TOP PLATE, 1- 61MR60N PCF w/6-10d xl'/2" TO RAFTER AND 6-10dA112" TO TOP PLATE, u E cn TYPICAL RAFTER TO TOP PLATE: i- SIMPSON P2.5A w/5-10dx1'/2" TO RAFTER uj cn 11 2- A F- AND 5-8d TO TOP PLATE. cn z LAST TW RAFTERS EACH SIDE OF EACH CORNER, 2- SIMPSON PZ5A w/ TO RAFTER A-10 AND 5-8d TO TOP PLATE,ONE ON IN51DE ONE ON OUTSIDE u TYPICAL RAFTER TO PIP OR VALLEY RAFTER: I- SIMPSON 1-550 w/ z o w 0-100110/2" TYP,EA RAFTER RAFTER TO RAFTER OVER RIDGE BOARD: I - SIMPSON L5TAI$w/ 14-10d c/) w DEUZ 6EE5qEET 5- FOR PORCH ROOF FRAMING ACRO65 RIDGE BOARD *4 P4 AF OR VALLEY RAFTERS TO RIDGE BOARD, I - SIMPSON PRC22 w/ 16-1061012" TO RIDGE AND < 2-10d)<0/2" TO EACH PIP, u Mi DATE OF L- - - - - - - - - - -- - - - - - ROOF FRAMING PLAN ISSUE SCALE: 1/411 - l(-011 01-05-oro NOTE; ALL ROOF RAFTER$TO BE 2x10 0 16" OG,UNLE5$ DRAWN BY: OTPERWI.55 NOTED.ALL EXPOSED RAFTER TAILS TO BE Hc3p PRESSURE TREATED 2x8 UNLESS OTPEREW15E NOTED. A-12 SHEET NO. oelolo S -4 A-v� REVISIONS A Q � w >mq u 4-- U I W I_ ___ __ W 2xe5 F'1-4T� ON 6/12 ROOF Rl 2 M 0 f AFTEI;'s 1 OL J u �\ � a UIQ , � p4 � ¢ w\\\ Z 5ECOND FLOOR FORCH ROOF FRAMING PLAN DATE OF �AL�: ISSUE DRAWN BY-. SHEET NO. 0�010 o S -5 (� zo Tsa ch /WE. REVISIONS ` - -2x10 3-2xi Ii 3 x10/ ME- - x � cv FF ,7I 2- x10/I 2- x10/1 /' / x ca 44 / / - - - — X cv / --- - ROOF DOWN REQUIREMENT5 W NIP OR VALLEY JOIST TO TOP PLATE: I- 51MR50N NCP w/6-10d xi Lu AND 6-10 xl x12 IDGE OAR ,'� - -- _---= d z TO TOP PLATE. xl2IDGE OA TYPICAL RAFTER TO TOP PLATE: I- SIMPSON 1425A w/5-IOdxl - — --- `a N \` AND 5-8d TO TOP PLATE. Qi I w "V X / ` LAST TOW RAFTERS EACH SIDE OF EACH CORNER: 2- 51MP50N N . A AND 5-Sd TO TOP PLATE,ONE ON INSIDE ONE ON OUTSIDE - TYPICAL RAFTER TO HIP OR VALLEY RAFTER: I- 51MP50N 1-550 w/ -- S-10dxlr2" TYP,EA, RAFTER AO F AFTE 5 a 14 OL TYPI AL 2xI0 RAFTIF ZS " O.0 TYP AL RAFT:-R TO RAFTER OVER RIDGE BOARD: i - SIMPSON LSTAI8 w/ 14-10d ACROSS RIDGE BOARD NIP CSR VALLEY RAFTERS TO RIDGE BOARD: I - 51MPSON PRC22 w/ Ifo-10dx1!z" TO RIDGE AND - — — - 2-10dX11/" TO EACH HI FORGP FROOF FRAMING x _ �,4 � P.T. S P T/B M, T P. / / SCALE: 11411 L IL / SIZE OF h510ERb .� 2-2x1 12 -2xl 2 -2xl 2 3-2x( /2 MI19ER OF JACK WD6 U EAGN END _ I �-2x&l �+ Q W 14EADFIR LEGEND W U SCALE: 1/4":I'-6 0-1 O F-I GUEF OTTAGE ROOF FRAMING FLAN z ��p SCALE: 114" = 1'-0" Q W w 22'-0" u ------------- --_--___----_---______-__-- -- --------------------------- - ------------------------.