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HomeMy WebLinkAbout16 Tasmania Drive New House PlansWINDOW SCHEDULE TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS A ANDERSEN TW 2446 2'-6 1/8" x 5'-0 7/8" DOUBLEHUNG B of ifA 251 2'-4 7/8" x 7-0 5/8" AWNING C It It TW 2442 2'-6 1/8" x 4'-4 7/8" DOUBLEHUNG D C335 4'-0 1/2" x 3'-5 3/8" CASEMENT E TW 24310 2'-6 1/8" x 4'-0 7/8" DOUBLEHUNG 1. CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 2. ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR/INTERIOR GRILLES W/ SPACER BAR. LOW -E HP 4 GLAZING W/ SCREENS & METRO HARDWARE 3. OPTIONAL WINDOW MANUFACTURER IS MARVIN INTEGRITY. O N r 0 N N COTUIT BAY DESIGN, LLC 43 BREWSTER ROAD MASHPEE ,MA. 02649 PH. (508 274-1166 FAX (508) 539-9402 111, liq 1111, i• FIRST FLOOR = 1288 S.F. SECOND FLOOR = 741 S.F. TOTAL FINISHED SPACE = 2029 S.F. GARAGE = 480 S.F. NEW u'F HUSE Fu"R: R A ALPH CROSSEN © SMOKE DETECTOR © CARBON MONOXIDE DETECTOR ® HEAT DETECTOR 16 TASMANIA u'o*\ RIVE YARINAOUTHPORT, MA TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT - COMPLIANCE. DATE: _' 1 '`S- t Kin-rcc. 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, DETAILS, & FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6-10" ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, 8TH EDITION AMENDEMENT & IRC2009 5.) ALL WINDOWS & DOORS TO HAVE SILL PANS & ICE/WATER SHIELD FLASHING 6.) 110 MPH EXPOSURE B WIND ZONE 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING 8.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD 9.) SEE CERTIFIED PLOT PLAN DEVELOPED FOR ALL PROPOSED & EXISTING DETAILS 10.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS. 11.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS TO BE 3000 PSI 12.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 13.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE 14.) PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE VIA UNDERGROUND CONNECTIONS TO COMPLY W/ ALL LOCAL CODES IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) FENESTRATION U -FACTOR SKYLIGHT U -FACTOR CEDING RNALUE WOOD FRAMED WALL RNALUE FLOOR RNALUE BASEMENT WALL R -VALUE BASEMENT SLAB CRAWL SPACE WALL RNALUE RNALUE 0.32 0.60 49 20 307 9 10 (2 FT. DEEP) 10/13 NOTES: 1. R -VALUES ARE MINIMUMS 81 U -FACTORS ARE MAXIMUMS. 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3, REFER TO IECC 2012 CHAPTER G FOR ALL INSULATION & ENERGY REQUIREMENTS REVISED: 5/4/2017 THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF CONSTRUCTION. THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED. ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. SCALE: 1/411 = 1 1-011 Im 1 0 N DRAWING NO.: � I 6*1i3O TYP. MID—AMERICA HARBORVIEW OR ATLANTIC SOLID CORE PVC SHUTTERS TYPICAL 1/2" x 6" CERTAINTEED CLAPBOARD SIDING 4" TO THE WEATHER AT FRONT — TYP. 2.5 x 2.5 SILL a i TYPICAL ASPHALT ROOF SHINGLES — 12 11F on one r PINE 1 x 8 WATERTABLE W/ 1 x 3 ANGLED CAP AZEK 1 x 8 FASCIA & FRIEZE BOARDS TOP OF f LEFT SIDE ELEVATION. . COT IT BAY DESIGN LLC L 43 BREWST'ER RQAD MA a H P E E, MA. 02649 P11. (503) 274-1166 FAX (50 8) 539-9402 Ak fw I wAlffla w I MK I � r tt1 n FLOOR )R 'LATE DS ),NG ; Z a .00R DR THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON("� THESE DRAWINGS PRIOR TO START OF " /s� �� CA p�iI�o pi®. DRAWING �t f y CONSTRUCTION. THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT M — + 1/4 !1 i {��it IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USEDATE:Af OF THE OWNER NOTED. ANY OTHER USE OF REVISED:AKE.-= 5/4/2017 THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE ®��4! �'� 6 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 2 x 12 RAFTERS WIND WASH BARRIER 1 x 3 STRAPPING'JV/ 1/2" GYPSUM BOARD TYP. 2 x 6 WALLS A= TYPICAL ASPHALT ROOF SHINGLES 5/8" CDX PLYWOOD SHEATHING 15# FELT PAPER SIMPSON H 2.5 HURRICANE CLIPS +` TO" WIDE ICE/WATER SHIELD ALUMINUM DRIP EDGE 1 x 8 FASCIA BOARD 1 x 4 SOFFIT BOARD 1 x CONT. VINYL SOFFIT VENT 1 x 3 SOFFIT BOARD 1 3/4" CROWN 1 x 6 FRIEZE BOARD IL AT WALL SCALE: 1/2." = 1'-0" 16-6" 2m_n" A B A4 C A4 A3 N i O f I �0LL 2 x 12 RIDGE BOARD g 2K 2 x 12 RIDGE BOARD INSTALL 1/2" INSIDE DORMER WALLS C J_ 21 PLYWOOD CHEEK— ON 2 11 s — — 5 a I j — — — s I ♦ Q Wml I o i s I ♦ i OW Q s ♦ I W o 1� o ILt 1911 O AN A3 10 16'-0" 0 5'-2" C A4 9'-10" 5'-0" S I I 11 4'-10" 4'-8" 4 6'-2" 4'-8" 6-2" 4'-8" 4'-10" (GABLE DORMER) (GABLE DORMER) (GABLE DORMER) 36'-0" q (SHED DORMER) 20'_O" 16'-0" 36' 0" I 20'-0„ COTUIT BAY DESIGN, LLC 43 BREWSTER ROA[ MASHPEE ,MA. 02649 PH. (508) 274-1166 FAX(508) 539-9402 MR AN Flo -k ii, W -O, NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 12's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H4 HURRICANE CLIPS AT ALL RAFTERS ENDS 3.) VERIFY GUTTER TYPE/LAYOUT W/ OWNERS r(P.W.ALL CONST. 1.2 x6 STUDS @ 16" o.c. 2.1/2" PLYWOOD SHEATHING 3. 6" (R=21) batt INSULATION 4.1/2" GYPSUM BOARD 5. W.C. SHINGLE SIDING 6. TYV=K VAPOR BARRIER. P.T. 2 x 6 W! SILL SE TYP. 8" CONCRETE FOUNDATION WALLS TO W/ 10" x 24" CONCRETE FOOTINGS & 2 x 4 KEY, (2) #4 HORIZONTAL BARS AT—fop OF WALL 2" CLEAR DAMP PROOF WALLS BELOW GRADE RIDGE VENT .--- 2 x 6's a 16" o.c. 2 x 12 RIDGE BOARD 12 11 UNFINISHED STORAGE j 3/4" T & G PLYWOOD \ SUBFLOOR- GLUED & NAILED 2 x 10's @ 16" O.C. — ���r. L✓�� \—TYP. 1/2" GYP. BOARD ON 1 x 3 STRAPPING @ 16" C.C. i LIVING — 3/4" T & G PLYWOOD SUBFLOOR- GLUED & NAILED h 2 x 10's @ 16" o.c. 2 x 10's @ 16" 07. 