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370 12th Street ,t ', ,; I i I I I i / [:) ,5 I GTN 5 F C I I C A T I CN,5 - DESIGN LIVE LOADS: ROOF: 20 PSF DESIGN CODE: THE 2004 FLORIDA BUILDING CODE -RESIDENTIAL, 2006 REVISIONS (FBC-R) ATTICS WITH STORAGE: 30 PSF r r CONSTRUCTION: TYPE V, UNPROTECTED WIND IMPORTANCE FACTOR: 1.0 (CATEGORY II BUILDING) ATTICS WITHOUT STORAGE: 10 PSF I BASIC WIND SPEED: 120 MPH INTERNAL PRESSURE COEFFICIENT: 0.45 (ENCLOSED BUILDING - LOCATED IN THE WIND-BORNE DEBRIS REGION) FLOORS/STAIRS: 40 PSF STf UCTUFIALLOaDS RESIDENTIAL 1111. _�. . _ 1111. 1111 I �m_. � _ _ -, - ' _ II . 1111 - 1111. _- �_. 1111 I E ,......_._ _ I i ...m 11 _1111 . .. - . 1111-_ _ I 11...11... 1111. 11 11 -- .,. ._ t. -" 1111- 1111 1111... 1111. .. CATEGORY 11,EXPOSURE B,WIND FACTOR 1.00 f ROOF PITCH>30 DEGREES MEAN ROOF HEIGHT<30' 1111. ,a.,n...,,.. 1111. »1-111. ._�_., .1,., ...,....�,-.e, _ _1111... -1111 1111...., ,. . _ _� 1111 1111.. . -1111 „„k 1111,. 1111._,,. .,» 1111, 1111- k.. 1111,-., _:1111. .,. "I _ 1111. 1111_, . 1111 1111 -1111. 1111._: 1111 _ _ ENCLOSED BUILDING(PROTECTION FASTENING PER FRC 160914) �__ - _ I I'll _,.___L____.. _-_�_.1111 _.__ _ _. . I 1111., ,.f. 1111. 1111.. --1-1-.1,11 1.111.. - _ 1111.. 1111 .. 1111. 1111. .. 1111 4. 11 11 a.. 11 11 rMAIN WIND F1­O1­R__1_C_1_­E�11RESISTING SYSTEM J1609 6A VERTICAL FRAMING- 1 - I _ - - USE x6 SPF 2 STUDS FOR ALL EXTERIOR WALLS AND 2x4 STUDS FOR ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE 'HORIZONTAL LOADS �VERTICAL LOADS MAX. ORIZ WALL LOADS _ 77- 1-11- .., 11 1111 �. _-111 -.,. 1111 11...11.. �. ; r 1111 _ . �.,_ IN ESE PLANS. as ENDZONE `INT.ZONE ENOZONE INTZONE ,_ 111111 I SPACE STUDS @ 16" O.C. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEARWALLS. I I 'll 1111- _ 1111. . 1111. .1111 WALL R04F WALL ROOF WIND LEE WIND LEE I 1E 4E 1 4 SPACE STUDS 24" O.C. MINIMUM AT ALL INTERIOR NON-BEARING WALLS. 370 12TH ST NTIC BEACH FL � if R I I _. -. 1111_.. . , _ R BETTER) FOR ALL WALLS UP TO 8 . USE SPF # ( R BETTE ) FOR ALL WALLS OVER 8 I USE SPF STUD GRADE (0 BE R) 2 0 R TRAMS 25.7 17.6 20.4 14 I 11-1 9; L5_11-11-11.6 8.6 -13.4 19 -14,5 16.2 -12.1 U. . IN H PLANS. LON11 G. 22,$ -11.9 15.1 - 274 15 6 -191 1217 -13.4 12.7 -10.3 U EOSYP #2ETOPPLATES AND PT SYP #2 SILL PLATES. 11 _-111 _­ "'"' �'° i 1.I _ HE THRU-BOLTS SERVE AS THE CONTINUOUS LOAD PATH FROM THE DOUBLE TOP PLATE TO THE DUVAL C 11 I—, �­ ' ' I' ll I— —- _ :.- 1111_._ - 1111 1111.- -1.1-111111. 1111 ___ -_ _.-- _1111_- __ . 1111 _. . IN GENERAL, T FOUNDATION ,COMPONENTS AND CLADDING (1609.6$)' WHERE "CONVENTIONAL STRAPPING" IS SHOWN ON THESE PLANS, USE: 1111 _.__�....__ 1111-1111 1111.._ 1111.._.1111_ �.._. . _ ­-.- - - SIMPSON SP2 W/ (6) 10D NAILS EACH END FOR WALL STUD TO TOP PLATE CONNECTIONS ® 32" O.C. - - '.-� - SIMPSON CS20 STRAPPING W/ (7) 100x1.5" NAILS EACH END FOR SECOND-STORY WALL STUD CONNECTIONS ® 32" O.C. ,ROOF ;AREA(SF} ZONE 1 2 3 4 5 SIMPSON SP1 W/ (6) 10D NAILS TO STUD AND (4) 10D NAILS TO SILL PLATE ® 16" O.C. AND ANCHOR BOLTS AT 32" O.C. z1111 23.7 -25. 23.7 -30.3 23.7 -30.3 10 l 9, ! 1 I* ;. D Cfl ­­ �. ,� El MASONRY• 1 •'� 1111, '. '1111.,1111 1111 1111 n .B' � ., 1111. vmw.-rm�,ua-. ., , . . . 1111 1 ". , i ,, ,1111.1111 , O -. ,. a:�a. . . 1111. . 1111 2s.o 23.0 29,0 _ . �.., �� f 20 23.Q 24.6 23 _ . 1111 I 1 1111 .z., _ 11I _ , 111-1 N .: ASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC CHAPTER 21 AND I i M � . - x, , ;, 22.2 _27,2' - �. 50I'll .22.2 22.8 22.2/-27.2 / _ «. 1 99. „..; _1111.. _ �. ASONRY STRUCTURES ACI 530. . , _ CIFICATIONS FOR M __ H THE SPE _ _ w.�,_.a __t . 1111,. :.. ACCORDANCE WIT . 