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Home My WebLink About46.47 - Side Elevations (2)e.c �I` #'!-`/V.;GCiU SiI�P'Itllr`c'� �� '� : %'! ,'' � F:.t.�ir`1•: '; IK3 0F1 I/& rlm-joA 1 x-5 CO2N IC 13Rv w )1 -ft, CA, T;e 1Z at-, -r/VEC/ P..ED Cepjt�L F-WrINC( -n )q'5-r1N6 A -r -n(, R I G H -C S I DlU 0 Additions and Alterations to the Home of Rob Derebutro 6 Dauphine Drive, Yarmouthport, Massachusetts VERTICAL BLOCKING UNDER DOUBLE STUDS \ FIRST FLOOR \ SHEAR WALL DOUBLE 2x END STUDS SIMPSON HDU5—SDS2.5 , HOLDOWN BRACKET " TIEDOWN ANCHOR BOLT WITH 8" MIN EMBEDMENT Ij} vj rclgn`.- 1AA'CL0 CK- Of i4 CJL� D II I GENERAL NOTES 2x STUD PLYWOOD JOINT 2x BLOCKING IF REQUIREDI__� z PLYWOOD SHEATHING BLOCKING NOTE - BLOCKING, IF REQUIRED, MAY BE INSTALLED IN EITHER ORIENTATION SEE SCHEDULE FOR BLOCKING REQUIREMENT., BLOCKED MEANS THAT ALL FOUR EDGES OF A PANEL WILL BE FASTENED WHICH MAY REQUIRE BLOCKING TO BE INSTALLED BET:,EN STUDS, JOISTS OR RAFTERS AT THE PANEL EDGE. " NBLOCKED" MEANS THAT A PANEL WILL ONLY BE FASTE14ED ALONG TWO OPPOSITE PANEL EDGES. I Ct K,IN(1 IL F0T> , 51-1>;,rzY/-\tL,6 1 NO rA,vTrmE2g Tt)BGbd e, 61 C id' IrIT�EIp% 50Z -A0_ t 005, F1 h02 c Wl�l l SNr:�7H tNG. THE TERM "BLOCKING" SHALL MEAN THAT BLOCKS SHALL BE INSTALLED HORIZONTALLY BETWEEN STUDS SO THAT PANELS MAY BE FASTENED ON ALL FOUR EDGES. UNLESS NOTED BELOW, ALL FASTENERS SHALL CONFORM TO TABLE 7(opb.3(I) ON PAGES &ZO NttT) CezI OF THE MASSACHUSETTS STATE BUILDING CODE. ; SEE ARCHITECTURAL SPECS FOR FIRE SEPARATION REQUIREMENTS FOR WALLS AND CEILINGS TOP AND CAP PLATES SHALL BE LAP SPLICED WITH 8 10d NAILS PER SPLICE. DOORS AND WINDOWS ARE NOT INCLUDED IN THIS DESIGN AND SHALL BE ATTACHED ACCORDING TO THE MANUFACTURERS INSTRUCTIONS. THIS STRUCTURE HAS BEEN DESIGNED AS "ENCLOSED" STRUCTURES WITH WINDOW SHUTTERS OR SHATTER RESISTANT WINDOW GLASS. - / AKRO ASSOCIATES ARCHITECTS 27 Eastview Terrace, Marstons Mills, MA 02648 Tel. and Fax: 508-419-1217 SIMPSON H2.5 TIEDOWN TYP ALL RAFTERS OR JOISTS THIS DETAIL APPLIES ONLY TO WHER RAFTER OR EXTERIOR DECK JOIST TAILS LAND ON A HEADER !UF ANU UAP PLATE --'�-- I I � :•�' — lx�t � � IG• G.C. SF!fe� mr RU �•l ; _--- - :I tI 1 — 1 t r�/c f� l'.. Slll t— i � i, i i I �'�-V1Y�ort H%vL�-SDhL.ri � 1N /r �! fir; �v geN_ r ��•r JII `f 1F D/ T14.1�� !L ` , e.c �I` #'!-`/V.;GCiU SiI�P'Itllr`c'� �� '� : %'! ,'' � F:.t.�ir`1•: '; IK3 0F1 I/& rlm-joA 1 x-5 CO2N IC 13Rv w )1 -ft, CA, T;e 1Z at-, -r/VEC/ P..ED Cepjt�L F-WrINC( -n )q'5-r1N6 A -r -n(, R I G H -C S I DlU 0 Additions and Alterations to the Home of Rob Derebutro 6 Dauphine Drive, Yarmouthport, Massachusetts VERTICAL BLOCKING UNDER DOUBLE STUDS \ FIRST FLOOR \ SHEAR WALL DOUBLE 2x END STUDS SIMPSON HDU5—SDS2.5 , HOLDOWN BRACKET " TIEDOWN ANCHOR BOLT WITH 8" MIN EMBEDMENT Ij} vj rclgn`.