The URL can be used to link to this page

Home My WebLink About16-A033tiara e 0 —_ Keith C. Gilmore Enterprises LLC - 0_ P 0.Box 17 Centerville, MA 02632 OO P: 508-420-9934 E: 508-420-9935 E: ailmoreenterprisesocomcost.net www.ai lmoreenterprises.i nfo Porch i 5eptic Line Remove window M Reframe for larger door--�--//Down ill I Remove bar counter Remove basement walls and stairs Wet Closet I Fre Pace ® I Family Room Eire Place EXis"Iin� ROOF PIans�alP„4' Client: Joan Simpson 7 Christopher Hail Way Yarmouth Por{-, MA 82675 Dining Room Washer Relocate laundry E) Close -Lav �ryer Remove shower g Widen kitchen opening Tal dab ish p p usher �---� B a t h Kitchen KO= n n Living Room -Foyer pry} Remodel Scale: 1/4"=1'G" Oven Bath Lundin Revisions: Bed Room AR - 9 2016 oLQ YARMO, KltyG,s �H wAY wall MAR2g9p,A TOWN Pc,d Room S ,CI I Closet i Bed Room — - 15'-0" —1 New cmu block foundation walls for bulkhead .. It de fr . MAR 29 pp+, D.I.Septic Line 6 cd k � ARM06 h MC skin tri Pawn fe t s w ode f CRA 10'-0" Ne 1 'xl ' c 2016 p ,Y New mugon window New laundry location Washer New 3068 door r/1p i' Closet / Fre Place Family Room Drver : New bath wall and door locations Closet -La see engineer spec plans for proposed header New shower �` Bed Room ...................... .................... .....o ...o ... ........ ::...... Tal Cob Dish ® 4 :: See engineer spec plans for proposed header ashen ��'Bath Dining Room Kitchen Lame Fridge Oven I Bath clo�(,t tiara e 0 .9- Porch apt ECloset loset rePlace Living Room -Foyer C set bed Room Bed Room cwt F o r � a n n;„Pro o5edo scale 1,4.10 Keith C. Gilmore Enterprises LLC Client: Joan Simpson Pry Revisions: Remodel Pate: 2-16-16 Page ## 2 0O0 — P.o.3ox 17 Centerville, MA 02632 Y Christopher Hall Way Drawn B P: 508-420-9934 F: 508-420-9935 Yarmouth Port, MA y�-t,�F C'•--1��-'� - 0 E: gilmoreenterprises@Dcomcast.net 026Y5 These designs are not to be modified or copied www. ilmoreenter rises.info Seale: 1/4"=]'O” 9 p without the permission of Keith C. Gilmore Enterprises LLC Remove window � - 111 �■■■�■�■�■ 111 ■■■ �� ■ _ = 111 �■;■,�■■■■ 111 ■■■ ■■! ■ iu■i i i 0 � ❑■ iii■ � i ■i � Ex'i,q--inc Horth Teva No M[ OWN Client: Joan Simpson 7 Christopher Hall Wa y Yarmouth Port, MA-�-� 02675 Protect: Remodel proposed Date: 2-16-16 changes — —O — — O O - 0 P.O.Box 17 Centerville. MA 02632 P: 508-420-9934 F: 508-420-9935 E: Qilmoreenterpriseeocomcast.net www. ilmoreenter rises.info 9 P Ex'i,q--inc Horth Teva No Keith C Gilmore Enterprises LLC Client: Joan Simpson 7 Christopher Hall Wa y Yarmouth Port, MA-�-� 02675 Protect: Remodel proposed Date: 2-16-16 changes — —O — — O O - 0 P.O.Box 17 Centerville. MA 02632 P: 508-420-9934 F: 508-420-9935 E: Qilmoreenterpriseeocomcast.net www. ilmoreenter rises.info 9 P Drawn Bv: C'•--��-►-� rr_ r n Scale: 114"=]'O' Remove door J Remove landing Ex*ls *1n Ili-soi �II;■■ ill Sough E eva 0 o n Scale 1/4"=1'O *i o n 5r.nlP 1/4"=110" Keith C Gilmore Enterprises LLC Client: Joan Simpson 7 Christopher Hall Wa y Yarmouth Port, MA-�-� 02675 Protect: Remodel Revisions: Date: 2-16-16 Pace ## 3 — —O — — O O - 0 P.O.Box 17 Centerville. MA 02632 P: 508-420-9934 F: 508-420-9935 E: Qilmoreenterpriseeocomcast.net www. ilmoreenter rises.info 9 P Drawn Bv: C'•--��-►-� rr_ r n Scale: 114"=]'O' These designs are not to be modified or copied without the permission of Keith C. Gilmore Enterprises LLC Remove Rear Landing O—_ Keith C. Gilmore Enterprises LLC - O_ P.O.5ox 17 Centerville, MA 02632 — OO P: 508-420-9934 F: 508-420-9935 E: gilmoreenferprisesocomcast.net www.gilmoreenterprises.info 0 0 Exs n West Elevcf* on Scale 1/4//71/0,/ xisi n Client: Joan Simpson 7 Christopher Hall Way Yarmouth Port, MA 82675 Project: Remodel Scale: 1/4"=1'0" e v a l v o n rrnlP l/4"71'2" Revisions: MAR 29 7y ARM � r i ZNI: TtAR - 9 2016 OLD YARP4C}Ury KING 3 H;GHW AY t /e Rear Landing Date: 2-16-16 Page # 4 Drawn Bv: ,oOC,e.e;e.W 67 g,4wo.*.e These designs are not to be modified or copied without the permission of Keith C. Gilmore Enterprises LLC New cmu block basement access stairway T-1 3/4" 0 —_ Keith C. Gilmore Enterprises LLC P.C.Box 17 Centerville, MA 82632 O 0 P: 508-420-9934 F: 508-428-9935 — O E: gilmoreenterprisesocomcast.net www.gilmoreenterprises.info Proposed �- New 15'x10' deck 4'-0" 12" concrete tube footings 7'-5" 7'-5" -I 5'-4" �l va °'o n Do u� h E e c)r-.nlP 1/4 1 � Client: Joan Simpson Pro jecl. Remodel Revisions: 7 Christopher Hall Way Yarmouth Port, MA 02675 Scale: 1/4°40" Date: 2-16-16 Page ## 5 These designs are not to be modified or copied without the permission of Keith C. Gitnore Enterprises LLC LL Proposed West L t ' New deck 10 0" ------------ -------- Io E eyaT ( o nScale 1/4"=1'0" New cmu block basement access stairway 8 bulkhead i`. LI 4'-e" ' Pror)osed East 12' concrete tube footing - T-1 3/4 1�-'------- New cmu block basement access stairway I�— 6'-9" -I —10'-0" New deck MAR 2920; �'f03W CLEk f YAt�"�� Eck €�. h9AR - 9 2016 ,E 1'-1 1/2" 4'-0" 12" concrete tube footing I Y 3/4" 1 I-- 6'-9" —I E evcf*ion II Scale 1/4"-1'0 Keith C. Gilmore Enterprises LLC Client: Joan SimpsonRevisions-, 7 Christopher HQII Way Yarmouth Port, MA 026755Cale: I I Project: Remodel Dake: 2-16-16 Page # 6 — —_ 0 _ - -0o P.0.Box 17 Centerville, MA 02632 P: 508-420-9934 F: 508-420-9935 E: gilmoreenterprisesocomcost.net www.gilmoreenterprises.info Drawn B : � g.41,rl �,,� 1/4"=1'0" I These designs are not to be modified or cooled I I without the cera swion of Keith C. Gilmore Enterorises LLC I GENERAL NOTES 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING SPECIFICATIONS, INCLUDING THE FOLLOWING GOVERNING STANDARDS: A. THE MASSACHUSETTS STATE BUILDING CODE, 8TH EDITION (FOR ONE -AND TWO FAMILY DWELLINGS) AND ALL OTHER AGENCIES HAVING JURISDICTION. B. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), LATEST EDITION. 2. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 3. ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN STANDARDS. ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. 4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR MATERIALS, TESTS, AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING CODE. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 6. OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS. THE GENERAL CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED. THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS. ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. 