1111 1111 . :.- �. u ,: 1111 25.4 I 100 21.5/-21.5' 2�.5 2 5.4 21.5 _ l x.. : .: 1111 , 1111 _. ,, _ 1111 111:1 , __ .. . t GROUT LIFT HEIGHT TO 5 AND REQUIRES A 1 HOUR INITIAL SET a° n _ �` _-� ACI 3.5 D LIMITS THE 1� �:� I . ;, 11 . 1 . �: - �., TWEEN LIFTS. I �. ., _ TIME BE _ �� . � . _ _ �; :�._� . . . I - I WALL 10 25.9/-28.1 25.9/-34.7' _ _ _ €� , . , _ . _ 1111 _: �. __ .,. _ 1111 ,, jP .. "`1- 9y11 1111 4 1111. . # ., w. ss'PM°" ., § ,"1111., � .{ . - 1111_ - - _ �,,, 0 24.7 26.9 34.7/32.4 1111 ST EL• ; .1111 � , � . . "� 1111 I'- , . r. �� . . 1111 -k I 23.2 -29.3 L CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC CHAPTER 22. � I_ Q 50123.2/-25.4 / STEE ,� ti . , L< _ ,- , W , t I } g �` ,., ., ,, 1111, ; - .2`22.Q -26.9 �.,, .. Of 100I I'll, 22.x/24 / __ i 1 1 1 m0 1. - 1111... 1111. .. -._1111 � I 1000 . , . . �I -� x ` y _ .° �� ., I a ��. ., . . k _ 11 ;1111. , -1111 .. .�..:... 1111-11111111J 1111. t 1111.. K 1111 OD FRAMING SHALL B E IN ACCORDANCE WITH FBC CHAPTER 23 EXCEPT AS NOTED IN THESE PLANS. ., -1- . 1111 '; 1111.. ., <:� :_:_1'11,_1_-_111::111111 �"v+P... e*, .' 1111 1111. s a 1111. ," ..k+e.. AA!'... LTS ANO CLADDING 1609.6C ROOF OV1. 11ERHANG COMPONEN ( �..,.- ,, _ , .,. � ,, 1111 . ;. ,.. , '111 . .. ,� � , ... �� _±� gg 1111 1111. 1111. .!', 1111.. ,�.., -'.9 . 1111.,.[[ Iy 1111 1111 ,,.,,,e. �. ...; , : 1111 k.. 9 . . :. 1111 1111.. 1111-1111 1111 1111 1111. 1111.. 1111 - 1111. ;, ,� r. 1 '.. , 1111. . -:_ 11:11 1111,.... FASTENINGS. w � 41 , ,_r . ; �. i11, � .x: . ,. . ,�� �. ,. �..,1111 , LLLL _ 43.9 43:9 _ 1 .', "LL , i 10 _ I._ ) - _ „ „ LE 2304.9.1 SHALL BE USED UNLESS OTHERWISE IN THESE PLANS. J �r- ,. THE FASTENING SCHEDULE IN FBC TAB 1 ,. �. , , I . k .. n 4'.6 42.6 . � I : . ,�, - ; 20 2 _ _ RS. . 1111 AVE A 4 LAP AND SHALL BE FACE NAILED WITH 8 120 SINKE THE DOUBLE TOP PLATE SHALL H O , n. ., '' 40. 40I'll .8I'll - �, 1 L:.. �L ,. = ; 50 8 _ � I . -: �I'llL 1 1111 .. �.I . ,. 39.5 39.5 I �., ;, hs . 100 I ,w, I �.. _ . _ SILLS ON CONCRETE .., ,. 1,1_1 L. . 1111 . 1111. 1111... 1111 1111 -1111 1111 - tiw� �............. .: i ». ." s: . - ,i ,,....<1111..... 1111 FOUNDATION THROUGH -, 5 ., „: THIS SYSTEM USES A THREADED ROD (THRU BOLT) CONTINUOUS FROM THE 1 MATERIAL Sfi ECIFIC,4TIONS. r�` � jmg111, THF DOUBLE TOP PLATE. THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING f I� - �.,, " '» 1111_ .�,_ , .: Al THE CONNECTION IS FREE AND CLEAR OF GAPS. f 1.. I 1 ;. � :=q CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. AFTER THE ROOF SYSTEM IS INSTALLED TO ENSUREI -1 . ASTM C 90 AND SHALL HAVE A MINIMUM NET CONCRETE MASONRY UNITS. SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS: `, . . , . ,�• :., AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR ASTM C 270 . T R THAN 6 O.C. �., ,a ( ) SPACED @ 6 O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREA E ?'L. i COMPRESSIVE A DESIGN COMPRE I �, ORTAR PROVIDES , 0 THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S M - IN ACCORDANCE WITH AC 53 ,: . AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12 FROM THE END OF THE PLATE. "11, STRENTH f m OF 1500 PSI. (�' � 11 ' ( ) ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. 11 �.. ILL 7"" �_ , AGGREGATE SIZE OF 3 8 i 1111 , 11 . -.., �,. _ I11 "t-- 11_11 4 I GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE / '# '', � r 11,11.. 1 PLACED AT AN 8" TO 11 SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN SILLS ON CONCRETE SHALL BE PRESSURE TREATED (PT) SYP #2. "' . ,•,,.; ' �I _ ACCORDANCE WITH ASTM C 1019. �,,. � 11s, �� REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40 ! 