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Home My WebLink About46131-Z J I I I I I I I I I I I f I I 1 I 1 I I• I I I I I ( I I I I I L VJ KIELY RESIDENCE APPRUVEg AS �d TED w, OCT 2022 _ as _ DATE: - B.P.,>r 3 �' 't.t� ,_--•. FEE J01 OV _W Tol BY. NOTIFY BUILDING DEPARTMENTAT LOCATION 631-765-1802 8AM TO 4PM FOR THE _ 16045 MAIN ROAD FOLLOWING INSPECTIONS: MATTITUCK, NY 11952 1. FOUNDATION-TWO REOUTAEO FOR POURED CONCRETE. 2. ROUGH-FRAMING&PLUMBING _ 3. INSULATION Architect's Notes 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THS _ REQUIREMENTS OFTHE CODES OF NEW' CONTRACTOR RESPONSIBLE YORK STATE. NOT RESPONSIBLE FOR FOR VERIFYING ALL DESIGN OR CONSTRUCTON ERRORS DIMENSIONS IN FIELD. gf— pm 0011!14 m"s r-mm No. Issue Da L7 ltm� Rk� JID , U MAIN HOUSE _ 01 HD PLAN SET 06.30.5 02 GARAGE PERMIT SET 09.13. ADDITION + RENOVATION 03 GARAGE PERMIT SET 05/08/: } 04 GARAGE PERMIT SET 08/24/. 16045 MAIN ROAD MATTITUCK, NY 11952 05 GARAGE PERMIT SET 11/28/: DRAW NG, LIST • 06 PRELIM PERMIT SET 04/1$/5 SHEET NO. DRAWING NAME DATE G001 Cover Sheet 9/15/22 _ 07 PERMIT SET 08/18/5 G002 Notes + Codes 9/15/22 L101 Site Plan - 08 GARAGE AMENDMENT 09/02/: D101 Deno Plans 9/15/22 D102 Deno Plans 9/15/22 _ 10 PERMIT SET 09/15/1 A101 Pro osel Floor Plans 9/15/22 A102 Proposed Floor Plans 9/15/22 A201 Proposed Elevations 9/15/22 A202 Proposed Elevations 9/15/22 _ A301 Sections 9/15/22 A501 Window and Door Schedules 9/15/22 5001 Structural Uotes + Details 9/15/22 S002 Structural Votes +"Details 9/15/22 OF NF 5003 Structural Votes + Details 9/15/22 S101 Structural Plans 9/15/22 �•M �� S102 Structural Plans 9/15/22 -' 0 w • Fp �. 5�p �_� R� SStONP� ' - Scale: AS NOTE Date: 10/2/20: 'COVER SHEET G001 J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L KIELY LIST OF ABBREVIATIONS RESIDENCE . I A.B. ANCHOR BOLT EQ. EQUAL MTL METAL SEC. SECONDARY ' A/C AIR CONDITIONING EQUIP. EQUIPMENT METS. METAL SADDLE SECT. SECTION I A. M F.F. ABOVE FINISHED FLOOR EXH. EXHAUST ,F, METAL FURRING SIM. SIMILAR i ALUM. ALUMINUM EXP.JT. EXPANSION JOINT MFG. MANUFACTURER S.N.D. SANITARY NAPKIN DISPENSER @ AT EXT. EXTERIOR MIN. MINIMUM S.P. STARTING POINT BLDG. BUILDING F.B.O. FURNISHED BY OWNER MISC. MISCELLANEOUS S.R. SUPPLY RISER BL'K BLOCK F.D. FLOOR DRAIN M.O. MASONRY OPENING S.S. STAINLESS STEEL B.O. BOTTOM OF F.E.C. FIRE EXTINGUISHER CABINET M.S. MARBLE SADDLE STL STEEL LOCATION BOTT. BOTTOM F.F. FINISH FLOOR N.I.C. NOT IN CONTRACT STOR. STORAGE CAB. CABINET FIXT. FIXTURE N.V. NAPKIN VENDOR STRUCT. STRUCTURAL _ 16045 MAIN ROAD CLG. CEILING F.J. FLOOR JOIST O.C. ON CENTER SUSP.CLG. SUSPENDED CEILING CEM. CEMENT FL. FLOOR O.D. OUTSIDE DIAMETER T TEMPERED MATTITUCK, NY 11952 CER. CERAMIC FLOUR. FLOURESCENT O.G. OCCUPANCY GROUP T.B.D. TO BE DETERMINED C.J. CEILING JOIST F.P. FIREPLACE O,H, OPPOSITE HAND T&G TONGUE AND GROOVE CL CLOSET F.P.S.C. FIREPROOF SELF CLOSING OPER. OPERABLE T.D. TOWEL DISPENSER q- CENTERLINE F.S.P. FIRE STAND PIPE OPN'G OPENING T.E. TOILET EXHAUST C.M.U. CONCRETE MASONR`UNIT GA. GAUGE PNTED PAINTED TEL TELEPHONE _ COL. COLUMN GALV. GALVANIZED PART'N PARTITION T.O. TOP OF CONC. CONCRETE GYP. GYPSUM WALL BOARD P.C. POURED CONCRETE T.O.F.F. TOP OF FINISHED FLOOR Architect's NQtes COND. CONDUIT H.M. HOLLOW METAL P.H. PAPER HOLDER T.O.S. TOP OF SLAB CONT. CONTINUOUS HORIZ. HORIZONTAL PL. PLATE T.O.P. TOP OF PLATE CONV. CONVECTOR H.P. HIGH POINT P.L. PROPERTY UNE T.O.W. TOP OF WALL C.V. CENTRAL VACUUM HR. HOUR PLY PLYWOOD TYP. TYPICAL DTL DETAIL H.V.A.C. HEATING,VENTILATING, POLY POLYETHELENE U.O.N. UNLESS OTHERWISE NOTED DIA. DIAMETER AIR CONDITIONING R RADIUS V.C.T. VINYL COMPOSITION TILE CONTRACTOR RESPONSIBLE DIM. DIMENSION IGU INSULATED GLASS UNIT R.A. RETURN AIR VERT. VERTICAL ON DOWN INSUL. INSULATION RCA. RECYCLED AGGREGATE VEST. VESTIBULE FOR VERIFYING ALL D DRYER JAN.CL JANITORS CLOSET R.D. ROOF DRAIN W WASHER DIMENSIONS IN FIELD. D.J. DECK JOIST JT. JOINT REF. REFIGERATOR W/ WITH DW DISHWASHER LAV LAVATORY R.O. ROUGH OPENING W.C. WATER CLOSET _ DWG. DRAWING LLV LONG LEG VERTICAL REINF. REINFORCEMENT W.H. WATER HEATER EL. ELEVATION LP. LOW POINT REQ'D REQUIRED W.P. WATERPROOFING ELEC. ELECTRICAL MACH. MACHINE RM. ROOM W.PUR. WATER PURIFIER/PURIFICATION ELEV. ELEVATOR MAX. MAXIMUM RJR ROOF RAFTER W.R. WATER RESISTANT E.M.R. ELEVATOR MACHINEROOM MECH. MECHANICAL R.S. RUBBER SADDLE W.W.M. WELDED WIRE MESH ENCL ENCLOSURE MEMB.W.P. MEMBRANE WATERPROOF SA. SUPPLY AIR No. Issue Da MATERIALS LEGEND SYMBOLS LEGEND _ 01 HD PLAN SET 06.30.: 02 GARAGE PERMIT SET 09.13.: BATT INSULATION -GRAVEL1 _ SECTION NUMBER 1 _ DOOR NUMBER Sl SHEET NUMBER O (SEE DOOR SCHEDULE) _ 03 GARAGE PERMIT SET 05/08/1, ® - COMMON BRICK -GYPSUM BOARD I 04 GARAGE PERMIT SET 08/24/ l - DETAIL INDICATOR Q _ WINDOW NUMBER (SEE WINDOW SCHEDULE) FIRE BRICK -PLYWOOD _ 05 GARAGE PERMIT SET 11/28/. CONCRETE -RIGID INSULATION �DETAM NUMBER —{ 1 ) - COLUMN NUMBERCCSHEET NUMBER �-/ 0V PRELIM PERMIT SET 04/18/ CONCRETE MASONRY - UNIT(C.M.U.) ® _STEEL DETAIL CLOUD MARKER - REVISION CLOUD MARKER _ 07 PERMIT SET 08/18/ - CUT STONE ® -WOOD +0.0 ___-___ - LINE INDICATING 08 GARAGE AMENDMENT 09/02/: EARTH - CEMENT BOARD - LEVEL INDICATION OBJECTS ABOVE +0.0 Note:[0'-0')-+ I --_ ------------ - LINE OBJECTSBELOW _ 10 PERMIT SET 091151. ® _ PAPER RESINWWATERPROOF_ , COMPOSITE PANEL ® MEMBRANE FIRE RESISTANCE-RATED WALL. NUMBER INDICATES TYPE OF - CABINET MARKER i LTJ RESISTANCE,SEE A400 ( _ INSULATION + ENERGY NOTES PLUMBING RISER DIAGRAM TABLE P3201.7 NYS BUILDING STANDARDS AND CODES �P��.O n1F{yr r0 SIZE OF TRAPS FOR PLUMBING FIXTURES To to best of my knowledge,belief and professional Judgement,such plans or specilicawns are in 1) NEW CONSTRUCTIONS USES PERSCRIPTIVE DESIGN PER VENT VENT VENT S TRAP SIZE compllarwee with the 2020 New York State Energy conservation construction code and chapter 11 offt PLUMBING FIXTURE MIN.imun 2020 Residential Code of New York state. SECTION R402 OF THE 2018 IECC R _ — (Incllee) 4" 4" 4" OOF BATHTUB(W/OR W/)SHOWER HEAD AND/OR A— WHIRLPOOL ATTACHMENTS 1 12' WHERE MUNICIPALITIES REQUIRE"HERS"RATINGS THE REM MODEL PROVIDED BATHROOM BATHROOM 0- BIDET 11M. BYACERTIFIEDHERS RATER SHAUL SUPERSEDE ANY SPECIFICATIONS 2) EXISTING CONSTRUCTION USES EXISTING BUILDING PER _ _-r---- --"�---- 41, CONTAINED IN THE CONSTRUCTION DOCUMENTS. ---f"- 1 1 f- ( I •r- (4/ I - 1 1 1 1 1 1 1 1r CLOTHES WASHER STANDPIPE 7 1.H.E.RS.INDEX REPORT A3 REQUIRED BY OTHERS i 1 I 1 ) I i I �O ��.