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<br /> ROOF PANELS �
<br /> ROOF SHEATHING �
<br /> EDGE NAILING SIMPSON ANGLE 'A23' EACH SIDE 2x6 BLOCK W/ 4-12d (TYP.) PUR�IN TRUSS �
<br /> PER NOTE #11 OF POST AND LONG LEG ON �2d � 3" O.C. AT EACH �oOKOUT roP 1 . ALL WORK AND MATERIALS SHALL CONF�ORM TO THE 2015 IBC (INTERNATIONAL BUILDING Q, �
<br /> EAVE GIRT W/ POST. 10d x 1-i � ro �ooxour � CHORD Roo� SHFATHING CODE). CONTRACTOR IS RESPONSIBLE FOR ALL METHODS AND MEANS. N � � N �
<br /> NAILING PER NAILS. 5-12d (TYP.) EDGE NAILING
<br /> DETAIL 12/2 �6' M�N� PE� NOTE #11 N FJ-- W � d-
<br /> ROOF PANEL SCREWS
<br /> STEEL STRAP FOR PURI�IN PER 2. TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 2015 IBC (INTERNATIONAL o � � -o �
<br /> (PER NOTE #10) NOTE #4. 2x6 BLOCK 2Xs B�ocK. BUILDING CODE). ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR THE STAMP OF A � Q' � �> �
<br /> �H�SIDOdONAPOST BLOCK 2� M� /+/+ NAIL TO EACH TRUSS � •� � ��- �
<br /> ++ BETWEEN + + + oR RAFiER W/ 3-12d. PURLIN PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. TRUSS BRACING SHALL o � -n a
<br /> WALL PANEL + + + EAVE GIRT + 2Xs scae w/ �2d NAIL PURLIN TO BLOCK BE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWING. '-' °
<br /> SCREWS FOR GIRT + + + AT 6" O.C. TO LOOKOUT W/ 3-12d.
<br /> PER NOTE #4. + + t ,
<br /> + SEE 3/3 / + -E- + NAIL PURLIN TO PURLIN
<br /> 5-12d (rYP.) + + + 2xs FASCIA + + + + �ooKouT PER DETAIL 4/2. 3. BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADING:
<br /> �
<br /> + W/ 4-12d � + ++ + POST
<br /> (3) 3/4" DIA. + �, (�'P�) + ROOF SNOW LOAD: 25 PSF DESIGN WIND SPEED: 110 MPH, EXPOSURE B. -
<br /> (3 SEC GUST)
<br /> BOLTS + + .
<br /> � TRUSS 2x6 LOOKOUT EACH + .
<br /> ''`� SIMPSON MTS16 STRAP SIDE OF POST +� SOIL BEARING: 200� pSf
<br /> 2 x BLOCK EACH - AT ENDWALL TRUSS NOTE:
<br /> r.,� WALL PANEL o GIRT TIE STRAP
<br /> SIDE OF POST W/ � (WHERE OCGURS) SGREWS FOR � THIS DErAIL FOR
<br /> WIDTH TO MATCH � w/ (7) 10d x 1Y2" GIRT PER OVERHANG CONSTRUCTION APPLIED TO TOP �
<br /> POST. 4 x BLOCK OO OF GIRTS W/(13) �
<br /> NAILS C� POST NOTE #4. ONLY, SEE DEfAIL 1/3 10d X 1 1/2'� TRUSS OR RAF7ER SEISMIC DESIGN CATEGORY: D
<br /> FOR DOUBLE TRUSSES. & (7) 10d x 1Y2" FOR TRUSS CONNECTION + + NAILS AT EACH GIRT
<br /> 3" NAILS � TRUSS OR DEfAiL 9/3 FOR W�TH Ss = 150�g M AX.
<br /> WALL PANELS PER POST PER PLAN RAFi'ER CQNNECTIQN EAVE GIRT
<br /> NOTE #4 OR #1 1 1_�•> (WHICH EVER OCCURS} EAVE GIRT
<br /> 2X6 BLOCK
<br /> �
<br /> MINIMUM 4-12d .� , ,
<br /> WIQEST DIMENSION (�P ) 4. N/A �
<br /> OF POST U.N.O.
<br /> 1 SECTION AT EAVE 2 OVERHANG FRAMING DETAIL 3 SECT. THRU PURLIN AT TRUSS RAFTER ° �
<br /> 3 �"-��_o" 3 �A-�._o� 3 �„=�,_o„ 5. LUMBER SHALL CONFORM TO THE FULLOWING U.N.O. ON THESE PLANS: �
<br /> 2x4 THRUT 2x6: HF N0. 2 suoisinaa
<br /> 2x8 THRU 2x12: DFL N0. 2
<br /> STRUCTURAL POSTS: 4x6 HF N0. 2 S4S
<br /> 2x6 DFL#2 � 16" o.c. OR BAY WIDTH 24" MAX. TOE NAIL T-GIRT POST
<br /> To POST W/ 4-12d 6x6 & LARGER HF N0.1 ROUGH SAWN 8c AS NOTED.
<br /> 2x6 DFL#2 � 4s° O.C. PLUS NA�NG PERHNOTE #1E 4-12d PURUN POSTS NOTED WITH "*" MAY BE N0. 2 GRADE PLUS 2x6 PT
<br /> (2) 2x6 DFL#2 � 48' o.c.
<br /> (ALTERNATING) 4-12d PURLIN TO 2x6 BLOCKING TO BLOCK (TYP.) METAL ROOFING HF N0. 2 SCAB APPLIED ON INSIDE FACE OF POST '''
<br /> BLOCK ENDNAIL- 2x6 GIRT. FACE
<br /> � � 0 TOENAIL PURLIN 5-12d EacH MEMeER EXTENDING FROM FTG PAD TO 1 3 THE EAVE HEIGHT ABOVE
<br /> 1 -6 lAP (MIN.� 1'-6" LAP (MIN.) � EACH SIDE NAfL TO POST W/ _ �� �� (n
<br /> - 3-�2d DRIVEN AT N GRADE. NAIL SCAB WITH (4) ROWS 0.131 DIA x 3-1 /4 -1
<br /> "LTP4" �cH ANGLE. (TYP.) GALV NAILS SPACED 5" OC EACH ROW. Q
<br /> ROOF PANELS BLOCK TO RAKE -
<br /> WALL SHEATHING PER BLOCKING: HF STANDARD AND BETTER � �
<br /> + + + + + + + + + + + + 3-12d TOENAIL EACH PANEL SIDING NAILS + + NOTE #11 W �
<br /> + + + + PURLIN TO EACH RAKE FOR GIRT �. + �
<br /> + + + + + + + + + + + + - PER NOTE#11 + + 6. EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED USING TREATMENT FOR
<br /> 2ND RAKE B�a,M 2Xs FASCIA NOTE: _ 0.60 pcf RETENTION IN CONFORMANCE WITH AWPA USE STANDARD UC4B. ALL OTHER �j
<br /> OR SCAB PER + + z
<br /> P�aN W/ 4-12d I N � LUMBER IN CONTACT WITH SO1� OR CONCRETE, OR EXPOSED TO WEATHER SHALL BE
<br /> + + �2-12d RAKE TO ENDWALL + + ALTERNATE GIRT:
<br /> 2x4/2x4 T-GIRTS PRESERVATIVE TREATED FOR 0.40 pcf RETENTION. NRILS USED WITH PRESERVATIVE TREATED (�
<br /> AT EACH END OF LAP POST + + POST FOR CONTINUOUS RAKE. � 24" o.c. w/ 3-12d LUMBER OR BELOW GRADE SHALL BE HOT-DIPPED GALVANIZED. W
<br /> AS SHOWN + + AND1 AT CORNER POST.}A(TYP.) PER CONNECTION O �
<br /> � POST 2 X 6 BLOCK. n 2 x BLOCK W/ WIDTH 7. BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT z . ,
<br /> BEVEL TO MATCH To MATCH PQST. NAL W/ 3-12dE _ U.N.O. PRE-BORE BOLT HOLES 1 /16" LARGER THAN BOLT DIAMETER.
<br /> NOTE: NAI� W/ 8-12d (TYP.) �. -
<br /> TRUSSES OR RAFTERS (TYP.) RAKE SLOPE. BLOCK SIZE TO CONTINUOUS RAF�1'ERS N
<br /> BOTH SPLICE CONFIGURA"(IONS NAIL W/ 8-12d. WALL PANELS MATCH POST OR PER scHE�u�E c 8. CONCRETE SHALL HAVE A 2H DAY MINIMUM COMPRESSIVE STRENGTH OF 'JOOO SI. FOR �
<br /> , ARE EQUALLY STRONG, EITHER (ONLY REQUIRED WHEN BUILD TO MATCH (AS SHOWN) 2x6 T-GIRT. NAIL P �
<br /> ONE MAY BE USED AT TFIE SCAB OR 2ND RAKE OR TRUSS TOP CHQRD GIRTS TQGEfHER W/ WEATHERING. (2500 psi USED FOR DESIGN, SPECIAL INSPECTION IS NOT REQUIRED).
<br /> BUILDERS DISCREfION. OCCURS) OR CANTILEVERED 12d � 12" O.C. (TYP.)
<br /> RAKE BEAM
<br /> , 9. BACKFILL FOR EMBEDDED POSTS SNhLL BE CLEAN SAND. COMPACTION SHALL BE BY
<br /> WIDEST DIMENSION oF MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO
<br /> 4 PURLIN SPLICE DETAIL ENDWALL POST U.N.O.
