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HomeMy WebLinkAbout2021 Sign off Transmittal - Raise and ReplaceLOT B4F IST LAYOLp) LoA p 1941 140, 10r�s w EXISTING DWELLING PROPOSED DWELLING SETBACKS BUILDING HEIGHT #1' 5 GROVE ST. ALLOWED EXISTING PROPOSED STREET ELEVATIONS ELEV 13.1-13:9 & 14.7-15,5 FRONT - PARK AVE.: 15.3' 22.3' 24:4' AVERAGE GRADE ELEVATION 14.3 FRONT - GROVE ST: 15.3' 27.5' 29.2' MAXIMUM RIDGE ELEVATION 49.3 (35') SIDE - N.WESTERLY: 15' 15.7' 16.8' BASEMENT FLOOR ELEVATION 8.2± 1; SIDE - S.WESTERLY: 15 26.2' 26,2' PROPOSED FIRST FLOOR ELEVATION 17.1 `, \4 REAR: NQ REAR ZOPOSED SECOND FLOOR ELEVATION +9' = ELEVATION 26,1 (8' CEILING) HABITABLE ATTIC FLOOR ELEVATION +9' = ELEVATION 35.1 (8' CEILING) PROPOSED RIDGE ELEVATION +13;0'= ELEVATION 48.1 rE FROM AVERAGE GRADE TO RIDGE 33.8' (35' ALLOWED) 32.1' FROM TOP END. TO RIDGE. ,T 1 ti � . `4 : AL I 't _ MARSH � x'12 Q § R, F ti // aria �0Q iv AR _t l ' t / L.•/ { ",.fis''ip it i f ! t`Y-"!- /i ' Y , .f r � / I x`` ). ' ✓-PR OPOSED STRAW `:WATTLE \ / LOCUS INFORMATION #15 PARK AVE. a ' CURRENT OWNER: THE PARK AVENUE REALTY TRUST' r i MICHAEL J. LENZI, SR., TRUSTEE • yr. I PROPOS'ED \ MITIGATION TITLE REFERENCE: CTF, 209503 + DEED 29645, PAGE 253 AkEA: 2�b±- t' ! x\ , r LCP 157-B C` r \- a ' ." . "PLAN REFERENCE: - , 80�{ (LOT 4) + UNREGISTERED LAND zs JVa ASSESSORS MAP: 2G'q ,f , PARCEL: 39.1 -' "f✓ j f �I PR t t3, I LAwN 3at ! #' 26.2' ELLI�GZONING DISTRICT- R-25 ri SETBACKS. FRONT 15:3' (30' + 0.6' 2) Jg SIDE15 PROP/ 16'X 22.4'1 REAR 15' (CORNER LOT) s OVERLAY DISTRICT. NONE ,a ti {.F. ,....\ ..,.r.. _,;, { J:•*, f j .f, , y`?"` -s. \ PA. 0'l.,.: SENSITIVE j __ C;tpfJCAIP"TI NITROGEN SE I r \ .4t ZONE': NOT A ZONE 11 ' P r / k f puri FKI1;i'. ` t,:s t ,. `. ,„ �, �,%i .r. N' E -' t} %� �:,.ie tai# rr I a y�r FEMA FLOOD „ _j d' ,i rFs;t`4: :Jt i` -,.�,; ,.-tom. ,.. w4{ ,,F.:_(Y r 1,.. 1- .,#. X—OTHER° & x_ �nf 1 , .<� A'sn:,! <' / ZONE DISTRICT: ZONE AE & 1 I C v az 4.p 1}>` u , DATED 7/16/2014 EXISTING 3 h .< PANEL #25001C0569 J t� x SAfii"�ic�= �� � � / ` i t .� 4� ,., % �, ,f� ��; rk / ,',t BEDROOM SEPTIC MINIMUM LOT SIZE: 25,000 S.F. Jti �i�r`` t !-, ! ` .,. / SYSTEM TO REMAIN jr"j SS EXISTING LOT SIZE: 5,850± S.F. 850± S.F. + UPLAND LOT AREA: 5, / 0"— C, � S:, • `' i f : �'� � 5, 850 S F. /Y I ✓xS lnY i 4.EX. BUILDING COVERAGE, 7991 S.F. (13.7%) ✓ % / P. BUILDING COVERAGE: 744± S.F. (12.7%} L U ' % III,'( 44,159± S F / d s l 7 SQA n ; .,.fir tx i � 4t_.t.. t ? ';:.`l xiy r" "C' ✓'"" � � ` ..� `:. •.:[ J F" c t •Y f .�$ FQs�fi fi i57.. i tq �` ;) S$ r ,t n e , r'{ 3"§ Y a.tl4 1. t x _•••• r. 31 f,/... 0. RI li !J � � J � .•h D ti mi....: r,'`J .a J,tj p t ✓ y„-'- ii `s. . fr=1+,S G 4 , 1' l.. ;ll ,ui,. 't .< �. tf � ir. -£ i { l,', s,,. t. i� .e •.. �u.P" , yl O � t- N O�� Q:TOW I 1s¢ { `.z VV Ij"E'. rill',3?(40 1 type �< 7 Ilk , F t f*� ir_. � .t , tU: ! ,;.. r .;... � \ >✓ _ -:,;;:%" §. Lf� �„tz��f:. ,: I Jc -)'1C114� x t, f ,T I r 1 N: r � ` f - r 1 � i �• =.1Cr,,. 1 : 'ri3 Fd i �1 ----- k r� 5p+` - jjM1M1♦ [ .. ” GENERAL NOTES w 1. THE RESOURCE AREAS DEPICTED ON THIS PLAN WERE ��1 DELINEATED BY THE BSC GROUP, INC IN JANUARY OF 2019. AND APPROVED UNDER AN ORDER OF CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION DATED 12/21/20,20 AND RECORDED IN DOCUMENT #1,418,575: Cf. D't1C pi,SiLM ; OC'A17C)rt ; 'E roc tj ,^rr,•I 7tL CA13 iaa f3iE A71 ,f`' ';` 2. NO PORTION OF THE EXISTING OR PROPOSED DWELLING LIES 80AP-1 F kEA! 1r, ANT) ��7��pr, � rf Y stn WITHIN FLOOD ZONE AE OR FLOOD ZONE VE. ■ i 28 2 rr+ Q � QQ Ld z� m N Q Rq�k qVe Q Cam �`lo ru=�Qo LOCUS LOCUS MAP LEWIS 8AY NOT TO SCALE , KAN J HE • '•� HEAIY `^ �, N0. d818B a a �'�,F 'S� EA/9TEN6p,�Ygx4 kAUOrN - FEB. 4, 2021 KIERAN J. HEALY, PLS DATE BSC GROUP, INC. PLAN OF LAND # 15 PARK AVENUE IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN FEBRUARY 4, 2021 NO. DATE DESC. FOR PERMITTING ONLY CONSCTIO T NOT FOR _RU N PREPARED FOR: MICHAEL LENZI 810 MERRIMACK AVENUE DRACUT, MA 01826 MLENZI@LENZICATERING.COM ;mt-17,1zal, 349 Route 28, Unit p' W. Yarmouth, Massachusetts 02673 5087788919 2021 BSC Group, Inc. SCALER 1" = 20 0 10 20 40 r FILE: P:\Prj\5024500\50245-exC.DWG DWG. NO:6551-02 SHEET 1 OF 1 JOB. NO: 5-0245;00 AUG 2 7 2021 HEALTH DEPT. architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 5800 WWW.ERTARCHITECTS.COM TH E LIST OF DRAWINGS IC. 0 COVER SHEET LENZSITE PLAN, BY OTHERS AB.1 ABBREVIATIONS RESIDENCE FLOOR AND FRAMING PLANS A.1 FLOOR AND FRAMING PLANS A.2 ELEVATIONS A.3 BUILDING SECTIONS,NOTES & DETAILS A.4 MISC. CONSTRUCTION DETAILS A.5 MISC. CONSTRUCTION DETAILS PARK AVENUE AUG 2 7 2021 HF-AL7: DEPT. Mill imillftwo� rchis architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel X508) 362 - 8883 1508 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM THE LENZI RESIDENCE 15 PARK AVENUE WEST YA R MMO UU TH , PROJECT # 080220 2020 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS. INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTIONS PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP .AND SIGNATURE & MARKED AS "PERMIT SET" OR "CONSTRUCTION SET". REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR. DATE: PROJECT TRUE '�'j SCALES 1/4"=1`-0" I i / architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 LIST OF ABBREVIATIONS MATERIALS SYMBOLS W W W. ERTA RCH ITECTS.COM THE IE LE1 V Z 1 RESIDENCE 15 A. B. ANCHOR BOLT FAB. FABRICATE (D) QUAN. QUANTITY ASPHALT CONCRETE WEST YARMMOUTH, A.B.C. AIR BARRIER CONSTRUCTION F. D. FLOOR DRAIN PROJECT # 080220 0C ABV. ABOVE FGL FIBERGLASS INSULATION ONORTH CONCRETE ARROW R RISER REGISTRATION .' REVISIONS ACT. ACOUSTICAL TILE RAF. RAFTER ADJ. ADJUST FIN. FINISH - R. D. ROOF DRAIN GYPSUM & WALL BD ISSUED FOR: A. F. F. ABOVE FINISHED FLOOR FIX. FIXTURE DATE: PROJECT TRUE SCALE: 1/4"=1'-0'- /4"=1'-0°ME;;;;;" REEL. REFLECTED ME;;;;;" 0 1 2 4 a UNLESS OTHERWISE NOTED. A.G.L. ABOVE GROUND LEVEL FLASH. FLASHING REF, REFRIGERATOR AB.1 TOTAL. NUMBER OF SHEETS IN SET: ALUM. ALUMINUM FL. FLOOR 9 BRICK 2 INTERIOR ELEVATION KEY <(:> THIS. SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS REINF. REINFORCEMENT 3 SHADED TRIANGLES INDICATE A. S. B. 0. AS SELECTED BY OWNER F. O: S. FACE OF STUD ELEVATIONS DRAWN REV. REVISION ASPH. ASPHALT FND. FOUNDATION CONC. MASONRY UNIT R. 0. ROUGH OPENING F. S. FIRESTOPPING BB BASEBOARD FTG. FOOTING STONE FILL ELEVATION � S.B.C. SUPPLIED BY CONTRACTOR o � SECTIONS &ELEVATIONS B.O. BY OWNER S.B.O. SUPPLIED BY OWNER BD. BOARD GALV. GALVANIZED SCHED. SCHEDULE IIII-1111=I=II EARTH BET. BETWEEN GL. GLASS SHTH. SHEATHING EL, 92'-0" SPOT ELEVATION BLKG. BLOCKING GWB. BLOCKING SIM. SIMILAR SAND D BLK. .BLOCK (ING) SLR:. SEALER BM. BEAM HB. HOSEBIB SLT. SEALANT BRK. BRICK HCP. HANDICAPPED SPEC. SPECIFICATIONS �� :�j�//� GRANITE i HDR. HEADER F.F. EL. 102'-0" PLAN ELEVATION BSMT. BASEMENT S. S, STAINLESS STEEL. BW BEARING WALL HGR. HANGER STL. STEEL STEEL, IRON HORIZ HORIZONTAL STOR: STORAGE CAB. CABINET STEEL, IRON (SMALL 'SCALE) C. B. CATCH BASIN i LNSUL. INSULATION TBD TO BE DETERMINED fl WINDOW TYPE C. J. CONTROL JOINT INT, INTERIOR T&G TONGUE &GROOVE � ROUGH WOOD (CONTINUOUS) CLG. CEILING THK. THICK CENTERLINE JT. JOINT TRK. TRACK ROUGH WOOD (INTERUPTED) CLO. CLOSET TRS. TRUSS a DOOR TYPE C1 -PBD. CLAPBOARD LAV'. LAVATORY TYP. TYPICAL CLR. CLEAR L. C. C. LEAD COATED COPPER FINISH WOOD CMPT. COMPONENTS L. L. LIVE LOAD U.O.N. UNLESS OTHERWISE NOTED CNTR. CENTER LTG, LIGHTING ULT. UNDERLAYMENT PLYWOOD (LARGE SCALE) 6 A:11 DETAIL COL. COLUMN COMP. COMPACTED, COMPRESSED MATL. MATERIAL VENT. VENTILATION BATT INSULATION CONIC. CONCRETE MET. METAL VERT. VERTICAL CONN. CONNECTION M.0. MASONRY OPENING .VIN. VINYL �RIGID INSULATION ;--------------------I CONSTR. CONSTRUCTION MTD. MOUNTED A61 I CONT. CONTINUOUS WD. WOOD DETAIL EA REFERENCED CED AREA PARTICLE BOARD CONTR. CONTRACTOR ( NAT. NATURAL I WP. WATERPROOF (NG) COORD. COORDINATE N.I.C. NOT IN CONTRACT W. W. F; WELDED WIRE FABRIC NO., # NUMBER PLASTER & GYPSUM BOARD CORK. CORRIDOR CPT. CARPET N.T.S. NOT TO SCALE A PARTITION TYPE < X- C. T. CERAMIC TILE ACOUSTICAL CEILING TILE 0,A. OVERALL DIA. DIAMETER 0.C. ON CENTER CERAMIC TILE D. L. DEAD LOAD 0•D. OUTSIDE DIAMETER A 8 A 8 BUILDING SECTION DIM. DIMENSION OPG, OPENING D DP: DAMPPROOFING O: A. E. OR APPROVED EQUAL DR. DOOR O - - - - 3 3 DS: DOWNSPOUT PAR. PARALLEL WALL. SECTION A.8 A.8 DWG, DRAWING PL, PLATE PLYWD. PLYWOOD - - - - EA. EACH PROD, PROJECT (ING) EQ. EQUAL j PSI. POUNDS PER SQUARE INCH ---- 5 EQPT. EQUIPMENT PT. POINT A.1 A.1 SECTIONAL DETAIL EXT: EXTERIOR P. T, PRESSURE TREATED EXIST. EXISTING PTD. PAINTED I ach� s / architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W W W. ERTA RCH ITECTS.COM THE IE LE1 V Z 1 RESIDENCE 15 PARK AVENUE WEST YARMMOUTH, PROJECT # 080220 0C 2020 ERT ARCHITECTS,INC, THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE &.MARKED AS "PERMIT SET" OR "CONSTRUCTION SET". REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT TRUE SCALE: 1/4"=1'-0'- /4"=1'-0°ME;;;;;" ME;;;;;" 0 1 2 4 a UNLESS OTHERWISE NOTED. SHEET NO. AB.1 TOTAL. NUMBER OF SHEETS IN SET: 9 THIS. SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS erStrand LSL RIM BOARD For informationon lateral load capacities Timbes refer to current TierStran'd LSL rim board literature 13/4' Wicrollam LVL may also