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11850 SW GREENBURG ROAD-2 C 00U W F CO co Z a N O 20 m CCD M' 99 I I I I I I -- L — a a I I I I I I I REMOVE GARAGE DOOR AND LLI FRONT E UPPER WINDOW AND WALL OVER � 0 1 2 3 4 8 SCALE: �-- — 1-EET ALL FEATURES OF NEW IS TO MATCH PRE-EXISTING DESIGN LOADS: 5G:!JARE FOOTAGE O Roof design load (standard) = 15 D + 50 SNOW SELEASE DATE- d EXISTING 1''AIN LEVEL 1586 O Roof design/ceramic the = 25 D + 50 SNOW 8_13-03 UPPER LEVEL 425 O Floor design load = 12 DEAD + 40 LIVE CsAR,4CxE EXISTING 381 MAIN LEVEL ADDITION 135 DOORS AND WINDOWS: a Interior Exterior Partitions = 10 PSF LAST REVISION: UPPER LEVEL MODIFIED (UNIT 3) 425 a Seismic Zone = 3 UNIT 3 LOWER LEVEL CONVERSION 38� o All glazing, including skylights to be double glazed. i e Maximum infiltration for factory built windows of 0.5 for requirements per lineal foot of o Ground snow load is 25 lbs PS=. unless otherwise noted. If snow loads for the region where this Ian is being constructed are higher, it is the res onsibIlit of the operable sash perimeter as tested by standard ASTME 283.13. Site built or mill built p• g g p y windows exempt for requirements, but must be made tightly fitting, weather striped owner/builder to have the plan revised, at his expense. and caulked. FRAMING: (D CODES: a Glazing in doors and glazing in hazardous areas as described in the IRC Section 8308 to O All framing to comply with the IRC. be safety glazing, showers and tuba, etc. Nail sfzing and spacing to conform to section 8602 table 86023 e The Internat(on Residential Code 2003 for One and Two Family Dwellings, herein reffered to as IRC, are to be followed for all building procedures, in addition to all PLYWOOD: a All wood in contact with concrete shall be damp proofed with 055 felt, sill plate gasket, applicable local codes, state codes, national codes or authorities having any pressure treated with waterproof preservative or other approved method. Jurisdiction. O Plywocvd roof and wall sheathing to be C-D INT-APA (with exterior glue) per UBC BUILDING TYPE: Standard No. 25-S unless noted as otherwise. Minimum plywood nailing to be b" O.C. a Bolts and nuts bearing against wood to be provided with flat cut washers. at all supported edges and 12 O.G. at interior supports. Nails to be 10d common for t treated with an O Type VN 1/21 , 5/8 and 3/4 plywood roof and floor sheathing. .,tagger and laps at roof and a Wood bearing on or installed within 1 of masonry or concrete to be t ea e Occupancy Group R-3 floor sheathing. Nails shall be 10d common for 1/2" wall sheathing (all edges to be approved preservative. blocked). i • Fire Zone 111 a All metal framing anchors and hangers shown on drawings shall be Strong Tie STANDARDS: Supports shall be supplied to all plwood edges with plcllps, clocking, tongue and Connectors as manufactured by the Simpson Company or approved equal ' groove plywood Joints or other approved methods per APA recommendation. o Contractor shall verify all conditions and dimensions in the field, and notify Design INSULATION: 4 Drafting Dynamics of any discrepancies. WOOD TRUSSES: o Ducts in Unheated spaces R-11 (FIXED), R-8 (FLEX) -,TY s1ARD _ Approved..