--- - ---- - --------------------------- � ° I I-------------------------- -------0 -----------------------------� 111 I I j L------------•-----------_-------- ------ ~ I I I i I I I I I ----------------------------- -------- I �T� I i t I I f ( I I I I I I I hii I I WASHER I I I I DRYER I I I p I I I I I I I I f I I I I I I I I 4" THICK 3000 PSI FIBER REINFORCED I I I CONCRETE SLAB ON 6 MIL PVC VAPOR I BARRIER ON 95%MODIFIED PROCTOR I I I I I COMPACTED FILL w/ TERMITE TREATMENT, TYP. I I I I I I I I I j j I I I i SLOPE DOIJN 2" 4" THICK 3000 P51 FIBER REINFORCED I I I I CONCRETE SLAB ON 8 MIL PVC VAPOR I I BARRIER ON 959-MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP, II I I I I jto I I I L------------------ -------- -----J I I j ---�--- -------- -----_ .__-- _-- ---------j I w l ' x a o ► ° I I I I - — --_ -- -_ I �` w o I I I I r----------------- -- ------------------ 0 1�4 � g � \ ¢ w I I \ z x a a Q ¢ H TYPICAL. FOOTING AND STEM WALL I I I FOOTING: 2'-0"xi'-0" w/ 3-05 BARS I w CONT.A14D "5 TIES 0 32" OL, I I L 1 (----1 � f -1 ►L" I I L) 8" CMU :"">TEMUTA1-L tut"5 DOUJELS I 1!I i n_ i I { ---- 1 ® I d 32"OL,FILL ALL CELLS w/GONG. I I I I I I rJ L_-J L___J ° IL----------------------- ------------------------------ --- I , ( 0 L----------------------- --------------------------------------j o I DATE OF A-1 ISSUE i----------------------------------- ------------------------- ------- �I-P>5-�,'0 DRAWN BY: A-1 WIZAM r-"� CLUE 5T COTTAGE FOUNDATION PLAN SHEET NO. 05010 SCALE: '14" : 1'-0" S -6 ton 'Pze41,, A , REVISIONS uP Nv SHOWER -q7 BRICK 5TEP6 LINEN CABINET rl it II II II TO POOL LIGP6 ELECTRICAL LEGEND r�1 5WITCI4,SINGLE POLE SWITCH, THREE-WAY Mh 4W e SLUITCP,FOUR-UJAY ArV f*&4L SUJITC14, RWE05TAT ' -- - -%" - - *4�1 - - - - - - - - pq Ww 19 (D 110V DUPLEX OUTLET FE 44 110V DUPLEX OUTLET w/MOUNTING HEIGHT u IIOV DUPLEX OUTLET,WATERPROOF cm01 i 4b Ii0V DUPLEX OUTLET,FLOOR MOUNTED if ASHER I WASPE 110V DUPLEX OUTLET,CEILING MOUNTED J--- IIOV DUPLEX OUTLET,HALF 6UUITCPED 644 FAMILY ROOM 220V OUTLET ll I I I I , I I i [lb IIOV DUPLEX OUTLET,GF1 00 6 BU ER --4 00 GAS ARGE LIGP D HOOD KITCHEN JUNCTION BOX do00 ABO FOUDER (----L-i Ek$ DOOR CHIME BUTTON DOOR CHIME 4 CAR GARAGE u L -1-j— I I I I I I IRE SMOKE DETECTOR - I I I I I I I IPLTVCOM13INATION PHONE TV OUTLET z FREEZER REF, F-1 ovENs Z_\' PHONE4 4 4 e4 ICE DOOR --I F- OPERATOR- - METER TV,GABLE LIGHT FIXTURE, CE)LING MOUNTED LIGHT FIXTURE,UJALL MOUNTED WINE PANTRYL LIGHT FIXTURE,UNDER CABINET MOUNTED 30 ' 3 L_ — — — — — — — — -J L- FIREPLACE -1--=FANEL5OARD, 12" TO TOP DOOR ) N/ HIGH (V TO HIGH OPERATOR DISCONNECT, 12" TO TOP EILING ENTRY OPEN TO ABOVE Po r u DINING UP 10, DOOR CONTROLS CEILING PAN Z SINGLE %ITCH, REMOTE CONTROL -- -------- // Fail w F-11 PORCH 4' FLUORESCENT FIXTURE w/7-40 UJATT BULBS c/) C.) Imm ELECTRICAL CONTRACTOR 614ALL PROVIDE COMPLETE SMOKE DETECTOR SYSTEM El AS REQUIRED BY CODE DATE OF ISSUE 01-05-0(0 DRAWN BY: HCsP SHEET NO. fR5�' FL00fR ELECTRICAL PLAN- O5o10 6GALE, '/4 = 1 1-0 E- 1 zo Ay REVISIONS UP A/C UNIT DECK A/C UNIT RECREATION ROOM W Q wo zw A4 w w � U U w SEAT SNOUJER o 4Z DRYS � w �r 5AT 4 UJASI� TUB LAUND IL FATV -------------------------------------- PC'1 1 ER .