7. FOUNDATIONS, FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: A. GRAVITY LOADS: - GROUND SNOW: pg=30 PSF -ATTIC LIVE LOAD = 25 PSF B. WIND LOAD [=CONTROLLING LATERAL FORCE] (PER MASS. BUILDING CODE AND ASCE7-05): - WIND SPEED = 110 MPH; -EXPOSURE"C" - BUILDING CATEGORY II => IMPORTANCE FACTOR = 1.0 8. NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN. WOOD FRAMING NOTES 1. ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS), AND SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURE CONTENT SHALL BE 19%. 2. PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY (SILLS, PLATES, ETC.) SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE, OR APPROVED EQUAL, TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. 3. ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING, DECKING, STAIRS, RAILS, BRACING, ETC. SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE, OR APPROVED EQUAL, TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. 4. ALL CONNECTORS, CONNECTIONS, FASTENERS, ETC. USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED GALVANIZED OR STAINLESS STEEL. 5 THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE KILN DRY. ALL WOOD WALL FRAMING (STUDS, SILLS, PLATES, BRIDGING, BLOCKING ETC. SHALL BE 2x6 SPF#2 OR VERSA -STUD 1.7 2650 AS MANUFACTURED BY BOISE CASCADE. VERSA -COLUMNS SHALL HAVE A MINIMUM ALLOWABLE FIBER BENDING STRESS Fb=2,750 PSI, AND MINIMUM AXIAL COMPRESSIVE STRENGTH Fc=3,000 PSI; AND MINIMUM MODULUS OF ELASTICITY (E)=1,800,000 PSI. SIZE OF STUDS AND COLUMNS PER PLAN SPECIFICATIONS. 6. LUMBER WHICH IS SPLIT, CRACKED, NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE, UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 7. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: DIMENSIONAL LUMBER (FOR NON -EXPOSED MEMBERS): -FLOOR JOISTS & BEAMS: I -JOIST AND LVL PER SPECIFIED MANUFACTURER MODEL AND/OR STRENGTH -TYPICAL FRAME WALL STUDS: #2 SPRUCE PINE FIR: FC = 1150 PSI, E = 1.4E6 PSI -TIMBERS AND POSTS: PER PLAN SPECIFICATION FOR SIZE AND STRENGTH 8. EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE, GRADE NO. 2 OR BETTER AND PRESSURE TREATED. 9. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE A MINIMUM ALLOWABLE BENDING STRESS (FB) OF 2,600 PSI. THE MINIMUM ALLOWABLE COMPRESSION STRESS (FC) PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,900,000 PSI. INSTALL LVL'S IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. REFER TO FRAMING PLANS FOR HIGHER STRENGTH LVL MEMBERS, IF NOTED AS "LVL (2.0E)", PROVIDE LVL WITH ALLOWABLE BENDING STRESS (Fb) OF 2,600 PSI, AND MODULUS OF ELASTICITY (E) OF 2,000,000 PSI (E.G. VERSA -LAM BY BOISE CASCADE). 10. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION (AFPA), THE TIMBER CONSTRUCTION MANUAL (AITC). 11. ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER, BOISE CASCADE, LOUISIANA PACIFIC CORPORATION OR APPROVED EQUAL. 12. FOLLOW MANUFACTURERS' SPECIFICATIONS FOR ERECTION, INSTALLATION, AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS. PENETRATIONS THROUGH ENGINEERED LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. 13. USE FULLY NAILED METAL CONNECTORS (USP, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. REFER TO FRAMING PLAN FOR CONNECTOR TYPES. 