�/L��IV.�!�. ................. e Contractor shall provide all necessary temporary supports for walls and floors prior to o Sha Il be factor Fabricated trusses. Desi n and fabrication shall conform to the Conditionally Approved .......................�9.... t the completion of lateral and vertical load a stems. y g O 830 in va Ited roof, R-38 in attic. R-25 in floors above garage.For only thew r�a caescribed in: p y requirements of the UBC engineering design along with the IRC PERMIT NO.J# '�----�-- and shopdrawings in s bee r(n the stem o f a See Letter to:Follow. ..... "•"•••••.. O Drawings are not to be scaled, written dimensions take precedence. g g p o R-21 Exterior Ura lis and wails between residence and garage. Design Drafting D namics, Inc. Shall not be responsible far changes or departures gprofessional engineer and showing all details of construction including bracing. Jon Address:_ a lr ,�"2 *_ . .sw G�tf,Z`ti8�� registered from these drawings and specifications b owner, building official at an time O Consult local building authorities for possible varying requiremeR&O9� Z g p g or an y y O Trusses shall be designed for uniform loading as follows: -A during construction. STRUCTURAL GLUED LAMINATED LUMBER: e Design t Drafting Dynamics, Inc. does not assume responsibility of any errors or Top Chord 50 PSF. of tributary area � II omissions on these drawings, unless advised in writing of su&i errors or omissions Bottom Chord 10 PSF. of trlbutary area O Shall be Doug-Fir fabricated to the requirements of US Products Standard PS 56. prior to commensuration of construction. g q ® Wood shak,-s to be inter Raid with 18" wide strip of breather type underlay. e Normal working stress values of 2400 PSI in bending, 1150 PSI in tension, 1650 PSI Lfl O Owner/Builder shall be responsible for the appropriate site of the residence upon the g g property and to comply with all regulations governinJ this sitting. LUMBER STRENGTH (Unita in PSI) unless shown otherwise in compression parallel to grain, 650 PSI compression perpendicular to grain and 10 ® f Fs Fb E PSI horizontal shear. (combination 24F-V4) Use waterproof glue. o Owner/Builder shall supply all missing site dimensions, elevations for lot, legal a JOISTS RAFTERS MISCELLANEOUS: AE� description, north arrow, main streets and any neceseary elements which bear upon NEM-FIR 02 -15 850 1,300,000 t� this site. o Caulk around all new external openings using non-herding caulking compound. o BEAMS, HEADERS, LINTELS, GIRDERS o Flash all changes in exterior walls and all exterior open(nee. C,i,TY °r;�i AI " 4" Nominal Doug-Fir 02 S5 8-15 1,600,000 Greenburq Rd. 11850 