� w OFFICE MA5TER BATH '�� KILTY ____� a I � Z 5 1 \ :Ec)) pLry " f ----------------- ------------- A 1 I COL IN 4 4 1 W I I I I I f I I LINEN- 5 5N, \ ICU + OPEN TO FIRST FLOOR 5 5A I H POW I I I I ------------------ 3 I I � I / I 1 � 1 I \ I , - I 1 I z1 I 1 / UP TREVOR PORCH r tv l L) Q H Q ow g w �_ --- z xx O \�\ W z E-+ MA5TER 5EDROOM W ry x PORCH�uP d DATE OF ISSUE -- -- --- DRAWN BY: NCP r`� 5ECOND FLOOR ELECTRICAL FLAN SHEET NO. SCALE: 1/411 -. 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I o D0 .co c°) � m _ O m -0 � � .n - EE-a � Q) y,,, 1 I Ca , 1 U U -a U 1.. y- - - W �_ ' 0 I M a) 0) m C "' L O Q) O Q) _N N y Q) W �, � coc � 0 .S c_ _ c a) c M N Z w G� � � i� � � � � ry � ti •_ •_ L a) _ F- N 22 U o = o-_ O Cl) a) •° o a) to �- ,� 3 � 3 3 3 3 3 3 E U) � a) •5 Cn a - c.) = - a) - �n c Z_ V �' v E2 a) J � Cmma) a) a) a) rn0 > 0 2 -a 3 w ES Coo0Omm �.!�. mmooa) mm ;: o= m = ;z ;: cam mmm mmm 0bomm _ 0 _ ami U) 0 0 0 0 0 Y N = N CD 1_ U) 0 � J Q t Q C c C C C t` C C to In C C r C C C C C C C C �t to C C r 9cLao � o � mmm aa)) 0 00 rnoM u- a J Z y oc > v _ > A- A- m 2)U a� D 0 c0 : a> > U) U) U) � wL � m = L N •= m � W QUU) = Q Q Co Q 0 Q o O � . CV C� 4 � 4a 4- C) 0 +a O m N p - a) I m (I) V.. N - O O 1 O C) S U N CO Z) U 0 D U N 4~ NN � � co CONN 0 = � O L 0 0 C U U U U U U U = v) -0 r 00 m I I I I m ... C -a I I I o o � � o o I o o a V COp I 1 U cc - -0 -0 cccc -aC,C � -0 cc 0 0 -a -0 'o m 0 0 c c c .a a) 0 O - _ C - - C _ U'0 c 0 0 U) 0 V N = = = p N N UCc V O N (D am p N O v. (1) ^ � N m 0 -3 0 C N 0 - - U U - V) \ 0 0 Y m m \ m � F- N 0 O F- H m I_' f (n \ \ �_ -0 0 =p*0' p "' N N 0 -°a v I_ i o O C \ \ \ M X c C 0 C C x C C � � C C C \ M N C C \ M x X 0 ca E m ♦♦ ° ° �'= w = 'a L Z 0 CT ° :«_. O c cc 4) l O N c V C 'C3 � -a x x c c x X 'a -0 'a -0 -a •- •- -a � 'a - Nr 'a 'a 'CiNr -a - - Nr � X � � 'a Q LO .r- occ `�� L N ' O C '*' 0 U UI c r � � ° CO) R Q� CO COO 'a -(3 '- - "aOOOCOCO 'a � COOO 'a � X XOOO X XCOOO :< aCO aOOCO O cm a O .0 0 0 U 0 � O >% •Q a) U 0 Q J., 1 0 CO N �+ rrrOO � � O � rr rr � � ^� � rr � � r � rrr Om rrrrr00rrT- a 'a a a U) O U COa m d � � ,0 2 C- - p c N N c a0 4) mNNr" .-� OOOOOON OQON i.� rt7M ^ 00 .-.^ rONN00 zi .0 " C N (D �� -W C-}a •� O 0 c ca OI-- m M •- C lL O E O •� LL rrr0000to �t �oNrrrrMr- COrrNO torr 00Mtir- NrrrM `O a) U0 Cr Lo C) c 3820 a mai a� L Q om c � 12 (D v� 2 = -� oo (1) .r-� � W Co � � � �' � 2 0C LQ 0c .0 � � 0 E U 0_ m o o c*-a '- - rn c 3 3 c rn ° Z, ax) t C.