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HomeMy WebLinkAbout7 Spinning Brook Rd plan1I REVIEWED: i �; ���1 ��,1 G, 6_t , ,.'::: MPLI- ANCE. ERRORS OR ©r MISSION DO fi�OT RELEf= E THE - APPLICANT FROM THE RESPONSIBILITY OF "AS UILT' Residence RenoyI tion COMPL NC. sw&e#us �� "t DATE: 7-Spinning Brook Rd South Yarmouth Mk,I I (978) 759-7799 karol@soulveplus.com I i i www.soulveplus.com GENERAL NOTES: - E 1— ALL WORK SHALL COMPLY WITH STATE AND LOCAL BUILDING CODES AND REGULATIONS. Z_5 Rd South- ifiA 1 2— CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND PROCEDURES. ITLE' 3— CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS DURING Screened. Sunroom BUILDING CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND 9 BRACING TO ENSURE SUCH SAFETY. 7 Spinning Brook Rd, 4— ALL DIMENSIONS AND SITE CONDITIONS SHALL BE FIELD VERIFIED AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NOTIFY THE South Yarmouth, MA 0 664 OWNER OR DESIGNER OF ANY DISCREPANCY PRIOR TO COMMENCEMENT DATE: OF WORK. 5— IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, AND TO PROTECT THEM FROM DAMAGE. June 15, 2022 6— ALL DETAILS, SECTIONS, NOTES, OR REFERENCE TO OTHER DRAWINGS ARE INTENDED TO BE TYPICAL. 7— DURING CONSTRUCTION, AND PRIOR TO THE INCORPORATION OF ANY CHANGES, REVISIONS, MODIFICATIONS OR DEVIATION FROM THE CONSTRUCTION DOCUMENT, CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER OR DESIGNER AND OBTAIN APPROVAL FROM THE BUILDING INSPECTOR BEFORE PROCEEDING WITH THE WORK. 8— SPECIFIC NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE W. PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO _} DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ,p ON THE PROJECT. 9— GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO g STARTING CONSTRUCTION. 10—CONTRACTOR SHALL PERFORM ALL WORKS IN COMPLIANCE: x: A— Building: 4ccI s nP- e u' Any reference in 780 CMR to the International Residential Code shall be considered reference to 780 CMR 51.00 through 120.00. HEALTH [DEPT. ff Y hit ectural Access: DRAWING SCALE: MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521—CMR AMERICANS WITH DISABILITIES ACT (ADAAG), WHERE REQUIRED. --a C— Mechanical: IN ERNATIONAL MECHANICAL 0 015 WITH 78 MA L DE (IMC) 2 0 CMR AS NOTED s� 5 --MECHANICAL AMENDMENTS. �' - �. Ele D ctrical• - DRAWING NAME: I �. 12 00 (20� 5 NATIONAL ELECTRICAL CODE) AMR L COD Any reference in 780 LE SHEET --- _ --CMR to the International Electrical Code shall be considered r e to rer reference it 527 CMR 12.00: Massachusetts Electrical Code (Amendments). OUTLINETSPECIFICATIONS .- E— Plumbing: 48 CMR MASSACHUSETTS PLUMBING REGULATIONS Reference to the 1 International Plumbing Code shall be considered reference to 248 CMR: DRAWING NUMBER: .., Board of State Examiners of Plumbers and Gas Fitters. i Rae A, F— Fire Prevention: f iK iERla'iIuNAL FIRE CuDjE (IFC AND INTERNATIONAL MECHANICAL CODE (IMC) 2015 WITH 527 CMR REGULATIONT ' S I r y 780 CMR MA CODE AMENDMENTS G—Energy. ''r1"C with MA AMENDMENTS. 1 -_ i �� sou lu " i (978) 759-7799 M karol@svulvepllus.com } www.soulveplus.com EXI TI N C HOUSE Yarmouth MA 1ITLE: Screened Sunroom 12" S NO T UBE CONCRETE 4' --- --- a-4- ziDATE: Q June 15, 022 G a ! ONCRETE PAD t a �iN 12„ DEEP d G a d - c d Q 2> 6„ a a 2'-6 — I EiTINC CONCRETE SLAB 14" D a 12" SONOTUBE CONCRETE 4' _ _ -- -- G silt.r 0Q. a IN O w Ig SEAM NOTES' Gzi Cl MST `', SIMP,9ON 1- THE FOUNDATiONCONCRETE $HALLHAVJEAMINIMUht COMPRESSIVE STRENGTH OF d,1k10-PSI AT 2@-DRYS. I Q � -� - ----POST CAP AsfPSt3N HANGER 2. FOUNDATION SOIL Ekltii l 9E UNDISTURBED NATIVE SOIL OR I Q G G� 1 2" S 0 N 0 TU B E CONCRETE 4' CR S IMILAR--' COMPACTED STRUCTURAL FILL M11TH A MINIMUM ALLOWABLE G EACH JOIST-OLUMNN #1 BEARING' CAPACITY OF 4.00I PSF. \ a Q -- DRAWING SCALE: i SllJkrSQN POST BASE OR SIMILARFIMSHED - - - - GRADE 3/16 t/ 1 t _ ®II } A oxx f PROPOSED FIRST FLOOR DRAWING NAME: 12 080NOTUBE CONCRETE FORh1 OR SIMILAR j t XKK PROPOSED FOUNDATION Q� I Jill,% TUBEBASE G.1/C(, CONCRETE FORM OR SIMILAR HEALTH DEPT - DRAWING NUMBER: l f �f rl / JI FOUNDATION SOIL { NEW TO BE BUILT I PIKER FOOTING DETAIL f - _ EXISTING NOSCALE (1 x) 2" TO WALL #6Timber Lc 16"o. c. — Strong tie Face Mou Hanc t',,� LL ppE'v''�:'t�'•� Gr4 ai4� S 4-qR.6 t VIPSON•S ajkL. POST CAP,, t EQUIVALENT TYF'.t NEN7FS- POST -T1T.t SIMPSCN Z G.' LV. TOF' LANG7 IIANGIE7- TYPE "-fGLTV" OR EQUAL SINIP'..L C OLIU(IVUL-AM CONNF-1-1 JVP4 I� �ae � � e`r. li -A GFR T ()R FCtjAL k i .) VLANI TO HLAM. C:C)%rgL-G (ICffq PT DECK BOARDS BOARDS (TYP OF ALL DECKING) 21' EXISTING BASEMENT i sioulveplus I I (978) 759-7799 0 karol@soulveplus.cvm www.soulveplus.com DDRESS: I 7 Spinning Brook Rd South Yarmouth MA TLE: Screened Sunroom I aTE: June 15, 2022 1 JUL 2022 DRAWING SCALE: HEALTH DEPT. POST DRAWING NAME: PROPOSED FLOOR DETAIL DRAWING NUMBER: A2 i3 -, FOR OF STUDS REFER rFLOOR �t6 SFCFC N:AE L PLY4Nt}fJQ SHEATHINGP. SHEATHING SE TYAND/OR SECTIONS,SIMPSON 21J HANGERS V pl us � t ePsOn tseD av�ri zx €,arE 30 YERR SHINvLEs yt EACH TER R SIMILAR ~RJR r SIMILAR REFER TO HEADER PLYdYfJOE) SCHEDULE ECiR SIZE t JO15F , _JOIST SPACERS11 _ SIMPS€ M HANGER --BEAM RIDGE � (978) 759-7799 I ! OR SIMILAR 236 PATE EACH JOIST RAFTER ; m karolasoulveplus.com YY' ANCHOR BOLT v EMBEDDEDIN TYPICAL DO 1l�JDO BEAM CONNECTION CONCRETE