b" Nominal Doug-Fir 01 85 1250 1,600,000 o All siding• and stucco to be 6" min. above finished grade. BUP2003-00499 1 1 of 8 # O GLUE LAMINATED TIMBERS e All railings to complq complywith 8315. All guard rails to compig with 8316 OFFICE COPY i;)oug-Fir Larch (24F-V4) 190 2400 1,-700,000 o Stud solid under all bearing points type. IMAGE IS: NOT ASCL_IF THE OR TYPE ON ANY r�llrllllifl1illlllllllillll I iIIIiIfIIIIIf r f��Tllrl►Irn rlfifirll�flr 1 llllllllllllllf ilfll��ll�flf�jflflfffltltlf�!�Illlllrllrllllf ll�fllllltlt1fllll lltlllllilllthl�fillllfllll�lI I �. ' ARASTHISNOTICE, NOTICE IT IS DUE TO THE QUALITY OF THE No 38 �`r'r, ORIGINAL DOCUMENT E s z e z c z 9 z z >b z s r, �I �II I�IIII�IIIIIIIII�IIII�III IIII�IIII�IIIIIilll�lilllllll�lll►�I►II�IIIII�III�II!II►�il�lllllllll��lll Illl�lllll�lllu(((ll►i►�Illlllll►�Il�l�►Ili�uLllllli111lllu�l�u1W11�1 a II�IIIi�INlll [II IIII IIIIIIiII L IIIIi�ll �lll�llll�llll IIIIIfIII illi( LII III w � < F Q� -- _AREA OF NEW ADD !ON _-- — z a m s a CD CO cn ° Lj � L � U R 0 0 '1f^� i� ELEVATION 0 1 2 3 4 8 SCALE: FEEL NEW ADDITION -- RELEASE DATE: 8-13-m'3 LAST REVISIT.!: NEW ROOF OVER ADDITION NEW ADDITION 1 ALL FEATURES OF NEW IS TO MATCH PRE-EXISTING 7 REAR OF DWELLING REAR OF DWELLING FAfRTIAL fRIG4T ELEVATION Lu 0 1 2 3 4 8 SCALE: ` FEET MARTIAL LEFT ELEVATION 0 1 2 3 4 8 SCALEFEET I 2 Greenburq IRC. 11850 BUP2003-00499 2 of 8 S i NOTICE: IF THE PRINTOR TYPE ON ANY rir III III lit ill III lil I I il_l 1-I--I-I Ill 1 ; -l-i-1.1l-i-l -►-i_l--1 i4ll t-i-l-1-l-it l-il-1I 1t_i_l 1 lil I lil 1 l61IMAGE IS NOT AS CLEAR AS7HIS NOTICE, it 1-l_i_l 1_l-i-l I_l-i_-l 1.-I!I 1l-i—l -li-t-II--i—l I I8II I1_l-il-I—. II lit I I I il ' til IiI III III IiI lilil�il� III I Ill Bill I `j� � No.36 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT E 8Z 8Z LZ UZ- Z ibZI 1tZ �ZI [Z OZ I et I I Bt �ILIIItIIIIlII9II�iIIIIlII4II1IiIIIII�Iii�lbilllllllfill�ltllll{IIt III►►i{►iiiit► lllltIIIIIII8illlillleUI 9 11tI 11L�1ItII�I�I�I�h�kIil 2 43C ! I III►{iiill ���liiillliii►I�il�il Iliiillll i{i Illlii►!1 ii rn J Ex m � m z v y to m cc) � �. — REMOVE ALL FEATURES sHoWN AS DASHED. UFFER uD UNIT 3 x ABOVE GARAGE 1� tEl l REMOVE SECTION OF WALL WITH DOORS AND WINDOWS SHOWN AS DASHED LINE REMOVE WINDOW- ND WALL OVER A UFFER UNIT 3 ABOVE GARAGE I� ARE O� RELEASE GATE: U --� 5E D ROOT"1 L AUND R*' RM. 8---- 3-03 5EDROO I v UNIT 2 EXISTING LAST REVIS.-,")N: UNIT 1 CL ST. c ST. -_ UNIT 1 UNIT 2 C� TCHEN LIVING RM. LIVING RM. <I TCHEN _- UNIT 1 UNIT 1 UNIT 2 UNIT 2 I I GARAGE I -- I Lu LH t REMOVE GARAGE DOOR AND WALL OVER 0 1 2 3 4 8 SCALE: - �"'9---- ---' FEET Greenburq Rd 11850 B U P2003-00499 3 of 8 .:.. u...._:, - ,,___. ,...,... ... .... -..�.,..., .�, ,� � ,..,•�. �:. .�(!'b ..,.... I%�', }2 .i�°SC..""t�i?6�f'f��!'.':rn'r. au t,"r...,:."