1 EXTERIOR WALL INTERIOR SHE 4RlUALt SNEATI-�fNC : a� W ..,m„.":vu"e`"11`11 '" 4 1111 .,.-d^ .�";, _ 11 sT„..,. °--1111,.-. ..a.,�..�.. .-+ >., ,.' e'si� STRUCTURAL STEEL: SHALL BE ASTM A36. PROVIDE APA RATED SHEATHING WHERE STUCCO, BRICK OR STONE VENEER, OR HARDIPLANK LAP SIDING ARE INDICATED ON PLANS. ,...��, ` 11-1 I 11 aw9 1_ I11. STEEL PIPE AND STRUCTURAL TUBING: SHALL BE ASTM A500 (GRADE B) PROVIDE APA RATED SHEATHING AT INTERIOR SHEARWALLS. I 11 I i_,�, `" " ``� �, I. m' - �� . - ,_. �, 1111.... "°"" - " " ' j r `:;^ WIRE FABRIC (WWF): SHALL BE ASTM A185. FASTEN % THICK SHEATHING W 8D COMMON NAILS SPACED 6 O.C. AT PANEL EDGES AND 12 O.C. AT INTERMEDIATE SUPPORTS. ,.� «- �113� - : �� t, a WELDED ( ) " ALL OPENINGS. USE 3" EDGE NAILING IN THE LOWER TOP PLATE ON ALL EXTERIOR WALLS. I REDUCE NAIL SPACING TO 3 O.C. AROUND L TMA 307 OR AoTM F 1554 GRA E 36. �� 4 ANCHOR BOLTS AND THREADED RODS. SHALL BE IN ACCORDANCE WITH AS D SW-3 INDICATES 3 O.C. NAILING IS ALSO REQUIRED AT THE BOTTOM AND SIDE EDGES OF THE SHEATHING. „f � i� i '� WASHERS: SHALL BE IN ACCORDANCE WITH ASTM F 436 GRADE 36. ( W SW-2 INDICATES 2" O.C. NAILING IS REQUIRED AT ALL PANEL EDGES. 9 i t . a ��� ,t, v u NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 14 `'� ! �� t � „in 4 '' r+' . ,fir., �� N Ir, n . .w. INT TION ONLY . .i , Q < s . '" 1111 1111 ._ -. .- I 1111 rc ANCHORING ADHESIVE. SHALL BE ONE OF THE FOLLOWING PRODUCT 11 (DUAL CARTR DGE SALLA ) � b ",',a � ,...... ,.,...r-sem ';d `1F ��:„ ~. R_ w. „�i * NG-TIE CO. PRODUCT: EPDXY-TIE SET _ SIMPSON STRONG-TIE i / 1 , . a ��, 1, y. H T �. �/ CO. PRODUCT. ACRYLIC TIE A 4.. kP;a " 0. r �,� �x�'st�� 4 -a'� S'� t7 1111 G '. .„, ^:�.^ ""' x "; SIMPSON STRONG-TIE TO POSTS W 2 SIMPSON CS20 FLAT STRAPS W 7 100x1.5" NAILS TO HEADER AND (7) 100x1.5" NAILS TO r, � Fr � ,� . I r , - �" 'p,. 1 A CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALANIZED, Z-MAX OR STAINLESS STEEL. ATTACH HEADERS / O / O �I� ,, ,�3, O METAL CONNECTORS: ALL METAL POST. �.� ; s.r as ,, s- ,1 I :�,:, -11 1111.. " I J WALL 8 f ,�,, , .��.., s �,:., r„ '.�. I` NAILS EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL. NOTCH HEADERS UNDER TOP PLATES AND BEAR-ON JACK STUDS OR USE SIMPSON HUC410 HANGER W/ (8) 160 TO O � NAILS. ALL g I 111111- NAILS: SHALL BE STAINLESS STEEL. 16D TO HEADER. 5. 33,>ns,' .r. 1111... ?E ,.: i ..�E.a:�,*.,,.,....�..;- '"".°' �- r' - x ", ,,r'1111. ED TO FIRE TREATED LUMBER « . . "� . _i,. . :: 1' ALL NAILS EXPOS �Ln� „ �,� I �� .,1111., ..; -I ;" . : . «..� , rJ 4:.:, a ahrx'`'x�. .;,� 3 ,ti..;. 1111 t �.a. .xy^;' ., v °�: 0. �,r+ ;;;;,,�. �f,.: 1111 ,- .„. ,„„,+. .� ,. „'. „`- "; .1:111 - i ., :, r , _ &. A FOUNDATION W SIMPSON ABU POST BASE W 1 /a THREADED ROD SET 7 INTO FOOTING AND (12) 160 w ,�, ., w ,G,,. �,. �, ANCHOR POSTS TO F / / O k , � ., ! 1 .. n �° ; 1111..., x M . . I r,.. 1111,,.., ..z... .:rr :::� �..:'S _ ., "1;. 1111. c,- 1111 7 POST. �. 4, �. . y:, 111 � Z 16 W 1 s/a THREADED ROD SET 7 INTO FOOTING 18 16D NAILS TO ;� 4 ,.,, .�. NAILS TO POST OR USE (1) SIMPSON HTT / O ( ) � , � b k .�.� 3r�, ROOF ASSEM3LIES: qq ( ��y:,.n �:' # �.1' ._ V �:d , �,.� I ,,, 1111. i ., � ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC CHAPTER 15. „ � ROOF AND GE I L LNG FRAMING: "�' L �" " Q '- ,, 1111.: €€ -, W S , 1111 ,ra. '.. OOT INGS AND FOUNDATIONS. F G SHALL BE SYP 2. f , �.,� :I �l . -- '� ', K ALL CONVENTIONAL FRAMIN # l_� . a ,, M�k a ;a,:,,�. � ww. . .�.� ,-, ��. RUSS SPACES �:� I NDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 AND AS NOTED IN THESE PLANS. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE FIRST TWO RAFTERS ORT ( As a, �. - , �..H ,, ; ,. 