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ORIENTATION OF STUD MININIUN124°WOOD
<br /> MININIUNI 24"WOOD SEE TABLE R602.3(1) MAY VARY SEE FIGURE COiv`I'INUOUS WOOD STRUCTURAL GYPSUNI WALLBOARD AS STRUCTURAL PANEL
<br /> STRUCTURAL PANEL FOR FAS'I'ENING R602.3(2) p�rEL BRACED WALL LINE gEQUIRED t1ND INSTALLED (BOTH EDGES AT CORNERS)
<br /> -,-- ----
<br /> — — —
<br /> INACCORDANCE WITH �� � r ---- — — — -------- -� r----------- — ------------�
<br /> CHAPTER 7 � �
<br /> O �
<br /> ORIENTATION OF STUD 16d NAIL , �; 7 �
<br /> MAY VARY SEE FIGURE 2 ROWS AT '
<br /> � O� O
<br /> R602.3 2 24"O.C. �' ��
<br /> ) 16d NAIL � �
<br /> 16d NAIL AT 12"O.C. SEE TABLE R602.3(1) �
<br /> .r, � p�
<br /> GYPSUNI WALLBOARD AS '� � � �
<br /> AT 12"O.C. SEE TABLE R602.3(1) OPTIONAL BLOCKING POR FASTENING � � N
<br /> REQUIRED AND INSTALLED j 1 'cv �
<br /> FOR FASTENING FOR GYPSUNI WALLBOARD � I II I p � ,.� �
<br /> NHA�PTORRDANCE WITH �' ' I I 3 � U � N
<br /> OPTIONAL NON- ,� � p d.,
<br /> MININIUM 24"WOOD STRUCTURt1L � � � �'• � �
<br /> STRUCTURAL PANEL f FILLER P9NEL I i i I II I � �
<br /> I I � �
<br /> OPTIONAL NON- CONI'INUOUS WOOD STRUCTURAL GYPSUM WALLBOARD AS FASTENERS ON BOTH � '
<br /> S'I'RUCTUItt1L Pt1NEL BRACED WALL LINE REQUIRED AND INSTALLED STUDS AT EACH = _� / ' , � \
<br /> F I L L E R P A N E L I N A C C O R D A N C E W I T H CONTINUOUS WOOD p�r E L E D G E �� � �� _ ��� // II ; ; II \� ��-� c = � �--,
<br /> SEE TABLE R602.3(1) CHAPTER 7 STRUCTURAL PANEL � ,
<br /> FOR FAS'I'Ei�1ING BRACED WALL LINE / II ; ; I I �
<br /> L ---J-� IL_� � i J
<br /> a FIGURE R602.10.4.4(1) � FIGURE R602.10.4.4(1) � FIGURE R602.10.4.4(1) ------- ---------- -_-_-_----- --��_��
<br /> � R RNER TYPICAL EXTERIOR CORNER „
<br /> TYPICAL EXTERIOR CORNER TYPICAL EXTERIO CO
<br /> FRAMING FOR CONTINUOUS SHEATHING FRAMING FOR CONTINUOUS SHEATHING FRAMING FOR CONTINUOUS SHEATHING � ;� c'�
<br /> / ��-J�:
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<br /> � � '
<br /> GENERAL NOTES (REV 07-01-201b) ATTic vENrzNG wALL' ;
<br /> PER R806 R403.1.3.1 R317 TREATED SILL PLATE
<br /> RAFTERS AND TRUSSSES MIN(1)No.4 BAR NOT � I I
<br /> TABLE R403.1.6.1 ' � _ _ _ � ' ' �
<br /> ALL CONSTRUCTION MUST COMPLY WITH 3/8"-1/2"ROOF OSB PER PLAN OR TRUSS MFG _I�fORE THAN 48"O.C. 1/2"CAST-IN-PLACE ---�- -
<br /> � � --� �� �
<br /> THE VERICAL BAR ANCHOR BOLT 7"INTO � � � � �
<br /> 2015 IBC, 2015 IRC, AND 2015 WSEC. �rAILED 8a�T 6°o.c.EDGE s�LL ExTEND To TxE � � � '� � � �
<br /> CONCRETE NIAX 72"O.C.* OVERFRANIE ROOF TO ����_
<br /> AND 12"O.C.FIELD* VAULTED(RAFTER)CEILING BOTTONI OF FOOTING, � � � � �
<br /> TO HAVE R-38 BATTS R506.3 ' BE 2x12 RAFTERS 9'I' GIRDER TRUSSES AND BLOCKING FOR �- �(� .,�
<br /> WITH STANDARD HOOK � 24"O.C._ DORMER LIGHT CONIING THROUGH TO � -^' �
<br /> 4"CONCRETE SLAB � � • �I Q�
<br /> LOAT�S, GRADES. ETC. EXTENDING MIN 14" � BE DESIGNED BY TRUSS MFG AND ^
<br /> CEILING TO HAVE R-49 INTO STENI WALL. W R506.2 �; �� INSTALLED PER SPECS. J . � � H
<br /> HURRICANE CLIP BLOWi�I IN INSULATION ' ' , : : MIN 4"BASE __
<br /> ROOF LIVE LOAD - ZS AT EACH RAFTER '` ' ` � ��� `�� �
<br /> R403.1.3 �VALL * . : ���-���-���-���-���-�i�-i COURSE t1ND � �
<br /> � ) � .: .' i=111-III-III-III-111=111.=6mm VAPOR _____ �
<br /> ROOF TOTAL LO�`i� - 40 TOENt11L(3)16d BUX -(1)#4 HOR.Ii1 ���_:�' o;.. �II_Ililll���lll���lll�i,ll�- RETARDER �
<br /> � --------� � 1 �
<br /> OR lOd COMMON UPPER 12" � :.. - III- .-Ii1-�11,�' SETWEEN ' � ____
<br /> FLOOR LIVE LOAD - 40 EAcxTRussoR ��=���=��� ��� ' -; �=���_�!_' '_' ' � - �
<br /> _���-���_���_�.:. . . ���-��;-���-� BASE AN� � � � � r
<br /> RAFTER TO PLATE* 1-1II-I11=111=: I-III-111=1' SLAB � �
<br /> FLOOR TOTAL LOAD - 50 R405 =111=11! ����� : • o:�_ iii—ii�=�� �
<br /> HEADER PER PLAN DRAINAGE '�.��III I11=111-WSEC R402.1.1 W I_ ^�
<br /> JOISTS - DF #2 / MFG I-JOISTS sYSTEM `�—�� f � �
<br /> -IIk RIGID R10INSUL_LTION � H
<br /> 3/8"-1/2"WALL OSB ' .�:� °.'�,I �= EXTEND DOWN MIN 24" I � � '
<br /> INSULATED WALLS TO BE FOOTING° ° r
<br /> STUDS - HF STUD NAILED 8d AT 6"O.C.EDGE uuu u � � OR TO FROST LINE ^ 1 �
<br /> AND 12"O.C.FIELD* 2x6 HF�2 AT 16"O.0 R403.11 � �
<br /> WITH R-21 BATTS MIN 6x12(1 STORY)6x15(2 STORY)6x23(3 STORY)CONC.FTG. 0 � V, �
<br /> RAFTERS - HF #2 R�o3.l.s
<br /> ETE - 2500 SI �LL CONNECTIONS PER TABLE R602.3(1) (1)`�ITH No 4.CONT1NUOUS MIN 3"-4"FRON1130TTON1 OP P'TG ' ' t , �
<br /> � R50211 �
<br /> CONCR P R4031.4 0 ' MFG DUAL YPI'CH TRUSSI:S AT 24"O.C.� � �"'1 �
<br /> SEISMIC ZONE - D FTG MIN 12"BELOW UNDISTURBED SOIL OR FROST LINE a � ENGINEERED AND DESIGNED � '�
<br /> (WHICHEVER IS DEEPER) z BY TRUSS MFG AND INS`I'ALLED �
<br /> WIND SPEED - 85 �1 �p FOUNDATION WITH SLAB FLOOR � PEx Trzuss MFG sPEcs. � �
<br /> TRUSS OR RAFTER ' ' � � 6:i2 PiTcx�rYpic�L ' ' �
<br /> EXPOSURE - B � � � ; -� 3:12 PITCH OVER PORCH i � �___==---m�
<br /> �------- -�F„
<br /> FROST DEPTH - 24° � '