�:iR"ttlC _.. .'"M!T13.'1�k�y .n::.; xz,�RAf4+f��M:;w,rs�mt..d_:� NOTICE: IF THE PRINT OR TYPE ON ANY =1r ll�i�ililil� iililT t ilili�llililifhr r�rt�r�rirl r�r�Trr�iCi�rLifirlli�l Iltll�l I�tll�l I���t t �II�I�� t1T�►li Ili�rlr1illllll Ililill Ililili 1111111 ipli ililili i !illII C� IMAGE IS NOT AS CLEAR AS THIS NOTICE, j1—� J�_—I-�4151I_ I I 8 I 9 I lv I 11 I IT IS DUE TO THE QUALITY OF THE No 39 <-; IIII $�!II IIsILI zI8II!z1IIIII'cI zI!II II �z �Z 6�z Ei7z x z s[I 9 G x 9ORIGINAL DOCUMENT 9II1I1!IIItlli�1111T243x S x fix I S�x z x x x x s e c 9 9 1r� £ z x 91Y11N i Y ` II �1111111!I111111111 I�►Iillll�lll!�IIII�!� II� I I I ��� I � � � � I � �i .. III I I IIII � Illlllll�llll llWlllll►SII 1111111!III►IIIIII�Lll1Wl.11lllllllll�.111 Illlll� ►� 1� E D � � F x in m F 0 00 rj 0 N a' m co - 1511— -- — — -- — 33'-lm" _ �' o A lo NEWLY ADDED DOORS AND ALL DIMENSIONS ARE TO WINDOWS ARE INDICATED BE VERIFIED IN THE FIELD -- - - -- -- WITH SIZE CALLOUTS BY THE CONTRACTOR AND ADJUSTMENTS MADE AS -- - REQUIRED DECK e HATCHED PATTERN INDICATES 151 5'-102" 4 41-2" '-5" 31-411 41_311 41 (0'-2" _ NEWLY ADDED AREA BRACE -- NEW -- -- — -- - -- NEW — BRACE PNL. 4' LCs. SEAL 1D SEAL'D PNL• 4 LCs. _ — — — — — — — I-- NEW INTERIOR AND _ NEW NEW EXTERIOR WALLS ARE 2x5' 2 0x5 m SHOWN AS SOLID S.H. S.H. x"�/ _ 51/8"X I�s" In �Lrl ARE A OF Lill I �- 3-2x4 STUDS I G �- TYPICAL ® cn LAUNDRY Rl"i. BEDROO"1 �, --� z BEDROO"I BEDROO"IC14 C14 U x UNIT 1 BEDROOM x i— U / UNIT 2 EXISTING UNIT 1 UNIT 2 REMOVE DOOR AND PAD AND CLST. CLST. WALL OVER UNIT 1 UNIT 2 k pGiFi GF1� � RELEASE DATE: � _ — © 8-13-03 CARPORT -- KITCHEN NOOK EXISTING REVISION: I KITCHEN LIVING 1IR i. E- 0- I UNIT 3 UNIT 3 L I VINE Rt`,. KITCHEN UNIT 1 UNIT 1 to � 3�_5f1 UNIT 2 UNIT 2 r2n a Y - - ��_- - - L IV ING Rl"i. -- — -- _ UN3 _ z o- _f—SEE 8 . NOTA.:: - ENT Y — PROVIDE LIGHT SOURCE AT ALL BEAM HEADERS OVER DOORS -- STAIRWELL PER SEC. 8303.4 AND WINDOWS ARE 4x8 NO2 U.N.O. WITH 3WAY SW. AT LOWER AND --� UPPER LANDINGS NEW ALL SHEATHING TO BE NAILED 6" O.G. AT 40x40 EDGES AND 12" O.C. IN FIELD OF PLYWOOD. —A XO INSTALL FLAT 2x4 BLOCKING AT HORIZONTAL t� tl JOINTS. lul/ W S -5 2--411 _ -1 -1 INSULA"PION APPLICATION PER PATH 1 (TABLE 13) THIS AREA IS HEATED — 18 -10 _ USE EXISTING A771C AND CRAWL SPACE ACCESS 3 HABITABLE SPACE CONVERTED FROM GARAGE -- SPACE J ELECTRICAL S l'MBOL DESCRIPTION 110V <DUPI-EX) OUTLET ��, 110V CUTLET UP G.F 1. , NAILING SCH�U��.:- - --- - _ I JOIST TO SILL OR GIRDER 3-801 TOE NAIL RAFTER TO TOP PL. 3-801 TOE NAIL FAN Uk `LENT TO EXT. (MIN. 50 CFM) BRIDGING TO JOIST 2-8d TOE NAIL BUILT-UP CORNER STUDS Ifod 6 24" FACE NAIL SMOKE DETECTORS TO BE 2 SUB FLOOR TO GIRDER 2-1601 BLIND t FACE TtG SUB FLOOR (GLUED) SCREWS 6" PERM. _ SOLE PL. TO JOIST 1601 IV 16" FACE NAIL SCREWS 9 8" FIELD HAROUIIRED Ul/ 5ATTER r SACK-UP -� TOP PL. TO STUDS 2-1601 END NAIL PLY WALL_ s ROOF 5HEATHING 801 Is 6" EDGE NAIL --- STUD TO SOLE PL. 4-8.1 TOE NAIL OR ------- - - - - ---- — 8d +� 12 INTERIOR 2-1&d END NAIL TOP PL. At INTERSECTIONS 2-Ibd FACE NAIL NOTE; DOUBLE