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Alicia Lane 2216 J • GENERAL NOTES AND DESIGN CRITERIA DOORS, WINDOWS, & OPENINGS. ELECTRICAL SYMBOLS. t FINISH SCHEDULE. - GENERAL NOTES AND DESIGN cR1TERiA $i S IW3L E POLE- SWITCH. ROOM FLOOR WALLS CE I L iNG TRiM REMARKS $ THREE WAY SWITCH. FOYER �R�� • DRYWALL =9-N E 1040 rlECE 1. CODES: STEEL N�uLATED ENTRY DOOR SYSTEM (2) 2'•6'X8'•0' PREHI, s W/6' JAMB. a TILES. dh'ioOTN. DOUR cl�otl . edltlonb) 0 $. FOUR WAY SWITCH. DINING cAI�ET 4 PIECE - Standard 5u11d1ng, Code (1991 Edltlon), ACI, ,OTIC, NDS, AWPa APA 1'' L at�t STEEL INSULATED EXTERIOR DOOR SYSTEM (2) 2'-6'x6'-8' FULL LITE cRow PANELS W/ GRILLES PREHUNG W/6' JAMB. $D LOUD DIMMER SWITCH. 2. L i VE LOADS: REC ROOM T . C STEEL INSULATED EXTERIOR DOOR 3'-0'x6'-8' 6-PANEL, PREHUNG W/ LIVE LOAD TOP CHORD 30 PBF 6' JAMB. 6 DUPLEX OUTLET. LOFT CA>�T ROOF FLOOR LIVE _LOAD 40 PSF D STEEL OVERHEAD GARAGE DOOR 16'-01 W x l'-0'14 U1/ OPENER. % DUPLEX OUTLET 1/2 SWITCH PL� �D BATHROOM '�3 cERar�llc �, wiaTER REble 3. WIND LOADS: (110 MPH ZONE) E ALUMINUM FIXED WINDOW 5'-0'W x 2'-0'H OUTSIDE LEGS. 1' RADIUS. TILE6. ow • SWUM INSULATE GLASS. WHITE FINISH. W/ GRILLE. DEDICATED OUTLET It. cR1u�1 V t� 4CITCI-��N ASIC VELOCITY PRESSURE 22 PSE ALUMINUM FIXED WINDOW 5'-0'W x 1'-0'H OUTSIDE LEG t 10'-96.WEATHERPRooF' RADIUS. d61100MF3 F OUTL�T.INSULATED GLASS. WHITE FINISH. W/ GRILLE. BREAKFAST 4. MATERIALS: ALU'11NUM FIXED WINDOW 3'-0' DIA. FULL CIRCLE INSULATED GLASS. WHITE d` 'GROUND FAULT Ii�1TERUPTER. FINISH W/ GRILLE. FAMILY CARPET W . CONCRETE (NORMAL WEIGHT - 26 DAYS): . ALUMINUMFIXED WINDOW 1 (o' W x V-0'H INSULATED GLASS. WHITE ®R RECESSED LIGHT FIXTURE. _j \m SLAON GRADE AND FOOT INGS .. 3000 PSI FINISH. W/ GRI LLE. A Y CERAMIC � L UNDR TILES. REINFORCING: ASTM A615, GRfoO (LAP 30 BAR DIAMETER) I ALUMINUM FIXED WINDOW 2 -0 W x 2'W INSULATED GLASS. WHITE FINISH ®R_,IRECESSED LIGHT FIXTURE (EYEBALL). � W/ GRILLE. 5ATH OM M4 t,• WATER RE616. WELDED WIRE FAF3RIG: ASTM A185 (LAP 6 MINIMUM ON SIDES) � � � 1 SURFACE MOUNT LIGHT FIXTURE. RO cw • dNowER ALUMINUM FIXED WINDOW 2 -0 W x 5 -0 H INSULATED GLASS. WHi Q � E EDL RE . J D ND L TED L TE ` HOLLOW CMU. ASTM C90, TYPE H FINISH. W/ GRILLE. MASTER BED CARPET I MY s r�cE � � 12 • TY 'M 1 � V-0'14 UJE�4T�-4ER LIGHT FIXTURE. er�ooTN. cRoiu�. M,���ON �'Y MORT�-ti►R. ASTM C210, PE � ALUMINUM SINCsLE HI,p�ICs