9" BATT INSULATION (R=30) 3- 2 x 12 GIRT BASEMBASEMENT ENT TYPICAL 3 1/2" DIA. STEEL LALLY COLUMN —6 MIL POLY UNDER 0 N TYP. ROOF CONST. - 2 x 12 ROOF RAFTERS @ 16" o.c. - 5/8" CDX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES - 15LB. FELT PAPER - 10" HI -R BATT INSULATION @ SLOPED CEILINGS (R=38) - BATT INSULATION @ FLAT CEILINGS (R=49) 2 x 12 RIDGE BOARD - SIMPSON H 4 HURRICANE CUPS AT ALL RAFTER ENDS - ICE/ WATER SHIELD AT BOTTOM 3'0" OF ROOF - PROP -A VENT BETWEEN RAFTERS - WIND WASH BARRIERS - ALUMINUM DRIP EDGE SECOND FLOOR SUBFLOOR TOP OF PLATE v Q D LIMING Co Lo T FIRST FLOOR SUBFLOOR _-_)--TYPICAL 30" x 30" x 12" CONCRETE FOOTING A SECTION @ DlNl G/Ll'v'NG A3 THE DESIGNER SHALL BE NOTIFIED IF ANY .� ERRORS OR WISSI ARE FOUND ON SCALE LE Y DRAWING NO. THESE DRAWINGS PRIOR TO START OF /'� f� CONSTRUCTION. THE BUILDING CONTRACTOR 1/4 14'1 � ��®�' WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED. ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN ; REVISED: 5/4/2017 CONSENT OF THE DESIGNER UNDER THE 10/24/2016 4 ; ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. F V INSTALL SI TENSION T EVENLY SF DECK JOTS INSTALL SIMPSON DTT1Z 1 TENSION TIES AT (4) LOCATIONS EVENLY SPACED FROM HOUSE TO ! DECK JOIST I INSTALL FLASHING UNDER i HOUSGWRAP & DECKING DECKING I FLOOR .JOISTS - P.T. 2 x 10's @ 16" o.c. INSTALL PEEL & STICK RUBBER MEMBRANE BETWEEN LEDGER & SHEATHING P.T. 2 x 10 LEDGER BOARD SCREWED TO SOLID BLOCKING W/ (2) LEDGERLOK SCREWS 16" o.c. W/ JOISTS HANGERS DECK DETAIL J Aloe I N-STAro, -0 7:1 PA1.1 FROM Extent of header (two braced wall segments) Extent of header (one braced wall segment) - Pony wall heghtt Min. 3"x 11-114" net header .� 'i Header shall be fastened io the king cp plate i hI le stud with 6-16D sinker na`ls required pc 12' I,I Fasten sheathing to header with 9d common Max. lel nau in 3 -in. grid pattern as shown and 3 in. total I,l 4 0 in all framing (studs and sols) typ h ht 1I,j b h � [W �, Minimum 1000 Ib header_toi jack -stud strap shall bs— centered at bottom of header and installed on backside as shown on side elevation, each side of i opening (SIMPSON LSTA240) e ttY -- Mzx For a panel splice (if needed), panel edges shall occur over and tx Ito gM naled to common blocking and ocr:ur within the middle 24 inof w height. One row of 3 ino.cnailing is required at each panel edce 2'to 18' (finished width) Men length based on 6.1 heght-to-width ratio. �� For example. 16 in. min. for 8 It height. Braced wal M,n number of studs continuous shown - (2) 2x4 R602.10.6 I P:I t Noof jack st FAn lenoth king std table R502.5i I,I Min 2"x2"XXs" plate washer,typ. 2 Anchor bolts per 1 Per table --------------- R403.1 6 R403.1.6 req,.ired 802.10.4.1.1 PA ARA NARROW WALL BRACING METHOD 1 OVER CONCRETE OR MASONRY BLOCK FOUNDATION SIDE ELEVATION Foundation per code Min. 10001b tension strapl. Strap shall be centered at bottom of header. INTERIOR J Sheathing filler if needed 16d sinker nails in 2 rows @ 3" o. c. Wood Structural panel must be continuous from top of wall to bottom of wall, or from top of wall to permitted splice area Ful! -length king studs 3/8" min. thickness wood ;tmctural panel sheathing 15" 6„ 9" CD I o I uo bt U O TYP.WALL CONST. CONT. RIDGE VENT 12 2 x 6's @ 16" o.c. 11 12 - 2 k10's cL 16" o.c. 1. 