STUDS Ibd 0 I6" FACE NAIL MULTIPLE JOIS S (UP TO 3) Ibd 6 15" STAGGER NAIL LOCAVC06 OF ELECTRICAL SrM!30LS ARE FOR DOUBLE TOP PL Ibd 6 16" FACE NAIL1 601 66" EDGE NAIL MULTIPLE JOISTS (OVER 3) 1/2" t BOLTS W/WASHERS REFERENCE ON/Lr. ACTUAL LAST'-OUT OF OUT-LET$, CONTINUOUS HEADER (2 PG) 1 CLG. JST. TO PL. 3-801 TOE NAIL SIDE a 24" O.C. 1 X SPACED SHEATHING 2-801 FACE NAIL VENTS, SMOKE DETECTORS, ,ETC. MA'r VARr FROM i 6 2- 0 1 2 3 4 a CLG. JST. LAP OVER PL. 3-16d ,=AGE NAIL AS SHOWN. Greenburq Rd 11850 GALE. f --�--�--� FEET CLG. J5T. TO RAFTER 3-16d FACE NAIL f3UP2003-00499 4 of 8 . .. _ .. .... 1R1?S1!!rtw�!4�!" '; 1119XifidrkfM?..l�A'+h�!:'".'."'�Pvryn.. ra,^iuw*y�tn"^` i NOTICE: IF THE PRINT OR TYPE ON ANY r�r i�� ill III IIS iii iii I 1 iii I(I I(I I r tJr r�r r1 r�r rl7i(r r i rJi r(r I(I 1(r 1( 11r lii I r I(I r(I r(� 111 Ijr T11 1(r r ► 111 I(1 iJiII111 f(I fCI I(1�111'i(I I�I t(i(IIII IMAGEIf I I 1I I I �1 I I f T 4 l i � I I6� I I � I I 1Q� IMAGE S NOT AS CLEAR AS THIS NOTICE, L_-_ -- ------ 1- --- _ _-----__1 --- 1----- _ - �---------- -1 --- ---- ---- -------�L IT IS DUE TO THE QUALITY OF THE No se &r-' = ORIGINAL DOCUMENT2431 s ez I s�, tz az z ibti sti ti [z oz si et t,1 st s1[ �t sx zt itI �Y �s s t I�sI �9 'd s z T„���e � I ��� � �� ��►�1���� ����1��� ���� �► ��T►�1���� �������������1�����(���1��►� ����1���►I���������i��►1����i��►�l�►������I���i� �l��►���� ��������li�►����►I��(�l�llllllll►Ili�llll�ll�l�ll!llll�lllLllllllll11111.� � I� III►►�►1 Q CIA U U V � I z v a,to co a o m ; s ? ir ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND ADJUSTMENTS MADE AS REQUIRED I RELEASE DATE: 2'-1" g'-10" 5'-10" 8-13-03 LAST REVISION: Ilx F 54TH - �4 NEWLY ADDED DOORS AND UNIT 3 2 m _ WINDOWS ARE INDICATED 24 WITH SIZE CALLOUTS NEW INTERIOR WALLS � �-- PROVIDE LIGHT SOURCE AT ARE SHOWN AS SOLID 2 a STAIRWELL PER SEC. R303.4 C14 WITH 3WAY SW. AT LOWER AND UPPER LANDINGS UNIT 3 31-4 - p — - - SEE 7— —KI --- - til NEW 4mx4m V 21-411 18 -10LL EL.EC7tRI CAL ST'MBOL DESCRIPTION 01= Ilov (DUPLEX) OUTLET NALING_SCHEDULE: =�, I10V OUTLET W1 GF-1. JOIST TO BILL OR GIRDER 3-8d TOE NAIL RAFTER TO TOE' PL. 3-8d TOE NAIL FAN W/ VENT TO EXT. (1"I1N. 50 CFM) BRIDGING TO JOIST 2-8d TOE NAIL BUILT-UP CORNER STUDS 16d tv 24" FACE NAIL SMOKE DETECTORS TO 13E 2" SUB r-LOOR TO GIRDER 2-lfod BLIND 4 FACE T4C-i 5UB FLOOR (GLUED) SCREWS 's 6" PERIM. SOLE PL. TO JOIST 16d IV 16" FAGS IJAIL SCREWS a 8" FIELD WAROUJIRED W1 5,47TERr BACK-UP ' TOP PL. TO STUDS 2-16d ENL NAIL PL.r WALL 4 ROOF SHEATHING 8d a 6" EDGE NAIL STUD 10 BOLE PL 4-8d TOE NAIL OR 8c! 6 12" INTERIOR �� 2-l��d END NAIL TOP PL. AT INTERSECTIONS 2-16d FACE NAIL N�� -- ------ -- DOUBLE 5TUD5 16d it., FACE NAIL MULTIPLE JOISTS (UP TO 3) lro& a 15" STAN ER NAIL LOCA71CN6 OF ELECTRICAL ST'MBOLS ARE FOR ,K DOUBLE TOP PL lfod 16" =AGE NAIL MULTIPLE JOISTS (OVER 1;2" 4 BOLTS W WASHERSREFERENCE ONL''r' ACTUAL LA r-OUT OF 0U7-LE7` CONTINUOUS HEADER (2 PC) Ibd 16" EDGE NAIL EA. SIDE 0 24" C.C. VENTS, 5 MOKE DETECTORS, ETC. MA r VARr FROM e GLG. JST. TO PL. 3-5d TOE NAIL I x 6 SPACED SHEATHING 2-8d r-ACE NAIL 0 1 2 3 4 c3 GLG. JST. LAP OVER PL. 3-16d FACE NAIL ,4S SNOU�i�. ----- GLG. JS?'. TO RAFTER 3-lbd FACE NAIL Greenburq -0 99 SCALE: - - FEET 6UP2003-00499 5 of 8 NOTICE: IF THE PRINT ORTYPFONANY �I'llr Ilillil III IIIIII I ! IIITIII11III !R1�I I II 'l. ' ll�illrlI�l lll►I�II'll ISI ISI 1�1 III III III I III�I(I�I111IIII�11 �IIIIll111111111illl' 1;111-T[Ttl1 I ' l � ' LI IIMAGE IS NO AS C! EAR ASTHIS NOTICE, �1 L = 41 - �-- -�1 -I- -�1-- � --f ---- I---- ►�' I 1Q --- I IT IS DUE TO THE QUALITY OF THE1' 24,k . ORIGINAL DOCUMENT 8Z �3Z GZ 19Z 4Z fiTZ-- EZ Z iZ I OZ 18[ 9: Gi SETT yi I fiT ET ZT TT t 8 8 L I 9 �uN1 f �1WWIIIIII► llALL, [L1�I��.0 ,I�l lor1� I �� I ► �� � IIJ I�I I���►�Illll I����ll►I III�I�I���III��� l.i�hi�l�l� Illll�ll I� ,�I� II �II � I �lllll���ll��lll, �� II III►III I � � a 2x8 TREADED E.. o Call � z DECKING OVER � � 2x8 P.T. 2'-0" O.C. x a cc s En '00 4 z 34" - -6'1 -b- ----� `6--- ----- - 1 8 " 8' -3 -311 81_311 3 a � I 11 �' 11 ' -- -- -- - 111 � ; �•{F U SECURE NEW FOUNDATION � 5 � 2x10 P.T. IF EXISTING FOUNDATION WITH 'SfMPSON' E722 � BOLTED TO r _ -- _— -- -- �- — -- — — - — — U26 WALL 15 CONSTf2LlCTEp EPDXY SYSTEM OR EA. POST L — -- — -t L _ _ _j TYP. WITH CMU THEN GROUT FILL AN APPROVED EQUIVALENT. WITH 3/4110 THRU - --- o - / 3 7XIb" SCREENED 10 CELLS EACH SIDE - BOLTS a VENTS WHERE SHOWN w/N4 VERT. 0 16" O.G. / - --------- NEW P - FOUNDATION r — r — r- — FOUNDATION j L F 1 r — — Yp \A L J L _ J L _ J I ,D T�' '. SOUND �" I ON TO #-� TF FOUNDATION CONN.U U U U IJ U U !J U U U U LJ LJ U IJ }--- . NO SCALE A Illy ; 1 u u u u21-4-__1u u U U U U U U I U U U U U LI U U U U 1-I U U 1 SIMPSON U2b TYP. 04 CONTINOUS 7 VERTICAL 61 4' O.C. FOUNDATION AND DEC- t< AT REAR ADDITION 04 CONTINOUS 0 1 2 3 4 8 SCALE: FEET RELEASE DATE: ( B�)__STANDARD FOUNDATION 8-13-03 RE INFORCEI IENT LAST REVISION: CONC. FLOOR OF UNIT 3 v v v v v SLOPES TO DROP 2" FROM BACK WALL TO FRONT WALL. 1w 1wa a . : : :: ' USE A CONCRETE LEVELLING ' _ ' - a e a : : ° :: COMPOUND TO LEVEL THE FLOOR. a v C v G v a v G • G v a • a v ► q ° v ► v ► v ► v ► v ► vv • ` v ` 1w ° v ° v d v 4 v UNIT 2 FOUNDATION NOTES ° ° v ° v ° o ° v ° � v UNIT 1 a C 1wa v a a e <1 a a 1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL ° - Ir DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS a a a a s a REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW a - a • a v a v a c a THE FINAL GRADE. ` ` o -UNIT 3 ° - 1w IV e 2. SOIL BEARING PRESSURE ASSUMED TO BE 2000 PSF. ' . v . v v v ' v 10. . ! .DEQ GRADE SUPPORTED SLABS TO BE A a v a v d 3. MINIMUM LOF 4" ?A 9' .: : Gi NULAR MATERIAL COMPACTED TO 95 0. 4. CONCRETE TO DEVELOP A MIN. OF 2500 PSI AT 28 DAYS 17 WITH A MIN. OF 5 SACKS 0r= CEMENT PER YARD AND A MAXIMUM SLUMP OF 4 . 