<br /> 5D SECTlON AT ENDWALL W� OVERHANG 8 NO POST RIDGE CONNECTION 12 WALL GIRT DETAIL C�? 10' BAY EXCEED 8".
<br /> 3 �»=�'-o� -
<br /> 3 ��=�'-o� 3 1�=�'-op ;3 �n=�'-op
<br /> 10. STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL. � o
<br /> �
<br /> POST 11 . HARDI PLANK (JVER �/6" OSB ALON� �NDWALLS AND SIDEWALLS. SIDING SHALL BE NAILED ° `�
<br /> PURLIN WRAP STRAP OVER WITH 6D COMMON OR GALVANIZED B�X NAILS AT 4" O.C. ALONG PANEL EQGES AND 12" O.C. '; � �
<br /> 2X6 GIRT TOE-NAILED � :: .. : - • BLOCK AND PURLIN
<br /> TO SKREED W/12d ��j/��j ��'.�.....�,,:: :_.;`��::� ��j/��%j (N FIELD. ALL EDGES OF SIDING TO B�E BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS o �
<br /> AT 8 O.C. �� -�• � SHALL BE EDGE NAILED WITrI 6D AT 4 O.C. IN ACCORDANCE WITH MANUFACTURER S Q •. �
<br /> \�� .� :..` .-> `.::;'-:��-� \\\�. + + � . .
<br /> POST / :���=���� . + + SPECIFICATIONS. �;
<br /> -.C.�.:---::
<br /> PANEL SIDING NAILS - \ + L ��
<br /> FOR GIRT PER NOTE#11 \ � �� � �' �� � � -
<br /> *' �
<br /> �� .':''..'�� �`� ..� ',�. i SIMPSON CS16 WRAPPED AROUND + ' � � �
<br /> 4" CONCREfE X \ _� .:-:CJ=� =-�-�.���; � PURLINS, BLOCK, AND ONTO M4EMBER �cH 12. CONSTRUCTION OPTIONS WHERE SHO'�JN ARE AT THE BUILDER S DISCRETION. o � ,� , �
<br /> 16d GALVANIZED FLOOR SLAB z �� � �"��'����' �\ KNEE BRACE. ATTAGH w/ + + V �
<br /> �
<br /> � �o" o.�. � \ 'a�-.:�.�- �`,.�� ;�j.� � 4)16d (MIN}. NAILS Ea,cH MEMBE 13. 12d NAILS ARE 0.131 " DIA. x 3-1 /4" HDG. 16D NAILS ARE 0.162" DIA. x 3-1 /2" HDG. NAILS °�
<br /> ..,:.� ,,a,;....;.: _. c.� � . �� 4x BLOCK BETWEEN =
<br /> � `.: �.; �" �
<br /> 2x4 P.T. GIRT " � � < W � :_,: ..�: :��.�:��:.:.: � RIDGE PURUNS INSTALLED IN PRESERVATIVE TREATED LUMBER TO BE HOT DIPPED GALVANIZED OR � �
<br /> �;'_. �
<br /> �... .�. � �� t�.� �� .�CS �, EQUIVALENT. � � •
<br /> 4" MIN. � � : �,�,.a: .. �`� � � \ NOTE:
<br /> � �::a:::�:��� \
<br /> TRUSS ANCHOR EMBED � � � � BACK FILL & WHERE LENGTH OF BRACE
<br /> � :;'��:-�'`.:: . .
<br /> SIMPSON "HETA 16" �"���'���;'� \ COMPACTION EXCEEDS 5'-6" ADD FLAT
<br /> W/ 16d NAILS. FOOTING � :�'�;:"�}: ':.�`�.,�;��; �` OF SAME PER "T" BRACE 75% OF LENGTH `
<br /> BEND AROUND � :�;.-::._ . �::� \ NOTE #9 16d � 12"o.c. '
<br /> POST AND NAIL. � �.`..�.�CQ.�� �� '
<br /> (2) ANCHORS PER / _ "�` �
<br /> POST (EACH SIDE) _ \ � + 2x4 "T"
<br /> �;:..
<br /> EXCEPT (1) ANCHOR �o �� - 6'� CONCRETE PAD ++ 2x8 HF#2 DIAGONAL •
<br /> FOR CORNER POSTS. ''�� `�� ���. \� + + �: BRACE �
<br /> �� �//��//��//��//� /�' +
<br /> �P=ft S_CTION X/1 + + (9) 16d NAILS SPACED �
<br /> E�4VE EQUALLY EACH WAY �
<br /> HEIGHT
<br /> 13 BASE GIRT DETAIL 16 EMBEDDED POST FOOTING W PAD 20 ENDWALL POST BRACE DETAIL �
<br /> 3 ,�_,�-o� 3 3/4�=,�-o� 3 �"=�'-a" POST AT R I DG E l�
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