be used as rim board TYPICAL DETAIL @ EXTERIOR WALLS Backer .block: Install tight to top flange (tight to bottom flange with face mount hangers).. Attach with 10-10d (3'') box nails, clinchedwhen possible, Filler block. Nail with 10-10d (311) box nails, clinched when possible. - Use 10-16d (3 1/2") box nails from each side with TJI Pro 550 Joists. + With top flange hangers, backer block required only when hanger load exceeds 250 pounds TYPICAL DETAIL *INTERSECTION OF DOUBLE MEMBERS M.icrollam LVL, Paral+am PSL or TimberStrand LSL Top. flange hanger Face mount. changer Web stiffeners are required if the sides of the hanger do not laterally support the TJI joist top flange and per current Trus Joist MacMillan literature. TYPICAL DETAIL OF FLUSH FRAME AT M'ICROLLAM Load bearing or shear wall above (must stack over wall below) n' .[--Blocking panel Web stiffeners required each side at B1 VV TYPICAL DETAIL @ LOAD BEARING WALLS TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 3/4" BEAMS 2- 2 PIECES D-4" 2 ROWS OF 16D NAILS 0 12' O.C. 3 PIECES 4 PIECES 2 PIECES 4" 2 ROWS OF 1/2" DIAM BOLTS 0 1Z O.0 2 ROWS OF 1/2 DIAM BOLTS 012j1 O.C. MULTI 3 1/2" BEAMS 2 ROWS OF 1/2- DIAM BOLTS 0 12" Q.C. FIRST FLOOR FRAMING FIRST FLOOR FRAMING SHALL BE 9,5" TJ1110 0 16" O.C. UNLESS NOTED OTHERWISE FRAMING PLANS ARE CONCEPTUAL. IT IIS THE RESPONSIBILITY OF HE CONTRACTOR ALL LOADSNSURE AND iSHNTCO FINAL CTURAL WIH THE MASSACHUSETTSCONSTRUCTION BUILDNG CODE. ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO. THE ATTENTION OF THE ARCHITECT, BECOME HE SOLE RESPONSIBILITY OF THE CONTRACTOR. BULKHEAD TYPICAL NOTES: 1. THE ARCHITECT SHALL NOT BE. RESPONSIBLE FOR THE. VERIFICATION OF THE CONDITION OF ANY EXISTING STRUCTURE, EQUIPMENT OR APPLIANCE AS PART OF BASIC SERVICES UNLESS IT IS PART OF ARCHITECTS SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS MADE ONLY BY VISUAL OBSER+ATION. IF THE ARCHITECT'S DOCUMENTS REQUIRE CHANGES DUE TO C04ND-ITI.ONS NOT VISUALLY OBSERVABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS, THE SERVICES WILL BE ADDITIONAL SERVICES. 2. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. 3. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE. NECESSARY TO INSURE SUCH PROTECTION. 4. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED; 5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY OF EXISTING HOUSE. 6. DRAWINGS CONVEY DESIGN IWENT. CONTRACTOR SHALL SITE 1NSFFCT/VERIFY ALL EXISTING VS, PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS AS NECESSARY, W/ ARCHITECT'S APPROVAL, TO ENSURE. COMPLIANCE WITH DESIGN INTENT. 7. DASHED :LINES INDICATED EXISTINGCONDITIONSTO BE REMOVED/ALTERED. B. WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT DOCUMENTS, PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE THE WORK. 9. ARCHITECT'S DRAWINGS' DEMONSTRATE DESIGN .INTENT:- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CO%'LETE THE WORK IN A MANNER THAT ACHIEVES DESIGN INTENT. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUG11ON MEANS, METHODS, SEQUENCES, WARRANTIES, AND PROCEDURES;: AND FOR CONSTRUCTION SAFETY. BASEMENT NOTES: 1. MAIN FOUNDATION WALLS TO BE 10" POURED CONC. 'W/ 20#5 TOP &.BOTTOM BARS. REST FOUNDATION ON 10"X20" STRIP FOOTING. PROVIDE 30#5 HORIZ. BARS CONTINUOUS. IN STRIP FOOTING Wf KEYWAY. PROVIDE 5/8"X12" ANCHOR BOLTS 4'-0" O.C. MAX. 2, ALL STRUCTURAL STEEL. COLUMNS TO BE 4"X4"X5/I6" SQUARE STEEL. TUBE COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"X6 X5/8" CAP PLATE & 7"X12 "X3/4" BASE PLATE W/ 203/4" DIAM. BOLTS. WELD ALL FOOTINGS TO BE 42"X42"X15".SQUARE CONCRETE W/ 30#5 BARS EACH 3.. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4. DUST CAP TO BE 4" POURED CONC. ON COMPACTED FILL. CUT JOINTS' ALONG. WALLS AND BEAM COLUMN LINES, 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY -CODE ,(WINDOWS OR MECHANICAL) 6., CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 4'-0 MINIMUM COVER. 7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS,. TYP, B. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL. STRUCTURAL COLUMNS. 