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HomeMy WebLinkAbout49241-Z TOWN OF SOUTHOLD Mf F01 � ` BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49241 Date: 5/15/2023 Permission is hereby granted to: Sm h, John 29330 Main Rd PO BOX 909 Cutcho ue, NY 11935 To; construct single-family dwelling as applied for per SCHD & ZBA approvals. At premises located at: 26745 Route 25 SCTM #473889 Sec/Block/Lot# 109.-2-13.3 Pursuant to application dated 2/22/2023 and approved by the Building Inspector.. To expire on 11/13/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,800.80 CO-NEW DWELLING $50.00 Total: $2,850.80 Building Inspect TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtownny.&ov Date Received APPLICATION FOR'-BUI-LDING PERMIT ar 11 r Office Use Only - PERMIT NO.. Building Inspector: OWN, FEB "`�""I�E 2 3 VERB Date: Y v ? e ) u "r., ,' i� y �rw iq Name: — ^ SUM#1000 / r Project Address: i Phone#: .. Email: Mailing Address: l .... q 4 �a, r ,r r p° �,, �p, v '� '.',�JI r Eu' ! �lr%y�Y 9 %h7r WIN �YdPr loi D � �+ ( rJ W � � P"1 Ily rel `,1 ��r ,i, all Name: , Mailing Address: .�� ,.� Phone#: "� r �. Email bp„,u.„ ty,Arva, u ,a�i . ,dr r� (,� �1.I�./„ww;�Ypr�%„'J�r„,”"J"t(o}':;./1(,II/rr16,w/il�11�7(}I)4r`..r Jr"rYu r ialrl�r(�J1Grr1...;r�`l l%������!1l��Owi/I;,Yw1Y�,r✓Nr`0J,"�.111',�,I,mP�,!r,rr7}.',rv(%lJ�/N.,f,�P'�rr7�a .,,,. r,9rr f V,Sti; ." Name: .�" Mailing Address: , " Email: Phone#: ".. �f _ 6.Yii'.".gip r„�:,,, ,,,-/.i,,.,„o�,nr:✓ ifl,ti.fi,..v,.;.,le 4L/!p ip..,r, (ly,,r. f.Kl�`r(,u H r. C m.. ,u../r(, re...., 1..,,-,,. r' �..! I ,�", 7 � ,,: r �:.�.�f.,, �, r -, r�', I ,CONTRA�d ,r FOf2 A ON✓�,I,� ��gl��� r �c��i�'�} a �i JJ �/ �,r , ��� r^r ri���r � f,ry �. �e,.�/7r„,�rG�G„�.(,neo ��U 4Y�,. Vur��rr�„d�an�;� �w`r,"or"x1V m�lr'��'`q'Nr�'l�(����9v4�o�+,i�/Yrr,l�rlJ°r,rAY'�w,l�,e sNvff;'/�r,i�,�i r.�t.,, �,,r/r.r0� ,.,�„�, D,<„� .,y: r ,.,,,rr„v; %t��r�)~rW�,r,”✓"�✓I��,r�rw::�sIP4 ,fv'nfa✓,7���± Name: Mailing Address: Phone#: Email 5 � w � uS�r w 66CRI'1 `CAw! P S �C111S R r. ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project* ❑Other el 262 Q Will the lot be re-graded? 2fes 0 N Will excess fill be removed from premises? 0�es L1 No 1 PROP r. s Existing use of property: Vrd ,4'W f Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to " r' - f� this property. C�Yes No IF YF , PROTIDE A COPY. � .,, ,�,., onl A,lr �.-, ,�U.,,. b, )or9;"i�/ i r1J,r"s"i'r"1'iN r9fi,r,-"r'N mr, i((r r"./'f';,F9t•„ �,g,,,+. .,d %/r,rr I/[ ru r%%r..y. /U /Fr /r r//i2-rp r ,'r /;ri q dF!r y/ }., i r /!/i�dF��l,� 1 e/r r�,��,�i�',���ri rv�r�,M r 1 clslv,,�/�.�+c��il! 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Sworn before me this day of A16 U-&T M &t✓A-,201” Notary Public ALAN GOLDBERG PROPERTY OWNER AUTHORIZATI''OI'JOTARY PUBLIC, State of New York No.01G06116688 (Where the applicant is not the owner) Qualified in Nassau County Commission Expires 10/04/2024 residing at do hereby authorize to apply on my behalf to the Town of Southold wilding Department for approval as described herein, Owner's Signat a Date Print Owner's Name 2 0 1 i E 0" PROPOSED(2)B'/X 8'ED. tJ 1,20. FU TOWNBUILDING OL DEPT LEACHING POOLS 1 y RIM-30.2 �INUI , 0 0 WV-26.3 6'rA W *0 w s vL .in av ® ' 3 5'M1N 5OA LEACH/NG PROPOSED 1,500 GAL, EXPANWON SEPAC TANK m Ln RVAMI- I2 i� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES INV-27.1 IN, 1,VV-26.6 OUT 66 IF 410 DR-18 PW O 2.T MIN. ItS a i — € N L Lai s SHED S FFOLK C tiTY EPAR VENT OF H L;1-I SERVICES 150, 70 s S 58'09'1 W ER:AIT I OR APPROVAL OF CONSTRUCTION FOR A NE76HBMNG NOTESKNELL PROPOSED 50.00' 1 SINGLE AMILY m5 D�NC�ONLY POOL PROPOSED 1. Lor AREA m 2.;557 SF. _ O w =-S me 2 THIS PLAN REFERENCES A BOUNDARY d TOROGRAPHIC SUR WY PREPARED J W FY EANWT A j BLDG _ t,1 BY BARRETT;BOVACCI k VAN NEELE,PC DATED OCTOBER 16,2020.INSTALLED UNDER O [] w O a_ 31.D 37 0 w 712121 - F N J. E7£YAnONs REtEe ro N.A.Y.D. 1988 g Y w WV-2"V-21L5 `E+. t Ci - . R-21-1162 BE RIIEWAY. a a`�a 31.0 Td O 4 SANITARY SYSTEM NOT TO i� 'V .Im if O w PA . Q C _ P- L.un 7 BASEWENr 0 sly FOR MAXIMUM sj 5 BEDROOMS S S IT IS THE APPUCANTS RE5PAVSIaUrY 70 MAINTAIN ADEQUATE SANITARY , DIS7ANCE BETWEEN ALL WATER SUPPLY AND SEWAGE DISPOSAL.FAOU77ES or}O O ( - 71F. ENTRANCE 7. WA TER L/NE(5J MUST BE INSPECTED BY THE SUFFOLK COUNTY DEPT.OF s. O T X LD a 1 F S3}:xRY - A/D ? Y' _ � �®YEARS - ��OM L�.r'�Tc a'� •' _ I 3 a a ST E rAlftY UDNN7 '�` ";,z}� . HEi0L1H SERY)CES CALL 852-5700,IB HOURS W ADVANCE, TO .� SCHEDULE/NSPEC770N(5)• U 1-a J 0 ° 50 LINE - ---_ B SEE PLANS DATED 3/15/21 BY JAMES TNCRN7LW ARowzECr P.0.FOR i Z __- ---- BU/LO/NO INFORMA 770N. PROPOSED U! N ORI ` --- 9. ALL SANITARY STRUCTURES SHALL BE COINSTALLED IN AND INSTALLIN ' ACCORDANCE WIN THE STANDARDS AND ScIECIRCA BONS OF THE SUFFOLK -. 31.a'A TEST HOLE B CQJNrY DEPARTMENT OF HEALTH SERI7CES -- 17 IQ ALL MA 7EA/ALS AND METHODS OF CONSIRUCRLSO'ON SHALL CONFORM 70 THE Z I -. OWNMOW STANDARDS AND SPEpFlCARLWS OF THE 7t7NN OF SWIHOKD AND THE 3 j Z � L - 1' SUFFOLK COUNTY DEPARTMENT OF HEAL 7H SERWCES PROPOSED - BRON//S1CT _ 11. PIPING MATERIALS SHALL BE AS SPECIFIED BELOW,UNLESS OTHERWSE O �� -- � M� (Ak) BOEe$ Now OV W."PIAN, _ J' BOTIOCCI 8, ROOF GRAIN PIPE-6'L1°P AP PIL'PIPE(O 1T MIN.) /{/��' - -- Van Weele7 K SANITARY PIPE -I-PAC PIPE �/ 287,00' WATER SEANCE-I"rPE K CO PER PIPE — -.... Engineers . Surveyors . Planners 12.ifMM:S SW ARE AN -b0V - - _L FEA7URE5 AND _._ �` _ �::3a 175A Canmeice Dma Ho -_- PALE(970MN WPauB^,NY 11788 A �€ ITC CCWMWTOR IS je%VWTEIT TO YER/FY THE - C" --- R� T631 A35.1111�`435,1022 L LTNXd AF ALL€W TO 1f v,w...h SAND(SO) 1J THERE ARE NO KNOINJ SURFACE WATERS W7N/1V 300'OF THE SUB,ECT S 0W'l 0" W 120.22' Tox Map: DISTRICT 1000 SECTION 109 BLOCK 2 LOT 13.3 PROPERTY. lI.POTABLE WATER jwusINFO RANO 150'OF THE SUB.ECT P,QOPFR7Y HA 4£ C��� AIN ROAD -. 26745 MAIN ROAD BEEN SRONN PER INFORMA PON F7TQI/SCWA. APPROX � Ai1Y a€bT'•3 I6". =v,—.—w—w— SCALE WATER � � .=gi 19 D" v, W 17' ,* CUTCHOGUE (MATTITUCK GREENPORT ROAD) NO GROUNDWATER TOWN 1, 5l6IPIK CQllMV HY g Aa (S.R. 25) ENCOUNTERED '_ - a. _r - Mme L0 OCLE saENCE SCDHS 1/6/2012 PLOT PLAN IN `CAW MAAO QEPIII M WA IDP ILNEN FEU ESTMA TEs Lw TER TO BE AT JI'OEPTN FCR I Inch - 40' IL sus"r w opzmrrsW. p APM202021 "Q1 O '0' � � 0,D C ' 1 E. 8 PROPOSED (2) 810 X 8' D. 0 ' 0'5 LEACH/NG POOLS ` R/M=30"2 c ' $50 /NV=26.3 .� 0,0 ts�1 1� O 'posoft � - 1 O 1 O GAL / / S 5'UJN„ 50Z LEACH/NG — , y PROPOSED 1,500 C EXPANSION — t SEPAC TANK N O 1 w a RIM-30.2i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES INV=27.1 IN, INV=26.6 OUT O 66 LF 410 DR-18 / 3t4 7 PVC 0 2Z MIN. Lu SIN O Irl,SHEO SNEO Un 150' TO z + "� �L�- NEIGHBOR/NG ' / S 58009'1 1 W NOTES I&ELL PROPOSED a 50.00, 1 Raaossw 1. LOT AREA = 25,557 SF. 0O U POOL 7C7IPMWATER DRYWALL 2. THIS PLAN REFERENCES A BOUNDARY& 70POGRAPH/C SURVEY PREPARED w CLEANOUT AT BLDG. C BY BARRETf BONACCI & VAN W£ELE, PC DA IED OCTOBER 16, 2020. (r p / y R/M=31.0 Ul 3. ELEVA770NS REFER 70 N.A.VD. 1988. > W� INV.=28.5 31.03 U1 " 4. SANITARY SYSTEM NOT TO BE INSTALLED UNDER DRIVEWAY. OO w—- 31.0 PA 770 ac114 6 d Li-Cn 5. /T IS 7HE APPLICANTS RESPONSIBILITY TO MAINTAIN ADEOUA7E SAN/TARY 0 J 752 y!�2 EN7RANCE11� BASEMENT U— D/STANCE BETWEEN ALL WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES. O=J J PROPOSED 1 O 7. WA7ER LINE(S)muss BE INSPECTED BY THE SUFFOLK COUNTY DEPT. OF X m< 3 2 STORY UNIT + 0 — " HEAL 7H SERVICES CALL 852-5704, 48 HOURS/N ADVANCE, 70 Q Q p , ANGLE FAMILY ON r U SCHEDULE/NSPECIION(S). C7 L W BASEM S) O 1 O LINE OU1—tZ ca DhYUING z 5 BEDROOM 8. SEE PLANS DATED 3/15/21 BY JAMES 7HORN70N ARCH/7ECT P.C. FOR " p z LEV W T BUILDING/NFORMA770N UCZEy Z N GF ELLir 31'0 DRW � 9 ACCORDALL ANCE W ZY THE STANDARDS AND SPXNSECRCA7701VS OF 7ARY S77?UC7ZIRES SHALL BE 4, D AND THE UFFOLK W 31 4 • ra 31.0 O ' TEST HOLE B COUNTY DEPARTMENT OF HEAL IN SERNCES 6 Dole 1 AS SCDHS COMMEN'7S DA IED 6 2 21 10. ALL MA 7ERIALS AND ME7HODS OF CONS7RUC770N SHALL CONFORM TO THE z I DARK BROWN By Revision 16.0 ELEV 30 0f �4rE1aN� STANDARDS AND SPECIRCA7701VS OF THE 719M OF SOUTHOLD AND THE Z ` LOAM 1• Dmigr Dra y: K Checked : A SUFFOLK COUNTY DEPARTMENT OF HEALTH SERNCES PROPOSED 11. PIPING MA7ERIALS SHALL BE AS SPECIRED BELOW, UNLESS OTHERWISE PROPOSED 100 �i S7ORMWA rER BROHfV�LT Barrett N07ED ON THE PLAN. O WATER SERVICE I o DRYW£LLS 31 Bonacci & ROOF DRAIN PIPE- 6'CPP OR PVI;PIPE(0 1Z MIN.) m' (P�B�/ SANITARY PIPE - 4"PVC PIPE 287.00' Van W@@�@� PC WA7ER SER NCE- 1' 7YPE K COPPER PIPE . . ��.. „�. .,.. Engineers • Surveyors . Planners �" off PALE BROWN OH 175A Commerce Drive Hauppauge,NY 11788 12. U77LI77ES SHOWN ARE AN APPROAMAnON FROM PHYSICAL FEA7Z/RES AND ` A VAILABLE RECORDS. THE CONTRACTOR IS DIRECTED TO VFR/FY 7HE MNE 70 T 631.435,1111 F 631.435.,1022 LOCA77OW OF ALL UTILITIES PR/OR TO BEGINNING *VRK. COARSE vh 16vpcxom 13. ,HERE ARE NO KNOWN SURFACE WATERS W17HIN 300'OF THE SUBzcr a SAND (SW) PROPERTY. S 5S na l 0 W 120.22 p: 1000 SECTION 109 BLOCK 2 LOT 13.3 Tax 14. POTABLE WATER WELLS W17HIN 150'OF THE SUBJECT PROPERTY HAV>: 0�" ��L Ma BEEN SHOWN PER INFORMA77ON FROM SCWA. w N R(DA ,F MAN ROAD SCAM�,1 APPROX. LOCATION OF EXISTING 16"9-0 �� GRAPHIC SC H 1 26745 WATER MAIN PER SWWA MAP 19-0L P ROAD) " w CUTCHOGUE CMA TTL,TUCK GREEN WORT R W D)�W_ NO GROUNDWA TER c �R;;, a' eli�l SOUTHOLD SUFFOLK COUNTY,NY 40 CY 20 AC7 1317 'tllq (S.R. 25) ENCOUNTERED < IESTHOLE BY McDON10ClENCE u I SCDHS/6112 IN 1LEjLONG ISLAND DEPIH 0 WATP NEMD(( II01I PLOT PLA N ESTIMATES Will 70P 70 BE AT.T1'AEPTN Fav \'k4^ M " 2021 B8v RC 40 o 1 inch it sive�cr Plaa�r?Tr ,,� Scale Project N 1 . AFtI �'" 1"= 40' A 120001 1 c / 6,T-2 - 13.3 REVISIONS 1 S 116 V� 2 3 4 l a� 5 l I 6 7 DRIYEIAY HATER GALGULATION5 8 DE516N FOR A STORM DRAIN SYSTEM SERVING A ROOF AREA OF: 2165 sq,ft 9 VOLUME REQUIRED (3" RAINFALL) 541.25 CU FT (I) V-O"O X 4'-0" H STORM DRAIN RING = Ibb.g GU FT 10 0� STORM DRAIN RIN65 REQUIRED(VOLUME REWIRED/25119 320 RING5 REQ RMER HERS STORM DRAIN RIN66 TO BE PROVIDED 4 0R O S At v REFER TO 51TE PLAN FOR LOCATION OF DRYIAELL5 NO\N vR , A �-PND AS & 13.6 0 . 5 8 � TN pM TAX 0 E N ROOF WATER CALGULATION5 S� 5 U� DESIGN FOR A STORM DRAIN SYSTEM SERVING A ROOF AREA OF: 2g86 sq ft 3 9° O (n VOLUME REQUIRED (3" RAINFALL) '146.50 w FT N Cp. (1) V-O X 4'-0" H STORM DRAIN RING = IbB.g CU FT PY STORM DRAIN RIN66 REQUIRED(VOLUME REQUIRED/231.1') 4.42 RINGS REQ Z OF v�.