- 1AA'CL0 CK- Of i4 CJL� D II I GENERAL NOTES 2x STUD PLYWOOD JOINT 2x BLOCKING IF REQUIREDI__� z PLYWOOD SHEATHING BLOCKING NOTE - BLOCKING, IF REQUIRED, MAY BE INSTALLED IN EITHER ORIENTATION SEE SCHEDULE FOR BLOCKING REQUIREMENT., BLOCKED MEANS THAT ALL FOUR EDGES OF A PANEL WILL BE FASTENED WHICH MAY REQUIRE BLOCKING TO BE INSTALLED BET:,EN STUDS, JOISTS OR RAFTERS AT THE PANEL EDGE. " NBLOCKED" MEANS THAT A PANEL WILL ONLY BE FASTE14ED ALONG TWO OPPOSITE PANEL EDGES. I Ct K,IN(1 IL F0T> , 51-1>;,rzY/-\tL,6 1 NO rA,vTrmE2g Tt)BGbd e, 61 C id' IrIT�EIp% 50Z -A0_ t 005, F1 h02 c Wl�l l SNr:�7H tNG. THE TERM "BLOCKING" SHALL MEAN THAT BLOCKS SHALL BE INSTALLED HORIZONTALLY BETWEEN STUDS SO THAT PANELS MAY BE FASTENED ON ALL FOUR EDGES. UNLESS NOTED BELOW, ALL FASTENERS SHALL CONFORM TO TABLE 7(opb.3(I) ON PAGES &ZO NttT) CezI OF THE MASSACHUSETTS STATE BUILDING CODE. ; SEE ARCHITECTURAL SPECS FOR FIRE SEPARATION REQUIREMENTS FOR WALLS AND CEILINGS TOP AND CAP PLATES SHALL BE LAP SPLICED WITH 8 10d NAILS PER SPLICE. DOORS AND WINDOWS ARE NOT INCLUDED IN THIS DESIGN AND SHALL BE ATTACHED ACCORDING TO THE MANUFACTURERS INSTRUCTIONS. THIS STRUCTURE HAS BEEN DESIGNED AS "ENCLOSED" STRUCTURES WITH WINDOW SHUTTERS OR SHATTER RESISTANT WINDOW GLASS. - / AKRO ASSOCIATES ARCHITECTS 27 Eastview Terrace, Marstons Mills, MA 02648 Tel. and Fax: 508-419-1217 SIMPSON H2.5 TIEDOWN TYP ALL RAFTERS OR JOISTS THIS DETAIL APPLIES ONLY TO WHER RAFTER OR EXTERIOR DECK JOIST TAILS LAND ON A HEADER !UF ANU UAP PLATE HEADER WRAP SIMPSON CS18 TIEDOWN STRAP EVENLY OVER CAP PLATE AND- NAIL TO STUD WITH 2x4=8 8d NAILS TOTAL 16 NAILS PER HEADER JACK STUD STUD 1� 1 .r t. fl. ri'I I I ! �• � THE- PRDTECTION AFFORDED BY THIS DESIGN IS LIMITED TO THE NEW • 1,`�� ADDITION. HIGH WIND 'PROTECTION OF THE EXISTING BUILDING IS NOT COVERED BY THESE PLANS, STANDARD J" ANCHOR BOLTS SHALL BE INSTALLED AT 2' SPACING ALONG SHEAR WALLS IN BETWEEN TIEDOWN BOLTS, AT 4' SPACING ALONG COMMON WALLS AND WITHIN 1'" OF SILL ENDS, ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM OF 8" INTO CONCRETE. PLYWOOD WALL SHEATHING SHALL: (1) LAP CONTINUOUSLY ONTO CAP PLATE AND SOLE PLATE AS SHOWN (2) MA" BE NAILED ON ALL FOUR EDGES WHICH WILL REQUIRE BLOCKING (3) MAY BE ORIENTED IN ANY DIRECTION PLYWOOD RODE AND FLOOR SHEATHING SHALL: (1) ORIENTED WITH THE FACE GRAIN PERPENDICULAR TO THE RAFTERS/JOISTS (2) NAILED ONLY INTO THE RAFTERS/JOISTS (3) WILL NOT REQUIRE BLOCKING jrL-rt'1P/t �?Yf' j 4702 T' L I, TZLSOUTHPOOg �- I STErFTG.Ah �GG�._rt----- —!�— --- ----- -- !t -t-•--- — — — -- — — `�— 1 �° x ?�' carer. cor! �. foaT!�c� --- 51D CALDt AS Ncrea APPROVCDOY: DRAWN BY DAref�MA�`••t- Z.DII REVISED I DRAWING NUMBER I C» Fj