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS, ANY MISSING, INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO HE ATTENTION OF THE ARCHITECT BECOME THE RESPONSIBILITY OF THE CONTRACTOR. s DINING +/- TBD CONTRACTOR SHALL ENSURE THAT FIREPLACE/CHIMNEY NSTRUCTiON COMPLIES W/ ALL LOCAL,S ATIONAL FIRE Al D SAFETY ODES. PRO TO COMBUSTIBLES AS OUTLINED IN CODE LIVING i=u WC 5 3/4w- FIRST FLOOR PLAN 736 SF TS4X4X5/i6 w N WALL. INSIDE FLUSH 2X12 WALL. HOLD INSIDE FLUSH BRICK STEP L II I r 11 --------------------------------- -------'^$p------- - ------------^_---------1 II r II l' o I I m L I I Q IiIt xJL I I 36" DIAM. CORRUGATE — II Z GALVANIZED STEEL I 4' L I1 — I AREAWAY W/ GRAVEL II I I m I I BED, TYPICAL.cc I' JL II 'I JL i 1 DOUBLE JOISTS UNDER I$ II ALL PARALLEL PARTITIONS II JL F l I PROVIDE 12" SLAB FOOTING FOR A 0 i i JL BRICK STEP. INCLUDE #4 II I Ii JL r REBARS 0 12" D.C. TO TIE I 3 ii oil JL IN TO FOUNDATION. -1 - ------------ I II II � I r - JLZ! R'1� o 4 I I3/4"X11 7 i I 48"X48"X12" FOOTING W I BARS -�- - 40 #5 BOTH WAYS I 0 II 11 11 I I a BASEMENT r ' JL -�. ' -----------'---------� --^-- I 4" CONCRETE SLAB ON a r I 10 MIL VAPRO RETARDER ON GIRTADE I Q 1 N I ❑ ( ; I 1 1 1 1 1 1 I iJ I 1 1 1 1 1 1 1 I PRECAST BULKHEAD A•4 oI ---------------------------------- 1 , 1 1 1 1 1 1 I ' UP I J , � ' I I I , 'I c. -----------------------. --------------- -------------------- ----- I I i ____—----------------------- __ _________ _________ ______ __ ________.__ __-____-_, BACKFILL W/ CELAN COMPACRED FILL I i ---------------------------------------B� --, CRAWL r 1 i----- ------------------- ----------1 I B I FIRST FLOOR FRAMING FIRST FLOOR FRAMING SHALL BE 9,5" TJ1110 0 16" O.C. UNLESS NOTED OTHERWISE FRAMING PLANS ARE CONCEPTUAL. IT IIS THE RESPONSIBILITY OF HE CONTRACTOR ALL LOADSNSURE AND iSHNTCO FINAL CTURAL WIH THE MASSACHUSETTSCONSTRUCTION BUILDNG CODE. ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO. THE ATTENTION OF THE ARCHITECT, BECOME HE SOLE RESPONSIBILITY OF THE CONTRACTOR. BULKHEAD TYPICAL NOTES: 1. THE ARCHITECT SHALL NOT BE. RESPONSIBLE FOR THE. VERIFICATION OF THE CONDITION OF ANY EXISTING STRUCTURE, EQUIPMENT OR APPLIANCE AS PART OF BASIC SERVICES UNLESS IT IS PART OF ARCHITECTS SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS MADE ONLY BY VISUAL OBSER+ATION. IF THE ARCHITECT'S DOCUMENTS REQUIRE CHANGES DUE TO C04ND-ITI.ONS NOT VISUALLY OBSERVABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS, THE SERVICES WILL BE ADDITIONAL SERVICES. 2. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. 3. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE. NECESSARY TO INSURE SUCH PROTECTION. 4. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED; 5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY OF EXISTING HOUSE. 6. DRAWINGS CONVEY DESIGN IWENT. CONTRACTOR SHALL SITE 1NSFFCT/VERIFY ALL EXISTING VS, PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS AS NECESSARY, W/ ARCHITECT'S APPROVAL, TO ENSURE. COMPLIANCE WITH DESIGN INTENT. 7. DASHED :LINES INDICATED EXISTINGCONDITIONSTO BE REMOVED/ALTERED. B. WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT DOCUMENTS, PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE THE WORK. 9. ARCHITECT'S DRAWINGS' DEMONSTRATE DESIGN .INTENT:- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CO%'LETE THE WORK IN A MANNER THAT ACHIEVES DESIGN INTENT. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUG11ON MEANS, METHODS, SEQUENCES, WARRANTIES, AND PROCEDURES;: AND FOR CONSTRUCTION SAFETY. BASEMENT NOTES: 1. MAIN FOUNDATION WALLS TO BE 10" POURED CONC. 'W/ 20#5 TOP &.BOTTOM BARS. REST FOUNDATION ON 10"X20" STRIP FOOTING. PROVIDE 30#5 HORIZ. BARS CONTINUOUS. IN STRIP FOOTING Wf KEYWAY. PROVIDE 5/8"X12" ANCHOR BOLTS 4'-0" O.C. MAX. 2, ALL STRUCTURAL STEEL. COLUMNS TO BE 4"X4"X5/I6" SQUARE STEEL. TUBE COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"X6 X5/8" CAP PLATE & 7"X12 "X3/4" BASE PLATE W/ 203/4" DIAM. BOLTS. WELD ALL FOOTINGS TO BE 42"X42"X15".SQUARE CONCRETE W/ 30#5 BARS EACH 3.. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4. DUST CAP TO BE 4" POURED CONC. ON COMPACTED FILL. CUT JOINTS' ALONG. WALLS AND BEAM COLUMN LINES, 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY -CODE ,(WINDOWS OR MECHANICAL) 6., CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 4'-0 MINIMUM COVER. 7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS,. TYP, B. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL. STRUCTURAL COLUMNS. 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS, ANY MISSING, INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO HE ATTENTION OF THE ARCHITECT BECOME THE RESPONSIBILITY OF THE CONTRACTOR. s DINING +/- TBD CONTRACTOR SHALL ENSURE THAT FIREPLACE/CHIMNEY NSTRUCTiON COMPLIES W/ ALL LOCAL,S ATIONAL FIRE Al D SAFETY ODES. PRO TO COMBUSTIBLES AS OUTLINED IN CODE LIVING i=u WC 5 3/4w- FIRST FLOOR PLAN 736 SF TS4X4X5/i6 w N WALL. INSIDE FLUSH 2X12 WALL. HOLD INSIDE FLUSH BRICK STEP STS4X4X5/16 SECOND FLOOR FRAMING SECOND FLOOR FRAMING SHALL BE 11 7/8" TJ1110 @ 16:" D.C. UNLESS NOTED OTHERWISE ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO THE ATTENTION OF THE A CHITECT, BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR, arcr ® is architects!!! interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 740 - 2800 fax (508) 760 - 5800 WWW ERTARCHITECTS.COM THE LEN ZI RESIDENCE 15 PARK AVENUE WEST YAR MOUTH, PROJECT # 080220 Q 2020 ERT ARCHITECTS,INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE .PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET" OR "CONSTRUCTION. SET". REGISTRATION ;WVISIONS DATE: ISSUED FOR:. DATE: PROJECT TRUE (G - SCALE: 1/4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.0 TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS L II r 11 II r II l' o I I m L I I Q xJL I I — II Z L I1 — W I I m J 'I JL II 'I JL ' II II JL II ,rj " JL A 0 i i JL r II I Ii JL r I 3 ii oil JL r I II II � r - JLZ! R'1� o I3/4"X11 7 r 0 II 11 11 a ' JL a r 1 N 1 1 1 1 1 1 I iJ I 1 1 1 1 1 1 1 I ---------------------------------- 1 , 1 1 1 1 1 1 I STS4X4X5/16 SECOND FLOOR FRAMING SECOND FLOOR FRAMING SHALL BE 11 7/8" TJ1110 @ 16:" D.C. UNLESS NOTED OTHERWISE ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO THE ATTENTION OF THE A CHITECT, BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR, arcr ® is architects!!! interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 740 - 2800 fax (508) 760 - 5800 WWW ERTARCHITECTS.COM THE LEN ZI RESIDENCE 15 PARK AVENUE WEST YAR MOUTH, PROJECT # 080220 Q 2020 ERT ARCHITECTS,INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE .PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET" OR "CONSTRUCTION. SET". REGISTRATION ;WVISIONS DATE: ISSUED FOR:. DATE: PROJECT TRUE (G - SCALE: 1/4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.0 TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS and LSL RIM BOARD For Information on lateral load capacitles refer to current TimberStrand LSL rim board literature 13/4" Wicrallam LVL may also be used as rim board TYPICAL DETAIL ® EXTERIOR WALLS Backer block: Install tight to top flange {tight to bottom flan $e with face' mount hangers). Attach With 10-10d (3') box nails, clinched when possible. Filler block, Noil with 10-10d (3") boxnails, clinched when possible. Use 10-16d (3 1/2") box nails from each side with TJI Pro 550 _joists. * With top flange hangers, backer block required only when hanger load exceeds 250 pounds TYPICAL DETAIL ® INTERSECTION OF DOUBLE MEMBERS Microllam LVL, Parallam PSL _. LSL flange er mount ler Webstiffeners are required If the sides of the hanger do not laterally support the TJI joist top flange and per current Trus Joist MacMillan literature TYPICAL. DETAIL OF FLUSH FRAME AT MICROLLAM Load bearing or shear wall above (must stack over wall below) ting panel Web stiffeners required each side at P1 W TYPICAL DETAIL @ LOAD BEARING WALLS TYPICAL :LVL/GLULAM BOLTING/NAILING MULTI 1 3/4" BEAMS 2 PIECES 0-4" 2 ROWS OF 16DNAILS 0 12" D.C. 2- 3 PIECES 4. PIECES 2 PIECES '4" 2 ROWS Or 1/2" DIAM BOLTS 0 12" O.C, 2 ROWS OF 1/2" DIAM BOLTS 0 12" O,C. MULTI 3 1/2" BEAMS HALF STORY PLAN 342 SF ROOF FRAMING PLAN ALL RAFTERS SHALL BE 2X10 ® 16" O.C. INLESS NOTED OTHERWISE e 2 ROWS OF 1/2" DIAM, BOLTS. 0 12" D.C. NOTE: FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE .CONTRACTOR ODSNbNTMPLRAL EMASACHSRSTNUDGLAISIC©IANCEWH THE MASSACHUSETTS STATE CODE ANY DESCREPANCIES IN ANDIOR DEVIATIONS FROM THESE. DOCS. NOT BROUGHT TO THE ATTENTION OF THE A CHITECT; BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2" RAKE BUILD OUT 12:12 a 4.5:12 12:12 12:12 t 12:12 12:12 b 12:12 SKYLIGHT 6.5:12 \ / 6.5:12' q X —� 6,5:12 b ROOF PLAN NOT TO SCALE OFRICEADOOWARIPRGA NWATER BARRIER PRIOR TOO ROOFING PROVIDE ADDTIONAL LAYER OF MEMBRANE 0 ALL EAVES, SOFFITS, HIPS, AND YALLE' n SECOND FLOOR PLAN 736 SF 3®2X10 HEADER 302X10 HEADER 302XIO HEADER 302X10 HEADER HALF STORY FRAMING PLAN HALF STORY FLOOR FRAMING $HALL BE 11 7/8" T,11110 @ 16" O.C. UNLESS NOTED OTHERWISE ANY DESCREPANCIES IN AND DEVIATION$ FROMTHESEDOCS. NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT, BECOME THE SOLE RESPONSIBILITY OF 'THE- W 0 W 0 X WALL. INSIDE FLUSH WALL. INSIDE FLUSH i architects Interlor designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fox (308) 760 = 5800 WWW,ERTARCHITECTS.COM THE LENZI 15 PARK AVENUE WEST YA R MOAU TH PROJECT # 080220 2020 ERT ARCHITECTS, INC:. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED. FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED A SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE do MARKED AS "PERMIT SET" OR "CONSTRUCTION SET". REGISTRATION DATE: ISSUED FOR: DATE; PROJECT TRUE SCALE: 1/4"=V -O" 0 1 2 4 8 UNLESS OTHERWISE NOTED, SHEET NO. Aol TOTAL NUMBER OF SHEETS IN SET: 9 THIS SHEET INVALID UNLESS ACCOMPANIED BY A rnuoi rrrr .et nc n. i i I {I .. L I L - �I a{ t w, r { { ,{ I a a w x X - b 3'4"x11 M I, „ ,{ O {{ ' 201 3/4"X11 7/8" LVL , JJ U { J W w , J {{ a i{ p 301 3/4°X11 7/8" LVL HEADER 302X10 HEADER HALF STORY FRAMING PLAN HALF STORY FLOOR FRAMING $HALL BE 11 7/8" T,11110 @ 16" O.C. UNLESS NOTED OTHERWISE ANY DESCREPANCIES IN AND DEVIATION$ FROMTHESEDOCS. NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT, BECOME THE SOLE RESPONSIBILITY OF 'THE- W 0 W 0 X WALL. INSIDE FLUSH WALL. INSIDE FLUSH i architects Interlor designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fox (308) 760 = 5800 WWW,ERTARCHITECTS.COM THE LENZI 15 PARK AVENUE WEST YA R MOAU TH PROJECT # 080220 2020 ERT ARCHITECTS, INC:. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED. FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED A SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE do MARKED AS "PERMIT SET" OR "CONSTRUCTION SET". REGISTRATION DATE: ISSUED FOR: DATE; PROJECT TRUE SCALE: 1/4"=V -O" 0 1 2 4 8 UNLESS OTHERWISE NOTED, SHEET NO. Aol TOTAL NUMBER OF SHEETS IN SET: 9 THIS SHEET INVALID UNLESS ACCOMPANIED BY A rnuoi rrrr .et nc 4 FLARE BLOW UP 1 X4/1 X10 1 X4/1 X10 HALF STO t1kSECOND FI FIRST FLO HALF STORY SECOND FLO_OI FIRST FLOQR EAST ELEVATION ALL WINDOWS SHALL BE ANDERSEN 400 SERIES W/ SDL SCREENS, WHITE EXTERIORS, & PREFINISHED INTERIORS j ALL TRIM SHALL BE AZEK, PER SIZES NOTED, PTD., TYP NUOUS RIDGE 4LT ROOF SHI )OOR/WINDOW WC SHINGLES -LAKE DETAIL STORIC AZEK 9 SOUTH ELEVATION ALL WINDOWS SHALL BE ANDERSEN 400 SERIES W1/ SDL, SCREENS, WHITE EXTERIORS, & PREFINISHED INTERIORS ALL TRIM SHALL BE AZEK, PER SIZES NOTED, PTD., TYP TINUOUS RIDGE 1ALT ROOF SHII 1X4/1X10/1X6 DOOR/WINDOW WC SHINGLES FLARE DETAIL iISTORIC AZEK NORTH ELEVATION ALL WINDOWS SHALL BE ANDERSEN 400 SERIES Wt SDL, SCREENS, WHITE EXTERIORS, & PREFINISHED 111TERiORS ALL TRIM SHALL BE AZEK, PER SIZES NOTED, PTD., T*,? WEST ELEVATION ALL WINDOWS $HALL BE ANDERSEN 400 SERIES W SDL, SCREENS, WHITE EXTERIORS, &PREFINISHED INTERIORS ALL TRIM SHALL BE AZEK, PER SIZES NOTED, PTD,, TYP HALF STORY& SECOND FLOOR & RU INSULATED RGLASS DOOR FIRST FLOOR — HALF STORY SECOND FLOOR& _ FIRST FLOOR X11c -7 arChL t5 alfa weir,ee's( C' architects Interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel(508)362 -8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM THE LENZI RESIDENCE 15 PARK AVENUE WEST YARMOUTH, PROJECT # 080220 @2020 .ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON,. FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE & MARKED AS "PERMIT SET"' OR ,CONSTRUCTIONSET". REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT UE SCALE: 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.2 TOTAL NUMBER OF SHEETS IN SET: 9 TART F 9 GFNFRAI. NAILING SCHEDULE BLOCKING TO RAFTER (TOE—NAILED) 2-8D 2-10D EACH END RIM nnAlzn Tn RAFTFR (FND-NAILED( 2-16D. 3-16D EACH END TOP PLATES 4-16D 5-16D AT JOINTS STUDTOSTUD(FACE NAILED INTERSECTIONS (FACE—NAILED) I 2-16D 216DD 116" O.C24" D.C. EDGES HFADFR Tn HFA FR(FACE-NAILED) 16D JOIST TO SILL, TOP PLATE OR GIRDER (TOE—NAILED) 4-8D 4-1 ODPER JOIST BLOCKING 70 JOIST ((TOE—NAILED) 2-8D 2-16D EACH END BLOCKING TO SILL OT TOP PLATE (TOE—NAILED) 3-16D 4-16D EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE—NAILED) 3-16D 4-16D EACH JOIST JOIST ON LEDGER TO BEAM (TOE—NAILED) 3-8D 3-16D 3-10D 4-16D PER JOIST PER JOIST BAND JOIST TO JOIST ((�END—NAILED / 6" FIELD BAND JOIST TO SILL OR TOP PLAT (TOE—NAILED) 2-16D 3-16D PER FOOT WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 1.6" O,C. 8D 10D 6" EDGE / 6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" D.C. 8D 10D 4" EDGE / 4 FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 81) 10D 6" EDGE / 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/ STRUCTURAL OUTLOOKERS BD IOD 6" EDGE / 6 ,FIELD FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS 8D 10D 4 EDGE / 4 NP CEtllNfi ISHEAT}111T}G NP 6 4 6 7 8 10 GYPSUM WALLBOARD 5D COOLERS — 7" EDGE / 10" FIELD WAkL §HI ATH414C 6 7 8 10 12 114 16 WOOD STRUCTURAL PANELS 24 128 132 2 90 198 4 STUDS SPACED UP TO 24" O.C: 8D 10D 6" EDGE / 12" FIELD 1/2" AND 25/32" FIBERBOARD PANELS 8D1 — Y EDGE / 6" FIELD 3 L 462 8 1-2X6 (FLAT) 3 240 528 1/2" GYPSUM WALLBOARD 5D COOLERS — 7" EDGE / 10" FIELD FL�,tOf Sl-IEAiI'111VG 660 11 2-2X6 (FLAT) 4 330 726 12 WOOD STRUCTURAL PANELS 51 360 792 1"OR LESS BD 10D 6" EDGE / 12" FIELD GREATER THAN 1" 100 16D 6" EDGE / 6" FIELD 1 CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. NAILS UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. + TABLE TAKEN FROM: AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110, GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, TABLE 2. GENERAL NAILING SCHEDULE I TABLE 6. TOP PLATE SPLICE SPLICE LENGTH (FT,) 12 16 20 24 1 28 32 1 36 1 40 50 60 70 80 NUM$ER ;f3F.16D COMMflN NtILS FEf'.ACN SIDE: OF SRk1C' 2 4 6 8 8 NP NP NP' NP NP NP NP NP 4 4 6 7 8 10 12 14 16 NP NP NP NP 6 4 6 7 8 10 12 14 16 20 24 NP NP 8 4 6 7 8 10 12 114 16 20 24 128 132 NP= NOT PERMITTED TABLE TAKEN FROM: AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, TABLE 6. TOP PLATE SPLICE TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES STUD SPACING UPLIFT (L6) 8 10 12 14 16 18 PLFtT-*T�7 STUD NQ, AF 1fiD COMMON NAIL$.; ' N[iN 12" O.0 127 2 2 2 2 2 2 16" 0.0 169 2 2 2 2 2 2 24" 0.0 253 2 2 2 3 3 3 TABLE TAKEN FROM— AMERICAN FOREST & PAPER ASSOCIATION 2-2X8 3 970 AMERICAN WOOD COUNCIL, 110 8 2-2X12 3 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 9 3-2X10 110 MPH EXPOSURE B WIND ZONE, 594 10 3-2X12 TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES W7HALF STORY H.H. 6'-8° HALF STORY �SECOND FLOOR H.H. 6,-O„ .-.-._ SECOND FLOOR tjhFIRST FLOOR, H.H 7,-0� — FIRST FLOOR— — 20 qIBASEMENT SLAB tEO)> 2 2 M TABLE 9. WALL OPENINGS - HEADERS IN LOADBEARING WALLS & NON LOADBEARING WALLS HEADER SPAN (FT.) MINIMUM HEADER SIZE ' I�E43UiI��Ml=NTS. A:t`;EACIN £t;lD' QF, HEt10rrFl NUMBER OF FULL–HEIGHT STUDS UPLIFT (LB.) LATERAL (LB.) HEADERS 1N LOA[?gEARING; WALLS ;,,` 2 2-2X4 1 277 132 3 2-2X4 2 416 198 4 2-2X4 2 554 264 5 2-2X4 3 693 330 6 2-2X6 3 831 396 7 2-2X8 3 970 462 8 2-2X12 3 1,1.08 528 9 3-2X10 3 1,247 594 10 3-2X12 4 1,385 660 11 4-2X10 4 1,524 726 i, , , faAi3ERS 1N; NON L9i1)HEARtN>? WALk� ANA WINROW 51LL T'+ ATEA' ...'... , 2 1-20 (FLAT) 1 60 132 3 1--2X4 (FLAT) 2 90 198 4 1-2X4 (FLAT) 2 120 264 5 1-2X4 (FLAT) 3 150 330 6 1-2X6(FLAT) 3 180 396 7 1-2X6 (FLAT) 3 210 462 8 1-2X6 (FLAT) 3 240 528 9 2-2X6 (FLAT) 3 270 594 10 2-2X6 (FLAT) 4 300 660 11 2-2X6 (FLAT) 4 330 726 12 2-2X8 (FLAT) 51 360 792 'FOR NON–LOADING BEARING WALLS AND WINDOW SILL PLATES, 2-2X4 (FLAT) CAN BE SUBSTITUTED FOR 1-2X6 (FLAT) + TABLE TAKEN FROM– AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, TABLE 9. WALL OPENINGS - HEADERS IN LOADBEARING WALLS & NON-LOADINGBEARING WALLS BBUILDING SECTION FRAMING NOTES: 1. ALL FRAMING LUMBER SHALL BE HEM -FIR GRADE NO. 2 OR S.P•F, (SPRUCE–PINE–FIR) GRADE NO. 1 AND 2 OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE AMERICAN FOREST AND PAPER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 1050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (FG) SHALL BE 400 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,400,000 P.S.I. 2. ALL LVL'S TO BE BOISE CASCADE OR I–LEVEL WEYERHAUSER VERSA LAM 3100FB OR APPROVED EQUAL. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 3100 P.S,L ALL LVL POSTS TO BE VERSALAM 1.7 2650 FB, 1.8E PARALLAM PSL OR APPROVED EQUAL.NISTALL LVL'S IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 3. USE 3J4" TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING, 5/8" EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING; AND 1/2" EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. 4. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER :EACH PARTITION. 5. USE FULLY NAILED METAL CONNECTORS (TECO; 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. 6. FOR LVL BEAMS. OR HEADERS PROVIDE SOLID 04 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED ON THE PLAN. 7. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC. PL400 SUBFLOQR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL. 8. 'BUILT–UP BEAMS (3 PLY MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2-10D NAILS AT 12" O.C. LVL BEAMS (4 PLY MAXIMUM) TO BE THRU–BOLTED WITH 1/2 INCH DIAMETER THRU-BOLTS OR EQUIVALENT POWER SCREWS STAGGERED TOP AND BOTTOM AT 16 " O.C. OR AS OTHERWISE REQUIRED BY THE MANUFACTURER. 9. ALL MANUFACTURERED FLOOR I –JOISTS TO BE DESIGNED BY THE SUPPLIER/MANUFACTURER, SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION. Y PLIFT STRAPS PLIFT STRAPS )OW OPENINGS EQUIRED, TYP. =1RST 2 BAYS ).0 MAX, TYP. ABUILDING SECTION TRAPS @ EVERY RAFTER BLOCK FIRST 2 BAYS ® 4'-0` O.0 MAX, TYP: HALF 'STORY H.H. AN i BLOCK FIRST 2 BAYS 0 4'-0" O.0 MAX, TYP. — — —HALF STORY AN'\ SECOND FLOOR H.H. PROVIDE UPLIFT STRAPS AND 2ND STORY WALLS _ — — SECOND FLQO — _.FIRST FLOOR .H_Hjlr� LS SHALL BE SHEATHED IEETS OF 1/2" PLYWOOD TICALLY PER TABLES 10 & 11 OF THE WFCM FIRST, FLOOR 19 BLOCK FIRST 2 BAYS 4'-0" O,C MAX, TYP. — _. _qASEMINT SLAB I5 architects interior designers builders 744 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (506) 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM THE LENZI 15 PARK AVENUE WEST YAR