( 0� STORM DRAIN RIN65 TO BE PROVIDED 5 o Lu 5, R�G pR Sv R 125 g�j' _ REFER TO SITE PLAN FOR LOCATION OF DRYWELLS g Q z ZER PR W 5az � Lo PS'7,50 V 0 g 0 LQ �0 S Ln 3 z ALL UNDERGROUND PIPING SHALL BE 8" 0) DIAMETER(MIN)FOR ALL DRIVEWAY INLETS/ L7 Q Z NEW SEPTIC SYSTEM TO BE w I1, DRAINS&6"DIAMETER MIN FOR ALL ROOF Z 3 DESIGNED d DETAILED BY J r ( ) � - �' W Ul ' OTHERS O LEADERS.ALL PIPING TO BE "S.D.R.35 SEWER PIPE" g W W = u � � �.... (TYPICAL) Q W Z � � Z Q NEN DRY WELL SYSTEM FOR ROOF 0 PROVIDE SOLID CONCRETE COVER&DOME 3 O O 3 III �a WATER,SEE CALCULATIONS. EXACT --� LOCATION TO DETERMINED IN FIELD 0 `�' BASED ON EXISTING 517E X III=�11 z =1 =III o Q ' CONDITIONS - " -III-I GRADE 00 ~ P1TC11 =III= I=III STORM DRAIN RINGS O n s N L�J �f \ - - — -- �1 .Z, t-- ,_ -I i 11=1 I , , -1 11= o N I v ------ _ LL�� ---- ----- ---- s-o -� MIN. - - COLLAR MATERIAL, p Q u x o ;� Q rr=,= - ; I SEE NOTE BELOW ¢ z x o z =1 1= --------- - --- I El I 3 S 5 8 ° �� IJ- NOTE: BOTTOM OF ALL c) a E O I 0 1 0 W --� 0 =III=IIILi L III DRYWELL'S MUST HAVE -III-I 6'-0"PENETRATION INTO 50. 00 .- -� -- RATE ABLE MATERIAL0 �� STODW' RM DRAIN RIN ZC) GG� O ,r 7 NOTE: COLLAR MATERIAL 0- sb J SHALL BE COMPRISED OF SAND -� U &GRAVEL FILTER MATERIAL •' z t , _II-II i-III__. _� I j � ~� �o ¢w' -I-II I=II I 3-0 <• -=II _-1 I I _� CONTAINING LESS THAN 15%W0 FINE SAND,SILT,CLAY&1 DI A. � -I GRAVEL(SILT&CLAY e MIN.: MIN. _ FRACTIONS ARE NOT TO EXCEED t r S -III-I ® ® ® ® ® ® ® I�I-� I v Z O L1J I6'-0' �� III=III III=1 I- 5%) 0 0 -I III= I- GROUNDWATER rr J G - I J _ 0 = 21'-0" v p —III _I—III- N �- X U X III-III 4'-0!1 -0 V-a!no' •m III-III O�� 1=1 I 1= o 3 Q Q �j Q SEE CALCULATIONS v v Ln -III- 1=1 1=1 z H 0 U F- O �ry -1 11=1 1=1 1=1 11=1 11=1 I-1_I 1=1 1=1 11=1 11=1 1=1 1=1 1- 1=1_I I-z _ = Q I-1 I I=1 I I 1 I FRI I EI I I=1 I I-1 I -I I -1 I I=1 I d I -E I I-I - Z � �A Z � - - -1 I I-1 I I=1 I I-1 I I-III-1 1I60 - Q 0 W ;~ (� I6'-0" _ A U\ NEW ASPHALT DRIVEWAY o -P _ DETAIL@ TYPICAL Q DRYWELL Q _ 3 �' NEW DRY WELL SYSTEM FOR DRIVEWAY 0z v o„ WATER,SEE CALCULATIONS. EXACT NOT TO SCALE 6 .2 .0 7� 1 LOCATION TO DETERMINED IN FIELD u � .0 BASED ON EXISTING 51TE CONDITIONS x ONEW DRY WELL SYSTEM FOR ROOF 4 IC"WIDE "HEAVY DUTY"FLUSH TRENCH Q °O O w WATER,SEE CALCULATIONS. EXACT _ DRAIN TO CONNECT TO NEIU DRYWELL. LOCATION TO DETERMINED IN �� TRENCH DRAIN TO BE "WENAH FOUNDRY" FIELD BASED ON EXISTING 51TE DWi MODEL 'R-4SW-BX TYPE "P" OR U CONDITIONS APFROVED EQUAL.GRATE TO RUN FULL iDW��„ —1DVV' WIDTH OF DRIVEWAY,FROM CURB FACE TO 28 7. O O ' CURB FACE. CONNECT TO DRYWELL IN W r+ DRAINAGE AREA C Z W S 58 °09 ' 10 " W u Lo � SITE PLAN 120. 