� CL° I_ O U _ °) = -a .3 c ca U) ) L •0 Q- ° N F- o LO yQ U) 0 N is 0 U) Cl) a) c ,L c a) O Q x ° 0 0- °- Q U = LL LL LL W W LL Li li W LL 0 C c a) c •-1 a) m •c m -W a) '3 }. _ U LL a a a ° - ° o O = 0 Ln- c O Cn c .0 - = o a) cm (s � a) a) 0 E a) o a. a a. a a a o IL �, 0 «r c CA C>1+_. 'C0 O I- � 0 -a 0 c c 0 0 0 N _ U) 1_. .r m Ca m L = (D > '0 +-• I 0 LL ^ V) U) fn V) W a LL LL LL LL LL LL ll. V) (n Cl) W Q O •(n Ca 2 co O o 0 0 cn m -0 3 = 0 0 -a 'a A _U C %I.- aLL o � � � a � � a � Ina,, C) a a aC000a Eaum' § Z E .,- m m 0 U 0 .. L O c m -C3 0 m - - O r �t d O CO N O O ` ti '- m 0 a � 0 = ) � � 0 c- C O 0 O > U O N > .� _ '�,y C � d N NN (D � rO � � O � C� (nV) V) O co� Mrr � 0 (D _. �, U 'a 0. a 'U = L U ... 0. C O m m Cl) = L O L V) I` r. r M L r. N L L r L T- L L L L- (1) M r r L ` I I V O :Ll .n � I-' � a) � cv c m m -a o U U 0 m � � 3 rn Q C) mom. 0 L o co 0 0 0 0 0 0 0 o E 3m v) cQ- mem - cU m Ma -a a) 3 I QLm tQ o ^ -° a �, 0 a) � CQ ocn Cn v v a) m L Coca -v a) m �, Lo - aaa a � a � aaa � aaaa aaa. Baa CL �, �, � ° � U m Cn = L "_' c m rnt - = o �' 8 c c � L 0 Qy m = � (D o v m V � >• � a aan. � �- ?- � >• >- >- 0- >- � � ?- >- >- >- >- >- >- >- >- >- >- >- ° -0 _ c C 0 *a ° -p Z O - c - CO) 0 A m C 'a 0 0 U XCp �• N w v) I ,-) V) � � � � (n (n (n (ntn (n (n � ( 1-) 1- U) (n U) U) (q U) U) � U) 1- U1- ) 1- mII aja) c y_ L m 1_ - O = 0 O •aW a C rN_ CL 2 u_ ca = -ma U � U 3 m O O 'dU 0 "r c C N Co 4M X-- c � U) c O 0 u') C) T- Lo � � ti (O C) 0000 r0 COOCO000 c � v � E 2 m 0 �• ca c` = I- U C 0- � ca CLa c 5) .- L 0 m .-. *•0 0 cu , 04 (y) OLA 'qlMOO1td• rNNI- f- M () COtn 0000 COOCO 0coMMd• caN0 - 0 c°> cZ E � � -° `� � � m E ° }' = Oc a) mn. Cn '� J N -d E o _ = NNrh COd- I� OOrrr � torl` r- NMrr NNr LO MMr- rd c� o L a) m L 3 y 0 a) -a w = m I_ 1- o aEi a 0 U y;,l 0 _ 'O _ y c- (U y� C a) .r "'a E L to 0 L _ V A- N U 0 m a) 'L m _ L c0 o � EU O Q- cco � = O c c°> c°a �) a' = -v . . o o m � a~iU � V 3: (D x °' E2 a) vW °' oLO cn o o � = c � s y 0 , 00: m ` i CA � � CD a c c a� too o 6M0rn0 C00 N +r 3 < O U =1 SE .g) N Um 7 0 N -La 0 O IT 1 L mm mJO 0 � I_ C 'a 0 (D 00 � N OCOM CO � q � 0n mw m Q C - � _ Co N C w +r c O m = LO 0 0 r r N � co co CO r C11 0 '- _ON 3 C A U) A O 0 = 0 E 0 U L 0 O 4- -a = ttCO OOCONrNO N _ O 0 = m N W .., -a y - = m C 0 3 L m - a) I_ = O M QQ QQt Ur � Nd- CO � cin- ° .0 ° O 0- c � = Z -0 0D a) 0 1_ = a) L .a L � -a .r 0 0 O 0 � oCO Q QNMrNQrN - � f- I- I- HF- HV) V) � � 222 - > 0c = a) 0 ++ O Cl- C 0r - '° 0 r c - a) 0 O U V cU)C 4- v L .c o 00 0 E ami � _ mmU) V) NMOO � WHF- � F- U) I- � I- Q2adF- ° _ U (n U) U) V) Cn (n F- F- Q v) 2 Q Q -a I_ V) m o Q C O c o a u) .0 o y • C V) a) m V) L c ami Q oQ a`niN cn c � > M Q.0 CD � - Cn L- m 2 Z v c � M = EQ -czUV m _ = m aQQU � 222222222JJJJr2 � � � � � � � � aacn �ncnz � NMvI6 � L `mac 0) r_ acv) 0 a) n. o0-= 0 += .aN a� N a c � to cca � ° morn o � � cao � v m Cn co _ N xm Cn , c }, 00 a) L0- � E �' � 3 ° mom _ � 0 mE �' m cno0 om o = �acn _ ._ c CO N � y 0 0 O V 1L_ 0 U C o � Q, 3 p ca Z " U) C (9 O N O (� A N Co Z U L I- -a 7 -a •O m ° c 0 E C a) = •- O A m U L M 0 _ > 0 - a) rn 0 3 c Cn a) O •« O = � O 0 3 00 = Cn C Q = _ 0 � 0 ~-' a) H c _ O > a .a •c o _ ._ 3 cn m C v L m .E U a? U co 3 c -a co c U _ O U) m I- 2 cQ c E 0 E c : -a O 3 y m a cn o a •v = 6 o U7 c O W m O r c 0 ai c ,� Q �0 o Q a) O Q m >° c� 0 V E cn j C m a C a) = 1� p) a u- 0 �0 1_ ° o ...,_c m -0 0 `-- w� '� ` E N �' U -a N N V) ` 0 OO L N _ N N N a C U O � ca r O 5, ` 1..; C= :- m ° li -a O -a �+ N - •- +, cn N 0 C 4- m U - cn = .4 (tea L Q = 0 � 1 � �-. L , 'a LL O .I-- O 0 0 L O U 0 a N O C m 0 0 •a) I_ a m E O U I- N a U 4 $-.. x-� S '�__ ,___, O O _ ('J 'c E _ 0 0 0 : C o = = a) '� m cLa c U) - c oy $-_ c - - G v) = Um .� ,� � c .� - CnUm Cncn a.cC c, m Q � c mQ x (11- � � Cu � '� -- . ' � � � .._. 3 3 > m 0Lc a) Eh0a) *r _ cn - , O - 4- m L U - - - --- --- - - 0 = _ = Q ca m L O = -C a:3 o 2 - O - 0 w _ = QT- WW Q n � + QZ Q cn rn a- ° U Q 1- w4- -� 4.. Q .. 0 Q -a Q ¢ E Q o QQQ - � N C'7 d' V7 CO I` 00 O = r N M d' 6 ', (O * I I .1... L 0 n -a > N = C ^ y O a) -° o 'er >- r ,,_. - 0 'C = C �3. '� M m N a) c a) C c 0 � Q U •n .L L = -2. O C c 0 p-�a `I-- O to 3 0 CL M O .- U m . cm N I S 0 o 0 0 0 E = Cl O O 'a 9 N E (D 13 .a CD ^ V w N O CV c LO m Z. 4= E B .w *L- - - m N OL -C'p E , T c O O C) 2 m co c i/i C O 0 U C :,_. r 'N C � +. 0 m a c c >_ p �p _ O 0 a) L � O - O Co to h- L 0 a U 1_ . 0 c &- E 0 O U 0 �. _ O 0 ,r .o N O 11 r Cn .I... I_ _ 0 - N 'a -a N Q m 0 0 ti a 0 L "- 0 U '', U `+- C 4- 0 or L ./.+ U U V) O ° N m E a) -a 10� 2 C L = L .2 X E = L 0 _ •D = LN- �,? - U O O (1) 0 O m N 4- U Q Cn O O co N 0 C m O N += "- U m U 0 1_ •- m m a m O a) c w 0 = n - m a) 0 0 0 c m -W C a) -W _ 3 °) -a mr 22 m m m = _ cn C -a � _ o 0 m c co Y U O .@ o U O a) 0 ''' O '� c = 0 0 m O D U) L O ,- 0 m y 0 0 +_. L- N 0 O 0 >+ -a O O .a .4- M c LO co CD C An ' c U 0 O-is U 0 O c O = E 3 0 U o m - m c m O O C 0 .. to Q m O r 0 M O U t O E a) .a = C N c N U *' •a +_' m -a I- O N a V m r (� -a ; ... _ `. O N U c a U U 2 CT 0 0 U N O a) 0 m = ca V H O ^ L 'a M CO 3 >, >+ 0 C U C d + C O _0 0 m y, 2 � O .a cn �' 0 0 to m I_ - -2 0 E 0 0 m U) Q. - L N I_ L �-• Ca m U c 0 •- r cn = C U 0 U L C C0 U .I..' L 0 E C O 0 L - U (N m _ L U a Q m O O U C I_ U O C 0 T- C o �. c V o O _ :S L- I O m m m • a s CL O *- U - m c r •- 3 > c ... a) rn 0 3 O m o -a 0 � .� N m a_ .0 � cn Cn cn a) _ a) 65 O v Q - 0 3 o U r O c A N 0 co O O c U) c 0 Z.' °�-) N x c@ = � L ` 'V c -a o f W C .a 5 Cl) w U 2 a) 'o o o EM c m -0 0 mU a ._ o f -_ U cn 0 _ a) o m *- 'a TF U L m m m O L 0 m C O C m •- -I.r L- m *, = L L U 7 'a On L.. G M C N 0 0 U •-• "- 0 O ".