UJINDDUJ 3 -0 UJ x INSULATED C�L�4S5. WHITE F iN I SH. W/ GRILLE 4 SCREEN. MASTS R BATH cE"4 c R �,• SAYER ieEblb. o LUM5E : WOOD CONSTRUCTION ALUMINUM SINGLE HUNG WINDOW 2�-01W x 5�-0�H INSULATED GLASS.iN ACCORDANCE WITH CHAPTER 11 OF THE STANDARD ® FLUORESCENT LIGHT FIXTURE. TILES. ow 0 SWUM � . BUILDiNCs CODE. L WHITE FINISH. W/ GRILLE 4 SCREEN. `� OOM "2 crammT ti' MUIALL �3EDR �"UNDER CA131NET LICsHT FIXTURE. �'iOOTN. ALI,�'iINUM FIXED WINDOW i'6'W x 1'-0'H OUTSIDE LEG INSULATED CsLA�55. STUDS: SPRUCE - PiNE - FIR, MC 19, NO. 2 OTHER t MULTIPLE STUDS: SOUTHERN YELLOW - PiNE, M WWITE FINISH. W/ GRILLE. 10'-9' RADIUS. BATHROOM �'2 CERAMIC 40 UATER RE616. � to ® EXHAUST FAN/LIGHT iGHT COMBINATION. TILES. M • 6WOWER MC 19, NO. 2 ALUMINUM FiXED WINDOW 2'-0'W x 10'-9' RAD INSULATED GLASS. W141VWEI C"R7 WALL PLYWOOD: 5/8 APA C-0 249o' INT WITH EXTERIOR GLUE (CDX) OR ENGINEER AF'f'ROVED EQUiYALENt FiNISH W/ GRiLLE. 0 EXHAUST FAN. BEDROOM 03 CARMET tj'Woom FOR ROOF SI WHING AND 15/32' APA PANELS FOR WALL SHEATHING. USE APA PANELS FOR O ALUMINUM FIXED WINDOW 1'-6'W x I'-0'H OUTSIDE LECs INSULATED GLASS. WALL SHEATHING. U4 41 TE FINISH W/ GRI L LE.10'-9' RAD. s4DEMr�INE6TONE 10 ow bll M i PINCE SMOKE DETECTOR. LANAI bnlcco. a�oc:�c oow�+. cRo�u�I. ALUMINUM FiXED WINDOW 2'-0'W x 1'-0'14 OUTSIDE LECs INSULATED NAILS: Sd * 6' ON CENTERS OF SUPPORTED EDGES (IN THE BEAMS) AND s 12' ON INTERMEDIATE P GLS KITE FINISH. W/ GRILLE. 3'-0' RAD. i4 TELEPHONE. ENTRY INSULATED 19MSTOM ALUMINUM FIXED WINDOW 3'-0'W x 1'-0'H OUTSIDE LECA SUPPORTS (IN THE FIELD) FOR ROOF SHEATHING. FOR WALL SHEATHING, SEE SHEAR WALL 6T�o. NOTE ON SHEET V. Q © CA5LE TV. PANTED �• GWMALLL %a OW 6�.E � GLASS WHiTE FINISH. W/ GRILLE. 31.01 RAD. GARAGE oo ME FRAMING ANCHORS: R ALUMINUM SINGLE HUNG WINDOW 2'-0'U1 x 3'-0'H INSULATED GLASS PADDLE FAN. � NOTED ON PLANS BY 'S"%ON' OR APPROVED EQUAL. USE 'Z' COATED OR STAINLESS WHITE FINISH. W/ GRILLE AND SCREEN STEEL C NNECTOi S. ALUtlINU'1 FIXED WINDOW 2'-6'W x 1'-0'H INSULATED GLASS WHITE FLOOR JOISTS: PROVIDE SHOP DRAWINGS FOR ENGINEER'S, APPROVAL WITH DESIGN FINISH, W/ GRILLE. W VERIFiCATION OF THE FLOOR JOIST BY COMPLETE CALCULATIONS SIGNED AND 1 INTERIOR DOOR I'-3' x &'-8' 3-PANEL PREHUNG FINGER JOINTED JAMB, LEGAL DESCRIPTION SEALED 13Y AN ENGINEER HOLDING A CURRENT REGISTRATION IN THE STATE PAINTED. OF FLORIDA INTERIOR DOOR 2'-0' x 6 -8' 