0 G v G v G o G v v ° v ► v ° v ° v — v a o a o a n 5. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' ' � (MAXIMUM) INTERVALS EA. WAY. cl 6. CONCRETE SIDEWALKS TO HAVE 3/4" TOOLED JOINTS ► - ► AT 5' O.C. (MINIMUM). v 1w = - I. REINFORCING STEEL TO BE A-615 GRADE 40. WELDED Z WIRE MESH TO BE A-185. 8. EXCAVATE THE SITE TO PROVIDE A MINIMUM OF 18" O CLEARANCE UNDER ALL GIRDERS. 9. PROVIDE A MINIMUM OF 1 SQ. FT. OF VENTILATION AREA CONCRETE FLOCIR A T UNIT 3 FOR EACH 150 SQ. FT. OF CRAWL SPACE AREA. VENTS ARE TO BE CLOSEABLE WITH 1/4" OPENINGS IN CORROSIVE 0 1 2 3 4 8 RESISTANT' SCREEN. POST NOTICE RE: OPENING VENT SCALE: ����---�— FEET AT THE ELECTRICAL PANEL. 10. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED WITH 55" ROLL ROOFING. 11. PROVIDE CRAWL SPACE DRAIN AS PER SEC. 2910 OF UBC. 0 1 2 3 4 8 � SCALE: —+—�-------__�_.__.a FEET � / UrBUP2 n -0 199 BUP2003-OU499 / ---- �NII►Av�t- NOTICE: IFTHEPRINTORTYPEONANY IIS � I ' � I � IIS � � � I� � � � I I i ill tli ISI I t tit i � � I �► t1► tll ► �► I �I ► I I� I I 'I I �i I 'I tai III ►�I I I ill III tll III t�I ISI I � I I I tit Int ► �I I I I �I ISI flllllll � ll iii VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE. Z f I1 ---- I -- 4_L _ .I---- 1----- —� 61— • I----- ��._. I g I I �� IT IS DUE TO THE QUALITY OF THE Nn 36 ORIGINAL DOCUMENT ( — — — — -- — — — — — -- — E 87i 8:6 LZ 9y Z 6Z E'L Z iZ 0Z 6I tai Gi 9t 4t fit St Zt I tt t �8 8 Lylu�,Lllu � ItII�HI�IW IIlIIIII'IIII�I.I�IIIII►1�111 w m m W < F CO M - Z v N COMP. ROOFING OVER 2 LAYERS a w m :� OF 15+' FELT OYER 1% " CDX PLYWOOD co co i , OVER 2x6 RAFTERS 2'-0" O.C. v BUILT OVER MAIN ROOF. 4x8 HDR'S OVER - - - • � DOORS AND WINDOWS _ - - e - - — - GUTTER TO MATCH EXISTING WITH DOWN SPOUT TO APPROVED r� DRAIN SYSTEM v - --- ----- -- ----- __ 2 xb FASCIA 51/8 nx11/2 a G/L 2x6 B. RAFTER - I -_ — � - - - -1 - - _j C — —I F_ c- - - - - - - II A I I u F_r o �� I o L ! I I ! II II II I I � I II II � II ! ! I I I ! ! II II � II ! ! II I I II II r1 II L c:I— II I ! I ! II ! I IL - - - - - - - - - - - - - -- - - - __r�- �L - - - - - -� L - - - - - - - - 1L � - - - - - - - -- - - - - - - - - - - -- - - - - - � - - — 7 C = C C- - - - - � C - - -- - - - II II � — II II II � II I II II II II II ! ! I II II II II II ! ! ! - - - - - - — � -- _ J ! I II I --- -r - - - - - - _ _ -� I II ! I Ll I ! ! I _— _=1 I ! U I ! RELEASE DATE: I I \ °IL - - - - - - -- -il I I ! II I II / \ II !I II 8-13-03 it II UK— — — II II II II — n II n ! I LAST REVISION: II II II ! I II ! I II II I I II II I ! � II II ! I I LI II ! I --- II II II Ir - - - II II r — � I- - - -- � I Ir - - - J1- - - - -IF-: li it Li C _-__=_73 T I I I UL NAILING SCHEDULE: JOIST TO SILL OR GIRDER 3-Bd TOE NAIL RAFTER TO TOP PL. 3-86 TOE NAIL BRIDGING TO JOIST 2-8d TOE NAIL BUILT-UF' CORNER STUDS 1(od s 24" FACE NAIL 2" SUB FLOOR TO GIRDER 2-16d BLIND t FACE T4G SUS FLOOR (GLUED) SCREWS a 6" PERIM. SOLE PL. TO JOIST 16d tv 