-. � U 0 C 0 O O 7 0 0 m N C b O '> _A Q Cl)0 0 C 0 O C m U C m O (]- 7 ( O ... m 0 0 •+- 0 ,O m C E 0 0 vN O +, y_ L C 0 0 L +, c 5 = U O 'a 'a U 0 0 U m U m 0 C C 'a 0 E _ _ m L C 0 0 • O o _ O 0 0- m r O a. U) � O - o c a) 0 0 -cr D) 3 L 0 � = c ( _ N m � c � o o ° 0- CSL o c -a -0 0 o axi 0 U Q •3 = . _ O .a L r _ a) O N m U >+ a) _ C E U �-d a= a) m m ,_ a) a) -a _ - 0 CY) = _ cn = r U cu - •1_ a 0 m E E a 4 = *.. m I_ = 0 a... m m C _ c 0 -o CO = 'a 0 v E a� N U ° � � Av)U -a _ mma) cccaE YOa) � CnOU O ,� N -� E � � � � No yo N 0 cn ° a? m D .°cam � � m c � M OaiU � a° Lo Em 0mc c E or -(3N � L0 � a� ' o ° ("_a °• a o � � cn 2 •~' 0 >, E = o � a) m m c 3 3 4= E a m I_ L a x x -. L m L _ U M Cl) - E CO 0 L m 4- �' I_ m � m 0 = a 0 0 = 0 0 � (a a - 3 U a 3 a o L cn E - u) = -_ � a m a) 0 I- 0 L O C Co M a 0 ° I- - O . . Co ,n N O O .1.+ > m -a t� E N .O LO - cn = = L 0 0 I- •6- _ = 0 O U) Q U a 1_ O 2 • Q .- CD 0 V •� I- 'a a) - 0 0 L ._ 0 T L 'a yr -Cr *; cn ` U O U a) 1F- m _ E •O 4� '�-1 O -0 C c C = 0 0 m a X = V, 0 C L L _ - Q 0 U = _ E C _ 0 0 m I o _ -a 0 ... 0 y_ .- .-. �«- O 0 C 0 C 0 "- O CT 0 U 0 m C E O m I_ 0 L 0 v- _ ►. O r V ". m L 0 O a 7 U m m •a 0 O > m m m .+ m N O _ ` U ._ - .0 0 a U a) - m N .... C D r m 0 � c►U_- o U O N = O cLa C CO m .0 0 a -a 0 .0- 0 M W 0 m O +� 0 0 -a 0 0 = U 0 = cc _ }. = C - L m O O 0 C v- O E �o _ ca _ 0 U L .O -c U 0 0 y _ C C = O U Q O a _ �. L ,-. 0 0 0 0 E U 0 co O m m 0 co C I L M 0 O U (� .-, y, �y o r ca a) L a) C .I... .... 'a C _ 3 3 «- �a0 - 00 U 3U OU 0 +? -a 0 C CM - N m ; U) O a +.. C - - >, 0 E _ m 0 c cn �. -_ 0 I_ a 0 0 - 0 m I_ c c L c .� .0 r C 0 0 0 c � N m o is O ,., a) m -0 -0 O E a 0 O O 0 c 0 0 0 C 0 M 0 0 c N 0 a O > U .0 I- H- "'' O = = m 0 U `~ to 6 -a O N N a m N is 0 E a C. - 0 L _ 0 c U oNo a N °D0 ocacv (u E .� CD COU� C = w CnmCncco (6 0L- I- Mo mom U m0cnxmcn m a? = ma) � ELo m * .� 0 0m 1� E a) E = m m 0 ;_ o 0 0 co a) . `-. L U 0 Q m C 0 C -a ..- r O c C + 0 0 L _ O U L L E .-. rnU rO L0 a__ U Q Qc = maC L Cnaa .- E � a) ;� a L O - -a 0 0' a- ate -0 _ C = '" 'ao °� - 0 mxxo0 rn EEEE > � 0- U5 - c o ,,..- 0 v- m U) O .f-. L 0 X '2 0 m 0 C r L �, 7 A O L 0 _ m 0 y_ l- 'T = U 0 .a 0 0 m 0 a c _ 0 '� ,� O m a 0 r m m 'o O c •� U 0 0 0 C U 3 U C a a a a O O O y=• 0 - 6 m 7 O m O U •0 Q a �., 0 _ O 'a C O O 0 O 3 I_ A 0 0 0 C C _ m _ -a ' -�' � E c zs� c=nUoo � o +- 0 '3 __ - pmt° rn � � EU aE �'=• 'o ° cI� E a) a) 0a) Lo °: o � EEEE :G C). . . = � � _ � c - E (sU C *a) 0 > m U E O m O 0 c Cn O 'T O m = Q m U 0 0 - 'O a 0- 0 to a ,*- -1r *-, �+ N- 0 U L a c 'c 'c O 0.= m = 0 0 m (a >, 0 ... 0 L H L L .►- c L 1_ m O _ Ch � Ln 3 0 0 Ca E -0 C C >.LL02 a O a 'a Ln N 2 N � •C L L ,�O O - 0 = 0 L O m E = 0 N `- "-' m CT O c m O a) 0 C m II 0 II U _ vi a) C or ti O O F- is O O L m r U U U U N U a) C '� '� '� .«. R3 m Z 0 0 0 O a E 0 = ca c U (n = a -.- O ..r L .- U m U E E C 0 U a r co O •... U) _ m c L C = - - - c = . a � E C 0 _ - Q C 0 J CTL 'a C Q C C C C O ,, to c _ 0 L 0 L O = I_ (a C J C L O ' C U to 0 U 0U) � Ut� a 7 m C O Lr a CQ Co 0 O O O O O L =.. rCONCO .r co 0 0 OO p) � L m E :E O > O 0 O - L 0 C V = U m V U C E E � ._ ` O _ N _ a = 0 L _ E U U U U V O Cn a)N N M d' C O 0 L IL "� 0 C U 0 2 o = o . . m U = m 0 •I_ U O o .►., 3 C. U U 0 .- -a _ + . 0 A I- O I I f 1 i i a C 0 "-' ,.• m U A m - 0 "' ca -a ''_' M O (a ca 0 _ 0 C O 0 Uy m m a) • r = ' L O .0 "". (n C i i i i 1. 1. U L 0 t v- O m 'a = C 0 3 -0 0 = _ +' C `-' U -a X X Cl)0 m O U .+ 0 E m 0 `I- "'' m 0 E 0 > m :._. C co ca c c W NL Door "-' 0 v QN - _ mm -0W ccQn a) mX0 tm� oq EmQ (r '3 ° o viiri 'viiri E m v O ... � Cn � co CC co m 1 1 1 1 1 1 � L L L L -a 0) o A- :c •+-• = Ca C 2 2 m . I f I I a I 1 C m m m m 0 •-,- C C = c W O m N V 0 O L E (a J 'U m OI Cri U v� = L E �}; E .0 C N \ 3 N a`' O 1 ' - ' _' E U C V _ (1 U L m :� '� V C_ U (.� U ++ m 0 L L a) C 0 U r L O = LO 1 1 N N 1 N ''"' O _ _ _ _ L O L V (a m U m E U m C O 0 L ° 5 ° a 2 c m _ m .0 a 0 >' 0) 'a C O _ _ _ U O 0 a .r a) - li C I_ C 'a y_ ,U U ++ a ` C 0 A, 0 E ' 00 1 1 � � I � c E u7 CO I� O 3 0 = E >, m C O = +, m v.. L 0 O E > a O ,,_, O 0 _ _ Cl) V U *n 0 LO 0 `) O ca O - *L- C U '3 _0 a? = U '0 _ 0 C•a O U C a) Ce) N r r N N U .E k *k k C 0 C •c = O 0 -C m Cl)e "� V = - m a _ U CQ E O m c C CQ U 2 O m ca m .. - C_ CO �+_ E m m 0 0 0 0 0 ** Q .� 0 .0 •� C O I- U Q �. C� _ fn m F- w L 0 tT ZT _ O O 0 +. L O = .r_ X I_ O c 'a O Z - - U U Q � o � QU X00 -0 I- cn20 QECoo0 U) mmL = . a) O C: C) 0 < 4-- M Q (a _ � W _ � � V O � N M d' u') w r N C6 4 L6 11 r N C7 '� lO CD N` c6 Ci r r r r r r --- I * I I L * w ` -U) C O N O CV = c .• -a N L 0 ° ` 0 _ � 0 .-N C iT 0 m C O m m m 0 0) 0 -a 0 U 0 L O A- 0 "� - C01- _ U O C 0 0 C O 3 3 -W -a 0 '`- -a `tc r- .T) � o a co om � .. a 'Qo c C a) amid `�- c .vO = 0 �a2c- m U � o- o ° _ CL) 0 � � � a) m (60 -a a) U �' D. � � a �� o > 0. o m .G 0 m m c E 3 Cn _a 0 = 0 ° C O 5 U Nm L � 0 c a) 3 0 = : ai m � c *- E0 � " NM E ,5 .� � � = c LL OOO rn- \ = a) � = 'E 0)V � :a Zvi -aa) 0 � 'Cn 0 = L � 3 ccs: a) 0 c _ oLo a) c� 0 o m = c 0 .... C ,` _ O U a) c a) O oma. = c m o U *- U -a o a� U) z o m _ - o � � m ,., r � o � a '5 a) L •c 0 ° m 0 c O 0 = _ W w �_. U O "-' m 0 O c C O 0 M L m 0 C J .0 0 'c O a) ca = = r_ C O C: O 0 C :� s • c a... 0 � _ *. - 0 a) _ � 0- o .._. 