�Q,�y�v2� DISHWASHER(ON SEPARATE TRAP) tin" 2.THE BUILDER ISTO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER THROUGHOUT SECTION R503 OF THE 2018 IECC LAV. LAV. W.C. TUB SHOWER LAV. W.C. SHOWER THE PROJECT TO ENSURE ALL REQUIRED INSPECTION3ITESTS ARE PERFORMED. FLOOR DRAM T 3.THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTION/INSPECTION FESSION PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER. RQ P� KITCHEN SINK(ONE OF TWO TRAPS,SE OR W/O 1 1fY usonrLv anrlozo DISHWASHER&FOOD WASTE DISPOSER SECOND LEVEL LAUNDRY TUB(ONE OR MORE COMPARTMENTS 11/2' ALLOWABLE LOADS&DEFLECTIONS FOR STRUCTURAL MEMBERS 71 LAVATORY 1 1!4" up-7.b11Y1R0 4 4 — SHOWER(BASED ONTHE TOTAL FLOW RATE STRUCTURAL LN4'E DEAD ALLOWABLE KITCHEN BATHROOM LAUNDRY FLOWTHROUGH SHOWERHEADS AND BODY SPRAYS MEMBERS LOADS LOADS DEFLECTION APPLICABLE CODES -- --�..�--� RATE: --'--- --,-- �. - 1 5.7 G.P.M.N 5.7 G.P.M.3 1 17 EXTERIOR BALCONIES 40 10 tf:L00 MORE THAN 5.7 G. UP TO 12 3 GPM. 2• MORE THAN 12.3 G.P.M.UP TO 25.80.P.M. 3' DE 40 10 V360 1 - ( - I 1 ; Scale: AS NOTE MORE THAN 25.8 G.P.M.UP TO 55.8 G.P.M. 4' ATTIC WITHOUT STORAGE 1p L1240 L L I 1 I 1 I ATT'GW'3T°RAGE 20 10 U240 BUILDING: 2020 R=SIDENTIAL CODE OF NEW YORK STATE ' ' 1 WASHER aY Date: 10/28/20: FIRST FLOOR 40 10 U3B0 LAV. D.W. LAV. W.C. SHOWER For 51:1 Fch=25.4 mm,1 gallon per minute•3785 LRA SECOND FLOOR 10 L/380 uPonrrv4nrsom ROOF RAFTERS-GROUND SNOW LOAD=20 FIRE: 2020 FIRE CODE OF NEW YORK STATE GROUND LEVEL TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MECHANICAL: 2020 MECHANICAL CODE OF NEW YORK STATE uvwho uVtozl GROUND' WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN 4' 4' 4' DESIGN} DESIGN UNDERLAYME�IT HAZARDS FREEZING ANNUAL QQ SNOW LOM I.SPEED TOPOGRAPHIC SPECIAL WIND WIN0.80RNE a FROST LINE PLUMBING: 2020 PLUMBING CODE OF NEW YORK STATE NOTES CX CODES EFFECTSk REGIONI DEORIS ZONEm CATEGORY WEATHERING DEPTH TERMITE IEMPa REQUIRED INDEX I TEMPI MCDERATE .F 20 PSE 130 MPH YES NO NO B SEVERE 36' TO HEAVY 11 I YES j NONE 1 452 ENERGY: 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE O F NEW YORK STATE NOTE: TO SEPTIC o. R3012.1 2 DESIGN CRITERIA SYSTEM _ CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2(5)8 EQUAL OR EXCEED 110 MILES PER HOUR(177.1 KMh)HAVE BEEN DESIGNED IN ACCORDANCE WITH: AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)2018 WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS(WFCM),CHAPTER 3&80F THE 2020 SANITARY: SUFFOLK COUNTY SANITARY CODE RESIDENTIAL CODE OF NEW YORK STATE AND THE ASCE"MIN.DESIGN LOAD FOR BUILDINGS AND STRUCTURES':REVISION OF ANSVASCE 7-18. uwnreo srrmzo ' X002 J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L WALL IECIEND _ KIELY FXTCTT r,WALL TOR MN _ RESIDENCE "` SrE95TANTIAL AR FA TO RF, D MnfTRHFD I _ LOCATION 16045 MAIN ROAD MATTITUCK, NY 11952 Architect's Notes CONTRACTOR RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN FIELD. 41, _'__;--_",f_ji>:rr' ;-'F"`i':•'1 _ x -_,f I, _,r.,.,__,..,a.rr��. ,_ :*IT p ,.� _ •¢�'?�;f'y,r E4r -...` siJ AIT ',y1 ,w_ P.+;.,u,F:IY`,.,•- .�:,a+„.L ,74F'.�'y:'` - � . ,;t�-�Fey�;a:.,,3,,.,t.;,:,y...,�r._,r`£F,r �-`�,4= - -3 ,r;,�,` i REMOVE EXISTING — No. Issue Da Et tm "� ?” - — — — - PORCH AND DECK .' 9 a Wit' a fl - r .',,ii:= - ;i't��s � .''" ==_=..:� .�i;,��.:, ."yY v"„C:.'I�' a EXISJINQ '�:`r'.'4�'Ifnt_T r �, n` 'r:e�7,rxr �2 d �t� � � � �� PORCH cRAwL _ 01 HD PLAN SET 06.30.. 02 GARAGE PERMIT SET 09.13. _i•�,.`__i4.;,-::• - 1 lam`-h SiK rz��. ;_'uaylx.,A,.='-_''�.-�:1'."e _ � "��-- �=� - __ --__ .};�s.;E�;"s- -_ _•'dt'6 �wY:` k1x ::Z�"$';°}fr a.'r.' .g''�''+=a'.afi•-z..�s :.'C�;:tkatl..'k_ °,w. -.°�-�� - ;"��. -- - - -- ✓ifir rdE .e.�y, - -.:�t:�,.�,�,6.;,Y�s:,y'�a='�-.'�i�:�kk, ';��'_::a,. -.��-'Wn I .; _<<ti_�.. I 03 GARAGE PERMIT SET 05/08/ k ;:€e`._�� -:-�ai,A,.'?.ti^_ _ -" -„'I'. _ J __._4'�i iAi:u' ,i9,r.___ii F:i'"ls�__`f W_•.-y_ ,�T.bik�' - = I — �� _i _� is.--._.:�_,__==i,..i:F, _ _ __- ::_l.�• -__ _ LL -___ r-�tl i 04 GARAGE PERMIT SET 08/24/' w ---fie' _ ;`,�� -_= -- -_- .u, ._. � -_ '"c- . - .{< %.F_ "s,a•a..,c:,J.<_ - ?' REMOVE EXISTING BATHROOM AND LAUNDRY TILES ' - _ y,, .= r -' _ I_+ , -_= — 05 GARAGE PERMIT SET 11/28/. - '.Fa. -: - ,.i'= � t Y ;'_ s•,'` / FIXTURES AND ACCESSORIES UNFINISHED , --^'e'• �;:'` N�.= J I I I I I I I I I I i I I I I I I I I I I I I I I I I I i I L so _ 91-E za 24' 1 2" KIELY 5 1/2" 51/2" 1 1 1 1 RESIDENCE 1 '-414' •v , I LOCATION 16045 MAIN ROAD 1 , MATTITUCK, NY 11952 - � I I , - - - - - - - - - - - - - - - - - - - - '- - , DW i — - - - — — — — — — — — — — — — — — — — — I I Architect's Notes ,o I I PROPOSED I I — x' I , UNFINISHED KITCHEN I I TRAWL SPACE 1 a I CONTRACTOR RESPONSIBLE LAUNDRY I I I I FOR VERIFYING ALL ® I I DIMENSIONS IN FIELD. I I I I _JL toa L— — — — — — — — — — — — — — — — — — — - -- — — — — i N I .p. . . . — —�s - - - - - - - - - - - - - - - — — — — — — I I 106 I — I : I I EXISTING I ' No. Issue Da M W05 UNFINISHED I I S RAWL SPACE ( I I : 01 HD PLAN SET 06.30.: I I I — — - - - - - - - 1 — — — — — — — — —� I 02 GARAGE PERMIT SET 09.13.: M $TEPI p . FD - - - - - - - - - - - - -- 03 GARAGE PERMIT SET 05/08/,' ,I I STEP --- I r _ _ _ _ _ _ _ _ _ 04 GARAGE PERMIT SET 08/24/1 �q 1. I I I •. I MECHANICAL crf�sE a I I I '. I ROOM I 05 GARAGE PERMIT SET 11/28/: 06 PRELIM PERMIT SET 04/18/. ii I I I p I I I I I I I 1 r —. J I i p l — 07 PERMIT SET 08/18/: i i i I I I '. :. f I I :• i . I ° I UNFINISHED I I I I I 08 GARAGE AMENDMENT 09/02/: RUN ROOM I I I I AWL SPA ' " pjNING " I I i I I I i 10 PERMIT SET 09/15/ EXISTING EGRESS — iI I I I IWINDOW I OPEN I •p I (PREVIOUSLY INSTALLED) FINISHED I I BASEMENT I I — 77 i i i t I I I •• I I I I ' ii I nn Dpi ® I •p •— —._.——J Q • to v u 111 L-------i i — — — — — — — — — — I r— — — N FOYER a I I I I PROPOSED I '= I A *0 57O9� Q ,UNFINISHED lol ww 712 I I CRAWL SPADE I h I OFE Sto m m • � 151 a u o ! lz o• - . Scale: AS NOTI -- --` --� Date: � f.• 10/20/2C I --—------ 51/2-11 9,-8 7/8 5 1/2 l L 3'-17/8" 3`8 1/4 5 1/2 11 1 5 112-11 3'-7 3/16" 1 X-2 7/8- l L5 V2. 2:-8 7/8 5 1[j,� L 6-10118. S 11 1' 51121 � C-10 118• 5 1/21 L PROPO �D FLOOR P ANS ' PROPOSED FIRST FLOOR PLAN 1 PROPOSED FOUNDATION PLAN 2 SCALES D = 1'-0" SCALE: 1/4" A101 � I I J I I I I I I I I I I I I I I I I I 1 I l I I I I I 1 I I I I L T.O.RIDGES EL 25'-6 1/2' - KIELY RESIDENCE - T.O.DORMER EAVE EL 18'-113/4' ❑ LOCATION _ 16045 MAIN ROAD MATTITUCK, NY 11952 T.O.1ST PLATE n _ s-6"—� Architect's Notes ❑ ❑ CONTRACTOR RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN FIELD. T.O.IST F.F.A �- EL.O'-0 T.O.FOUNDATION A I EL.-1'-1 1/2' -� T.O.FOOTING No. Issue Da I I ------J- I EL-5'-0 1/2" —1----------------1 r------------- ------------ ---' ---------- -----i ---�— --- j 13.0.FOOTING � — 01 HD PLAN SET 06.30.: I EL.-5'-8 1/2" I I 02 GARAGE PERMIT SET 09.13.: I i T.O.FOOTING I -J- EL-9'-0" r�---------------------------------------- 03 GARAGE PERMIT SET 05/08/, L---------------------------------------------I - �- B.O.FOOTING A - EL.-9'-8" 04 GARAGE PERMIT SET 08/24/, • `QO t f_ 2 PROPOSED SOUTH ELEVATION — 05 GARAGE PERMIT SET 11/28/, (.J L 7,� SCALE: 1/4" = 1'-0" X115 DRi? NTT t'� T aF -In< �UC�I��'� C!� V It3& .�� SRM V Y W7,3 06 PRELIM PERMIT SET 04/18/, 17��(]�_ �� 1Gy;f ffi�� T.O.RIDGE _ 07 PERMIT SET 08/18/, _ �'�T IN/ FIZ� TO '�p \ �)1J l EL 25'-6 1/2' ��J lD 08 GARAGE AMENDMENT 09/02/: S�� _ 10 PERMIT SET 09!15/, ❑ I H n 11 11 a H 1 11 n H 11 11N T.O.DO-RMER EAS --/'EL.181-113/4' V F-1 ❑ ❑ _ fLi T.O.1ST PLATE A - 0 — A ❑ ❑ Ell❑❑ ❑ 'Q�FES510NP�'' T,O.1ST F.F� Scale: AS NOTE ® T.O.FOUNDA_ TION n Date: 10/2/20, IEL-1�1 1//22"' - I I I I I I T.O.FOOTING A I I I ----1� �- EL.-5'-0 1%2' r-L-------------4 L---------------------------- L-------------- ---------------------------------I _ EL FOOTING — ELEVATIONS I I EL-5'-8 1/2' I I I i I T.O_.FOOTING I EL—9700 V --------------------------------------� —� PROPOSED EAST ELEVATION A2 01 J I I I I I 1 I I I I I I I I I I I I I I I { I I I I I I I I L T.O.RIDGE EL.25'-6 1/2• — I RESIDENCE T.O.DORMER EAVE EL.38'-11 3/4" IWVItu ❑ F] F1 F] 1604516045 MAIN ROAD MATTITUCK, NY 11952 T.O.iSTPLATE EL.8'-6• Architect's Notes MHEI ❑ — Q CONTRACTOR RESPONSIBLE •..'�"��iS ��z �Q� MKT U �IS AWA-IC MOM LJOE11- FOR VERIFYING ALL t� [�'(5 `y�''� r /'�� `'[�� `� �1''$ DIMENSIONS IN FIELD. ^ c IVV !—wmk \ .k�iQ� 1 1 V lJ MCI {�V� �,�� VW C.� —11*1SiF.F. EL.0'-0" FLUX '(Zo()r .."To IZUA I N SEE S C11 O'tiJ - 1R 301 T.O.FOUNDATION EL-1'-1 1/2" - - I I I I I I T.O.FOOTING No. Issue Da —L--------------------------------- -' r--------------1— —'� B.o.FoonNc ,� — 01 � HD PLAN SET 06.30 EL.-5'-9 1/2' 02 GARAGE PERMIT SET 09.13.: 2 PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" 03 GARAGE PERMIT SET 05/085 04 GARAGE PERMIT SET 08/24/: 05 GARAGE PERMIT SET 11128;: 06 PRELIM PERMIT SET 04/184 T.O.RIDGE EL.25'-61/2' .— •--•• 07 PERMIT SET 08118/: 08 GARAGE AMENDMENT 09/02/: — 10 PERMIT SET 09/15/: — T.O.DORMER EAV� • EL 18'-11 3/4'��Vv OF N E f T.O.IST PLATE ❑ ❑ — 2 FIF] ❑ ❑ AR�• 05709 ❑ OFESS10t4 T.O.IST F.F. _ / EL 0'-0" ® T.O.FOUNDATION Scale: AS NOTE EL.-1'-1 1n^ Date: 10/2/20: • I I I I I — I T.O.FOOTING —1------------------------------- ------------------------•---------`-I i--------------1--1 -- L. ----'---------- �--------------- B.O.FOOTING EL-5'-8 1/2" - ELEVATIONS I T.O.FOOTING --------------------------------------I -------- --------------------- —\ a n cnnrtntr, 1 PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" A202 I I f J I I I I I I I I I I I I I i I I I I I f I I I I I 1 I 1 I I L KIELY RESIDENCE LOCATION 16045 MAIN ROAD MATTITUCK, NY 11952 Architect's Notes CONTRACTOR RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN FIELD. I i No. Issue Da i 01 HD PLAN SET 06.30.5 I 1 I I 1 , I i NEW STRUCTURE I EXISTING STRUCTURE i RENOVATED STRUCTURE I NEW STRUCTURE i 02 GARAGE PERMIT SET 09.13.: 03 GARAGE PERMIT SET 05/08/5 I I I I 1 04 GARAGE PERMIT SET 08/24/: T.O.RIDGE EL.25'-6 1/2' _ 05 GARAGE PERMIT SET 11/28/5 06 PRELIM PERMIT SET 04/18/: • i _ 07 PERMIT SET 08/18/1, ' a - T.O.DORMER EAVE 13/4" 08 GARAGE AMENDMENT 09/02/. 10 PERMIT SET 09/15/: 4 i El p I BEDROOM BEDROOM ' T.O.IST PLATE F NE`s y R-49 INSULATION EL.8'-6" — \ NEW DROPPED HEADER _ - = z 0 :____-_ � 416 --------- Fp *0 05.10LIVING '.a ROOM _ 2"x8'0 16"O.C. PROKIT HEN 2'x10"0 16"O.C. AR�FEss1000- T.O.1ST F.F. v EL.0'-0" R-30 INSULATION --------- T.O.FOUNDATION A •p _ __ _____ EXISTING PROPOSEb CRAWL EL.-1'-1 1- /2" I. _________ SBAWL SPACE ---------- (NEW FOUNDATION) •'� T.O.FOOTING BASEMEN _____-- a _ EL.-s-01/2" Scale: AS NOTE B.O.FOOTING EL.-5'-8 1/2' Date: t 10/28/20: u --------- f T.O.FOOTING A EL.-9'-C' B EL.o9'-8'N 8NG SECTION 1 EXISTING SECTION 001 " A3101 J I I 1 I I I I I I I I ( I I I I I I I I I I I I I I I I I L Window List _ KIELY Element ID View from Opening Side W x H Size W/D Nominal Head Height _ RESIDENCE W101 21-61OX4'-6" ' 6'-801 LOCATION W102 _"' 21-6"x4'-6" 6'-8" 16045 MAIN ROAD MATTITUCK, NY 11952 W103 k`;; 21-6"x5'-0" 8'-0" _ " Architect's Notes W104 2'-6"X5'-0" 8'-0" _ CONTRACTOR RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN FIELD. W 105E' 3'-01pX 5'-0" 8'-0" W106 " 31-019X5'-0" 8'-0" No. Issue Da W107 =_ `, 6'-0"x5'-0" 8'-0" 01 HD PLAN SET 06.30.: 02 GARAGE PERMIT SET 09.13.: Door List W108 r.$ 3'-0"X5'-0" 8'-0" _ 03 GARAGE PERMIT SET 05/08/: 04 GARAGE PERMIT SET 08/24/ ' y"`'`` 2'-6"x2'-6" 6'-8" 05 GARAGE PERMIT SET 11/28/. Element ID View from Opening Side • W x H Size Notes � W109 ��_s r. _ 06 PRELIM PERMIT SET 04/18/: D101 "' 3'-0"x6'-8" EXTERIOR DOOR W110 _ 7-6 x4-6 61-8t# — aim] x: ��:��. :��S- r rr r n r u t,,,.,�.,. s� 07 PERMIT SET 08/18/. �4�z. 08 GARAGE AMENDMENT 09102/; D102 61-011x6'-8" EXTERIOR DOOR W111 21-6"x4'-6" 6'-8" 10 PERMIT SET 09115/ D103 - 5'-0"x6'-8" DOUBLE POCKET DOOR W112 2r-6n x4r-6n 61-811 E 'i Al D105 2'-4"x6'-8" W201 2r-6n x4r-0n r n 6-8 RvP'L\L ATI U1'V ^ 0 INV D106 2'-0"x6'-8" W202 r k 21-6"x4'-0" 6'-8" A ' i n h D107 3'-0"x6'-8" W203 uR 2' -611x2'-0'16-8 a` w 05000 09`' til 0 C7T I U Tl-4I n �ESSIONP�. D201 2'-8"x6'-8" W204 k"T x4-6 61-8" Wp PLtLrTI r ., Scale: AS NOTE D202 7-6,vx 4-6 60-8" Date: 10/2/20; Jl� D203 2'-6"X6'-8" POCKET DOOR W206 ' 3'-0"x4'-0" 6'-8" — _ ,? ':� WINDOW & DOOR SCHEDULE D204 21-41lx6'-8" POCKET >W27' T'? 31-011x4'-0" 6'-8" ` 000 A501 I— J I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I L GENERAL NOTES SHEATHING PANELS: 22• THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR MAXIMUM,FOR ALL SLABS ABOVE GRADE. OWNERS TESTING LAB. WHICH THEY ARE MADE IS EXECUTED OR NOT.THEY ARE NOT TO BE USED ON 1 SHEATHING PANELS,PLYWOOD OR ORIENTED STRAND BOARD(-OSB-),SHALL 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING CONFORM TO U.S.PRODUCT STANDARD PS-1,AND BEAR THE APA KIELY CODE 2020.ALL WORK SHALL CONFORM TO LATEST N.Y.S.BUILDING CODE AND ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY ALL RULES AND REGULATIONS. PLYWOOD SHALL BE USED ON FLOORS. 12. H.S. BOLTS OR WELD SHALL HE USED IN THE FOLLOWING LOCATIONS: AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. CANTILEVERED MEMBERS(EACH SIDE),MEMBERS NOTED M.C.,AT MEMBERS ARCHITECT OR ENGINEER SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT ALL RESIDENCE 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 2 SHEATHING PANELS FOR FLOORS,ROOF,AND WALLS SHALL HANGER,POST,STRUT AND COLUMN CONNECTIONS,AT MEMBERS FRAMING TO - YORK STATE BUILDING CODE 2020 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS, UNLESS OTHERWISE NOTED.ALL REINFORCING SHALL LAP 36 BAR DIAMETERS SHEATHING,EXPOSURE 1,WITH A MINIMUM SPAN INDEX RATING APA RATED NG OF 32/16. SEE COLUMNS AND WITHIN 3'-0"OF COLUMNS. CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. ARCHITECTURAL PLANS FOR THICKNESS. 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER PRESSURES SPECIFIED IN SECTION 1609. 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SE,-TION 7.7, 3 SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE GRAIN INSTALLATION TO PREVENT NUTS FROM BACKING OFF. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING ACI318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN?LANS. PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR MORE - 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK, SPANS.PROVIDE 1/8"SPACE BETWEEN PANEL EDGES PARALLEL TO FACE 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE - LOADS: A.FORMED WALL 2"BACKFILL SIDE.'/,"FRONT SIDE GRAIN,1/16"SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. 25. IF ANY,CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING B.FOOTING 3" A.FLOOR LIVE LOAD: 40 PSF UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND C.SLABS ON GRADE '/."TOP,3"BOTTOM 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND D.STRUCTURAL SLABS "/," 4 FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH PSR; "10-99 TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE B ROOF LOADS: SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED,THE CONTRACTOR WILL PRIMER,TNEMEC CO.,INC.OR APPROVED EQUAL.(DRY FILM THICKNESS 2.9 TO CONSTRUCTION ADHESIVE SUCH AS PL200,LAID IN A CONTINUOUS 1/4 INCH WIDE BEAD ALONG THE MEMBER LENGTH. LOCATION REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPEPINGS,SEE 3.5 MILS) 16045 MAIN ROAD SNOW: INSPECTION OF HIS WORK. DETAILS. 5 AT DESIGNATED SHEARWALLS,HORIZONTAL EDGES OF WALT)SHEATHING SHALL - OCCUPANCY CATEGORY II BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING FOR STEEL DECK NOTES MATTITUCK NY 11952 GROUND SNOW LOAD,Pg 20 PSF CONCRETE NOTES 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE SPECIFIED PANEL EDGE NAILING. EXPOSURE FACTOR,Ce 1.0 STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN THERMAL FACTOR,Ct 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. IMPORTANCE FACTOR,Is 1.0 BELOW,UNLESS OTHERWISE NOTED ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS HALL LAMINATED VENEER LUMBER,LAMINATED ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK.INSTITUTE FLAT ROOF SNOW LOAD,Pf 20.0 PSF CONFORM TO ASTM A233, CLASS E9OXX. SCHEDULED OR DETAILED STRUCTURAL LUMBER AND PARALLEL STRAND - DAY MAX REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2"DEEP,20 GAGE c.w1NDn$slGNnnrA. USAGE 28 LUMBER NOTES: (UNCOATED" Architect's Notes 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECFICATION STEEL THICKNESS=0.0358 { },UNI WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE STRENGTH AGO },GALVANIZED G60 COATING TED STEEL DECK WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE (Psi) SMETYPE LOK-FLOOR,COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM.496 WITH 1 LAMINATED VENEER LUMBER(LVL)SHALL BE"MICRO-LAM"AS MANUFACTURED STEEL CORPORATION,OR AN APPROVED EQUAL a SLAB ON GRADE 4000 S.C. 1" A MINIMUM YIELD STRENGTH OF 70,000 PSI.STANDARD ASTM A615 GRADE 60 BY WEYERHAEUSER,"G-P LAM"AS MANUFACTURED BY THE GEORGIA PACIFIC Q OCCUPANCY CATEGORY II REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BARANCHORS CORPORATION OR"GANG-LAM"AS MANUFACTURED BY THE LOUISIANA PACIFIC 3. FORMED STEEL ROOF DECK TO BE 1-12" DEEP,20 GAGE(UNCOATED STEEL BASIC WIND SPEED(3-SECOND GUST) 140 MPH b.FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" UNLESS PERMITTED BY THE STRUCT[JRAL ENGINEER. CORPORATION.PARALLEL STRAND LUMBER(PSL)SHALL BE"`PARALLAM"AS THICKNESS-0.0358"),GALVANIZED(G60 COATING).,WIDE RIB,UNITED STEEL - IMPORTANCE FACTOR,Iw 1.0 c.PIERS 4000 S.C. 1" DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, MANUFACTURED BY WEYERHAEUSER LAMINATED STRUCTURAL EXPOSURE H e.RETAINING WALLS 4000 S.C. 1" 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 6x6-W2.1 x 2.1 IN ALL TOPPING LUMBER(LSL)SHALL BE"TENIBERSTRAND"AS MANUFACTURED BY INCORPORATED OR AN APPROVED EQUAL. INTERNAL PRESSURE COEFFICIENT 0.18 CONTRACTOR RESPONSIBLE DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS SLABS UNLESS OTHERWISE NOTED. WEYERHAEUSER FOR VERIFYING ALL (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y OF BUILDING WALL CORNERS): 2, CONCRETE NOTED IN THESE GENERAL NOTES,ON THE DRAWINGS OR IN THE 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO PROVIDE A"3-SPAN"CONDITION END CLOSURES,ROOF SUMPS,CLOSURES AT DIMENSIONS IN FIELD. SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE 12. PROVIDE#4 AT 12"CENTERS MINIMUM,EACH WAY TOP,IN ALL HOUSEKEEPING 2MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF LVL AND 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. AGGREGATE,NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE PSL MATERIAL SHALL BE AS FOLLOWS: PENETRATIONS,AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE - SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. DRAWINGS OR NOT UNLESS OTHERWISE NOTED. INSTALLATION ARE REQUIRED. THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL LVL PSL 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING CONTRACTOR.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED CONCRETE NOTED IN THESE GENERAL NOTES,ON THE DRAWINGS OR IN THE FRAMING NOTES: FB m 2600 PST 2900 PSI STEEL WITH S/8"DIAMETER PUDDLE WELDS AT 12"ON CENTER INTERMEDIATE FC PERPENDICULAR TO GRAIN) 750 PSI 750 PSI ON FRAMED FLOORS OR ROOFS.LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR FC(PARALLEL TO GRAIL= 2510 PSI 2900 PSI SIDE CONNECTIONS SHALL BE MADE WITH #10 SELF TAPPING SCREWS OR FOR EACH PARTICULAR LOAD. SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMINJ OF NEW WELDED WITH 1 12" LONG WELDS AT A MAXIMUM SPACING OF 3'-0" ON TYPE 1 PORTT AND CEMENT CONFORMING TO ASTM C150.LW CONCRETE SHALL AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FV= 285 PSI 290 PSI CENTER.IN LIEU OF PUDDLE WELDS,POWDER ACTUATED FASTENERS HAVING - 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL E= 1,903000 PSI 2,000,000 PST THE SAME CAPACITY AS THE SPECIFIED PUDDLE WELDS, MAY BE USED. ENGINEERING OF THE FORM WORK,SHORES AND RE-SHORES,AS WELL AS ITS LOADS, FASTENERS SHALL BE MANUFACTURED BY HILTT, INC. OR AN APPROVED CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ALL 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE EQUAL SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL T O THE No. Issue Da CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GLADE 2 OR ENGINEER INDICATING FASTENER DATA INCLUDING SIZE VS.STEEL SUBSTRATE LICENSED IN THE STATE OF NEW YORK. 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BETTER FASTENED TOGETHER BY NAILING FOLLOWED ONLY BY PSL MUST BE INSTALLED BOLTING AS REQUIRED.MEMBER SIZES MATERIAL SPACING,CAPACITIES,INCLUDING DIAPHRAGM SHEAR CAPACITIES, AT THE POINT OF DISCHARGE AS FOLLOWS STALLED AS A SOLID MEMBER NOT METHOD OF INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF 7. THE METHODS PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE 3. WOOD SILLS TO BE 1(2 x 6)A.C.Q.LUMBER WITH 12"DIA.ANCHOR BOLTS 12" BUILT-UP. INSTALLATION. - O1 HD PLAN SET 06.30.,' RESPONSIBILITY OF THE GENERAL CONTRACTOR.THE GENERAL CONTRACTOR a RAMPS AND SLOPING SURFACES -3"MAXIMUM LONG MINIMUM AT34'-0"O.C.AND 1'-0"AWAY FROM CORNERS. SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE b.FOUNDATION CONCRETE-3"TO 6" 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. e.ALL OTHER CONCRETE-3"TO 5" 4. PROVIDE DOUBLE HEADERS, AND TRIMMERS, AND FRAMING AT ALL STAIR 3 MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF MEMBERS DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR 02 GARAGE PERMIT SET 09.13.: CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS DESIGNATED AS LSL MATERIAL SHALL BE AS FOLLOWS: ROOFING IS TO BE PLACED. PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 5. MIXING,TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO ACI RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING TRIDER ALL 1.3E LSL 1.5E ISL1.55 LSL BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO 301. PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. FB= 1700 PSI 2250 PSI I.5 5 PSI - 03 GARAGE PERMIT SET 05/08/., APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. FC(PARALLEL TO GRAIN)= 1400 PSI 2325 PSI 2050 PSI 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE 5. BRIDGING TO BE EITHER SOLID OR 1 x 3 OR 18 GA CROSS BRIDGING&NOT TO }FC PERPENDICULAR AI GRAIN)=680 PSI 775 PSI 800 PSI 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT POURS.ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS EXCEED A MAXIMUM 8'-0"O.C. JFC400 PSI 400 PSI 310 PSI 04 GARAGE PERMIT SET 08/24/,' DOCUMENTS.REFER TO THE ARCHITECTURAL,MECHANICAL,ELECTRICAL AND WITH VERTICAL BULKHEADS.THE LOCATIONS OF THE CONSTRUCTION JOINTS E= 1,300,000 PSI 1,503000 PSI 1,550,000 PSI PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL 6. ALL NON-BEARING INTERIOR HEADERS TO BE 2 (2 x 6)UNLESS OTHERWISE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE NOTED. 4 MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION _ 05 GARAGE PERMIT SET 11/28/,' DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING STRUCTURAL ENGINEER,SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS FROM THE ENGINEER OR REINFORCEMENT,UNLESS OTHERWISE NOTED.THE LOCATION OF SLEEVES OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL 7. ALL INTERIOR HEADERS SHALL BE(2)2"x 8"UNLESS OTHERWISE NOTED. OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND O6 PRELIM PERMIT SET 04/18/,' STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. VERIFICATION. S. ALL STRUCTURAL WOOD SHALL BE KEPT 2"CLEAR FROM CHIMNEYS. 9, SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 9, JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL STRUCTURAL STEEL SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. SACKS OF CEMENT PER CUBIC YARD.NO FLY ASH SHALL BE USED IN ANY LOAD CARRYING CONDITIONS,ETC.TO BE BY AN APPROVED MANUFACTURER 1. STRUCTURAL STEEL MATERIALS AND WORKMANSFJIP SHALL BE IN - 07 PERMIT SET 08/18/,' CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q.USE NEW ACCORDANCE WITH THE LATEST AISC " ALLOWABLE STRENGTH 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/-1.5 PERCENT. DOUBLE DIP GALVANIZED FRAMING HARDWARE.. DESIGN(ASD)SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 08 . GARAGE AMENDMENT 09/02/, THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL 10. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE•'IED WITH 2 MATERIALS: SLOTS,PIPE SLEEVES,ANCHOR BOLTS,ETC.AS REQUIRED FOR MECHANICAL FRAME CONNECTIONS. 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TRADES BEFORE CONCRETE IS POURED;THESE ITEMS ARE TO BE INSTALLED BY WIDE FLANGE SHAPES: ASTM A992 GRADE 50 10 PERMIT SET 09/15/., TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. GENERAL CONTRACTOR.SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED 11. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (IEFER TO AMERICAN STANDARD SHAPES,ANGLES BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW CONSTRUCTION DETAILS). PLATES AND BARS: ASTM A36 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. AND VERIFICATION. STRUCTURAL STEEL TUBING, 12. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUB WITH A RECTANGULAR AND SQUARE ASTM A500.GRADE B(FY-46KSI) 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON DOUBLE KING STUD AND A DOUBLE SILL PLATE. BOLTS ASTM 325 ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. ANCHOR RODS ASTM F1554,GRADE 36 ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 13. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATLD WOOD WELDING ELECTRODE ASTM E70XX,LOW HYDROGEN - 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. SHEAR CONNECTORS 3/4"Ib ASTM A•108 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY THE SAME DEVIH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL OTHERWISE SHOWN. 14. FIRF,BLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR SUPPLIER,ETC.IN LIEU OF PREPARATION OF SHOP DRAWINGS,SIGNIFIES HIS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING ATID FLOOR CONNECTIONS EQUAL IN VALUE TO TIIE LOADS SHOWN ON IEEE DISC SAFE ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. OF OBLIGATES HIMSELF TO ANY JOB EXPENSE,REAL OR IMPLIED,ARISING DUE TO DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED NOTED.LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE (E F{� ANY ERRORS THAT MAY OCCUR HERE ON. CLOSER THAN THEIR DIAMETERS ON CENTER.ALUMINUM CONDUITS SHALL DIMENSIONED WOOD FRAMING NOTES: a ALL BEAMS WITHOUT STUD SHEAR CONNECTORS=+35% - g,• rO�Qjr NOT BE PLACED IN CONCRETE. b.ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. ME1 THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED c.ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% ,. PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLE � REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS SUPPLEMENTS AND IN THE 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. AS FOLLOWS: d.ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% " ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 70 WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP JOISTS,RAFTERS AND STUDS: THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS - O 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE DRAWINGS. DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO.2. THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY m ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. FB(BASE)=850 PSI WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO FV(BASE)=180 PSI CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING E(BASE)=1,600,000 PSI OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER SUBMISSION OF CONCRETE TEST MIXES.SHOULD HE FAIL TO 4. THE USE OF THE CUTTING TORCH TN THE FIELD WILL NOT BE PERMITTED. �a�` SSIONA�' FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS 2 THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONI ECTIONS - RESPONSIBILITY AND LIABILITY THEREFROM. CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT THE TIMEOF 5. ENDS OF,BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES INSTALLATION OF 19%OR LESS. REDUCE STRENGTH BELOW REQUIRED VALUES. 18, CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL 3 JOISTS OR RAFTERS ARE TO BE INSTALLED WITH"CROWN"UP(I.E.POSITIVE 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE REINFORCING STEEL CAMBER)AND WITHIN 12 INCH OF STRAIGHT,END-TO-END ALIGNMENT. PLACED AT TIM MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE CERTIFICATE OF OCCUPANCY. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM 4 SEVERELY DISTORTED(TWISTED,BOWED,CUPPED,CHECKED,ETC.)LUIvBER STIFFENERS. - 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE SHALL NOT BE USED. ABOVE AND OTHER CODES,PUBLICATIONS,SPECIFICATIONS AND DRAWINGS REINFORCEMENT,ASTM A615,STANDARD SPECIFICATION FOR EPDXY-COATED 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN Scale: AS NOTE CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR 5 NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS ORR.A, RS ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING GOVERN. FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT BE SOCIETY.NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE _ BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NCT OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS Date: 10/2/20,' 20. ANY SUBSTITUTIONS OR ALTERNATES(DETAILS,MEMBERS,ETC.)MAY BE USED WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE APPROVED BY THE STRUCTURAL ENGINEER WITH HIS STAMP OF APPROVAL OR - IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY.ALL WELDING IS - FOR REVIEW AND ACCEPTANCE IS GRANTED;HOWEVER,THE ENGINEER SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH,UNLESS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR OTHERWISE NOTED ON PLANS. REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE,AND THE RULES SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185(70,000 AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE PSI MINIMUM)AND SHALL BE SUPPLIED IN FLAT SHEETS.ALL WELDING WIRE 8. WHERE STEEL MEMBERS ARE REQUIRED T 0 BE SPLICED AND/OR WHERE NOTED _ RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS ATE ENDS AND SIDES M.C.ON DRAWINGS,THE CONNECTION SHALL BE MADE TC)DEVELOP THE FULL ST R U CT U RA AND TIED SECURELY,UNLESS OTHERWISE NOTED. L NOME. STRENGTH OF THE SECTION.SUCH CONNECTIONS SHALL NOT INTERFERE WITH 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE 3. REINFORCING AND WELDED WERE MESH FOR SLAB ON GRADE SHALL BE ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. & DETAILS DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. _ MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS DIRECTION. DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO INDICATED. REINFORCING UNLESS OTHERWISE NOTED. 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. S001 J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L VAPOR RETARDEDSEE PLAN FOR _ FIRST POURR�_SECOND POUR 24"EDGE LAP,OMIT ATEXTERIORSLABS REINFORCEMENT SEE PLAN FOR I SLABONGRADEMIEEPLAN PROVIDE CONT.CHAIR ATV O C. SLAB THICKN ESS FOR REINFORCEMENT - dAX TO MAINTAIN REIN FORCEMENT AT ELEVATION SHOWN g 1/4"PREMOLDED TONGUE °•,g 0.$„ STOP REINFORCEMENT - ROOVE JOINT AT EACH SIDE KIELY V.11HE1 FRAMING,SEE PLAN '.��., ,. x-+•- x -x•--'-+,.. • xj;ANC1. r '0 RESIDENCE q"'PREFORMED EXPANSIOi "U MATERIAL ?F #5 DOWEL AT 18-o.e.W/O 0-1a'HOOK 7 *LAN _ _ i•I CONT.#5 HOR¢ONTAL GRANULAR SUB-BASE (2)-TOP AND BOTTq/ 'REFER TO GEOTECH. T- • b(4 KEY T.RSTOP ANDNATURAL"CUrGRADE REPORT OR B"MIN. CONSTRUCTION JOINT DETAIM OR COMPACTED SUB- GRADE NOTES: ON GRADE, b HORIZONTAL QFORCONNECT P.T.PLATE TO CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETE • FOUNDATION SHELF W/ TYPICAL SLAB ON GRADE DETAIL OPERATIONS ARE TO BE INTERRUPTED.CONSTRUCTION JOINTS ECT P.T.PLATE TO 3)#5 BAR CONT. BOA LONG O oCHOR MAY ONLY BE USED AT LOCATIONS SPECIFIED FOR CONTROL FOUNDATION SHELF W/ JOINTS,SEE SLAB PLAN AND DETAILA 0x5' LOCATION • AT XV'LONG ANCHOR BOLTS BOTTOMFOOTING 16045 MAIN ROAD . EL..=SEE PLAN a-6" 0'-8' 0'fi t!5 AT 78"0.0.HORIZONTAL #5 AT 1 To.c.BOTH WAYS VERTICAL.BAR AT 18"ox- - WRAPW.W.F. AROUND (2)-#SCONT.TOPANDBOT`OM #5DOWELATIrO.C.W/0'-rHOOK MATTITUCK SAW CUT WHERE SLAB LEFTR DIAMETERS WITH I NY 11952 EXPOSED,FILL WITH APPROVED STOP REINF,SHORT OF 7•-0. CONT.04 NOSING BAR r o.c. LAP LAP 48 48 BA BABARB JOINT FILLER IN ACCORDANCE WRH #5 DOWEL AT 1 a JOINT AT EACH SIDE MIN EDGE WITH 114"RADIUS TOOL • MAN UFACTER'S INSTRUCTIONS 2x4 KEY 2x1 KEY -- I. �::�. - - •' •::i� _ �^ /1 GARAGE - :4,.. 314"=1'-0" • - •--"-•-• 1 •• •+••• (3)-#5 CONT.BOTTOM OF FWTING --I- Architect-S Not.S I-I1 _ #5 MORIZONTAL13AR C IToc. 4 III=1 I i l-1 0 - _ (3W CONT _ - -1 I a 0 T F. P. • • #5 CONT HORIZONTAL BAR 1ro.a TYPICAL CONTROL JOINT DETAIL TYPICAL STEPPED SLAB DETAIL - 51 I - - w o w 0' W_r 0'-6" WrTOM OF Foo"n NG NOTES: N I ''-e" EL SEE + °-10' °'�' CONTRACTOR RESPONSIBLE -SAW CUT IS TO BE PERFORMED NO LONGER THAN 12 HOURS '-t0" FOR VERIFYING ALL AFTER THE CONCRETE IS POURED,REFER TO ACI 301. SIMPSON PO$T BASE 11 O ANCHOR BOLTS .AFTER CUT SPACING @ 24-36 x SLAB THICKNESS IN INCHES EMBEDED 6'W/ ENSIGNS IN FIELD. SIMPSON SET XP EPDXY /1 TYPICAL SLAB ON GRADE DETAIL TYPICAL FOUNDATION WALL DETAIL @ - LJ- _j'_0 n§OG z 1r+a SOHOTUBE TYPICAL FOUNDATION WALL AT SHELF 13/4"=1'-0" t� n W4 AI 1'-0" i O {3}#6 DOWELS AT CENTER a W/W-W HOOK LINE N PROVIDE(2)•318"STIFFENERS BEAMCOLUMN/PIER/OR GRADE ONE EACH SIDE - FOOT TO BE CENTERED ON � FOOTINGS GIRDER BEARING POCKETS No. III STEAM BEAM. Issue Da COLUMN/PIER/OR GRADE § SEE PLAN FOR SIZE AND LOCATION BEAM FLOOR FR/WING AFTER BEAM IS INSTALLED 01 HD PLAN SET SEE PLAN FLOOR FRAMING,SEE PUN w w I I I FILL PocKEr soup - 06.30.: PIER/COLUMN U W REINFORCEMENT IF REp'p WITH CONCRETE BEARING POCKET DEPTH I'XI 02 GARAGE PERMIT SET D4 IFA SONOTUBE FOOTING DETAIL z w FOOTING TOPyl X BEAM WIDTH♦6•W/(2)•e/6"o 09.13. ~w I I I I REINFORCEMNTIF REO'D, 3/4"=1'-0" A36 THIRD.ROD$Xr LONG W1 SEE SCHEDULE STD.HOOK 03 GARAGE PERMIT SET 05/08/ _ r MAX SHRINK GROUT -' � �- � � •- � ?JL BLOCKING AT I6"o.c. BOTTOM��TOP AND 66 BAR B J �T10ANS TYYP. FOUNDATION WALL 04 GARAGE PERMIT SET 08/24/: -� �.