Loading...
HomeMy WebLinkAbout185 Seaview Ave plan 33QytH OF STATE APPROVAL STAMP R.A. oryi�. S°yG PFS Corporation OAVID T. m CONNECTION: A 2 � FEENEV - CONNECTION: A-1 CONNECTION: B-1 NortheastRegio �.747 y Ago 0 alE 1 1/2" X 26GA. STRAP @ 16° O.C. APPROVED 9F �o �Q d r N c� �U *USE 2-6D NAILS THROUGH SHEATHING of oTSTEP .�` O ~ 4 � u USE 4-16D NAIL INTO END Michelle Baker �s�oNa�EN� a Pd, M r, -�%"�W/3-10D NAILS EACH END -� OR �1�)812022 GRAIN EACH END d ' OR '� / ; , � SE 4-16GA, STAPLES THROUGH SHEATHING � §^mitedto W/3-16GA. STAPLES EACH END AND !\ ;Portion N O _ *USE 10D NAILS @ 6" O.C. ',� — THROUGH PLATES `,_ ; ' CONNECTION: E3-2 4-4-22D.Feeney ] 0 `WW -o %ALTERNATE : - - z vu USE 5-8D NAIL EACH END OF 1 X4 USE 2-16D NAILS y-USE 1-16D NAILS TOENAILED EACH END x w USE 2 0.131" x3° THROUGH CHORD BLOCK AND TOENAILS FROM CHORD ,_ *USE 10D NAILS @ 166" O.C. THROUGH PLATES BLOCK TO PLATE CONNECTION: D CONNECTION: E *1 1/2" X 20GA. STRAP CONNECTION: 0-1 � � o USE 1-3/8" BOLT PLUS W/3-10D NAILS EACH END CONNECTION: C tIEUSE 1 NAILS PER GUSSET EACH SIDE OR -- 1 1/2" X 26GA. STRAP @ 16" O.C. U OR W/5-16GA. STAPLES EACH END %�` W/2-10D NAILS EACH END *USE 9-16D NAILS EACH END - � Q�oa 13-16GA, STAPLES = OR 007 PER GUSSET EACH SIDE UW/3-16GA. STAPLES EACH END a o USE (2) 0,131" x3" END GRAIN NAILS FROM - PLATE TO STUD ��IE owlI, r12-6D NAILS PER USE 3/8" LAG SCREW THROUGH PLATE GUSSET EACH' SIDE ` INTO LOWER RAFTER, EACH RAFTER ` OR (f) CO U) n w 15-16GA, STAPLES a1F r�����������������.������� m PER GUSSET EACH SIDE CONNECTION: A-1/2 USE (2) 0.131" x3" TOENAILS CONNECTION: A-1 -- FROM BOTTOM CHORD TO PLATE 1 1/2" X 26GA. STRAP @ 16" O.C. CONNECTION: G-2 %`�-W/2-10D NAILS EACH END CONNECTION: G - OR z Q Q RAFTER / -16 STAPLES EACH END o z z > �. USE SIMPSON A34, UPPER CONNECTION: G-1 2 ` RAFTER TO PLATE, EACH RAF R , W 3 G = i v; z Ld / AG SCREW THROUGH PLAT w w -__ -_" / USE 3 8" L E INTO LOW R RAFTER, EACH RAFTER LD CONNECTION: A-2 N CONNECTION: B-1/2 ' - v N N N N USE SIMPSON A34, UPPER N N z CONNECTION: H RAFTER TO PLATE, EACH RAFTER R- _ CONNECTION: E o 0 oD N °� o UPLIFT CONNECTION ` =' (WALL 1) CONNECTION: F �~ UPLIFT CONNECTION 1 d- �,> WALL 4 Co � No ' CONNECTION: A-1/2 aC) w Q ' CONNECTION: B o 4/ 12-18'-10" WIDE - GOOD TO 35#GSL - 16" O.C. - o w/6'-6" WIDE SHED ROOF DORMER RAFTER ' -- -- ` -. ` w� o� tz - GOOD TO 140 MPH WIND SPEED CONNECTION: F CONNECTION: N CONNECTION: B ;' USE SIMPSON H3 TWIST STRAP - U M SO H TWIST STRAP n w 10-6D NAILS PER GUSSET EACH SIDE OR w/8-8D NAILS, EACH RAFTER 1 ;-'�\ /E SIP I 3 TW > w w 8-8D NAILS, EACH AFTER Q 13-16GA. STAPLES PER GUSSET EACH SIDE o� w o Q <t w� (w co c I UPLIFT CONNECTIONS 41) UPLIFT CONNECTIONS 4 , „ own � 1 1/2" X 26GA. STRAP 1 1/7_" X 26GA. STRAP 2.5/12 - 3 -6 WIDE - GOOD TO a�o�>o,<00 W/2-10D NAILS EACH END ;' W/2-10D NAILS EACH END 35#GSL — 16" O.C. SHED RAFTER z��� ��mo —c OR -- E _ OR W/2-16GA. STAPLES EACH END W/3--16GA, STAPLES EACH END GOOD T0140 MPH WIND SPEED 4/12 DORMER corNecr€oNs SCALE 1/7 = T-0" SERIAL #/ ORDER R PACE P THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED 0#10394 T NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED.