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Home My WebLink AboutBLD-20-3726NEW ANDERSEN TW2642 WINDOW NEW ANDERSEN TW2642 WINDOW EXIST BATH / EXIST. HALL a: EXIST. BEDROOM EXIST. ' STORAGE -NEW CLAPBOARD SIDING ON WHOLE FRONT FACE �. OF HOUSE � � I DN. j I � _ . _ __ — . . .. _ — _ —..— — _. . _. .. _ IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENI FENESTRATION SKYLIGHT CEILING WO00 FRPMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRPWL SPACE LLFACTOR LLFACTOR R-VAWE R-VALUE R-VALUE R-VHWE R-VAWE R-VAWE 030 MASS. p55 � � qg 20or13*5 30 15(19 �0(4FT.DEEP) 15l19 � AMAIEND NOTES t. R-VALUES ARE MINIMUMS & U-FACTORS ARE MAXIMUMS. � 2. 15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR � OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOF2 OF THE BASEMENT WALL 3. REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION & ENERG� REQUIREMENTS 4. 13 + 5 MEANS RS CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR & R13 CAVITY INSULATION � '�, . � � r REMOVE EXISTING WINDOW I & INFILL WALLTO MATCH I EXISTING FRAMING NEW 2 x 4 WALL � REMOD. I � MUDROOM I i I � � � � x DESK � � I .� I NEW ROOF COVER L _ _ —I W/BRACKETS 4�_Q�� EXIST. KITCHEN FIRST FLOOR PLAN P REPLACE EXISTING WINDOWS W/ NEW ANDERSEN WINDOWS USING THE SAME R.O. EXPANDED LIVING NOTES: J 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS z & DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, � DETAILS, & FINISHES IN THE FIELD WITH OWNER W Q� 3,) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE 0 O o� DURING FRAMING CONSTRUCTION � � 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS Q w Q� STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015 � 5.) 110 MPH EXPOSURE B WIND ZONE m� W N 6.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE � w W a o 7.) ALL LVL LUMBER/6EAMS TO BE 1.9e L/360 LOAD � 8.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY � p�p (_" EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION O�� a I NSTALLER/CONTRACTOR. 9.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY � OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING , 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS `�_ TO BE 3000 PSI AT 28 DAYS j� /� I"I u R"—�� II EXISTING WALL TO BE �� REMOVED, VERIFY IF REPLACE EXISTING WINDOWS II � gEqM IS RE�UtRED. W/ NEW ANDERSEN WINDOWS II � USING THE SAME R.O. I'II 1L �3L._____J.� � __—J .�,e � �a,� -�NEW TREX � o . � DECKWG—� ih S.L. 6'-T' ARCHED CEILING T�" � NEW P.T. 6 x 6 POSTS W CASWG & 8" HIGH BASE _ _ - � - - NEW MULTI LVL BEAM REMOVE EXIST. BRICN &INSTALL CLAPBOARD SIDING TC3L�d�" Qs�= 1':L <.i�"f�':l��'r� REVIEWED f0" Rf �' CIhIG ANC � 0'��";3 CCDE CQidPlb ANCc. ERROt:S v� �-' ,iSS'�P'S D'u NOT R�UuVt THE APPLICAhT FROh1 THE 12ESr ONS�RILI i Y OF'A5 BUIIT' COMPLIANCE. DATE: � � 7 ' �U � _ _ �� BUILDING �� .,JAL � �0�� LL 0 � � z w �', � G W LL \ � O � � � � � � 1�ORK MUST CONFORM TO ALL z TO BYLAWS REGULATIQNS � � � YARMp�AT�R DEPT DATE y~� S� Df -11 LEGEND: � EXISTING WALLS �--� CONSTRUCTION TO BE REMOVED L__J NEW CONSTRUCTION � � _ � 0 � 1..1... � UH , W Q � V! � � W L.L � O � � � � Q � � v � V J :ALE : �" = 1'-0„ �TE : /12/2019 _ _. - - - --_-- __ _ �� --_ i. .. . .. . ... _ . . .. . . _. .., _. _... . . .. . ' .. . . . . .. . . . _.. ._.-. .- _ __ . .,-, . ..