620 112TH ST SE SPACE 162 2019-08-16

� ATTACHMENT T❑ W�❑DEN DECK F❑R SINGLE SPAN ATTACHED EXISTING R❑❑F PATI❑ C❑VERS ❑NLY, SEE GENERAL NOTE #24 Revisions 3' x 3� METAL P�ST roof snow load P�ST SPACING RESTRICTING SLAB SACING AS DETAILS LA09 ❑R MU82 SHOWN IN SECTI❑NS 2.0, 3,0, 5,9 AND 6,0 h THESE ADDITI�NAL RESTRICTI❑NS APPLY; + r �, L! ! -'� r O O TW❑-3/8' x 5' L❑NG MAXIMUM WIND SPEED IS LAG SCREW w/ 1'� ON S❑LID C❑VERS � ; ; O O EACH SIDE OF C❑LUMN, F�R 10 PSF LIVE/SN�W LA�D M2 PATID C�VER 150 MPH EXP B �..,,.1 r:,` 130 MPH EXP C ' STRUCTURES COMPLYING WITH THIS DETAIL �� F�R 20 PSF AND GREATER LIVE/SN�W LAOD � i4o MPH EXP c D❑ N❑T REQUIRE ADDITI�NAL DRIFTING �t � � �� D❑UGLAS FIR LUMBER SN❑W C�NSIDERATI❑NS e ` ' � 0 3 3" MIN FL❑❑R J�IST �R FOR LATTICE C�VERS, ALL SN❑W/LIVE L�ADS t f`t, �_ HEADER � 1 i �J 160 MPH EXP C GR❑UND SNOW MAXIMUM � �a � �:�;- � Ml L❑AD CPSF) "h" CIN) , J�� ATTACHED STRUCTURE POST 20 17 .�' �W�- � �� DECK FLOOR JOIST ZS 18 {�"� `��, � 3 0 c�0 `—� .-; v�z � j � , , zQZo t t '_ SIDE M�UNT BRACKET 40 25 ��Y� SEE GENERAL N�TE #13 F❑R 50 30 w w a.o EXISTING EAVE WOOD �iNc CORR❑SI❑N PR❑TECTIDN 60 33 E� �>�� „ SEE GENER4L NOTE �21 �o J�J OoO�p FOR WEATHER PROTECTION ��= v � 3/16" ASTM A653 GRADE 33 STEEL � � SEE GEN NOTE �J13 FOR CORROSION 1�S�� • PROTECTION a' M 3 BRACKET IS 1.5' WIDE I $,� 1,5" 0,125" � 2X8 LEDGER BOARD �oF� � � ALUM STRUCTURAL SEE GENERAL NOTE �j21 0.�25' (Fy=33ksi) 3/4" PANEL ❑R ALUM ALUM STEEL BRACKET PANEL OR HANGER � t4x1.5" screws #14x3.5�� RA�TER RAFTER 2" SPACING TOP M�UNT �14x3.5' scREws�G g�yyEEN SCREWS SCREWS � P` f� � woop FRP�`� LEDGER BOARD `-�� w.�s�� tJ L 2 X _�� ,. ; .� SEE TABLE 7,5 Live � � � F❑R FASTENER Load Wind S eed MAX "L" FOR TOP OR SIDE MOUNT F b 14 2017 TYPE AND 1' MIN GAP BETWEEN I� SPACING RO�PERMI LDR INAGE �p� and Exposure �6��O�C 24��O�C �s�� O�C 24��O�C Q '9h60.� � THESE DETAI S A E AP LICAB E ° RF,� 1��` �. �0 11Q m h Ex B �s�-4�� 2�-�0�� 2��-s^ �4�-s�� T❑ SOLID ❑ LAT CE C❑VER e . T�P M�UNT BRACKET p p �s.��, ��> 115 m ph Ex p B 17'-10" 11'-10" 21'-8" 14'-5" ALTERNATIVE EAVE ATTACHMENT 110 mph Exp C or 130 mph Exp B �s�-2�� o�-s�� z��-s�� a�-5�� Ep PROFFs EAVE ❑VERHANG AND "L" MUST ALS❑ 115 mph Exp C or 130 mph Exp B 1a'-10"' 9'-1b" 21'-8" 14'-5" �5�� NGINEF si� Sc, NAL�jy C�MPLY WITH DETAIL MU107 ❑R LA32 130 mph Exp C or 14a mph Exp B �1'-s" 7�-10�� 19�-8" 13'-2�� <c,C' � R �y p �G , �'�'l� 3441 IVYLINK PLACE 140 m h EX C 7 580PE � � LYNCHBURG, VA 24503 p p 10�-3�� 6�=10�� 17�-1" 11'R4" Q CARLPUTNAM@C�MCAST.NET N�T ALL❑WED IN SNOW L�AD AREAS 2� 730 mph Exp C or 14Q mph Eup B ��-a�� r•s" ��-4'• r-s" P_1 14 MAX WIND LOAD IS 140 MPH EXP C 140 mph Exp C �o'-s" s'-�o^ t��-a�� T-s^ v o EGON � � Solid Covers Lattice Covers �,�<r � �o� q�, q.'r or°"'° � CMP � � , � Chxk By �9� �TNP 9� p�-� � CMP Dote EXPIRES:DEC 31, 018 Filename Miscla,DWG .. Scale NT$ Fage / Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 89 of 98 / �� ,