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BLOCKING BTWN <br /> JOISTS @ BEAM <br /> w/16d TOE NAILS <br /> EXTERIOR WALL (2)BOTTOM @ 8"oc TO BEAM <br /> ap 3" <br /> (R-21) PLATES <br /> 2x12RIMJOIST :��,nn� ri��'� � � � ;� �� �'-1 i 1 i� , � �,����,� <br /> PROVIDE INSULATIO �p 0. I � � � I {' � ,' � ; �R_38 ' ; � p ' <br /> '� II I i j "I (�` � i 1\ �U i i i i i j f I ����i '�E7°OC i' \,, � t� ��_� �.� ��i ����•I� Q��6�OC � <br /> PT 2x6 SILL PLATE W/112"dia.x10" � , i i ; 2�'��t�Jl�h �o U�-��!�� LJ t_��_�� �� �, �-, _. _ U � Q <br /> ANCHOR BOLT.EMBED MIN 7"INTO f � � i R_38 ' i ��I ; Beam � A <br /> CONC.&WITHIN 12"OR SILL ENDS `� "� �� �� `� BEAM JOINT �Block @ Bear ng <br /> W/3"x3"x1(4"STL WASHERS. Beam WHERE OCCURS <br /> SPACING PER PLAN :� ' #4 TOP&BOTT ax Pr Posr-__ � <br /> � �.Positive connection <br /> FREE DRAINING BACKFILL. . • CRAWLSPACE • Note: ' <br /> PT POST PER PLAN ? � <br /> MIN 12"THK. 1/2"-1-1/2" _ —� CRAWLSPACE cap and base per � 15#felt installed btwn � <br /> UNIFORM SIZED GRAVEL. � =1 I�II-111 � #4 @48"oc EW code � co�crete and wood . � - - Asphalt 15# <br /> I I I I-1 I I-1 I I—I <br /> NO FINE ALLOWED E �I —T �I( ' ' $��� W/Hook 0 <br /> � 1� _ . , , — <br /> 4"PERFORATED FOOTING = . • s nnl�.B�ACK Po�Yvg - ---- FOOTWG FOOTWG a~_. <br /> as required, per civil engineering • • , � OVERLAP 12°,TAPE SEAMS P8�Plan Per Plan � <br /> • � v CONT.UP WALL <br /> . _ __...m ......,._..___ _...____—_�_-----,......_�_ _._... .._.--..._ _,.____. _._ ,__..__..m ..--..._ �__.___-__----___.�__ <br /> 16��ft 3"MIN CLR Q <br /> g 3"MIN CLR uJ <br /> � (2)#4 BARS HORIZ. (2)#4 BOT.EA.WAY <br /> ENTIRE FOOTiNG. (2)#4 BOTT EA.WAY � <br /> 3"MIN.ABOVE BOTT Z <br /> OF FTG <br /> � <br /> � FOOTING DETAIL 2 POST & BEAM DETAIL 3 PTIONAL POST & BEAM DTL _ 4 ° <br /> .� <br /> 0 <br /> � � � <br /> wwo�o � <br /> � Zo� c <br /> ROOF CONSTRUCTION - � .� ¢ •°1 <br /> 30 YR. COMPOSITION ROOFING <br /> Q � � <br /> Roof Sheathin 0//1/2#A A RATED PLYD SHTG. Q W M � m <br /> Min. (2)16d Nails Face nailed RoofSheathing O/2x12 RAFTERS @ 24" OC Q � o > � <br /> per kicker R38 BLOWN IN INSULATION � }o�, � � � � <br /> 2x6 Over-Framin �� Min.(2)16dFacs � 6 MIL. VB, WARM SIDE j � <br /> C7 Q d- <br /> 2x4 Kickerat48 O.C. max NalledperKicker / ��2° �'jWB � � (n � l� <br /> Rafters at 24 O.C. each way / � z w r� <br /> (2)16d Toe-nailed � <br /> atBaseintoTop 24" BAFFLE.ALLOW FOR 1" � �r�, <br /> Chord of Truss. � � <br /> AIRSPACE. `�' <br /> Q d' <br /> Existing Roof Sheathing , EXTEND 12"ABOVE INSULATION-TYPICAL <br /> z��Xoont.R�a9aeoa�d - '" "" -"--2" SCREENED VENT HOLES 1/4" CORROSION <br /> '" RESISTANT METAL MESH COVERING <br /> Existing Top Chord 2°Xs"Over-Framinng ; APPROVED VAPOR RETARDER i- W <br /> of Truss Rafters at 24"O.C. � O <br /> FRONT VIEW 2•X4��Kickerat48��o.c. i WILL BE PROVIDED ON THE WARM ��` � W <br /> (Max.)eachway � SIDE OF INSULATION PER WSEC __- PRE-FIN 26 GA. z m W � <br /> I 5 0 2.1.6.1, I N C L U D I N G A T R I M J O I S T D B L 2 x 6 == M E T A L G U T T E R � <br /> SIDE VIEW � AREAS WITHIN FLOOR ASSEMBLIES TOP PL _-" 2 ' O/ CEDAR FASCIA � Q � ONp <br /> _ (match existing) � � � <br /> = 0 Q � Q <br /> , - Q � M � <br /> EXTERIOR WALL- = <br />