- 1 1\ V 1 V 1 1� 1� 1�. v � � � � v� � CASING & 8" HIGH BASE � � NEW GABLE END WINDOWS LEFT ELEVATION _ _ —_ __ _ — a � _— U J J Z C� �o� wac� D�o� � � Qwad- F'��WN _�W p �Wa-O � � OmQ= U��a L� .. L�.. �C O G � _ � � � � � O J � W � � Q � � � U � � z � ,. w O �� O _�� w I� � W �Op 0�z Q Q � � � C� � p � SCALE : 1/4" = 1'-0" DATE: 11/12/2019 �=_ NO- =00T )W ZMAX JS'• P.T. 2 x 6's na. 16" 2- P.T. 2 x S's EXISTING BASEMENT EXISTING CONCRETE � . � COVEREDPORCH � � � ' 13�_��, � P.T. 2 x 8 LEDGER BOARD SCREWED TO � SOLID BLOCKING W/ (2) 3!8" DIA. LAG SCREWS 16" o.c. W/ ZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DTT1Z TENSION TIES AT (4) LOCATIONS FROM HOUSE TO DECK JOIST (1) EACH END � � � =OUIVDATION/FRAMING F'LAN �TOR TO VERIFY ALL EXISTING � DETAILS IN THE FIELD & �S NECESSARY TYP. ROOF CONST. - 2 x 8 ROOF RAFTERS @ 16" o.c. � - 5/8" CDX PLYWOOD ROOP SHEATHING � -ASPHALT ROOF SHINGLFS (HIGH WIND NAILING) r 15LB. FELT PAPER .- SIMPSON H 2.5 HURRICANE CLIPS � . AT ALL RAFTER ENDS � �- ICE/ WATER SHIELD AT BOTTOM .� � 4'0" OF ROOF C � -ALUMINUM DRIP EDGE � � . � � VERIFY ROOF PITCH � � IN THE FIELD AFTER � � � � � GABLE ROOF IS . �� CONSTRUCTED . _ CONST. 2X6�5@,s��o.� LATION (R20) 3- P.T. 2 x S's :D G ;RIER � � �� ..� 3- 1 3!4" x 7 1/4" LVL BEAM � � � VERIFY ALL DECKING � � � 8 TRIM MATERIALS LOOR � � WI OWNERS � � � �� P.T. 2 x 6's @ 16" o.c. � �� 2- P.T. 2 x 8' � 10" DIA. CONCRETE SONO- � . TUBES ON 24" DIA. BIGFOOT FOOTINGS TO 4'0" BELOW � GRADE. USE SIMPSON ZMAX � ABU66 POST BASE W/ 518" � DIA. J-BOLT. LINE OF ROOF BEYOND 0 � 12 EXIST. � . VERIFY C.J. SPAN IN THE FIELD TO SEE �� IF A BEAM IS REQ'D. NEW 2 x 4 WALL UP TO RAFTERS VERIFY EXISTING FOUNDATION . WALL & FOOTING SIZES IN THE FIELD P.T. 2 x 8 LEDGER BOARD SCREWED TO SOLID BLOCKING W/ (2) 3/8" DIA. LAG SCREWS 16" o.c. W/ ZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DTT1Z TENSION TIES AT (4) LOCATIONS FROM HOUSE TO DECK JOIST (1) EACH END . x a's c� � a" o. c. EXPANDED LIVING . EXiST. 2 x 10's @ 16" o.c. EXISTING CONCRETE COVEREDPORCH EXISTING BASEMENT 12" DIA. CONCRETE SONOTUBES TO 4'0" BELOW GRADE. USE SIMPSON ZMAX ABU44 POST BASE W! 5!8" J-BOLT BUILDING SECTION (a� LIVING SIMPSON HUC TO SOLID STU�S — FASTEN BEAMS TO P.T. 6 x 6 POSTS WlSIMPSON LCE4 POST CAPS (CORNER CONENCTION DETAIL) — 2 x 6 RAFTERS @ 16" o.c. W/ PLYVVOOD GUSSETS 2x8'sW/1x8AZEK FASCIA —� AZEK BG4D BOARD SOFFIT — b [V AZEK t x 8 FRI!-ZE — P,ZEK OF2 CEDAR 3" THICK BR4CKET E'�OLTED TO HOUSE VV! TIMBERLOK £��CREWS TO SOLID . EXIST. 2 x 8 RAFTERS & CEILING JOISTS — x 10 VALLEYS x - � SIMPSON HUC TO �. � SOLID STUDS ho � � � 3- 1 3/4" x 7 V4" LV BEAM � m. — ----- - � �I � 3-2x86EAM� ARCHED CEILING ��.4,� � FASTEN BEAMS W/ SIMPSON HUCQ210-3-SDS CONCEALED FLANGE HANGER x 6 RAFTERS @ 16" o.c. 13'-7" ROOF FRAMI�IG PLAN 2 x 8 RIDGE BOARD z�_4�� TRIPLE STUDS BEHIND NEW BRACKETS OVERHANG DETAIL SCALE: 1 /2" = 1'-0" FLOOR JOISTS DECK DETA VERIFY C.J. SPAN � IN THE FIELD TO SEE IF A BEAM IS REQ'D. GANGED STUDS UNDER EACH END OF BEAM x 6 POST �L . � � O �..� SNpF MASSqCy `� ^' . 2eY �tGHELE Gm� V . � Cu�tURP� `^ 7 -(R p ? o S �„�p'(7 � L N� O W `° ti 9F��SSE�``��" J y" ��F�SSIONP ��` � W l l S `(�''v�' ��l � O � � � � � O � � �/ \ � INSTALLFLASHING UNDER - I 1 I HOUSEWRAP & DECKING � � � � DECKING Z SC 1/4 P.T. 2 x 6's @ 16" o.c. DA � � � N � O � � QS � G � n� � N W � ao = Lfi �� Q � _ � � O � � � U I=— Z = W Q � � v/ � W 1..1� � O Q �z � � � V � V! 4LE : ' = 1'-0" TE : � INSTAIL PEEL& STICK � � . � � /� �/no� � . RU68ER MEMBRANE . � L � . BETWEEN LEDGER & � . � � � . � SHEATHING � � � P.T. 2 x S LEDGER BOARD SCREWED TO � SOLID BLOCKING W/ (2) 3/8" DIA. LAG SCREWS . 16" o.c. W/ ZMAX LU210 JOISTS HANGERS � � I L �NSTALL SIMPSON DTTIZTENSION TIES . � � ,. � � AT (4) LOCATIONS FROM HOUSE TO DECK � _ JOIST (1) EACH END .� . .. .