6-PANEL RHUNG FINGER JOINTED JAMB, TRUSSES ROOFT�� FA3RCATION SHALL BE APPROVED 3Y IC50. PROVIDE SHOP DRAWINGS PAINTED. � y SIGNED AND SEALED BY AN ENGINEER HOLDING CURRENT REGISTRATION IN THE STATE Cf 3 INTERIOR DOOR 3'-0' x V-8' (6-PANEL f'1 HUNG FINGER JOINTED JAMB, LOT 22, TIFFANY BY THE SEA, AS RECORDED IN PLAT BOOK 46 PAGES S4 4 94A FLORIDA. MINIMUM METAL PLATE SIZE:�1g 15 SQUARE INCHES AND DESIGNED iN ANCE PAINTED. of THE CURRENT RECORDS of DuVA1 COUNTY FLORIDA. WITH THE DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD ROOF S. INTERIOR DOOR 2'-6' x 6'-8' 6-PANEL PREWUIs1G RINGER JOINTED JAMB, ' USE 'MT812' AT THE ENDS OF EACH TRUSS AND` USE 2-'A35' , JACK TRUSSES. 4 PAINTED. o ALLOWABLE SOIL BEARING PRESSURE 2000 PBF 5 INTERIOR DOOR 2'-8' x 6'-8' 6-PANEL PREHUIG FINGER JOINTED JAMB, PAINTED. IT 15 THE CONTRACTOR'S FULL RESPONS151L.ITY TO INSURE THAT THE SOILS CAN SAFELY 6 INTERIOR DOOM, BIFOLD, (2) i'-6' x 6'-8' 3-PANEL IN CASED OPENNG, � _ SUPPORT THE SUPERIMPOSED LOADS BY 05TA NM THE ASSUMED ALLOWABLE SOIL PAINTED. BEARING CAPACiTY. NIS CAN BE DONE BY HIRING AN INDEPENDENT SOIL TESTING LABORATORY INTERIOR DOOR 3'-0' x 6'-8' 6 1 PANEL POCKED D�DOR. _ w TO PERFORM SOIL BORINGS AND MAKE RECOMMENDATIONS FOR SITE PREPARATION AND ,�• r REQUIRED 1N DENSITY TESTING. INTERIOR D (2) 2'-6' x 6'-8' 6-PANEL PREHUNGs FINGER JOINTED w 8 � , • • - - J AME PAINTED. 5. TEMPORARY BRACH: 102.53' A� ,P M pL�ANTIC BEp.ACH .. SHOWER DOOR (2) 2'-0' X 6'-8' }31�'�� FF:A1"iE CLEAR GLASS. � 1 CITY tYF � CONTRACTOR SHALL BE REBPONSiBLE FOR ALL TEMPORARY BRACING THAT 15 REQUIRED9 589 46 20 UJ _ — --------- — MAw0 DURING RENOVATION AND CONSTRUCTION REPAIRS TO KEEP EXISTING STRUCTURE SAFE AND r—— — --——— ———————————_— PLU 18 UNTiL THE ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ON DRAWINGS IS FOR THE COMPLETED STRUCTURE ONLY. � • CONSTRUCTION SPECIFICATIONS. H o � AREA CALCULATIONS: + + 0 ATI 1 1 FOUNDATION: CONCRETE MIX: 3.000 PSI READY MIX, 3/4 MAX11�,lM ACsGRECsATE .. . A/C 2813 SQ FT SIZE, 4 MAXIMUM SLUMP, 81 CMU ON FOOTINGS (CMU CORES • . LOT 22 + _ ,c, APR 191995 CONCRETEFI T. FILLED). MIN. 3 CLEAR COVER OVER RE `� GARAGE 569 SQ FT .' : . ;..: : + �• uilding and Zoning 1:3ALCONIES/ENTRY 482 SQ FT FLOOR: CONCRETE MIX: 3000 PSI SLAB 4 THICK (TYPICAL:). 6x6-10/10 U LM, • 6 MIL VAPOR BARRIER, COMPACTED AND TESTED CLEAN FILL. ,. • . LANAi 224 SQ FT U :•. : .:fi. . + TOTAL AREA 4148 SQ FT WALL FRAMING: EXTERIORSHEAR WALL SEE SHEET n FOR DETAILS. NON SHEAR WALL EXTERIOR: 2x6 02 • ib c/c SPF PT SOLE PLATES ON SiLL SEALER TOP PLATES AT S TO BE PSY . � INDEX. INTERIOR- 2x4 6TUD816 c% SPF GRADE.02 PTP SOLE PLATE$, TOP � PLATES TO BE 3YP. Z i�8�'�ro'20'E p INSULATION: _9-i/2 R.30 BATTS iN CE IL 1 6 R-15 BATTS iN EXTERIOR WALLS m co N�,,-3• AREA CALCULATIONS SHEET 61 RMA VENTS 0 TOP PLATES t FOAM SEALANT WINDOWS , � n � ELECTRICAL t PLUP'i81NCs PENETRATIONS IN TOP PLATES t EXT. N N ��' FOUNDATION DETAILS SHEET 1'4 SHEATHING, ALL BATTS TO BE KRAFT FACED FIBEWxLASS. w W.0 0 �4 v b *6 0�`Pcc / Q •• DRAWN BY JER 5ALCONY COLUMNS DETAILS SHEET 63 EXTERIOR FINISH: 5/32 ORIENTED STRAND BOARD (058) SHEATHING. SEE SHEAR WALL Q�'�vPN��NG z LL NAILS ON THIS T• , t �' OF G&�°N �� DESIGNED BY SPB L SHEET. 3/4 ST1St;C0 OVER FELT PAPER LATHE. ����pNN� �� SHEAR WALL REQUIREMENTS SHEET 1'2 4 03 ST= 15 SYNTHETIC T-INESTONE' FINISH W/ 4' BANDS • WINDOWS � � 0 N., SCALE DATE t p0�- SITE PLAN t� N/A 02-20795 TYPICAL WALL SECTION SHEET 104 ROOF STRUCTURE: PREFABRICATED WOOD TRtiSSEB, 24' c%, HURRICANE CLIPS OR SCALE: 1" = 10' �, SHEET of ROOF PLAN SHEET 05 STRAPS AS PER UPLIFT REQUIREMENTS, 300 * F15ERGLASS . SHiNCsLES OVER 15 FELT 4 %' CDX ,0r-F RIDGE VENTS, VENTED 3/8' ELECTRICAL PLAN SHEET 01 PLYWOOD SOFFITS. i y o do Y 34'-8/ 10 4'-0' 21'-4' 9'-4' 4'-0' 21'-4' 9'-4' 3' 2'-0' 1'-8' 2'-0' 1'-8' 2'-0' 06 3' BALCONY �- � z LANAI 5'-6' 5'-2' 8'-4' 2'-4' 4-169 4'-10' 01 5'-10' 2'-b' .04 701/ 0 4i-5 I-5/ A 10 01 ep A =J Z��Ui WWSV' O - -ZZFC o� ?O W W U O oF- O WZC a in �g g�i 3• 5'-6' l'-10' 4'-4' 3'- !'! 9'-I' Zp� z��O.- W� W P 000 Z % % n� Wp W X01 to 0 K CD O W W mwuu- 01 *g V) (DO oo a-v� O wo m ° B T 3 Z e o e a�oN �SW��z BEDROOM a oo i ozs W_0 s20 w p #3 WWW;- RECREATION ROOM R S m�v, _; / �"- �p � 00 �Ws Zmo0 10 6 4- 9-4 N o c? CARPET s ��da�. o�nW99 mc�i 4'-4' �+ S'-2' 4'-4' il'-1' '-?' 3'- 3'-8' �^ DN2'-2' 1'-3' 9'-4' � ' � A CEILING LINES - o - off i OIO Oa V* - w I oO � - DINING n - i ROOM 3_6 H - 0 J 3'_0/ I-1 co L / A DOUBLE ' A A A O OVEN r —— =-- FIREPLACE ---- A 4'-4' -8' 4'- ? Y / A M alecNED OPENINGS P O N 0 CE IL IVCs LINES f' —I,, zut LL 9"1 H Ib DEEP FLOOR JOISTS H - I EQUAL SPACING.TYPICAL. I I • 4 • GARAGE N N � 1BAT11 #412 2 Q I I I FAMILY ROOM � QI II II N 0- A E F 11111111 if -1 Aj 11 fill O DF A Cc% O w