3 E m a a) = cn -a � Omm •I= � -P3 a) O Ea) 00 CE - >, �°, a, N U - E0 >a, }, 3 ' -a E m � E °� ° a� °� 3y m - � O M 3rn o > > :am - via) 0c 00 ma) 'o = cc 0)is0 O :a m O3 a) E ,� �; 0) a) o ° a oE -aa) a) .3 :� o _0 c .,._ .a N C I_ �, Y 0 *+ L O N Z) +, C - -a L C c U > «, 0 L U +' C 0 C O 0 0 ?� m o c -a m m = 0 0 *r 0 � c -W O Q N _ X O c 0 Co Z a) *- m > 2 a) •- 7 m C m `' � •N 0 = '� _ >, (6 0 0) a m 0 'O = -a L N c 0 C 0 0 -a _ I_ -a Ca o a) m L v)- a) .` m ,-• m 0 U m 0 O 0 O 0 a m U Ca .1_. 0 -a 'a vj m a L C 2 - 0 E 0 0 0 a 0 - C 0 = oa " _ �° � on 5 c 3: (I) rZ 0 (1) 3rn � ocLC � Ca) -a a) I _ L _ Ua) - � _ ... a) \ m = �' m O C _ ,, _ 0 c 0 C O O O m m L co O O .a u7 3 a o O m - m = U) Co c ••., O m - = Cn = m 0' *- a U O 0 a E L L' O 3 °- .., E U 1e a c h ea O r I_ a �a ,Cora 0 X 0 ,, . .- ° ... 0 *- C C Z,- a 'CA ) .3 m O C m- ''' :a O 0 m _ .� N 'a 2 ' U C O _ m = .0 0 ,.: > _ I t LL `:.-1 0 cn O 0 C1 L c ,,,,, 0 O mm __ 0 O 0 'a L 0 y- 0 � O U 0 m O 0 O `� 0 0 m 0 0 C -a 0 N 0 O c Cu C cL- 'Ocn m � U •ate CD -aa `- m �, O 10 E .x o c CnE = c E U N _ o CL_ O 0 O E -a *_' 0 O U -a E to U a U) •� O � 0 0- L _ .- > 0 •a C O m = N O 0 = -a O U O O C m E c '0 m N U ,c U C -L0, 0 y_ co >+ U O ^ .,... to > 0 C Y •� 3 M 6 c 0 C .,-, c 0 a a m _ m �a 1_ C U) E (O L = O a U L = 'a •a L .- ca m O 0. 0 -a U I•o E N ~ a0i = a c aCi c 0 U c •.2 c a) c X c)�p c = N a) m m 0 0 E E t6w) .�. -0 0 c 0 >, m '� 'a U) j C �' _ 0 I- r 0 L- C 0 O Q) c -'a - m •�•, C U m L- a) O 0 a 0 m U. > _ N a 3 a) � a) 0 A- m C � co U m zs -a m .= ;� U c E - -0 U) I O E a) m O � O o .c Dorm \ 'c a o Lu C C - 0 o L a U L a) 'O p a) Z O � 0 _ m L m C O L 0 0 �O `�+_-' m U +0.. m 0 _ O U O 1_ >+ 0 m 0 3 L Q 0 L 'a _ Q C U �, 0 1_ C , C - E a *- M a) _ C -a � >, a) ._ E L � -a Om 0 ot- 0 �, O oc U m a) a) O c o r (D aoma W (I) LL �' = C m L O U E �- L .a a 3 c C C A u0i _ "- o = c y U O U Cn 2 '3 0 m 1_ _0 a 11 co O •- o m :E L ° 0 = O O m O - � M O 0 O *-I O O m 0 L O a) 0 , C) O N N 4- C a+- c `I- m m c- -2 m 't3 m m L 0 •r- Ca L L O - Fu E m C N a >, -a -a U N N W = .2 N Q L m m 0) ~ cn a) _ ° O o c Q a C c=n O »-• _ .- ., c0 L N m 4= 2 O O c U L 0 C _� 0 0 0 o -a 0 *- 0) .0 *- O C *r vi ''_' c 0 m L 'a 0 _ 0 . 4- - U � m = C r 1 c N > Q 0 .. _ \ m O n 0 U 0 1_ 0 = a (a c 0 U 0 3 _ `�- m L U %I.. E U m O C co y c O U 0 'a O o 0 '� 0 0 to *- C E - = O 2 C U Uf to ^ .Q ca io O CO +. O O 0 >,*•, �- 0 Y tm U O U O L '•p C a) • U > 0 C� U m 0 U U 0 c m 0 ,-1 >+- U O 0 c -a ° CA c i. - _ 0 tCf 0 �, C +. O CA C 2 0 N M 0 U 0 0 N 0 - c 'a n a 0 0 V L L O _ .� O .0 L _ C W 0 yL+ i L N N ClU) ;�, r ',00 .r L *.+ 'o = m O m F- O a 'C �o a 0 a N = C _ U c 0 a 5 a3 F- a EEEE a) a) � �, oc . - 0 : m0c .n3 � _ 00._ ?' 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