22 ' � � u SCALE: 1" = 20'-0" MAIN ROAD x N U H j (MATTITUCK GREENPORT ROAD � U 101 _. „20 40' (S. R. 25 PROPOSED SITE PLAN NOV O S 2021 BU,LDBNG DEPT DATE: 3/15/21 TOWN OF SOUTHOLD JOB# 21-157 SITE-1 REVISIONS r 1 GENERAL NOTES&SPECIFICATIONS DIVISION-13-SPECIAL CONSTRUCTION 2 ' DIVISION-01-GENERAL CONSTRUCTION DIVISION-14-CONVEYING SYSTEMS 3 DIVISION•21-FIRE SUPPRESSION 4 1. THE GENERAL CONDITIONS,AS WRITTEN HERE,SHALL APPLY TO THE CONTRACTOR AND ALL TRADES AND SUBCONTRACTORS HE MAY EMPLOY IN ORDER TO PERFORM OR COMPLETE THE WORK IN ALL OF ITS PARTS.IT IS ALSO INTENDED THAT THESE GENERAL CONDITIONS APPLY TO ALL MATERIALS UNLESS SPECIFICALLY NOTED OTHERWISE. DIVISION-22-PLUMBING 5 2. ALL WORK SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE(PUBLICATION DATE 2019),2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE(ECCCNYS-RESIDENTIAL PROVISIONS)AND THE REQUIREMENTS OF ANY OTHER CODES AND AUTHORITIES HAVING JURISDICTION. 1. ALL NEW WATER PIPING SHALL BE TEX"TUBING AND INSTALLED AS PER CODE&MANUFACTURER'S SPECIFICATIONS. 6 3. ALL WOOD FRAMING&ANCHORING ON PROJECTS LOCATED WITHIN THE 130 MPH WIND ZONE SHALL BE INSTALLED AS SPECIFIED IN THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO STORY FRAMED DWELLINGS 2. ALL NEW PLUMBING DRAINAGE AND VENT PIPING SHALL BE SCHEDULE 40 PVC ABOVE GRADE AND CAST IRON BELOW GRADE UNLESS OTHERWISE NOTED ON PLANS. (ANSIIAWC WFCM-2018)USING THE PRESCRIPTIVE DESIGN METHOD. 3. ALL NEW HOT AND COLD WATER PIPING SHALL BE INSULATED WITH 1/2"THICK ARMAFLEX JACKETS&LOCATED AWAY FROM EXTERIOR WALLS TO AVOID FREEZING. 7 4. ALL WORK SHALL CONFORM TO TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4. ALL NEW WASHING MACHINE INSTALLATIONS TO INCLUDE'WATTS INTELLIFLOW"SERIES A2C-M"AUTOMATIC WASHING MACHINE WATER SHUTOFF VALVE OR APPROVED EQUAL. 5. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE SUPERVISION OF THE UNDERSIGNED AND DO,TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE,INFORMATION AND BELIEF,MEET THE 8 REQUIREMENTS OF THE CURRENT UPDATE OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE.PLEASE REFER TO ATTACHED RESCHECK COMPLIANCE CERTIFICATE ELSEWHERE ON THE DOCUMENTS. DIVISION-23-HEATING,VENTILATING,AND AIR CONDITIONING(HVAC) 6. IF EXISTING STRUCTURES TO BE RENOVATED WERE CONSTRUCTED PRIOR TO 1978,CONTRACTOR MUST PROVIDE CERTIFICATION OF LEAD PAINT ABATEMENT,COMPLYING WITH THE EPA'S LEAD:RENOVATION,REPAIR,&PAINTING 9 RULE. 1. CONTRACTOR'S HEATING SUBCONTRACTOR TO PERFORM HEATILOSS CALCULATIONS FOR ENTIRE BUILDING AND REVIEW BOILERTURNACE SIZE AND REQUIREMENTS AND REPORT TO ARCHITECT,CONTRACTOR,AND OWNER ON 7. CONTRACTOR TO PROTECT ALL MATERIALS,EXISTING CONDITIONS TO REMAIN,AND NEW CONSTRUCTION AS REQUIRED BY GOOD CONSTRUCTION PROCEDURES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY RAIN ALL RECOMMENDATIONS.SPECIFY SIZE OF BOILERTURNACE IN BIDS. 10 OR INCLEMENT WEATHER DURING CONSTRUCTION. 2. DUCTWORK TO BE PROTECTED FROM DEBRIS&COVERED IMMEDIATELY AFTER INSTALLATION.HVAC SYSTEM IS NOT TO BE TURNED ON UNTIL COMPLETION OF FLOOR SANDING&TAPING,SPACKLING& SANDING OF GYPSUM 8. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING&MAINTAINING TEMPORARY TOILET FACILITIES FOR ALL WORKMEN. BOARDS WALL FINISH. 9. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING CONSTRUCTION TELEPHONE SERVICE FOR 3. INSTALL MECHANICAL VENTILATION IN EACH BATHROOM AND POWDER ROOM. (110 CFM MINIMUM) ALL TRADES IF ADEQUATE WIRELESS SIGNAL IS NOT AVAILABLE. 4. ALL LAUNDRY DRYERS TO VENT TO EXTERIOR.VERIFY LOCATION OF ALL VENTS WITH ARCHITECT OR OWNER PRIOR TO INSTALLATION. 10. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY.CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING TO INSURE PERSONAL SAFETY AND MINIMUM STRESSES TO STRUCTURE DURING CONSTRUCTION. 5. CROSS VENTILATION REQUIRED IN ALL ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES.TOTAL NET FREE VENTILATING AREA TO BE AT LEAST 1/150 OF AREA OF SPACE VENTILATED 11. PROJECT TO BE KEPT SAFE,CLEAN AND ORDERLY DURING CONSTRUCTION. CONSTRUCTION DEBRIS TO BE CARTED AWAY BY GENERAL CONTRACTOR AT APPROPRIATE INTERVALS IN ACCORDANCE WITH LOCAL REQUIREMENTS. AT COMPLETION OF PROJECT,GENERAL CONTRACTOR TO BROOM CLEAN ALL AFFECTED AREAS,VACUUM DUCTS,INSTALL NEW FILTERS ON HEATING AND AIR CONDITIONING SYSTEMS AS REQUIRED,CLEAN ALL WINDOWS,GLASS, DIVISION-25-INTEGRATED AUTOMATION SCREENS,AND SKYLIGHTS INSIDE AND OUT. EXTERIOR TO BE STEEL RAKED LEVEL AND ALL DEBRIS CARTED AWAY.CONTRACTOR IS RESPONSIBLE FOR ALL SITE CLEANUP RELATED TO CONSTRUCTION. 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING DUMPSTERS ON SITE TO ENSURE ALL GARBAGE AND DEBRIS IS CONTAINED AND REMOVED FROM SITE IN AN ORDERLY FASHION.DUMPSTERS TO BE PLACED IN A LOCATION APPROVED BY THE ARCHITECT OR HOMEOWNER PRIOR TO ARRIVAL TO SITE. DIVISION-26 ELECTRICAL 13. CONTRACTOR TO PROVIDE CONSTRUCTION FENCING AND EROSION CONTROL FENCING AS INDICTED ON SITE PLAN OR AS REQUESTED BY BUILDING INSPECTOR. 14. ALL LABOR,MATERIALS,AND EQUIPMENT TO BE FULLY GUARANTEED BY CONTRACTOR AGAINST DEFECTIVE PARTS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE.CONTRACTOR TO 1. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEC AND UNDERWRITERS LABORATORY REQUIREMENTS,ALL ELECTRICAL WORK TO BE CERTIFIED BY APPROVED INSPECTION AGENCY,PROVIDE CERTIFICATE TO BUILDING PROVIDE MANUFACTURERS'WARRANTY CERTIFICATES TO THE OWNER FOR ALL THE EQUIPMENT AND MATERIALS INSTALLED.SPECIFICALLY,THE SEALED MOTOR COMPRESSORS OF THE AIR CONDITIONING CONDENSERS WILL BE DEPARTMENT&OWNER. WARRANTED FOR A TOTAL OF FIVE YEARS. 