b'-8' 3'-4' 5'-0' 414' 5'-3' 4'-0' 10'-0' 10'-4' 10'-4' 10 [� a ENTRY I -� a [� z BALCONY ;� 0 a r-- 2'-0' b'-0' 2'-0' E-♦ 1'-4' A A N N � 1 lo 10 10 x Q a • • e NOTES A W A c - W w N 1) REFER TO SHEAR WALL NOTES ON STET '3'. Z 2) REFER TO APPROVED PREFABRICATED FLOOR JOISTS AND 0 °d PRE-ENDINEERED BEAMS SHOP DRAWINGS. m co (v Lj N DRAWN BY JER 3) ® DONATES 4x4 WOOD POSTS M INTERIOR MLS•6x6 POSTS IN EXTERIOR 00 WALL6.PROVIDE MIN. TRIPLE STU)S O SUPPORTS OF TIR1J56 GIRDERS OR N N N DESIGNED BY SPB 4'-0' 11'-6' 19'-?' BEAM tllFVRE POST 16 NOT SPaN ON PLAN. 4'-0' II'-b' 1g'-2' W 'Of �_8/ w om c SCALE DATE 34'-8' Q w 1/4"=1'-0" 02-22-1995 Z F- , SHEET OF GROUND FLOOR PLAN MAIN FLOOR PLAN d , 4 b ' I 0 0 CC) co ' 34'-8' FC4 MTS SPI SP1 1 3 4.0' DETAIL a DETAIL DETAIL NTS 3 3 s 3 NTS ) .� NTS � o 5'-8' 1'-4' 13''-5' 1'-3' 2'-0' bL V 2'-5' 8'-3' 1'-9' �Uzi Fwzmw w>-LY WWLL'mva�jH- L`0— t3 K K g 0U 8 s V) O O 4zp = 10 g-j W 0 � arJlpO �VCL ! N n oo �mW ui ! 5:12 o V !:�o � I2 - 'MSTA36' STRAP TIES w w v- 6 Q EAC" SIDE. USE 2-'STAIS' �xs L ao ZLO a I- STRAP TIES EAC" SIDE W w o BEDROOM 5:12 2 - 'FCS' FRAMING OF TRANSOM MELOW. �co,a N�o � ANG"ORS T t B TYP I GAL w m Q ! #2 `� SEE: SIM. DETAIL 1/3 0"-'�� z ! 3'-0' 4'-1' 5 ?' ( �-- 2 xro TU WOO 2- 2x6 CONT. WOOD PL ATE 2 USE I'-05A "OLDOWN S D _ �Z W�l,��j TOP t BOTTOM ON STUDS , 16' C/C TOP OF WD. PLATE w v W 4oJ o`Z 1-5 1-9 SIDES OF OPENINGS m c z iA ?'-0' 2-0' - s LARGER THAN 4'-0' ���o n m a WIDE, m � Z H 2 ON N J 2Z N O s �-v O W O � � o s 'SPZ' STUD PLATE TIE ��„ Z m T% 1 01 `v EVERY OT"ER STUD. ,,,o W = ! MASTER - 1 9 (3)2xQ WI(2)W PLYuD. W r CLOSET ! NAIL8 0 O'COC T / B FOR b'wI4LLS. H a I !I ! � 4'-4' 3' ' 4' ' ' ' ' 1'- - 2x6 WOOD -1 -1 4 4-3 1 orrm . ! ! -'" ...— .. II �II M• I6 4WOOD S1> [�] AO� L) a ! I I in 1111%vv"u 4qxb TRANSOM MULL U WHERE APPLICABLE U o O =� LOFT I a 2x BLOCKING TVP. w 00 .4� I 1� ! [� 4 a TYPICAL 4'-8' 4'-3' 4 WALL OPENING MOCKM TYPICAL � 1'-10' 9'-5' r N O • a , 2. 1x6 CRIPPLE Cf) N P :� �- —� �- OR USE FADER-8 � HANGERS.ITYP.I 2x P.T.CONT.WOOD PLATE � W W/IR'.x 8' LONCs A4CHOR BOLTS . U W/MN 1'.WASFERS 31'C/C H MASTER I I Li R=Lm � T-0' 2'-0' OPEN TO BEDROOM W =r 'SPI' STUD AT TI TI BELOW. PLATE E 3 - 1x6 CONT. WOOD STUDS EACH `SPI STUD PLATE F EVERY OTHER STUD. SIDE Or- WALL OF ENW38 TYPICAL EVERY THIRD SCUD. SEE DETAIL 2/3 SEF DETAIL 2/6-1 r 5 w TYPICAL HEADER DETAIL FOR INTERIOR BEARING & EX'TERIOR WALLS 3 N NTS O ' O B B n a o V 5-99-1 9 5- e W BALCONY 0 a H z rn O T-0 T-49 2'-0' 1'-4' L) N 1 SHEAR WALL NOTES 1) REFER TO GENERAL NOTES AND DESIGN CRITERIA ON SHEET '1'. 