<br /> I� � � �L------�I;:�
<br /> SOIL BEARING - 1500 psf �f If f; , , ; ; �_____�,�
<br /> '�i II I! �,i� �— — — � � �n�
<br /> � olli
<br /> �� �� � ,--,� � � ;;;�
<br /> R-49 IN CONDENSED MIN R-38 BATTS OVER � � ���'
<br /> �i ii i �_,, , L �;
<br /> SPACE AROUND DORMER VAULTED AREA � ___I i � �
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<br /> � � i�� �
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<br /> ,; ; o � �. --- �__________�; �� ° �
<br /> ; � ;
<br /> ATTIC AREA � ������ � ; �3a '� � � ` = W
<br /> , , , �------ � -
<br /> � �_ ___ �� �
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<br /> � � � � '.`;� �,;:.,, � � � �
<br /> � � � � � ._,. =� � � � �� � �vi
<br /> W/ R-49 BLOWN � � �==�� �'°° � ' � - �� ------ �
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<br /> � , ��;,�,g,� ' � � ' a w
<br /> � � ,. _. ,���� � � �� � �
<br /> � �
<br /> � � cn � .:c„ .�-, � ��
<br /> �� � � �-----'--------------�___-_=====J'— -'-----�-�----- --� --J V�
<br /> � ------------- x �� �
<br /> IN INSULATION � ��
<br /> DUAL PITCH TRUSS \ , C�
<br /> PER TRUSS MFG � TYPI�,�L oVERHANG � w
<br /> DORMER LIGHT TUNNEL . . ,�T G�BLES. 12 � P�
<br /> \
<br /> 5:12 PITCH FROM WALL
<br /> _ .. • �
<br /> � W
<br /> R806.2 ROOF FRAMING Q
<br /> TOENAIL (3) 16d BOX ' 1/'0300 O THE REA OFrS ACE ENRILATOEDE SCALE 1�4" = 1FT � ^
<br /> 4x 10 DF #2 � IF 40-50%OF VENTS ARE NO MOR�THAN �
<br /> OR l Od COMMON EXTERIOR WALLS 3'-°°�v�RTI�LLY��EL°W RIDG�ANv ' �
<br /> W/ ACE4 CAP EACH TRUSS OR REMAINDER OF'VENTING IS PROVIDED �
<br /> TO POSTS TO BE 2x6 WITH� BY EAVE`'ENTS. [-� �1
<br /> AF50 VENTS PROVIDE 50 SQ IN.NFV � r �"�
<br /> RAFTER TO PLATE R-21 BATTS GASLE END VEN`I�S pRo`nD�:'S sQ IN.NF'v. ��
<br /> TYPICAL 2"HOLE IN BIRD BLOCKS PROVIDE 3.14 SQ.IN NFV w
<br /> (3 HOLES PER BIRD BLOCK) � �
<br /> AT PORCH
<br /> (115,200)Square Inches of attic space o �T�
<br /> (384)Square inches of venting required ���
<br /> Requirements met by: v �
<br /> (3)AF50 Vents
<br /> (2)Gable Vents �
<br /> ABA44Z BA�E TO ° ' �13>Bira Bl°�ks
<br /> �
<br /> PQST �JN lOx_24x24 �'
<br /> �
<br /> FOO INGS �
<br /> 04-15-2018
<br /> i ❑ REVISED
<br /> o: - FINAL GR�ADING TO BE DONE AS 07-04-2018
<br /> D
<br /> � 4" CONCRETE SLAB SUCH TO KEEP SOIL OFF OF SIDING
<br /> CROSS SECTION R-10 INSULATION - �9�� �� �������
<br /> �� I ���✓1�'U�l�� ��� P����"�
<br /> SCALE 1/4 = 1 FT i i i i i i —
<br />
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