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� v <br /> � � 4 <br /> Z m � <br /> PREFAB. apN�REQ ROOF W �� <br /> TRUSSES 0 24' O.C. Z �� <br /> (U.N.O.) ¢ <br /> � <br /> ROOFiNG PER PUW °- _ �i a <br /> NZ F <br /> Z p� NN <br /> MMND BAFFLE W/ 1' �IIN. AIR SPACE o a� �� <br /> GENERAL SPECIFICATIONS: � �� <br /> SalPS4N H2.5A OR 4tt EACH � �� <br /> CONTRACTOR SHALL. VERIFY Ai.l. SITE CONDI110NS � BU�DING ONJENSIONS, � SHALL 12 TRUSS TO TOP PLATES <br /> REPdRT ANY VARIAl10NS TO THE DESIGNER FOR RESdLUTION Pf�OR TO (:UNSIRUCTION. �.,o � SEE w � ,,•� <br /> WRITTEN D�IENSIONS SHALL TAKE PRECEDQdCE 01ER SCALED. ^m �m PLAN 2x S(�2ND. VENT BLK. o �� N� <br /> CaDES: 2012 �ITERMATIONAL RESI�N11A1. (�OE (�C), 2012 WASHIN6T�1 STAIE ENER6Y R-49 INSULATION Sd GALV. 0 6' O.C. = N <br /> C0� (WSEG), 2012 UNIFOt�i PIUI�NG COOE (UPC), 2Q12 INTEfUlAl10NAL NECHMNCAL (DIAPH. TO TOP �S.) W �� �� <br /> coo� (w�c�, n�o nu on�� n�ucne� co�s. � cwe a� sAc � � �W <br /> STRUCTURAL: RESISTANT �' GWB � � ^� <br /> S'E15MIC ZONE D1/b2 PER FlG. R301.2(2) dc ENqNEEPoNG <br /> IMND (EXP. B) BA�C SPEED: 85 MPH PER FlG. R301.2(4) 2 �� ��S �� � � �rr�c� FAsaA <br /> COMPONENT/(XADDiNG L4ADS /TABLE R301.2(2) HEADER PER PLAN. USE 2' <br /> FOAM 80ARQ W/ 4x HEADER pp <br /> LaA01NG U4E dE110 TOTAL <br /> ROQF (GROUND SNOW) 25 PSF 10 PSf 35 PSF z �' G.W.B. °� <br /> AfiCS LN�N1E0 STORAGE 20 PSf 1fl PSF 30 PSf F SIOING PER ELEVATION 0/ � � <br /> ATi1CS NO STORAGE 10 RSf' 10 PSf 20 PSf � R-21 INSUL 11'PE 15 fELT OR <br /> �q(S (SEE R502.21) 4d PSF 10 PSf 50 PSF ,� WATERPROOF BUILDING PAPER � <br /> EXTERIt1R BALCONIES 4Q PSF 10 PSf 50 PSF � 2x6 STI�S 0 16' O.C. � <br /> Fl(� ESCAPES 40 PSF 2z6 BASE PL W/ 16d A 16' O.C. • <br /> GUARORA�S/HANDRAILS 200 LBS AT TOP ANY DIRECiI�I TO JST dc 2-t6d EA STUD <br /> (�JARDRAILS �V-FILL 50 LBS APPLIEO TO 1 SQ. FT. �' APA TdcG OSB �i PLYWU. CO <br /> PASS. VEIiIqiLE GARAGE 50 PSf IF ELEVATED 2,000 LB PT. WT. W/ EXT. GLUE NAII W/ 2x RI�1 JOIST W/ 3-16d <br /> r�s {Nor s�c) �a� �o � 50 � ��oa o s' o.c. mc�s g souo Enai �asr <br /> SLEEPING ROOAIS 3Q PSF 10 PSF 40 PSf �IC6. dc 0 10' O.C. IN FIELD � GALV. A 6' O.C. <br /> sr�Rs �o � �o r� so r� (�n�. ro raP �� <br /> OR 3D0 LB PT. LOAD ON 4 SQ. IN. �p� �� p� p� �� <br /> ML BfAMS, qRDERS, HEADERS, RAFTERS, d� JOISTS Tt) � HEA1 FlR N0. 2 OR � � <br /> �TiER AS NOIED ON PUNS. GUJED UMNATED TMI�'RS SHALL � YANUFACIURED R-30 IN�JLATION � <br /> � I�I11Flm AS IZEQUIREO IN AITC A190.1 k AS1Y 03737. <br /> PLYYIOOD i(�EX: CD. ROOF� SUBFLOOR SHEAiHING PER TA�E R503.21.1(1). 2-2xfi T� PLATES N a `j <br /> W A L L S H E A I F N N 6 P E R T A�.E R 6 Q 2.3(3) � R 6 02 3(4). SFIEATHiNG FASTENERS PER LAP SPI.ICES 48• '- Y `- <br /> TABLES RG023(1) d� (2). 