0 YTE �� FOOTINGS AND FOU I SOILS: V MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI ROOF SHEATHING AND DIAPHRAGM ATTACHMENT. In z A SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO ROOF SHEATHING SHALL BE ZIP SYSTEM ROOF (FL DCA APPR. # 5930). ATTACH SHEATHING WITH 8d z SUBSURFACE THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL RING SHANK NAILS 6" OC EDGE AND INTERMEDIATE U.N.O. LOCATICN FL A I �I D :5 BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER GABLE ENDWALLS: DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF PROVIDE PLATFORM FRAMING IN ATTIC OR BALLOON FRAME WALL STUDS AT ALL GABLE ENDS. NtS Q 2'-O" BELOW THE BOTTOM OF THE FOOTING. „ INDEX CP DFRAIJIN1 MASONRY STEMWALLS: MASONRY STEMWALLS SHALL BE IN ACCORDANCE WITH FBC SECTION 1804.6 AND AS NOTED IN THESE PLANS. GENERAL NOTES SEE BELOW FOR MASONRY SPECIFICATIONS. G100 INDEX, DATA AND LOCATION PLAN re hereby 'expressly STEMWALL TO BE A MAXIMUM OF (6) COURSES TALL. CONTACT BYATT DESIGNS IF STEMWALL WILL EXCEED (6) COURSES IN HEIGHT. 1. CODES USED: 2004 FLORIDA BUILDING CODE, RESIDENTIAL ACI, NDS, APA AND ASCE-7 ALL LATEST EDITIONS USED. reserve the property I 11 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING G101 ARCHITECTURAL SITE PLAN AND DATA rights to this drawing and it is not to be STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. JURISDICTION OVER THE WORK. ,4300 FOUNDATION PLAN reproduced, copied in WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. any format it manner A300.1 FOUNDATION DETAILS whatsoever without first FILLED. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN ,4301 FLOOR PLAN obtaining our express CONCRETE written permission and CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. A302 SECOND FLOOR PLAN consent. CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC CHAPTER 19. A30(o ROOF AND SECOND FLOOR FRAMING PLAN - PROJECT NUMBER STEEL REINFORGEMENT: MATERIALS A311 EXTERIOR ELEVATIONS STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC SECTION 1908, ACI 318 AND AS NOTED IN THESE PLANS. A312 EXTERIOR ELEVATIONS CONCRETE COVER SHALL BE IN ACCORDANCE IWTH FBC TABLE 1908.6 AND AS FOLLOWS: METALS: A321 BUILDING 6EGTIONS 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH STEEL CHANNELS ASTM-C-645 2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND WELDED WIRE FABRIC ASTM-C-185 ,43(01 WALL SECTIONS %" FOR CONCRETE NOT EXPOSED TO WEATHER OR I CONTACT WITH GROUND CEILING GRID ASTM-C-635 A3(o2 WALL SECTIONS VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. GYPSUM WALLBOARD ,1,311 M15G. DETAILS CORNER REINFORCEMENT SHALL BE LAPPED 30"• USG FIRE CODE CORE ASTM-E-136-93 GYPSUM BOARD ASTM-C-36, C-1396,CSA A82-27M E301 ELEGTRIGAL PLAN AND RESER DIAGRAM ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS CORNER BEADS, TRIM ASTM-C-1047 OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESORIES JOINT COMPOUND AND TAPE ASTM-C-475-94 DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: FLOOR FINISHES MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA. CERAMIC TILE ANSI A 137.1 ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS. FASTENERS �,.__-.-_-!:: .. -L 11+.11 I I*­VW..V& 10-19-08 PERMIT ISSUE _:: _ . SLAB ON GRADE DRIVEN FASTENERS ASTM F 1667 STEEL DRILL SCREWS FOR GYP BD ASTM-C-954-93 I I- C i ;,� DATE ISSUE/REVISION Tv�. J�. FILE COPY 4 STEEL DRILL SCREWS FOR GYP BD ASTM-C-954-93 J L7 ' t DRAWN BY: CHECKED BY: UNLESS NOTED OTHERWISE ON THE PLANS, SLAB THICKNESS IS 4". SLAB SHALL BE POURED OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHALL BE TREATED WITH TERMITE POISON PRIOR TO POURING. ELECTRICAL __- _ `+ WAB GV �1f � t,J Ids rn,�- ..:, ��- ,�.,11:11.