16" CAGE NAIL SCREWS 0 8" FIELD TOP PL- TO STUDS 2-16d END NAIL PL`' WALL < ROOF SHEATHING 86 6" EDGE NAIL - STUD TO SOLE PL. 4-8d TOE NAIL OR 8d a 12" INTERIOR 2-16d END NAIL TOP PL. AT INTERSECTIONS 2-16d FACE NAIL DOUBLE STUDS 16d a 16" FACE NAIL MULTIPLE JOISTS (UP TO 3) 16d ID 15" STAGGER NAIL DOUBLE TOP PL Trod 0 16" FACE NAIL MULTIPLE JOISTS (OVER 3) 1/2" 4 E-OLTS W/WASHERS CONTINUOUS HEADER (2 PC) I(od a 16" EDGE NAIL EA. SIDE a 24" O.G. CLG. JST. TO PL. 3-8d TOE NAIL 1 X 6 SPACED SHEATHING 2-Bd FACE NAIL Greenburq '�d. 11850 I 0 1 2 3 4 8 (--LG. JST. LAP OVER PL. 3_ 16d FACE NAIL SCALE: FEEL CLG. JST. TO RAFTER 3-16j FACE NAIL PUP2003-00499 I; 7 or 8 ' b�M++W.k�nta�w�Mlrinein/�+�'wnro+ "�"?,aNgll�Wt�N1ri0.a•asM�a+wM!I+M1n51bNtl'7pl" !4+Nn+R,l��T4�M"a'�°'s^h�,..-,_ � ...�. .. ... .. .. .. - .. ..+ -. ..._...«....... ... wm.......e......�.a.....a+�:aw.�..w.an..r.Yw...�n...M...�....«�,,, �. .. ... e, NOTICE: IF THE PRINT OR TYPE ON ANY r l r I I f III III III I I III I I III III 1 1111 r�r ��T r l 1 111 11111 1 111 111 111 111 111 111 111 1 1 111 111 III 11� l l r r l l 111 1 1 111 111 1111 i 11 1 1 III r111111 111 111 11111 11 1 1 i I I I 1 II I I i I I I f i I I i 1 I to I 11 I I 12I IMAGE IS NOT AS CLEAR AS THIS NOTICE, �_----- ll ____—��--------` 4L �I 6_1 �L------gL-_._—_.--..-.---�L1-__ __._�____L�____-_—.J v IT IS DUE TO THE QUALITY OF THE "°'° �'' ' ORIGINAL DOCUMENT E 8Z 8Z G�Z g1Zr �Z tb�Z EZ Z i11Z UZ et S111t't b1t Zt ii�I o�t 8 8 LL I 9 I 14 I � Z t�iYl)11' 1 !! 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EXIST'G 8-13-03 N TO MATCH CRAWL FOUNDATION - .♦. � f SPACE EXISTING CONCRETE FLOOR LAST REVISION: - J - 1'-6" 1 — 311 -- - $Q. OR RND 12" t S TION THRU KNIT 3 E B S STIoN AT A A ITIoN - I 3 RAIL WALL 36" FROM NOSE OF TREADS AND PER SEC. 8315 1 1/8" PLYWOOD BULLNOSE TREADS GLUED AND SCREWED (INSTALL AFTER ROOF ON) 2x6 LAID FLAT 0 4'-0" O.C. 3/411 x I" DP. BULLNOSE CUT IN TO TREAD z _�— RIM JST 1/2" PLYWOOD RISERS 1 FL If. -- 2x4 LEDGER - (2) 4x12 STRINGERS w/(2) 2x12 AT CENTER TREADS to 10" FLR JST RISERS tv 8" MAX. QTY AS REQ'D. AND PER SEC. 8314 TYi=. CONNIECTION PROVIDE ALLUMINATION AS PER SEC. R314.1 4 303.4 AT PARTITION WALL FOR STAIR CONSTRUCTION REFER TO SEC. 8314.1 THRU 8314.9 ALSO 8315.1 4 R315.2 D T IFIGAL EJAIIR DETAIL NO SCALE Greenburq Rd. 11850 �C BUP2003-00499 8 of 8 I II I I I I I� II II III I II II III II II II III 1 1 11 1 II Jill II I I1 III II_I III I 111 1 1 III I III I III 1181{ I J 111111 1 i l! IIII_I 1111111 IIII_II—I NOTICE: IF THE PRINT OR TYPE ON ANY D 11 llili 1 � 6IMAGE IS NOT AS CLEAR AS THIS NOTICE � IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT E 8z 8z tz 9z z i'z £z z Tz oz 8i 8i tT 9T 4i ibT ET tiT tT T 6 8 1IL-11 9 9 i' S���I��� z �I� L11111111 1111111.1 l l l I IIIIll � II 111111( 1IIII11�1��11II�11II�IIIIIIILI SII III (III►illilll�ll►1�IIIIIIIII�I►I1�IIII�IIIIIIIII�IIIIIIIIIIIIIIIIII �I �IIIII�I I��I� 1 ISI