2 x 6 STUDS @ 16" o.c. N 5 0 2.1/2" PLYWOOD SHEATHING ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF SCALE : 3.6" (R=21) batt INSULATION C? i- 4.1/2" GYPSUM BOARD WILL BE RESPONSIBLE FOR THE CONTENT/ 1-011 5. W.C. SHINGLE SIDING i o / �\ 6. TYVEK VAPOR BARRIER COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS SUBFLOOR X �. TYP-WALL CONST. -' STUDS 1. 2 x 6 STUDS @ 16" o.c. DATE: u1 2.1/2" PLYWOOD SHEATHING i' SOLID BLOCKING `� X� 3.6" (R=21) BATT INSULATION UNDER DORMER WALL � 4- 1/2" GYPSUM BOARD 5. W.C. SHINGLE SIDING 2 x 10's @ 16" o.c. 2 x 10's @ 16" o.c. ° 6. TYVEK VAPOR BARRIER TYP. 1/2" GYP. BOARD ON 1 x 3 STRAPPING_ 3 1 3/4' x 9 1/4" LVL BERM @ 16" o.c. SUBFLOOR I DINING KITCHEN jBLOC PINE FASC INSTALL SIMPSON DTT1Z T & G PL TENSION TIES AT (2) LOCATIONS 7BEA.4IM. SUBFLOOR- UBFLOOR-GGLUEDLUED &NAILED EVENLY SPACED FROM HOUSE TO SON AC DECK JOIST Ito 2 x 10's @ 16" O.C. 2 x 10's @ 16" o.c. P.T. 2 x 6 W! SILL SEALER CAPBEAM W/ SIMPS H4 TIES 9" BATT INSULATION (R=30) '4 3-2x 12 GIRT TYP. 8" CONCRETE FOUNDATION EO 1 WALLS TO W/ 10" x 24" CONCRETE FULL FOOTINGS & 2 x 4 KEY, (2) #4 3 BASEMENT HORIZONTAL BARS AT TOP OF WALL b 2" CLEAR TYPICAL 3 1/2" DIA. STEEL LALLY COLUMN DAMP PROOF WALLS " CONC. BELOW GRADE L POLYY UNDER 1 L- _J—TYP ICAI- 30" r, 30" x 12" CONCRETE FOOTING 12 -- TOP OF PLATE / T/ 2 x 10's @ 1^0" O.C. 4 N / / TYP. ROOF CONST. - 2 x.12 ROOF RAFTERS @ 16" o.c. - 5/8" CDX PLYWOOD ROOF SHEATHING - ASPHALT ROOF SHINGLES -15LB. FELT PAPER - 10" HI -R BATT INSULATION @ SLOPED CEILINGS (R=38) - BATT INSULATION @ FLAT CEILINGS (R=4S) - 2 x 12 RIDGE BOARD - SIMPSON H 2.5a HURRICANE CLIPS AT ALL RAFTER ENDS - ICE/ WATER SHIELD AT BOTTOM 3'0" OF ROOF - PROP -A VENT BETWEEN RAFTERS -WIND WASH BARRIERS -ALUMINUM DRIP EDGE TOP OF PLATE HE r P.T.66 x 66 POSTS ON 10" DIA. CONCRETE SONOTUBES W/ 24" DIA. BIGFOOT FOOTINGS TO 4'0" BELOE+'d GRAD. USE SIMPSON ABU66 POST BASE & ACE6 OR AC6 POST CAPS INSTALL 5/8" SIMPSON TITEN HD ANCHOR BOLTS AT 38" o.c. MAX. W/ SIMPSON BPS 518-3 BEARING PLATES oc l PLACE BOLTS WITHIN 6"- 15" OF EACH CORNER AND TO A 7 " MINIMUM DEPTH. 12 2'-0' / STORAGE 3-1 3/4" x 14" LVL BEAM SECOND FLOOR [Alf I 00 Z Cl) �C+o HOUSE ANCHOR B 15" 6„ 9" � Qi F ci 6 N SUBFLOOR r -j TOP OF PLATEl _ 2 x 10's @ 16'o. c. 2 x 10's @ 16" o.c.'- T11W 3- 1 3! " x 14" �' �^ - MULTI VL HEADER fill SOLID BLOCKING UNDER DORMER 5!8" FIRECODE GYP BD. P.T. 2 x 6 SILL W/ SEALER ON 1 x 3 STRAPPING @ 16" I o.c. IN GARAGE GARAGE I T Q ! A' E L INSTALL 5/8" SIMPSON TITEN HD ANCHOR BOLTS AT 24" o.c. MAX. W/ SIMPSON BPS 5/8-3 BEARING PLATES PLACE BOLTS WITHIN 6"-15" OF EACH CORNER AND TO A 7 " MINIMUM DEPTH. NOT • �. �, Milk . . ft 3BRE SCOTUIT �E RAY DA�IGN. LLCNEW EF(#'rKwn�5 . MAHPEE IM PH. 274-1A.16602649 RALPH C R 0 SZ`32% E IN' FAX (50$) 539-9402 1 (3 TA!SMAN I A DRIVE ARMOUTHPORT, MA X13. 