__...x CIRCUIT BREAKERS UL E-11592 INDEX 6x6 W1.4xW1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8". OUTLETS UL 498 THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH = 1/2". SWITCHES UL 20 DATA VIEWED FOR CODE COMPLIANCE AND SWITCH BOXES UL 514A Cj�'"y OF���N�'IL �" ,, y I 1J,, LOCATION ELECTRICAL CABLE THREADED ROD: HARD DRAWN ASTM B-1 j MED. HARD DRAWN ASTM B-2 BEACH THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE TOP PLATE AT FRAME WALL SOFT OR ANNEALED SEE PERMIT'S FOR CO DT TIO - , ' ' I r 1 , TS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS: COPPER WIRE ASTM B-3 REQUIREMENTS AND CONDITIONS. PLAN TYPICAL ANCHOR BOL CONCENTRIC LAY ASTM B-6 SPACED ® 6' O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6' O.C. J AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12" FROM THE END OF THE PLATE. PLUMBING ABY: DATE: LU 27 d pr ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. PVC PIPING ASTM D 1466 , '• �O THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF SYSTEM IS INSTALLED. PVC PIPE FITTINGS ASTM D 2 1 00 SHEET NUMBER rc LOT SIZE 1444E7 SP DRIVE AND WALKS 1556 &F HOUSE FOOTPRINT 2162 5F GARAGE 646 SF PORCHES 1130 5F TOTAL COVERAGE 6014114445=42510 U) in 4' GONG 20 OF FF-OFO FOOTPRINT SEp �51DENG� U Uj (n ce Uj0 LU i zV F _ oZ ca We hereby expressly reserve the property rights to this drawing and it is not to be LST reproduced, copied in any format or manner CSAR whatsoever without first obtaining our express written permission and consent. PROJECT NUMBER 4- 10—19-08 PERMIT ISSUE DATE ISSUE/REVISION DRAWN BY: CHECKED BY: WAB GV ARCHITECTURAL SITE 5 1 T E FLANPLAN SCALE. 115' = V-0' r, AND DATA t2r. G101 SLAB ON GRADE UNLESS NOTED OTHERWISE ON THE PLANS, SLAB THICKNESS IS 4". SLAB SHALL BE POURED OVER A 6 MIL VAPOR BARRIER AND THE SOIL SHALL BE TREATED WITH TERMITE POISON PRIOR TO POURING. - _ - 1 6x6 W1.401.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8'. I ( 4' MIN. 3000 PSI SLAB THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH 1/2". W/ 6x6/10.10 WWM OVERCo I COMP,POLI' VAPOR 5�ARRIER ON ( J FILL - MIN. 95 PROCTORS TERMITE TREATED �— ru I I L. 91'-10 111 DOORS I A300•I '-4' 9'-0' EL. 98'-4' g I A300.1 21'-6 ' 33'-6 • 3' 31-02 t4E -1 j F:f 9 E—� 12' THICKL SL,4B 9 W/ 3 "5 S E U1L —�- —� A300.1 ^ A300.1 • — — — • — � �W len � A300.1 SIM I pi pi 1 . 1 1't'-6' Ft 20.1 I I I — — A300.1 A300.1 A300.1 I 2 - 2 I 4' MIN, 3000 PSI SLA5 I I I Uj r I W1 &x6110.10 POLY VAPORVE5ARRIER ON COMP. FILL - MIN. 95 qo PROCTORS I I I V I TERMITE TREATED J I I I I Z C I � I I LU __j 3 F- I = �C A300.1 I V - - - - - - - - - - - - — � I _ .1 m THICKENED SLAB I � V I I I 11 I I FIN. FLOOR I W Q I T- _ I I � 100 — .—• —•— EL. '-0' I II I I IWe hereby expressly 8 _ 8 _ 2 23 -'`I'1 I I 14' ' I I II'-3 C — 1 9, �_ ea the property 4� I drawing I I A300.1 -3rights A300.1 I A300 A300.1 . I and it is not to be Cr �� I reproduced, copied in I U1 I any format or manner Clm I whatsoever without first� obtaining our express I ill —► — consent. DEPRESS � written permission and 411 w I - - - I I ISI I - - - - I 18' I I I � '77-SLAB 4' n F— I I I Z I I I PROJECT NUMBER I I 4' MIN. 3000 PSI SLAB W/ 6xgo/10.10 WWM OVER 15' I I Y I 6 MIL POLI' VAPOR BARRIER ON COMP. FILL - MIN. 95 qe PROCTORS J I I I I I TERMITE TREATED I I M" ( _ � `Q A300.1 I I I I I 10-19-08 PERMIT ISSUE j L08-19-08 I EL. 9"1'-10 g DOORS �' A300.1 I J PRICING ISSUE�L. 99'-"1' — � IDATE ISSUE/REVISION J DRAWN BY: CHECKED BY: CRU GV yk 2 ,4300.1 I A300.1 FOUNDATION 9'-0' 14'-8' 25'-0' 15'-0' 9'-4' PLAN� ' FOUNDATION FLAN 's's GARAGE FOUNDATION FLAN ��•2r,., g A300 SCALE: 1/4' = 1'-0' GARACsE SCALE: 1/4' = 1'-0' MAIN HOUSE SHEET NUMBER rc 4', 2500 PSI SLAB REINF W/ 6x6/10.10 WWM OVER 4', 2500 PSI SLAB REINF 6 MIL POLY VAPOR BARRIER W/ 6x6/10.10 WWM OVER 6 MIL POLY VAPOR BARRIER 1 AIR SPACE FLASHING TO BELOW FF ' ��.• w/ 6x60.101 WWM OVER FLASHING: t0 BELOW FF WEEP HOLES 32' OG ( _ CONT AT COMPACTED,INSECT I I— (-1 1(— E COURSE �'� e 6 MIL POLY VAPOR BARRIER :.•..,:� 1 4 REBAR CONT AT "• SOLID BELOW FLASHING III TREATED FILL III I (-I .::•.• j--EAN, COMPACTED,INSECT HEADER COURSE WEEP HOLES 32' OC TREATED FILL 2500 PSI (MIN) GONG FTG ' 05 VERTICAL 4' O.G. AND AS CII— W/ 2'S STEEL CONT GROUT SOLID BELOW FLASHING •.� • ... OTHERWISE INDICATED, FILL CELL "5 VERTICAL 4' O.C. AND AS tt 2500 PSI (MIN) CONC FTG OTHERWISE INDICATED, FILL CELL :. ": r•. ' W/ 245 STEEL CONT 2500 PSI (MIN) CONC FTG MIN 6' HOOK ON VERT *5 W/ 205 STEEL CONT 2500 PSI (MIN) CONC FTG . W/ 2"5 STEEL CONT MIN 8' HOOK ON VERT 05 . ' MIN 8' HOOK ON VERT 05 A �: �• A •°, I'-8' ..'. . MIN 8' HOOK ON VERT S L 2'-0' V/ 1-4 TYPICAL FOOTING DETAIL 2 TYPICAL FOOTING DETAIL FOOTING DETAIL FOOTING DETAIL 1 SCALE: 3/4' = 1'-0' 2-STORY SCALE: 3/4' = 1'-0' 1-STORY SCALE: 3/4' = 1'-0' GARAGE BACKSIDE )SCALE: 3/4' = 1'-0' GARAGE 4', 2500 PSI SLAB REINF W/ 6x6/10.10 WWM OVER : .:''.'•..:: .: :: .: cp 4', 2500 PSI SLAB REINF 6 MIL POLY VAPOR BARRIER 1.� _ _ _ W W/ 6x6/10.10 WWM OVER -I 717. ,: _�j Q 4', 2500 PSI SLAB REINA= 6 MIL POLY VAPOR BARRIER I—) I !-I I- } W/ 6x6/10.10 WWM OVER 1= EAN, COMPAGtED,INSECt Uj 6 MIL POLY VAPOR BARRIER — :.. : TREATED FILL ( ARE • /►_W/ '• Z - _ • I III I II I .+ • � 'v .� , III— I—CklEAN, CQMPAGTED,INSECT ' "5 VERTICAL 4' O.C. AND AS `' `` ' W/ 2*5 STEEL CONT W CREATED• FILL OTHERWISE INDICATED, FILL CELL III ,' ;�` R; 1 *5 STEEL CONT z � f CAL 4''O.G. AND Ata q.° 2500 PSI (MIN) CONC FTG Q OTHERWISE INDICATED, FILL CELL ° <. ° W/ 2"5 STEEL CONT 4, Vo° 2500 PSI (MIN) GONG FTG ° • a°., a MIN 6' HOOK ON VERT "5U) W/ 205 STEEL CONI ° q' ° ' : —MIN 8' HOOK ON VERT is q.. W 0 -V.. y' �C a r V W m � STEPDOWN TO PORCH 6 DETAIL AT DOOR 7 NON SEARING STEPDOWN 5EARING STEPDOUN Z P 5 SCALE: 3/4' = 1'-0' SCALE: 3/4' • V-0' )SCALE. 3/4' = V-0' SCALE: 3/4' ■ 1'-0' Z MATERIAL SPECIFICATIONS: Q CAST-IN-PLACE CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESS We hereby expressly STRENTH (f m) OF 1500 PSI. reserve the property rights to this drawing GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" and it is not to be PLACED AT AN 8" TO 11' SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED reproduced, copied in IN ACCORDANCE WITH ASTM C 1019. any format or manner whatsoever without first REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40 obtaining our express STRUCTURAL STEELSHALL BE ASTM A36. written permission and consent. STEEL. PIPE AND STRUCTURAL TUBING: SHALL BE ASTM A500 (GRADE B) WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. PROJECT NUMBER ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM F 436 GRADE 36. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. ..+... :•: :, ':? . ;. :,,. a UAL CARTRIDGE INSTALLATION N • 0 '• ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (D CARTR ON 0 LY): ~ • SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET ' - •y .p•, •t • SIMPSON STRONG-TIE CO., PRODUCT: ACRYUC-TIE AT 2 05 STEEL CONT SOILS: I'-0' 1 05 STEEL CONT 1 S STEEL CONT MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI 1'-4' do SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL 2'-010 2 STORY BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. 