2) TOP ELEVATION OF ALL FOOTINCsS " 98'-0'. TOP ALL ISOLATED FOOTWGS ARE CENTERED c $N UNDER COLUMNS. i O • N .40 0 3) ® DENOTES 6x(pWOOD POST IN EXTERIOR WALLS. c 4) NTERIOR WALLS ARE THUS C -- _ _ -- -- -1 SHOWN ON PLAN. REFER TO SHEET '1' FOR WALL DIMENSIONS NOT SHM ON THIS PLAN. 5)PROVIDE MIN. 15/32' APA APPROVED WALL SWEATING ON BOTH SIDES OF SHEAR WALLS THUS SHOWN ON PLAN.PROVIDE SAME ON ONE SIDE ONLY WHERE WALLS THUS a '1211 L'EACH SIDE AT END SUPPORTS SHOWN ON PLAN. SECURE BASE PLATE OF ALL WALLS W/ 1/1'# 10' LONG AND '1112 T' EACH SIDE AT INTERIOR EXPANSION BOLTS • MAIN FLOOR LEVEL t 1i2'1 xb' LAG BOLTS 0 3RD FLOOR LEVEL.USE WITH 2' xl/4' N 34'-8' SPORTS THICK WASHERS 0 31' c/c,1 - 1/2 ' BOLTS ON SIDES OF ALL WALL OPENINCsS.USE HOLOOWNS AS SHOUN Ar ------------- •o O IN DETAIL 8/4 FOR MAIN FLOOR AND 11/4 FOR THIRD FLOOR;WHERE SHOWN ON PLAN. w rn . 0 6) ALL $HEAR WALL NAILS 8d. NAILS • 6' c/c AROUND THE EDGES (N THE SEAM) AND 12' c/c ON ll l F7 o J INTERMEDIATE SUPPORTS IN THE FIELD). REDUCE NAIL SPACWS TO 4' c/c AROUND WALL OPENNGS. TYPICAL. = 3RD FLOOR PLAN 1)SE T OF IN WALLS TO BOTTOM 0 61 ------ SECURE TOP INTERIOR SWEAR ALL Bo CHORDS of TRUSSES AS SHowN ON DETAIL en. o� -- m a) F'RE_ENGII�ERED ,qM uo 8) &AGESTED CONTROL. JOINT (CJ.)LAY OUT IS SHOWN. SEE DETAIL Wl'. DO NOT PLACE JOINTS UNDER N ,' DRAWN BY JER OR TYP.HEADER ALTERNATE: USE 2 - 'A24' ANGELS CERAMIC TILE OR MARBLE_ In ABOVE AND BELOW THE BEAM N 04 DESIGNED BY SPB WOOD POST IN THE EVENT WALL TOP DOU15L E W (TYPICAL) GAP PLATE IN THE WAY. woo SCALE DATE Q W 1/4" 1'-d" 02-22-1995 Z � � 4 SHEET OF TYPICAL BALCONY BEAM TO POST DETAIL 3 NTS 4 GI101JT FILL CEI V I-%VERTICAL � am 71" 51 1 ON MAN , DaM WO BEAM MOVE. = . Z a 4 r- 4'COt�I�Sl.Ad WV b�ai •NAJN�t CAM FU Cm.Ld 914 Vutm& �110 • E1�OIN ON PIAN, --" r MIME.r FM M TOP OF M AS ' Ex M WO BEAM ABOVE y ammuslow >S CONT TOP OF FLOOR WARES SEE PLaN ItLHL AT O ENIM ----- -----.,.._........ ...._—_—_._._— G�4RA�#DOOR — `.. .._. ._.. ...,._ ._.. ...r ._.. .`. 4'0=R.=6L+48 ELEY.IAd'-D' I W 606-MAMA MIS. BEIM DOWEL N TIE FIELD G ADE I iR'EJ. WON AS 1 45 DOM" I ! COiI"E'AM FILL --—————— 14b Gaff.a naK HATER PRM%I �3 a45 DOWEL& � i� V22A STD 8'CM 1EADER i~ ! 