14. BUILT-UP BEAMS (3 PIECES MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS OF 10d ANNULAR RING NAILS AND LVL'S WITH 3 ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12" O.C., OR AS OTHERWISE NOTED ON THE DRAWINGS, OR AS RECOMMENDED BY THE MANUFACTURER. NAILS USED FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS. 15. IN NO CASE SHALL JOISTS, RAFTERS, BEAMS, POSTS, STUDS OR ANY OTHER FRAMING MEMBER BE CUT, NOTCHED, DRILLED, OR OTHERWISE MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. P ro s'e Ct_ MAR 2 9 2016 TOWN CLERK 1TH YARMOUTH E { r 1� F � Gc.I a a e iso,rch Elo o r L n,9,,,, i/A',,,.' 2 -PLY ^' 3 -PLY 11 10d NAILS @ 6" O.C. 16d NAILS @ 6" O.C. STAGGERED. STAGGERED, EA. SIDE, TYP.. TYPICAL MULTI -PLY 2x CONNECTIONS TYP. MULTI PLY CONNECTIONS SCALE: I'zP-0' J' MAR - 9:2 016 H 0 U H'NnY Now cmu black faun a t�n wab for bulRf o I 2K 2k Ll EI it � 9jj; � E' NOTE: EXTERIOR DECK FRAMING AND S New laundry location Washer NEW BULKHEAD BY OTHERS EXISTING LOWER ROOF AND sei 0 CEILING FRAMING TO REMAIN, CUT ENDS TO FIT FLUSH HUNG LVL Cir r HEADER, REMAINING j aa 1v Room 101ST AND ROOF BRACE ELNDS - "`—"""• MUST BEAR FULLY ON SEAT OF FACE MOUNT HANGER OR ATOP locations NEW LVL HEADER, TYP. (_ Fib lath wall and Coon KA`"atioF a:. mg-wr rpm, pbmfor pmq�m' ? ea - New 3hower 3 (2)- 1Y" x 9'/i" LVL (2.OE). REP %rINR¢ R .._._......._.......�...., .. - - , , , .. (DROP BEAM).......... ... �I�...��.... m.".....""",.�..-..Wr.._."_"""•""""" i � I : • •. (4)-1%" x 8" DEEP tLVL 2.OE) EXISTING HEADER T> h (E�: ' rl-y?,,�L AND ITS SUPPORT TO 4 1r 1 E 1� 3 •' 1 E REMAIN 4 Dinina-- II li— �iKitcheni f I EXISTING MAIN ROOF AND ATTIC FRAMING TO REMAIN, CUT ENDS TO II ) tt FIT FLUSH HUNG LVL HEADER, ( t i REMAINING RAFTER/ATTIC JOIST _ ------------•-- E ENDS MUST BEAR FULLY ON SEAT OF �-q �k".^ bath' -••.t..-.� I FACE MOUNT HANGER, TYP. 1 ' bed Room 04t I LIm L_1 ATTIC/ROOF LEVEL FRAMING PLAN H Scale: 1/4"=1'-0" Q-0 Sed Room V 3Y2"x 3X" VERSA -LAM 1.8 (2750) POST. NEW POST SHALL BEAR ON WALL BOTTOM PLATE, PROVIDE FULL DEPTH SOLID BLOCKING AT 1ST FLOOR LEVEL DOWN TO SILL PLATE ATOP EXISTING CONC. FDN WALL DIRECTLY BELOW NEW POST LOCATION, TYP. NEW LVL BEAM ABOVE SHALI FULLY BEAR ON NEW POST, CONNECT VIA- (2)-SIMPSON "H2.SA" HURRICANETIES,-TYP. AT EACH POST -TO -HEADER CONNECTION. - V (3)-2x8 BUILT -UF COLUMN, CONNECT PLIES VIA. 10d NAILS STAGGERED AT 6" O.C. FROM EACH FLAT FACE OF POST, TYP. PROVIDE FULL DEPTH SOLID BLOCKING AT IST FLOOR LEVEL DOWN TO SILL PLATE ATOP EXISTING CONC. FDN WALL DIRECTLY BELOW NEW POST LOCATION, TYP. NEW LVL BEAM ABOVE SHALL FULLY BEAR ON (2) JACK STUDS OF NEW POST, CONNECT VIA. (2)-SIMPSON "H2.SA" HURRICANE TIES, TYP. AT EACH POST -TO -HEADER CONNECTION. V SIMPSON "HU26-2" FACE MOUNT HANGER, NAIL FACE W/ (12)-16d, AND RAFTER/JOIST W/ (6)-I0d, ALL COMMON WIRE NAILS, TYP. PACK OUT CEILING JOIST AND Ix BRACING W/ %" THK. PLYWOOD ON LOWER ROOF SIDE TO FIT SNJ"INTO FACE MOUNT HANGER, TYP: Ct if'i NECT TO END OF LVL HEADER VIA SIMPSON "H2.5A" HURRICANE TIES TO ATTIC JOISTS ABOVE FC:? LATERAL BRACING SUPPORT, ALTERNATE SIDES OF LVL HEADER, TYP. SEAL: structural design & ingenuity inghouse,Pc P.O. BOX 102 Marstons Mills, MA 02648 phone: 508-221-2980 web: www.inghouse.net LARBJENG°N STR';ECT?