3 aro' � <br /> STRUCTURAL NEM�IBER FASIENERS PER TABLE R6Q23(t). HDR. PER PLAN � > <br /> o �w <br /> WOOD IN CONTACT iMiH CONCRETE, P�AR GROUND, OR W000 E�OSEO T4 WEATHER TO � � �ppR p� FpR �' T-1-11 PLYMID �i }" COX <br /> � PRESSI�E TREATED dR NATURAIlY DURA�E W000 PER R317. FlRE PROTECTIOM PLYMIOOD SHTG OR " O.S.B. <br /> Q NNl 8d 6' O.C. E�, 12' <br /> CONCREIE � REBA(� � O.C. FfELD OR PER ENqNEER'S <br /> REBAR TO � 60.000 PSI - GRADE 60 ASlll A706. WN.L REBAR SHALL 8E PLACED ,,, 2x6 SiUDS A 16' O.C. S.W. SqiEDULE. <br /> NO CLOSER TO THE OU151DE Fl�E 1HAN } TF� WALL THIqCNESS. REBAR COVER PER � <br /> Aq 318. FOOTWGS TO BEAR ON 1500 P��i�l� tMl�S1URBE0 SOIL CONCRETE TO 2x6 BAS� PL. W/ <br /> 8E �IIN�IUY F'c = 25� PSI A 28 OAYS (3,000 P� FOR GpRAGE/CARPORT SLABS, 2-t6d EA STim 2i� P�� ��� ��- �� w� _ <br /> EXTERIOR PATIO SLABS OPI GRAOE, � MEAIHER EXPOSED BASE�IT, F�11�ATION }'M A.B. A 48' O.C. (lR PER U <br /> WALLS, PaRCt�S, AND S1EPS Wj 5X-7X AIR ENTRAINI�ENT�. ►YNMIUY DESIGN E4UIV. PLAN � �TWEEW 4�' dc tY OF Q <br /> FLUIO Pf�SSl1RE = 35 PCF OR PER SqIS ANALYSIS 4' CONG SLAB �I SANO S�L ET�S. EMBED 7' NINIYUY. <br /> FlLL dc TAMP AS (�QD. INSTALL 3x3x�" PLA1E WASHERS. <br /> � NN � <br /> � O <br /> . � FlNISIIEO GRADE SLOPEO FOR �rn �°'y <br /> � ' n i��--e11r 6" NIN. FALL YMIHIN 1�' OR � ?Q � <br /> ° i i���a�� . PROVIDE SWALE OR �iAIN. ,�3 � <br /> -,,rIII�;�F�� ° i'i � Z I�i F-=N <br /> n - � <br /> U. � � �W O <br /> O +�.J i"y <br /> 4�- 6• 4�� � � v <br /> W <br /> 1'-3' 'G� <br /> TWO STORY SECTION ~ <br /> > <br /> WHERE APPLICABLE SCALE: �"=1'-0" <br /> 7��P"��TM FaR PANEL �I.JCE (IF NEEDED) <br /> ADJOINING PANEL Et�GES SHALL <br /> MEET OVER AND BE FASIENEO TO w PROVIDE N0. 4 VERTICAL � � � <br /> COMMON FRAMING (�NNTWUOUS #4 HORIZ BAR 6 BARS AT A SPACNG NOT <br /> TO BE LOCATEO 6" BELOW IN. EXCEEDWG 48 INqiES. <br /> � IRC R404.1.4.2 • <br /> �� TOP OF WALL � <br /> I�IMI. TFNCK W000 STRUCTURAL 8d (XINNON aR GALV. 80X NA�S A `� REBAR � Q o <br /> P�SFIEAiHING ON ONE FACE PANEL EDGES - 6'O.C. m Q �o <br /> � GRADE W� <br /> c� <br /> � MIN. 2x4 FRIWING, AtIN. OOIJBLE 8d (�INON aR GALV. BOX NMS 0 �' � -1 I1=�11�- Q �? <br /> � S1UDS REQUIRED 12'O.C. A INTERIOR SI�P�tTS X �4 8AR W� �� I I��I � � � <br /> � 12d MINIMUM � ° I�' Q =3 <br /> � (2) S1RAP-TYPE MICHORS (1800� STUD UNOER HE110ER AS R E Q U I R E D m HORI T E N S I O M 3" MIN. � � �� <br /> b U P I.F T C A PA C IT1�. STRAP SHALL� -��. S T D. H O O K 4'! PER F. � � �� <br /> � P E R A N T I E O T O B E A T f A C H E O OVER <br /> '� TNE M�D00 STRUCiURAI PANEL ANN. REIt�FOR(�IG dF FOUNDATION. 4NE IN GRAUEL � ai W <br /> #4 BAR T� AND BOTTOM OF FOOTMVG, '� R405.1 � �� <br /> (3}�"4 ANCtIOR BtllTS LQCAIEQ LAPPfD 15' 3. ��� :�: � Q o z <br /> A� PTS �NN. FOOTAd6 S�ZE UNDER OPENNVGS IS MIN. I) . °� �; � � oo � �'vi <br /> Q W <br /> �2�X�2�. � TI��D-DOIMV SLAB SHw. � - �. �' • 2 <br /> f'J <br /> � P�1�TTID Q OOOR �PEN�NGS. tG� � • c�Z <br /> REII�aRC�IG AS SHON�i ABOVE. � I—' �c��i <br /> ��____�__����____ _= IF FOOTING POUREO SEPARATELY� {2) COM1�V. �{ HO(�Z �w <br /> a ` °� PROYIDE /4 BAR 48' O.C. MAX. BAR 3"-4" F1�dM 80T. � c�.�� <br /> WI1H STO. HOqC, EXTEND TO 3' OF FT6. I <br /> -- -- CLR FR01�1 80T. OF FTG. @QIATE 12" MIN. N <br /> _�________--==--�a== F14RI _ IXTENSION PAR ��1 TO <br /> WALL F�? PR�ER COP1C. OVER. <br /> ALTERNATE BRACED WALL PANEL PLAIN CONC. FND. DETAIL 6 <br /> coRria� �csnori, � iRc Rsaz.�o.s sca�: � _ ��-o� sas�c zor�E •o• scn�: �� _ ��- � o� <br /> ����� �� ��E�E�"� g <br /> �E�/(E`1�p�� ��� ����9� <br />