10-19-08 1 PERMIT ISSUE THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER 08-19-08 PRICING ISSUE DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95X MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF DATE ISSUE/REVISION 2'-0" BELOW THE BOTTOM OF THE FOOTING. DRAWN BY: CHECKED BY: MASONRY STEMWALLS: WAB GV MASONRY STEMWALLS SHALL BE IN ACCORDANCE WITH FBC SECTION 1804.6 AND AS NOTED IN THESE PLANS. SEE BELOW FOR MASONRY SPECIFICATIONS. STEMWALL TO BE A MAXIMUM OF (6) COURSES TALL. CONTACT BYATT DESIGNS IF STEMWALL WILL EXCEED (6) COURSES IN HEIGHT. FOUNDATION STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. DETAILS ,f WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST gE I + (� NON SEARING TURNDOWN SN=ARING TURNDOWN INTERIOR SEARING FILLED. `r SCALE: 3/4' = 1'-0' O SCALE: 3/4' = 1'-0' COLUMN LINES, EG SCALE: 3/4' = 1'-0' I A300. 1 SHEET NUMBER first floor htd 2782 sf first floor porches 689 sf s 1-4 garage 646 sf second floor ht � _�, .�: I d 1118 sf W r{' I CO future garage lofts ace 301 sf RA RA GARAGE :0-3 � : SG :i;" I - RM MKI EM RA i 0 r-s} l� ( m I x16 PIER BLK I OLUMNS I r 9 80 OH DOOR 9080 OH DOOR I i r 9' 1'-4' 22'-0' �'-�' 4 - � ' 8'-1. 6' 8'-2' 8'-2' L- -- - -0 -- -- ---- ----- - - - ---- --- -I-- - --- - --- A-321 I • • I 42' COUNTERTOP I PAVERS 51-10, 41_01 24 I 8�_9 COLUMN DETAIL I>� SCALE:3/4' = 1'-0' Cq (2) 3050 W/ ARCH. A ;••••...... :::: .........•... I ;{!;x::•::::7.'•iieeieiiiiiiii• ii:•ii?9ci�iiJii?�Y'i4iii: ..• .........AR;....... ... .AIF....... I TRANSOM ABOVEX. 0 2'-0' I I I I -- --- - -- -- --- - I I - BREAKFAST r' I I I CLG- HGH. 10'-0' X 0 I 13'-0' g0gm SGS = == _ STACKABLE l2 3080 ii?ii:i•11.............................. ei:.::iiiii3'Riiii:i •iiii•i•iiii{iiii.i m - H R. �, V 2 MASTER BEDROOM CLG. HGT. IP-O' I I Z I� _ = CURVED SOFFIT AT 9'-0' ,n N I I I � -� " - W o (P I KITCHEN I I , _-J I CLG. HGH. 10'-0' I I 0 42, � - - - -- -- - - - - �-- I ' FP c� SOFFIT TRAY — —— 4 -0 5'-5 — —— lm -0 Q Q Uj VI 32)80 PD o - :i......i: FAMILY ROOM 0 �—' o ( — CLC:. HGT. 10'-0' ( Z 2468 ;q -- - - - .- - --I 36' HIGH I v z `� I 8 ISLAND �I I e TOIL � i o ( _ W 0 i I I O III I _� A CLG. HGT. 8'-0' < I 0 LL ::.. - --- - z I I d) m a 2'-24 IIP > MECH. < I REF. _ J ,n m I = .. ry 40 :::is::art.i::;::i::i::i::at::ii .::;iii. V IIS 10'-2' I U- I a i ;•; 3'-3' 3'-0' 9'-6' F-4 I I LU ( LU I 2'- 4'-4' 6'-02' _ CLAW W� N I W N 9'-5 ' 0 3'-8' 6'-�' 3'_6� 4'-3 ' 6._0. 4'_3 . T�13 �W I : ex I z V w::•:x::::ar::. ::::::::.:::::.e:.::.:cc::.::a:.:::::.a::•c::::n:::.::::.:..::.r::::::c:x:::::::a::::•::::::::.r:.•r::::::•:::.:s::s:.::...s..r::er:.:::::::c:::av:.:.c::a:.:nr::::::.x::::ec:::...a•:::::•:�•::s::.:::::::::•ex::v::::::::::::::::::::.r::.•r:..:x:::::::r :::. r I I ry N E: BULLNOSE , T CORNERS Z —K CUBBIES `t CLOSET 6 x8 CASE OPNG MAS ATH g I I I I I WH iii .,I I I I CLG. HGT. 10'-0' 1 4'-0' '� "� I LL LOW \0 x ' S� I I "1 I I I STOR. ° — I M UTIL ITY N �`-� —— FLOOR AoVE — — - — CLG. HGT. 10'-0' ( — ——i T� W ( ( I :KNr- I I \\ I We hereby expressly reserve the property LU rights to this drawing A a TOI ET I I UP I \\ I p p �v and it is not to be reproduced, copied in �i1 I D ,p I - _ _ any format or manner } I6'-01' 3'-111' 3 $ I SER I I R < S 2 2 4' 0` QO I 9 i '" SINK " " I i r 1. — I, : obtainwhatsoing urhexpr exout press I :< TOILET I �, DINING ROOM I ENTRY �� -2� 3 -�� written permission and :iii<cii:Y::ii:�:ii:•viii _ <ii I ::.i.:-::;:•::•:•:::.:.:.:.