MIN. 7" EACH COLUMN HEADER DETAJL DETAIL i HOLD DOWN DETAIL A T No SCALE NO SCALE TYPICAL RIDGE DETAIL ! wwvu.saulveplus.cam SHEAR WALL AID NO SCALE NO SCALESpi nnb Book _Sc � _ I! I Yarmouth MA I TITLE: f Screened Sunroom i EXISTING DATE: June 15, 202 1 f I ! I 4 „ T WOOD o � ; I --' 32749 F at� a F - - JUL �02 I - - 4X6" P T WOOD POS T HEALTH DEPT. o JI �2X10 PT JOIST @16 O.C. -- -- _ N it DRA i6NG SCALE- - -- - - �2X O" P7 JOIST @1 n O.C. T PT / s ( 9i 1/f4Y4 1 - -- /2X10 I i - ! �I I DRAWING NAME: I r l� j Y I f LZ_I, j DRAWING NUMBER: ----- NEW TO BE BUILTA3 I ! PROPOSED FIRST FLOOR -- EXISTING TABLE R507.2 DECK LEDGER. CONNECTION TO BAND JOISV'. b (Deck live i 10 psf, snow load S 40 psf GIST SPAN 6` 6111, B ° 101 121'® 14,.111 16,1,. CONNECTION DET iLS and to 8, to to 12' to 14' to 16' to 18' less 104 On -center spacing of fasteners d I _ 21'- JUL 2 / 2022 HEALTH DEPT. i 1 i soulveplus (978) 759-7799 � karal@soulveplus-cam I www.soulveplus.com DDE: Ya-mouth M Screened Sunroom LATE: ,iwne 15, 2022 i I DRAWING SCALE: DRAWING NAME: PROPOSED ROOF DRAWING NUMBER: i i ROOF CONSTRUCTION 1. Ties: Install hurricane ties on each truss and rafter tall and each ridge seat with min. 365# uplift capacity (Simpson' 18 ga. H2.5 hurricane ties, or equal) 2. Sheathing: 5/8" exterior grade plywood sheathing nailed per Table R602,3(1) Fastener Schedule for Structural Members. Nail edges at 6 o.c. along gable ends. Alternatively use zip roof sheathing and joint tape system. 3. Roof Shingles: Install lifetime "Architectural" asphalt, 3 tab roof shingles over 30# felt paper. Verify manufacture's warranty —color to match existing roof. 4. Ice & Water Shield in valleys, over lower 3'-0 of roof edge over all slops with a pitch of less than 4 in 12 and minimum 12" up face of cheek wall. 5. Trim: Match existing. Verify with Owner. 6. Soffits and Porch ceiling: Composite trim boards, panels or beadboard per Owner's selection. 11" r- i e fie' 2,_6" soulveplus (978) 759-7799 karol@soulveplus.com www.soulveplus.com - ;i U R P-5 : 7 SiDinnmg Brook Rd South Yarmouth MA -VLE° Screened Sunroom 1 DATE: June 15, 2022 li X10" PT l� TO BE D BY OWNER FHEALTH PT POSTS 2022 DRAWING SCALE: DEPT. AS NOTE i f DRAWING NAME: Q0 PROPOSED ELEVATION i jlevel -- DRAWING NUMBER: -- --- NEW TO BE BUILT EXISTING A5 PROPOSED SUNROOM AREA 253.53 sf �- - W W 0 4t N =I-� 0 ❑ o LU >. � (A m G _ %R L a W ■= (D i% w x(s W 0 noo Cl)" L LLLQ W �U. a � 0 w (i 4 U =W cx z = o w U WMc 0 F- tj Cl) Cl) i V z — W � 0 W J � co z � >_ w W _ z W u y I-- 0 L.�► cn Q � 0 E Q w =W� N- • Wfu Ol LL w 0t� � N w �m Z Cl) w m > 0. 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