�tAL ;tc.5L5G? w m z 4i Q DRAWN BY: Li ry 2 -PLY ry 4 -PLY I 3" LONG SIMPSON 6" LONG SIMPSON "SDWS"SI "SDWS" SCREWS @ 12" SCREWS @ 16" O.C. IN (2) O.C. IN (2) ROWS FROM ROWS FROM EACH FACE. • EACH FACE. TYPICAL MULTI -PLY LVL CONNECTIONS 2 -PLY ^' 3 -PLY 11 10d NAILS @ 6" O.C. 16d NAILS @ 6" O.C. STAGGERED. STAGGERED, EA. SIDE, TYP.. TYPICAL MULTI -PLY 2x CONNECTIONS TYP. MULTI PLY CONNECTIONS SCALE: I'zP-0' J' MAR - 9:2 016 H 0 U H'NnY Now cmu black faun a t�n wab for bulRf o I 2K 2k Ll EI it � 9jj; � E' NOTE: EXTERIOR DECK FRAMING AND S New laundry location Washer NEW BULKHEAD BY OTHERS EXISTING LOWER ROOF AND sei 0 CEILING FRAMING TO REMAIN, CUT ENDS TO FIT FLUSH HUNG LVL Cir r HEADER, REMAINING j aa 1v Room 101ST AND ROOF BRACE ELNDS - "`—"""• MUST BEAR FULLY ON SEAT OF FACE MOUNT HANGER OR ATOP locations NEW LVL HEADER, TYP. (_ Fib lath wall and Coon KA`"atioF a:. mg-wr rpm, pbmfor pmq�m' ? ea - New 3hower 3 (2)- 1Y" x 9'/i" LVL (2.OE). REP %rINR¢ R .._._......._.......�...., .. - - , , , .. (DROP BEAM).......... ... �I�...��.... m.".....""",.�..-..Wr.._."_"""•""""" i � I : • •. (4)-1%" x 8" DEEP tLVL 2.OE) EXISTING HEADER T> h (E�: ' rl-y?,,�L AND ITS SUPPORT TO 4 1r 1 E 1� 3 •' 1 E REMAIN 4 Dinina-- II li— �iKitcheni f I EXISTING MAIN ROOF AND ATTIC FRAMING TO REMAIN, CUT ENDS TO II ) tt FIT FLUSH HUNG LVL HEADER, ( t i REMAINING RAFTER/ATTIC JOIST _ ------------•-- E ENDS MUST BEAR FULLY ON SEAT OF �-q �k".^ bath' -••.t..-.� I FACE MOUNT HANGER, TYP. 1 ' bed Room 04t I LIm L_1 ATTIC/ROOF LEVEL FRAMING PLAN H Scale: 1/4"=1'-0" Q-0 Sed Room V 3Y2"x 3X" VERSA -LAM 1.8 (2750) POST. NEW POST SHALL BEAR ON WALL BOTTOM PLATE, PROVIDE FULL DEPTH SOLID BLOCKING AT 1ST FLOOR LEVEL DOWN TO SILL PLATE ATOP EXISTING CONC. FDN WALL DIRECTLY BELOW NEW POST LOCATION, TYP. NEW LVL BEAM ABOVE SHALI FULLY BEAR ON NEW POST, CONNECT VIA- (2)-SIMPSON "H2.SA" HURRICANETIES,-TYP. AT EACH POST -TO -HEADER CONNECTION. - V (3)-2x8 BUILT -UF COLUMN, CONNECT PLIES VIA. 10d NAILS STAGGERED AT 6" O.C. FROM EACH FLAT FACE OF POST, TYP. PROVIDE FULL DEPTH SOLID BLOCKING AT IST FLOOR LEVEL DOWN TO SILL PLATE ATOP EXISTING CONC. FDN WALL DIRECTLY BELOW NEW POST LOCATION, TYP. NEW LVL BEAM ABOVE SHALL FULLY BEAR ON (2) JACK STUDS OF NEW POST, CONNECT VIA. (2)-SIMPSON "H2.SA" HURRICANE TIES, TYP. AT EACH POST -TO -HEADER CONNECTION. V SIMPSON "HU26-2" FACE MOUNT HANGER, NAIL FACE W/ (12)-16d, AND RAFTER/JOIST W/ (6)-I0d, ALL COMMON WIRE NAILS, TYP. PACK OUT CEILING JOIST AND Ix BRACING W/ %" THK. PLYWOOD ON LOWER ROOF SIDE TO FIT SNJ"INTO FACE MOUNT HANGER, TYP: Ct if'i NECT TO END OF LVL HEADER VIA SIMPSON "H2.5A" HURRICANE TIES TO ATTIC JOISTS ABOVE FC:? LATERAL BRACING SUPPORT, ALTERNATE SIDES OF LVL HEADER, TYP. SEAL: structural design & ingenuity inghouse,Pc P.O. BOX 102 Marstons Mills, MA 02648 phone: 508-221-2980 web: www.inghouse.net LARBJENG°N STR';ECT?�tAL ;tc.5L5G? w m z 4i Q DRAWN BY: Li F-'- UO ING16006 Z F-- w O O oc z M 2 O a a � SCALE: AS NOTED DATE: 03/07/2016 W V O z � D W 2 � Z Z v O w �C�l LU LU w z � ..1 vi O � O I= Z z a Q Q � U a U � Z � Q Q IY x W M 2 O v DESIGNED BY: 4i Q DRAWN BY: Li F-'- UO ING16006 F-- w O O oc z M 2 a a � SCALE: AS NOTED DATE: 03/07/2016 DESIGNED BY: U DRAWN BY: Li PROJECT#: ING16006 S-100 FOR CONSTRUCTION PAGE 1 OF 1