-:::::::::::•::::.:::.:-:.:.:::::.:::.::•:::::.::.:._:.::....:..... .... consent. - - - - - - _ - - UP _ _ CC I 2626FG / SHOWER SEE SECTIO FOR VAULT INFO CLGs. HCsT. 21 4 ::::.::::.::. L — — — — —— — � 1. I 1. " I •i `�' r — — 9—�——— — —— PROJECT NUMBER - - m - - - - - - - - - - - - - - - - - z I I A321 I :•ii "�riiisoi :{iiiii>.tiititiriEii:�;�i: :: :; UJ LK IN CLOS T _ I CxARAC-cE � nc I =_�--=- - t #r �\� �o- BEDROOM 00 PAIR/ I % CLG. HGT. 10'-01 I �► I� © ::: 3068 SC:::;:: I I , I �, CLG. HGT. 12'-0' 0 I ( , F I iiiieiiiiiii . 1 xl6 PIER BLK '� 2�L4. I- OLUMNS I B INDICATES LOCATION I 10-19-08 PERMIT ISSUE FOR THREADED R RE DED ROD ::i::;ri::is:i::::::;:;::::;:;;::i:::a:: • - : •::_:..... 08 19-08 PRICING ISSUE 9 80 OH DOOR 3080 OH DOOR I tt I TYPICALLY "` (2) 3050 ( DATE ISSUE/REVISION '•: ( I .+.........:iaii:ii:i —— DRAWN BY. CHECKED BY. CK IBI-01 II (2) 3050 I 1 �'-6' �'-6' CRU GV 12) 6 L _ ' Ir , 10, I'-4' 22'-0' -4 4'-5� : 6 Alt I 8 9'-0' 14'-8' 25'-0' i 15'-0' 9'-4' 1 FLOOR DD L --- -- � - - -- - PLAN A-321 • � .,.. _....:,,.. ___.... GAR A-321FIRST FLOOR FLAN �� ST � OO �N SCALE: 1/4' = 1'-0' GARAGE 1/4' ■ 1'-0' MAIN HOUSE A301 �;. SHEET NUMBER PRICING DOCUMENTS - NOT FOR CONSTRUCTION $ �I 2680 DOUBLE — — — — �I I � ZI ATTIC GUEST ATTIC LU I � I I I � j6'-0' 6'-0' I I � I I - - - ------- -- --- -- -- ---- - -j 1* '0111'-0' 11'-0' it �u d } (n ED aW ^ m0 � LU Z J r — - - - -- - --- - -- - - - - - - - - - - -- - - - - - --- - ---- (2) 3050 SH (2) 30 wo SH I COFFER COFFER a Io I - -- - - -- -� \-- - - -- - --� id o I BEDROOM I I BEDROOM I p 0 iCLCx. CLG. HGT. 11'-0' I 0 I� Uj I I 1 Ila 1;4 -94• 1 m I I Z 1 I I I I W GARAGE LOFT STAIRS: 11 RISERS AT 1.125', TREADS ARE 10.5' WITH 3/4'NOSINGS, TYPICAL. CONSTRUCT LANDING 01= 2x6 SYP+Z 12' OC WITH 3/ 4' 3080 DOUBLE —— — —— — 3080 DOUBLE PLYWOOD SHEATHING SCREWED AND - I CLOSETCLOS T I W GLUED. STRINGERS SHALL BE 2x12 02 � — — —_ _ — — —_ — — —_ — —_ SYP. N I RTS RTI - - — 1 -1 Ice S tr 0 MAIN HOUSE STAIRS: I Z 1668 R BIN 1 N 19 RISERS AT 1.25', TREADS ARE 10.5' I — = SEAT V (a I � WITH 3/4' NOSINGSCNI I _ 77 TOILET TOILET I V r IA - - - - - - -- ---- � m TUB I0- r I r— z - -- -- -- -- - - - - -- - - ----- - --- -- - - -- - - --- � MEC RAE ICAL r I I 1 to I I W Q O 2868 30 50 H 5 3. 10 I a D CSU ST I Io , I o O TOILET ao I 1 ILU DN I 1 eserveWe ethe property y TEMPERED FIXED GLASS rights to this drawing and it is not to be I SHOWER I I LOFT reproduced, I reproduced, copied in 1 Z any format or manner cRTS Q- 0I 1 �oJU I whatsoever without firs t obtaining our express Q� N — _- - _- - written permission and CLOSET consent. I 1 2680 DOUBLE 0 i i — — — — — PROJECT NUMBER OFEN TO BELOW z1 i 0 I J O W JA e IX 1 vo ATTIC GUEST ATTIC I i 1 Bu- 113 I ( 8 I 30 50 SH I I - --- - -- ---- - --- - -I (2) 3'0x4'0 1 L — - - - -- --- - --- -- — � I ( 10-19-08 PERMIT ISSUE 10'-42 08/19/08 PRICING ISSUE 10 DATE ISSUE/REVISION I I DRAWN BY: CHECKED BY: e ( ( WAB GV , - - ---- --- - --- 50 5 eH---- --- ----- --Ar -� SECOND { FLOOR PLANJ 01 s / SECOND FLOOR PLAN 's GARAGE SECOND FLOOR PLAN SCALE: 1/4 I 0 MAIN HOUSE A�O2 SCALE: 1/4' 1'-0' GARAGE LOFT J , SHEET NUMBER ww Jnr N y O m rn �wN=� �s►m �B� cnX �. �w ►.�- m _11111 -nw 'n 'nDk � (P 9m 9r-r O mk r iT1 O �F,D-�o� o� -4 O (P p D� -10, Z _ rEpo r- 5� RIDGE 3/ 12 (P iR � ��iii Z (P (A o � D� to r- X pt-i Q -.>a1 T_ =c-� O{ E r �Dwm{ rz r 3 ►� X -.lwF- X rn �(P ►3X r-� rn X MF E �F D r M E V -1 X A E = w 0 r O C7 O -- — -9 Z D D < P IF: ZKZ I 0 Zz O O m Oor D �J�Z7_ F rF=t- oo 3 _ - — �' I z' M (P r Im go n - , aO 1 /2' DG L m 10'.IV. a rpt 4 i I� I C3)2x12 N nnrp 6 I p I VIII 0 m N INII X O uu� { v � Ix � ml ' �mAl -n I i Z11 2x _ 3 o x ,- OI �; P-4 ................................ 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