2 x 6 SILL W/ SEALER t (4" CONC. SLAB FIRST FLOOR _ — _ _ ._ PITCH 7; -J -Q O.H. CQQ-R — _ _ SUBFLOOR W/ 6 x 6 WWF EMBEDDED TOP OF FOUND. .. 6. . C2 i o F - 1/4" x 3" FLAT STEEL W/ 1/2" x 4" STUDS @ 24" o.c. DRILLED & GROUTED W/ SET EPDXY A4 N 5 0 ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF SCALE : D bVING NO C? i- WILL BE RESPONSIBLE FOR THE CONTENT/ 1-011 IN THESE DRAWINGS IF CONSTRUCTION m SECOND FLOOR COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS SUBFLOOR OR OMISSIONS. TOP OF PLATE TYP-WALL CONST. THESE DRAWINGS ARE SOLELY FOR THE USE 1. 2 x 6 STUDS @ 16" o.c. DATE: u1 2.1/2" PLYWOOD SHEATHING 10"V24/2016 3.6" (R=21) BATT INSULATION co i- 4- 1/2" GYPSUM BOARD 5. W.C. SHINGLE SIDING ._ 00 ti 6. TYVEK VAPOR BARRIER FIkST FLOOR SUBFLOOR I P.T. 2 x IC's @ 16" o.c. PINE FASC 3- P.T. 2 x 10 7BEA.4IM. SON AC SER ES POST FASTEN JOISTS CAPBEAM W/ SIMPS H4 TIES '4 EO P.T. 2 x 10 LEDGER BOARD SCREWED TO SOLID BLOCKING W/ (2) LEDGERLOK SCRE IV 3 16" o.c. W/ JOISTS HANGERS HE r P.T.66 x 66 POSTS ON 10" DIA. CONCRETE SONOTUBES W/ 24" DIA. BIGFOOT FOOTINGS TO 4'0" BELOE+'d GRAD. USE SIMPSON ABU66 POST BASE & ACE6 OR AC6 POST CAPS INSTALL 5/8" SIMPSON TITEN HD ANCHOR BOLTS AT 38" o.c. MAX. W/ SIMPSON BPS 518-3 BEARING PLATES oc l PLACE BOLTS WITHIN 6"- 15" OF EACH CORNER AND TO A 7 " MINIMUM DEPTH. 12 2'-0' / STORAGE 3-1 3/4" x 14" LVL BEAM SECOND FLOOR [Alf I 00 Z Cl) �C+o HOUSE ANCHOR B 15" 6„ 9" � Qi F ci 6 N SUBFLOOR r -j TOP OF PLATEl _ 2 x 10's @ 16'o. c. 2 x 10's @ 16" o.c.'- T11W 3- 1 3! " x 14" �' �^ - MULTI VL HEADER fill SOLID BLOCKING UNDER DORMER 5!8" FIRECODE GYP BD. P.T. 2 x 6 SILL W/ SEALER ON 1 x 3 STRAPPING @ 16" I o.c. IN GARAGE GARAGE I T Q ! A' E L INSTALL 5/8" SIMPSON TITEN HD ANCHOR BOLTS AT 24" o.c. MAX. W/ SIMPSON BPS 5/8-3 BEARING PLATES PLACE BOLTS WITHIN 6"-15" OF EACH CORNER AND TO A 7 " MINIMUM DEPTH. NOT • �. �, Milk . . ft 3BRE SCOTUIT �E RAY DA�IGN. LLCNEW EF(#'rKwn�5 . MAHPEE IM PH. 274-1A.16602649 RALPH C R 0 SZ`32% E IN' FAX (50$) 539-9402 1 (3 TA!SMAN I A DRIVE ARMOUTHPORT, MA X13. 2 x 6 SILL W/ SEALER t (4" CONC. SLAB FIRST FLOOR _ — _ _ ._ PITCH 7; -J -Q O.H. CQQ-R — _ _ SUBFLOOR W/ 6 x 6 WWF EMBEDDED TOP OF FOUND. .. 6. . C2 i o F - 1/4" x 3" FLAT STEEL W/ 1/2" x 4" STUDS @ 24" o.c. DRILLED & GROUTED W/ SET EPDXY A4 THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF SCALE : D bVING NO CONSTRUCTION. THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT/ 1-011 IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED. ANY OTHER USE OF DATE: THESE DRAWINGS REQUIRES THE WRITTEN REVISED: 5/4/2017 CONSENT OF THE DESIGNER, UNDER THE 10"V24/2016 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990.