4.ptik M OF MM I I ! r2 — ..._ —._ YD�4 CONCH F00?NG IW(3)45 CONT. TOP 03 I TES:? 4 =ADD f'- COIIIIII CIED FILL ---�4 , \ z S CORNER BARB COR1M 41 TIMCIC C=MVEWAY z' I I i� . � . r •.. r . TOP CF TIM M -..1 ® SEE SECTION 21 FOR FOOTNG 50 Ido— SEE 6Ectlo�l v4 FOR SECTION 1 FOOTNG 60 4 BENE 3 DOII U•4'-O' ADD NTS 3 I 20 MOOD P0676 04 LAW SECTION r � I 8' SIDE GARAGE DOOR OPE14ft I I N7� � UPI 4' C XI SL.M V >- 1. SA29 U UaM. ON I _ ri� 6Xb - am/am WWF. � ! CoMPAC IM FILL. SECTION I GABLE � NTS �"— ~—'� - I I � FLAT 1 x 4 MMM T1Q�6. � b 3 • 12d NA)LS PER I •mm Ato Q o.a TE I$- C.J. C.J. C1�101QD. ?x 4 BILOCKNG ��� 61 9 ! GI®011t FILL CM I.B IN I-%VERT" 1 - �5 toff. 91 d' •Z4'N�TYPK.AL. idni r MI1E E T e1lol�t oN MA COMPACTED FILL---' 616d waw EACH 1Ruee� OCIM MEM MOVE MIR I DOVELb r•V' • MOLATED F OTM 0ELIOUL i � 14 I 6�EAK T�wrel�R•A36 �,aMNG � I , ANC m 1P a� rrw.& I ! - 6X6 -MIA/mu or. SECTION 4 FLAT Z x 4 x 12"LOG 'A�l6'EA18oE • � ' NTS - LATE'RAL BRACE•Z4 cic. TYPICAL. —1 4 1I 1,151 r a.R i .� I I � ! ! I I I I I I 14 P, ? I ENLARGED GABLE END DETAIL 4 II 1 ! W 4 4 I io 3'c�c z� i (AT Il1aLL TOP �.Q�) NTs ! CONI 03 IRMOy T� 8 s I bxb MIO�OD PObt V1 I I I 4 • , �► � OR DBL.61106 I I I I I I Z -SN4 MACNME BOLTS I � DRILLED N IIIa..I.DIFEGTION W I I 4 1 ' fU4'1MM MM PLATE - I I - �61�EAR MW1� CA C• SECTION IN +mb W LONG EWAM" «� I 4 amts N 6 HORIZ LECA ON ON 1Ntb SIFT. NTS W-M WALL GIDE NOT OPE" o l. 6M ._.__ 1 X 4 67to6016'CIC I I I 4 ALTERNATE 141)"'NOLDOM MAY BE USED W. T6.3Z'CM, USE N LEu OF 8E1dTT S1EEL PLATE. LAG BOL ,tYpICAI. IT" , N�.AYMENT GLIED OVER 3/4 '1#�?A AM&A/IW DELOW FLOOR MMM I � I . O I D,GiaE'D NAILED N FLAK iib-Ilio/MAA W. Srfll CUT MT1��►MET OI�IDE s� T t G PLYYIOO DAY ON EAMY POI M MM I II I �T�� s o J 14 cog. 6X6-MA/MAA Or. w ON u12 Pone WOOD POST ANCHORAGE / HOLDOIIN DETAIL I IMao eE IIIFLOOR LE'IIEi. I II• ,r--- ca�ACr�r�.l -� c ! r-- C"AMM Flu. _ _ ._._ I I ,�_ FLrorOR P�-E�1NE��FVrOOR w 2 I ! "OTO • EGM SPAM I �•Eaul.SPAMS 6 • DETAIL C.J.4 SECTION w 4 I I 4 .� . I ! I NTS NTS DLOS 611pF�OR16+ I . I L — _.. _ _._._ — ..� — — _. __.J I 9-o'MUM VACKMAI 0 H ! 