- .. I"TYP. CONNECT P.T PLATE TO o: U FTG BOTTOM REINF., FOUNDATION SHELF W!''0xY 05 GARAGE PERMIT SET 11/28/4 SEE SCHEDULE LONG ANCHOR BOLTS Ar T-Wo.c. e c SEE LAN BOTTOM F FTG.EL., OPENING 114 1114 TOP OF WALL SECTION (2)46 TOP AND BOTTOM S'TYP. 06 PRELIM PERMIT SET 04/18/: 1.SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS JOISTS PARALLEL TO WALL. 2x4 KEY NOTE'0 r WALL DEPTH,PROVIDE FULL DEPTH POCKET 07 PERMIT SET 08/18/. Isolated Footing Schedule AND FILL WITH GROUT UPON INSTALLATION OF BEAM - Allowable Axial FoundationReinforcement • Type Mark Load Length Width Thickness (Lengthwise I Widthways)I Additional Info. 08 GARAGE AMENDMENT -x-x LAG N BAR$ 09/02/• x (2}BARS EACH FACE OF 2)#5 BAR.AT EACH _BEAM DETAIL F2 8.0 kip 2'-0" 2'-0" 1'-0" (3)-#5 1 (3)-#5 90d HOOK @ END WALL/T8B OF$LAB.FOR FACE OF WALL(T&B OF SIZE,SEE NOTE 1(TYP.) §LAB 3/4"=1'-0" 10 PERMIT SET F2.5 12.5 kip 2'-6" 2'-6" 1'-0" (3)-#5 1 (3)#5 90d HOOK @END • LATERIAL FORMED EXPANSION - 09/15/1 F3.0 18.0 kip 3'"0" 3'-0" 1'-0" (3}#5 1 (3)-#5 90d HOOK @ END (3}#s R. F3.5 24.5 kip T-6" 3'-6" 1'-0" (3)45 I (3)-05 90d HOOK @ END TYP LAP p'$ ONT #5 HORIZONTAL BAR @ IT o.e. NOTES: TYR.LAP F4.0 32.0 kip 4'-0' 4'-0" 1'-6" (6)-#5 I (6)45 90d HOOK @ END BOTTOM OF FOOTING ° csSEE NOTE 1 SEE NOTE 1 F4.5 40.5 kip 4'-6" 4'-6" 1'-6" (6}#5 1 (6)-#5 90d HOOK @ END EL•SEE PLAN REINFORCING.ADDITIONAL USE SSG SIZE SHALL MATCH HORIZONTAL AND VERLTK'AL F5 50.0 kip 51-0.1 5'-0" V-6" (6}#5 I (6}#5 90d HOOK @ END -1'8 2.DETAIL APPLIES ATOPENINGS GEIr AND LARGEILASI{tAt DETAl MAY BE USD ATF5.5 60.5 kip 5'-6" 5'-6" 1'-6" 8-#5 8-#5 90d HOOK@ END CIRCULAR OPENINGS IrAND LARGER, - NOTE: 3 COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECIIUNLCAL CORNER BAR SIZE AND 1)ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOORING-FOR OFFSET FOOTINGS FURTHER DRAWINGS. SPACING TO MATCH CALLCULATIONS ARE REQUIRED. HORIZ REINF. cr 2)MINIMUM BASEPLATE SIZE IS TO BE 1'4'x1'-0"x314', 5 TYPICAL FOUNDATION WALL DETAIL ' 314"=1'-0" n_TYPICAL FOOTING DETAIL TYPICAL SLAB/WALL PENETRATION OF M w y0 3/4"=1'-0" DETAIL T 3/4'=1'-0" J.+NII (2)64 BARS TOP AND ATCORNERS BOTTOM ATINTERSEcnoNS 1:01 BOTTOM Second Pow Flat Pow LAP • • • S E NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3,4 AND 7 �Z� 4v FACE OF WALL AT JOINT.SEE NOTE 7 ` T-0"LAP SPLICE rH"MIN. FlELD HOR17 d VERT. CENTER CONSTRUCTION KEY OI WALL Q 94' HAUNCH AND WOOD STUD TYR AT WALL WALL REINFORCEMENT 6" r 05T0 t BEARING WALL,SEE PLAN a AND FTG. 2''P BOT.HORIZ.WALL4 Ir SHRINKAGE CRACK REINFORCEMENT SSI ONP T.O.OPENING fi - r SEE ARCH m- i - 0.17T'0 SHANK GALV.PA.F.'S - AREAWAY DRAIN W/11"EMBED.AT 2'-0"O.C. ��- - - - P.T.SILLt m #4a 1r O.C. • BASEEEARCH - ._ ��--�- 2x4 KEY CONT CJ)9 •- } - -- PIER,IF REQUIRED BOTTOM 1 CONSTRUCTOR JOINT CONTROL JOINT ' 2 SOIL BEARING FOOTING REINF. OTE: Scale" AS NOTE • ,i CROCK BEARING 1. ALL BAR SPLICES SHALL BE CUSS"B'LAP SPLICES WITH 66 BAR DIAMETERS MINIMUM Date: 10/2/204 i TOP REINF.IF REDID. - L w• SEE FDR.WALIJFOOTIHG 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SMALL NOT BE POURED IN CONTINUOUS = SECTIONS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. S 2'-lY' • • • • • F Q 'E 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS HE NOTED ON PLAN. (2)-#5 CONT.BOT. h •PUCE LOWER FOOTING FIRST 4. AT CONTROL JOINT,PROVIDE BEVEL JOINT T110 INTO WALL SURFACE BOTH SIDES.STOP ALTERNATING HORIZONTAL REINFORCING BARS 6'SHORT OF CONTROL JOINT. °� 'r p` �3 _ S. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. STRUCTURAL NOTE r.,\TYPICAL HAUNCH SLAB DETAIL BOTTOM OF FOOTING ° °,$ uLL 6. VERTICAL REfNFORCWGANWR SUPPORT BARS NOT SHOWN FOR CLARITY. Do 3/4"=1'-O" EL•SEE PLAN 7. PROVIDECAULKINGATJOINTIFREQUIREOSEESPECIFICATIONS. V R � DETAILS t'S h STEPPED FOOTING DETAIL " 3/a"=1'-0" CONCRETE WALL CONSTRUCTION - /1 TYPICAL AREAWAY DETAIL CSLETAIL 9 �u"_4.s• l l 3/4"=1'-0" 5002 J I I I I I I I I I I I 1 I I 1 I i I I I I I I f I I I I 1 I L KIELY RESIDENCE ROOF BEAM,SEE PLAN LOCATION CONNECT ROOF BEAM TO TOP OF POST W! (2}SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ALTERNATE SIDES POF POSTOSTTO { 1/2'9 A307 THRU-BOLT 16045 MAIN ROAD CONNECT ROOF POST TO ,�, A W/WASHERS DESCRIPTION OF BUILDING ELEMENTS GUAMT(fY6TME SPACWGOF FA87E+ER3 — POST/STUD BLOCKING .;p. WOOD POST,SEE PLAN 3 6' 1'-4- ROOF FRAn�NG FOR SIZE ] MATTI TU CK BELOWW/CS16SIMPSON AND LOCATION a MULTIPLE MEMBERS, RAFTER TO TOP PLATE,TOEN)UMM eo PER RAFTER__ NY 11952 COIL STRAP w D SEE PLAN FOR SIZE 6 CEILING JOISTS TO PLATE,TOE NAAED CJ7 ea PER JOIST F QUANTITY J CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)184 EACH LAP CEILING JOLST.LAPS OVER PARTITIONS,FACE NAILED IS)+ea EACH LAR CONNECTTOPSOF J Ly COLLAR BE TO RAFTER,FACE"LED 3)Ba PER TE z RAFTERS ON R)ee EACH END "' 112"0 A307 THRU-BOLT W! RIM 80AR TO RAFTER,TOE NAILED — OPPOSITE SIDE OF A RIM BOARD TO RAFTER,END NAILED v RIDGEW/SIMPSON WASHERS@16'O.C.W/ ROOFRAFTERSTORDGE u)1°Q EACH ENO LSTA30 STRAP (2)®EACH END TOE NAL J+ea R RAFTER Architect's Notes ROOF RAFTER ANDROOF FACE NAR (T PER RAFTER BLOCKING TO MATCHSHEATHING.SEE PIAN FOR WALL FRAM410 WOOD POST ABOVE SIZE AND THICKNE:S, TOP PLATE TO TOP PLATE FACE NAILED tea PERFOOT CONNECT CRIPPLE TO RIDGE BEAM,SEE RESPECTIVELY,AN)ARCH, TOP PLATESTUDTQSR LAPS TCORNERSAND INTERSECTIONS. J+ea EACH SIDE HEADER WITH SIMPSON PLAN FOR SIZE DWGS.FOR PITCH n MULTI MEMBER CONNECTION DETAIL F ENNLEO +� e'O.C. ONG MTS30 TWIST STRAP DFACEN 3/4"=1'-O" TOP ORSOLE PLATETO STVD.END NNLED 2+8a/y f6a PER2,1/PERLfi BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED ,ed PER FOOT CONTRACTOR RESPONSIBLE 2 CONNECT HEADERlBEAM STUD TO SOLEPUTE TOE NAILED mOR lee PER FOOT TO POST/JACK AND KING UBLETOP PLATES DNA E ly)16a + DD. FOR VERIFYING ALL STUD W/SIM SON STRONG DIBLOCKING SIMSON STRONGTE HHUS JOINTS,FACE NAL M UPUBLE TOP PLATE$, PED AREAUM $OFFSETOF END m+� TIE HH HEADER HANGER BETWEEN FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS INJILYUPHEADER TM PIECES WITH Ire SPACIII! DIMENSIONS IN FIELD. r., RAFTERS LVL GIRDER APPLICATION FACEMOUNT HANGER IT7 CONTINUOUS HEADER T0STUD,TOE NAILEDCONNECTA� • �y FORTJIAPPUCATION CONTINUOUS HEADER TO STUD,MO PIECES lea +8'O.C.ALONG EACH EDGE — NOTES: l TOP OF WALRAF VI TO FLOORFRAwLG , ALL STRAPS SIMPSON INDICATED ARE TSI2TWIST STRAPS SII JOLST TO SILL OR GROER,TOE HALED Qe0 PER IT TYPICAL, BRIDGING TO JOIST,TOE NNLED EACH END UNLESS OTHERWISE LVL GIRDER SEE PLAN � I' JOISTSEEPLAN BLOCKING TO JOIST,TOE NAILED yea EACH END NOTED ON PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED EACH BLOCK TJI LEOGERSTRIP TO REAM ACE-NALED EACH JOIST JOISTONLEOGER TO OEM(TOE HARED) IS Bd PER JOIST SEE PLANS FOR HEADER WAUSHEATHING BAND MST TO JOIST END NAILED 3)+4a PERJOIST SIZE AND LOCATION SEE PLAN FOR BAND"ST TO SILL OR TOP PLATE OE NAILED FOOT GIRDER SIZE )+ea PER SOL EP T W FACE NAL 180 +ro.c. N0. ISSUE Da ' STRVCTVRAL PANELS ea ,r•N-O.0 TYPICAL WOOD BEAM/POST TYPICAL GIRDER TO GIRDER/JOIST FASTENER SCHEDULE FOR STRUTURAL O1 HD PLAN SET 06.30.,' rLSTRAPP10 G DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 4 DETAIL — r1 MEMBERS 3/4"=1'-D" 314"=1'-0" 3/4"=1'-0" 9/4"=1'-0" WALL SHEATHING PANEL,SEE 02 GARAGE PERMIT SET 09.13. WALL SHEATHING PANEL,SEE PLAN PLAN SAILING NG NAILING EDGE _ O3 GARAGE PERMIT SET 05/08/ _ SHEATHING PANEL EDGE NAILING PER NAILING NAILING PER NAILING SCHEDULE SCHEDULE SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLO DOWNS DOWNSATALL SEE SCHEDULE AT ALL SHEAR WALL END SIMPSON A34 FRAMING ANGLE SHEARENDPAL SEE POSTS,SEE SCHEDULE 04 GARAGE PERMIT SET 