MOUTH, IPROJECT # 080220 c @2020 ERT ARCHITECTS, INC. THE DRAW7NGS.AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION. PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. REGISTRATION 'I REVISIONS DATE: (ISSUED FOR: I DATES SCALE: 1/4"=1'-O" 0 1 2 4 8 UNLESS, OTHERWISE NOTED. SHEET NO. HE / `s 3 TOTAL NUMBER OF SHEETS IN SET - 9 �THIS SHEET INVALID UNLESS ACCOMPANIED BY A CO SET OF WORKINGING DRAWINGS 0 0 0 w N t� y W w wZ� Q o 2cq z O 0 W W F - Q U W O 0 d I' Z J z Q O LQLI LO r �c F- 0 m�L W 0 a W W � U Q N M p ofZ Q Q � (IOU) _J 0O U LLE v n 0-:2 o¢ :5LO O WoZT) g 0J 0�I-L X U z C F Jmpmn O Z W <F (� ONQ ~¢.W ZH �� O W02< F- Q< -tQ OJ UQ O DEC) O JQ w:< X U v .o xr= d Q U)LLJ O"m I 3: Q � =O m ` � Li C �_ <011 Z.p nuj W U LU O 7 11l v53 N rn O N Q 0. a w 3 �372 \pd- XW Z(2- F -U) Z 4 = O Z\ fL O �' W mJ -JN U f3 30 0 F- 0 vZ l¢ 7F gip. F- Z 0 M- U m oW� � zQ 0 0 0 0 w N t� y W w wZ� Q o 2cq z O 0 W W F - Q U W O 0 d Ld W J J i } F - I' Z J z Q O LQLI LO r �c F- 0 m�L W 0 a W W � U Q N M p ofZ Q Q >- (IOU) _J 0O U LLE Q �w_ 0-:2 o¢ :5LO O WoZT) O 0J 0�I-L X U z C F Jmpmn O Z W <F (� ONQ ~¢.W ZH �� O W02< F- Q< -tQ OJ UQ O DEC) O JQ (-)0- X d p0 d Q U)LLJ O"m I 3: Q � =O m Q ? 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LOW EAVE DETAIL 2 • SCALE 1-1/2".= V-0" ASPHALT ROOF SHINGLES 15# FELT PAPE 1X4 FASCIA 1X8 FASCIA (PITCHES VARY) 12 5 1/2� 1X8 SOFFIT W/ VENT 1X10 FRIEZE BRD. 1X STRAPPING 0 16"O.C. 1/2" GWP. BOARD CEILING WALL NOTES— R-38 FBGLS INSULATION /±^ SHED ROOF d/ SCALE 1-1/2- = 1'-0" i Use every ;,cher nail hole ts CUT in a row to provide the LENGTH code -required minimum END center-to—center o. LENGTH spacing for nails o, ASPH 15# f 5/8" 4" PI 1X10 2X L 1X4/ TYPI( I 7 Provide minimum 7"" enc distance B Equal number of specified nails n d CLEAR SPAN END LENGTH M In eac en I J Simpson Strong—Tie 10� CS Coiled Strap 1 7 TYP FLOOR TO FLOOR TIE Y TYP. DEEP RAKE DETAIL (ij SCALE 1-1/2" = -0" ASPH 15# f 5J8„ 4" P( 1 X10 2X L, 1X4/' TYPI( ASPF 1X4 1X10 BLOC TYP. (1 TYP. RAKE DETAIL 0 SCALE 1-1/2" = 1'-0" SIDING (SEE ELV "TYVEK" HOUSEW 1/2" CDX PLYW( 2X6 @ 16" O.C. R-21 FBGLS INS 6 MIL. POLY VA 1/2" GYP. BOAF 6: TYP. EXTERIOR WALL SCALE 1-1/2" = 1'-O" TYP, RAKE DETAIL 1 SCALE 1-1/2" = P-0" a ^_ 1.s �ch / / architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, / MASSACHUSEITS, 02664 / (508) 760 - 2800 fax 1508 760 - 5800 / i THE LENZI RESIDENCE / 15 / AVENUE / WEST YA R MMO`U TH , f PROJECT # 080220 / / 2020 .ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND / / FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN .PERMISSION OF THE FIRM'. ERT ARCHITECTS, INC. / THESE PLANS ARE. NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SEP' OR 'CONSTRUCTION SETT REGISTRATION } 9 / / r / -IONS f DATE: REVISIONS: / t ISSUED FOR: DATE: PROJECT TRUE i SCALES 1/4"=V-0" -� 1 0 1 2 4 8 / UNLESS OTHERWISE NOTED. / 1 TYP. LOW EAVE DETAIL 2 • SCALE 1-1/2".= V-0" ASPHALT ROOF SHINGLES 15# FELT PAPE 1X4 FASCIA 1X8 FASCIA (PITCHES VARY) 12 5 1/2� 1X8 SOFFIT W/ VENT 1X10 FRIEZE BRD. 1X STRAPPING 0 16"O.C. 1/2" GWP. BOARD CEILING WALL NOTES— R-38 FBGLS INSULATION /±^ SHED ROOF d/ SCALE 1-1/2- = 1'-0" i Use every ;,cher nail hole ts CUT in a row to provide the LENGTH code -required minimum END center-to—center o. LENGTH spacing for nails o, ASPH 15# f 5/8" 4" PI 1X10 2X L 1X4/ TYPI( I 7 Provide minimum 7"" enc distance B Equal number of specified nails n d CLEAR SPAN END LENGTH M In eac en I J Simpson Strong—Tie 10� CS Coiled Strap 1 7 TYP FLOOR TO FLOOR TIE Y TYP. DEEP RAKE DETAIL (ij SCALE 1-1/2" = -0" ASPH 15# f 5J8„ 4" P( 1 X10 2X L, 1X4/' TYPI( ASPF 1X4 1X10 BLOC TYP. (1 TYP. RAKE DETAIL 0 SCALE 1-1/2" = 1'-0" SIDING (SEE ELV "TYVEK" HOUSEW 1/2" CDX PLYW( 2X6 @ 16" O.C. R-21 FBGLS INS 6 MIL. POLY VA 1/2" GYP. BOAF 6: TYP. EXTERIOR WALL SCALE 1-1/2" = 1'-O" TYP, RAKE DETAIL 1 SCALE 1-1/2" = P-0" a ^_ 1.s �ch / architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSEITS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax 1508 760 - 5800 WWW.ERTARCHITECTS.COM THE LENZI RESIDENCE 15 PARK AVENUE WEST YA R MMO`U TH , PROJECT # 080220 2020 .ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS. INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN .PERMISSION OF THE FIRM'. ERT ARCHITECTS, INC. THESE PLANS ARE. NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SEP' OR 'CONSTRUCTION SETT REGISTRATION } 9 / r -IONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT TRUE SCALES 1/4"=V-0" -� 1 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A5 TOTAL NUMBER OF SHEETS IN SET: V THIS SHEET INVALID UNLESS ACCOMPANIED BY A .COMPLETE :SET OF WORKING DRAWINGS