'A*'F"`"ANCHOR EA SIDE 1YP. SE 6"11ia L NOTE BLOOM•4'-0'C C 03 CN SM%-r. � Mtn Ist FOUR 6PACE6•E06 f 1 TRIPLE 61" s•8'-0 CI►C MAXhJM N 15E1WEM TYPICAL T X 4 61"•*'CC � 14D 1X4 6TIx')6.16' 0 — — NOTE PROVIDE '616136'STRAP TE EVERY OM O MTALL"am — — 10'.LAG 0OLT6FOUNDATION PLAN SEE 81EAR Wa.l.NO'10- 31'C/C tYP bltio 1I M00UC#I hE R„OOR bFEA1E#�'i tYPlC,AL _ = 9 ON No SET. SCALE 1 /4! = 1 —Y' 6THeER OR rm SAM PLATE 2c Clow. a READ SECTION 4 SECO10 NTS Fl.rOOR LEVEL c i I '6T6136'61RAP TIE 81.0CICNG EVERY Ot1ER 611,0 Um UNoER 81EATNNG MW-MEMM �'LAG 80L1.3Z: % ' -MT TIL FL JOISTS•EQ bPC<s I � II ?16tA36'E1�ERY R�� � FOUNDATION PLAN NOTES DAL CAP PLATE ' oma 6TH.rm. *'DW ,'� D • �'�J' 2-2A CONT CAP M. lei U I """ TO MMAL we!Mw CIB'IE"ON 61EET'r. SEE 61EAR 944 WM I A W Z) VEREY ALL DUNS d IV ARCHITECRIRAL PLAN PRIOR TO FABRICCATION AND CMTRUCTICK %va a' Rod = �k*t2)(6 61106.16' •d'-0'c%MAX. w 3) SUCGE6TEp CMIRUCtION JT.(CrJ3 LAYOUT 6 IMM ON"SM DUAL 6/1. DO NOT PLACE JOMIT6 ON FLOOR TO RECEIVE TILE OR MME. p o * 4 Mtn 4) GROUT F .1. n 1 x 8 P.T.CONT,bW h'#ANCHOR CELL WI-�51IERT.IIMRE TFC bE10l1310f PLAN. 801.18 MUM EVERY 0?1ER m rn FLOOR J016T. N N N DRAWN BY JER o DESIGNED BY SPB It 1? r13 SCALE DATE 4 4SECTION Z � /�'_��-�' 02-22-1995 SECTION SECTION NTS NTSNTS 4 SHEET OF a 1 • 2x4 CONT. UY 3-16d NAILS tRU86 BOTTOM GFIOIFDB * 4'-0' c/a TYPICAL. PRE-FAORICATED RDOF TiQlJ88E8 — 24' = TYPICAL. SEE • APPROvED SFa01' DRAWMG9 IT ROOF SFEATHMra. SEE GENERAL NOTES ON 614EET 'I' FOR SIZE AND NAILMCs. TRUSS DEARMCs ELEVATION CEM 0 v rtrs122 . tis of Ear+ muss. DOUBLE 0 GIRDER TRU88Eb. 2-2zb CONT. WOOD PLATE EFEAI¢Y14LL NOTE 7'ON bFW '8-i'. FASCIA l'-4' 1RUE6 'D' N= U6E WSW PLATE TE tin . .. •1FE TOP OF EVERT 01FER 4xb WOOD STUDS 0 160 FOR FRONT $ 611b 1YP. AND REAR ItL4LL6 ONLY. USE 2X4 STUDS � $ ' • Ib' G/G FOR ALL OTHER WALLS. • � -TYPICAL HEADER WE DETAILr-Nz . 1WP OLOCKNG 0 4'-&MOVE I4II6FED 1`1600R LEVEL i`fPICAI.FOR ALL EXTERIOR UWIb NC �$� >a lRERIOR 6"WALLS. uF9 W O p :+ TYPICAL SECTION oc � wax . rRuee •a• nee 'a' [� . . A �l 0 co tot 5rem Tm •x w U � v 12 L) SEE PLAN Tmm T ROOF PLAN SCALE 1/,4!' = l'0' a \ 8 (7) 1) REFER TO GENERAL NOIES AND DESIGN CRIIFRIA ON Sf1EET '1'. TRUSS •d Z W 2) REiOt TO IYPIGII WADER DETAL 3/7• m a°o N N � n Lj 3) AEiIIt TO CCaNNIRACTOR APPROVED ROOF TRUSS SHOPDRAWINGS DRAWN BY JER RACiOR FOR EXACT TRIM � 1W OO DESIGNED BY SPB SUGGESTED TRUSS PROFILES �vv �►`E � DATE Z 12'l 02-22-1995 SHEET OF y i ` 6 12 12 12 RoM, 3 � '. �nE ieoa, ED K111 #1111 IL °000 00 °ao 0 ❑o 00 ❑o ' � o❑ o0 0❑ Y 00 •.,•RAD. ul U, O O O -rte. Rol 5:9. 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