08/24/', CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE CONT TIMSERSTRAND TO END • MATCH FLOOR JOIST MATCH FLOOR JOIST SCHEDULE ANCHOR HOLD DOWN DEPTH DEPTH III'! SHEAR WALL END POST, TO THE TOP FLANGE SEE PLAN FOR JOIST SIZE AND SEE SCHEDULE OF STEEL BEAM WJ 05 GARAGE PERMIT SET 11/28/,' SEE PLAN FOR JOIST SIZE AND NAIL BOTTOM AND �_�' SPACING — SPACING SHEATHING THREADED ROD NAIL BOTTOM AND SHEATHING TO BLOCKING PER NAILING SHEATHING PANEL EDGE r',,,� TO BLOCKING PER NAILING SCHEDULE NAILING PER NAILING THREADED ROD jSCHEDULE SHEATHING PANEL EDGE CONNECTINGO6 PRELIM PERMIT SET 04/18/,' NAILING PER NAILING SCHEDULE HOLD DOWNS SCHEDULE THROUGH FLOOR . SEE SCHEDULE sE;noNB 07 PERMIT SET 08/18/. SECTION A . SHEAR WALL END POST, SEE PLAN SEE PLAN STEEL BEAM, SHEAR WALL END POST, � 08 GARAGE AMENDMENT 09/02/: SEE SCHEDULE SIMPSON HOLD DOWNS AT 2x BOT.AND FLOOR SHEATHING. SIMPSON HOLD ALL SHEAR WALL END NAIL AND SHEATHING TO LVL SIMPSON HOLD DOWNS AT 2x BOT.AND FLOOR SHEATHING. POSTS,SEE PLAN BLOCKING PF,R NAILING W�SWATL/LLL ALLSHEAR WALL END NAIL AND SHEATHING TO LVL SCHEDULE END POSTS,SEE 10 PERMIT SET 09/15/ -_ POSTS,SEE PLAN BLOCKING PER NAILING B SCHEDULE — SCHEDULE (2)-2x TOP SOLID LVL (2)-2x TOP SOLID LVL BLOCKING LVL BLOCKING I BLOCKING AT FLOOR LEVELS AT STEEL BEAMS LVL BLOCKING BETWEEN IJOISTS BETWEEN IJOIST'S THREADED ROD CONNECTING HOLD i DOWNS THROUGH FLOOR,SEE _ THREADED ROD CONNECTING HOLD PLAN _ — DOWNS THROUGH FLOOR,SEE SIMPSON A34 FRAMING SIMPSON HOLD DOWNS PLAN SIMPSON A34 FRAMING g ANCHOR,PROVIDE(2)- AT ALL SHEARWALL END SHEAR WALL END POST, A ANCHOR,PROVIDE(2} SIMPSON HOLD DOWNS AT ALL SHEAR ANCHORS PER LVL SHEAR WALL END POST, POSTS,SEE SCHEDULE SEE SCHEDULE SIMPSON HOLD DOWNS ATALL SHEAR ANCHORS PER LVL WALL END POSTS,SEE PLAN BLOCKING SEE SCHEDULE WALL END POSTS,SEE PLAN BLOCKING ANCHOR HOLD DOWN WITH 2x BLOCKING,TYP.AT All TEDGE SHEATHING PANEL LVL BEAM,SEE PLAN THREADED ROD THROUGH SIMPSON HOLD 2x BLOCKING,TYP.AT ALL SAT NG SCkEDULE (3}PLY MIN. f ALL SH AgWSEESEE SHEATHING PANEL EDGE PANELEDGES MIDDLE PLY OF LVL BEAMPANEL EDGES NAILING AS PER SCHEDULESHEAR WALL END POST, LSHEATHING SCHEDULE WALL SHEATHING SEE PLAN EL,SEE PLAN DF NSHEAR WALL END POST, o PANEL,SEE PLAN � ��SEE PLAN SIMPSON HOLD DOWNS SILLATALL SHEAR WALL END SEEPLAN DRILL AND SIMPSON HOLD DOWNS P.T.SILL POSTSOF FDN.WALL OR EPDXY ANCHOR RODSAT ALL SHEAR WALL END TOP OF FDN.WALL OR NCH SLAB AT HOLD DOWNS 114"x S x S STEEL ATFOUNDATION POSTS,SEE PLAN HAUNCH SLAB PLATE RECESSED LEVEL,SEEDRILLED IN AND ADHESIVE ANCHORED ROD AT OD DOWNS HORAGE OF P.T. ` A DRILLED IN AND ADHESIVE INTO LVL BEAM SCHEDULE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT FND.LEVEL,SEE PLAN / FOUNIATION f SILL TO TOP OF FND. AT FND.LEVEL,SEE PLAN FOUNDATION /� SILLTO TOP OF FND. r — WeLI J WALL OR HAUNCH (,r WALL —/ WALL OR HAUNCH OR HAUNCH SLAB SLAB,SEE PLAN AT LVL SEAMS AT FOUNDATION LEVEL f OR HAUNCH SLAB SLAB,SEE PLAN 'C s� /(�'O TYPICAL SHEAR WALL DETAIL TYPICAL SHENR WALL DETAIL TYPICAL HOLDOWN CONNECTION R�FesstolA n PERPENDICULAR TO JOISTS PARALLEL TC JOISTS rLD3 TAILS 3/4"=1'-U" 314"=1'-0" 3/4"=1'-0" NOTES 1.HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR Scale: AS NOTE THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: A.AT SECOND FLOOR SHEAL WALLS,PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Date: 10/2/20, SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD SHEATHING PANEL NAILING PATTERN'A" NAILING PATTERN"B" SIMPSON HOLOOWNOF THE INDICATED DIAMETER. — S.AT FIRST FLOOR SHEAR WALLS,ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER.RODS SHALL BE DRILLED IN AND EPDXY ANCHORED ANCHORAGE P T.SILL DRILED IN USING SIMPSON SET EPDXY ANCHORING SYSTEM WITHT THE INDICATED EMEDMENT DEPTH. MARK LOCATION THICKNESS BOTH SIDES OF WALL TO TOP OF FOUNDATION WALLA SHEATHING PANEL BOT.AND FLOOR ANCHOR TO AND=PDXY END POST SCREWS HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION) ANCHORED /SOLID WOOD STUDS TOBLOCKINGILVL WALL BELOW EMBEDMENT POST SIZE(MIN) 2X BLOCKKINGING DEPTi MIN EXTERIOR WALL SCHEDULE AND NOTES STRUCTURAL REFER TO i+"0x1Y LONG ANCHOR (10}SDS 1l4# 9 3/4"=1'-0" — NOTES- PLAN SW-1 FRAMING 15I3Y N BOLTS AT 4'-0"o c Sd AT 6"O.C. 16tl AT 6"O.0 HDUSSDS2.5 516"9 ATR 10' 1Y2!(2}2x REFER TO gg SW-2 FRAMING 15/32' Y BOLTS LONG 0"o ICHOR Sd AT S O.C. 18d AT 6'O.C. HDUSSDS2.5 b/S"9 ATR 10" (10)-S(z} # & DETAILS PLAN REFER TO 3+°0x1Y LONG ANCHOR (10}SDS 1!44 SW-3 FRAMING 19l3Y N BOLTS AT 4'-0- 6d AT 6"O.C. 16d AT S O.C. HDUSSDS2.5 5X'0 ATR 10" 1f2/(2}2x PLAN 5003 I L 01 f ILY NEW 14'0 FOOTINGS,3'-0- RESIDENCE --------BELOW GRADE 3000 PSI CONCRETE V,/------------C)-7 --7-7 3-RISERS 0 6' 2-TREADS @ 13" ON 4'X4"POSTS F. 5/4x6 DECK BOARDS I ILOCATION 2x8 LEDGER BOARD 16045 MAIN ROAD MATTITUCK, NY 11952 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - — — — — — — — — — — — 4X4 POST/ Architect's Notes NEW HEADER 1-7/8"x 9-1/2"VERSA-LAM 2.1E 3100 PROVIDE*4 REBAR PROPOSED i DOWELS WITH 6' • UNFINISHED EMBEDMENTINTO 00 KITCHEN CRAWL SPACE EXISTING MASONRY 12' O.C.VERTICALLY I et, CONTRACTOR RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN FIELD. W 4X4 POSL L — — — — — — — — — — — — — — — — — — — — — 23 NEW 8"FOUNDATION WALL F_ — — — — — — — — — — — -- I ON 16"WIDE x B"DEEP REPAIR EXISTING REINFORCED CONCRETE FOUNDATION WALL AS I 1 IFOOTING NEEDED EXISTING UNFINISHED U No. issue Da 0 CRAWL SPACE Z 01 HD PLAN SET 06.30.' BATH - - - - - - - - - - - - - - - - - - - -I SEEP - - - - - - - - - - - _' -- 02 GARAGE PERMIT SET 09.13.'g - - - - - - - - - - - - V.- 03 GARAGE PERMIT SET 05/08/1, - - - - - - - - - - STEP MECHANICAL E> ROOM NEW 40 STEEL COLUMN 04 GARAGE PERMIT SET 08/24/,' 2'-O"x2'-O"x 12"FOOTING r 3000 PSI CONCRETE 05 GARAGE PERMIT SET 111281', 04 POST NEW DROP HEADER 7"x 11-7/8"VERSA-LAM 2.1E 3100 OR EQUIVALENT,END BEARING 2"MIN. I I I a I I I I I I 06 PRELIM PERMIT SET 04/181,' r 07 PERMIT SET 08/181, I UNFINISHED SUN ROOM CRAWL SPACE V! 08 GARAGE AMENDMENT 09/020 LIVING DINING EXISTING EGRESS 10 PERMIT SET 09/15/1, WINDOW if FINISOPEN HED (PREVIOUSLY INSTALLED) BASEMENT NEW FRAME HEADER 3-1/2"x 11-7/8'VERSA-LAM 2.1E 3100 OR EQUIVALENT PROVIDE*4 REBAR DOWELS WITH 6" FLUSH FRAME TO DROP HEADER USING — — — — — — — — — j EMBEDMENT INTO N FULL DEPTH"SADDLE"TECOS __ j EXISTING MASONRY 12" =.. 7 . V, ... : . I II O.C.VERTICALLY -- — — — — — — — — — — I II — — — — — — — — — — — - - - - - - - -- -- - -1 F-------— - ENTRY G, 0 FCtYER ut 4X4 POST 4X4 POST PROPOSED Z TqWrn- *0. 0 CRAWL SPACE z NEW 8'FOUNDATION WALL RQFst ON 16"WIDE x 8*DEEP REINFORCED CONCRETE FOOTING — — — — — — - — — — — --------- BELOW GRADE 3000 PSI CONCRETE 2x8 LEDGER BOARD _MAki ON 4x4_POSiS_ Er 5/4x6 DECK BOARDS Scale: AS NOTE 3-RISERS @ 6" Date: 10/28120,' 2-TREADS @ 13* T2)_ 11 FEA A SOl STRUCTURAL PLANS 2 SECOND FLOOR?OR�FR�MTG PLAN FOUNDATION/FIRST FLOOR FRAMING PLAN SCALEJ/4 1_0 SCALE / 4 S101