2. ANY ALTERATION TO A BUILDING WILL REQUIRE THAT SMOKE ALARMS BE INSTALLED THROUGHOUT THE ENTIRE BUILDING,PROVIDE SINGLE&MULTIPLE STATION SMOKE DETECTORS&CARBON MONOXIDE DETECTORS AS 15. THE OWNER MAY ORDER CHANGES IN THE WORK WITHOUT INVALIDATION OF THE CONTRACT;SUCH CHANGES SHALL BE AGREED TO IN WRITING BEFORE SUCH CHANGES ARE MADE. REQUIRED BY CODE.ALL DETECTORS ARE TO BE HARDWIRED TO POWER SOURCE&INTERCONNECTED WITH BATTERY BACKUPS. 16. ANY CHANGE OR SUBSTITUTION TO THESE DOCUMENTS MUST BE ACCOMPANIED BY A WRITTEN CHANGE ORDER.CHANGE ORDERS TO BE NUMBERED,DATED AND APPROVED BY ARCHITECT,OWNER,&BUILDING DEPARTMENT. 3. ELECTRICIAN TO VERIFY EXISTING ELECTRICAL SERVICE&PANEL ARE SUFFICIENT FOR NEW WORK. CONTRACTOR TO INCLUDE IN PROPOSAL PRICE FOR UPGRADED ELECTRICAL SERVICE&NEW PANEL AS REQUIRED. 17. CONTRACTOR SHALL NAME THE HOME OWNER,ARCHITECT,&VILLAGE(IF APPLICABLE)AS ADDITIONAL INSURED ON CONTRACTORS LIABILITY INSURANCE. 4. ELECTRICIAN TO RE-LABEL ENTIRE PANEL BOX. 18. CONTRACTOR TO PROVIDE STANDARD FORM OF AGREEMENT BETWEEN OWNER&CONTRACTOR[AIA DOCUMENT A-XXX(AS SELECTED)]. REQUESTS FOR PAYMENT TO BE MADE USING STANDARD AIA FORMS OR APPROVED 5. FIRE CAULKING TO BE INSTALLED AT ALL PENETRATIONS THROUGH FIRE BLOCKING&DRAFT-STOPPING. a EQUAL. 6. CENTER OF ALL ELECTRICAL OUTLETS TO BE INSTALLED @ 12"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. 19. CONTRACTOR SHALL PROVIDE A WAIVER OF LIENS FOR HIMSELF AND ALL SUBCONTRACTORS AND SUPPLIERS AT TIME OF FINAL PAYMENT OR AS NEGOTIATED IN WRITTEN CONTRACT, 7. CENTER OF ALL SWITCHES TO BE LOCATED AT 42"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. W 20. DO NOT SCALE DRAWINGS!WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. Q 21. ARCHITECT HAS NOT BEEN RETAINED FOR SUPERVISION OR SITE INSPECTIONS.ARCHITECT'S ROLE ONSITE IS STRICTLY TO DOCUMENT CONSTRUCTION PROGRESS AND ANSWER ANY QUESTIONS RELATED TO DESIGN. DIVISION-27-COMMUNICATIONS p � M Ln Q Z > CLcow La DIVISION-02-EXISTING CONDITIONS DIVISION•28-ELECTRONIC SAFETY AND SECURITY Q = J La '- Lo < 1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND TO VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING BUILDING AND SITE.IF ANY DISCREPANCIES BETWEEN 1. ALL DOORS&WINDOWS OPENING MORE THAN 4"WITH DIRECT ACCESS TO A POOL WHETHER EXISTING,OR PROPOSED,SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND/OR ITS M Z U. CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS ARE DISCOVERED,THEY SHALL BE REPORTED TO THE ARCHITECT IN WRITING FOR CORRECTION.WORK DONE AFTER THE DISCOVERY OF DISCREPANCIES AND PRIOR TO SCREEN,IF PRESENT,ARE OPENED.THE AUDIBLE ALARM SHALL BE LISTED WITH UL 2017. THE ALARM SHALL ACTIVATE WITHIN 7 SECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS _, p C O •G WRITTEN APPROVAL FOR CORRECTION SHALL BE AT THE CONTRACTORS OWN RISK.NO ADDITIONAL COST WILL BE ADDED TO THE PROJECT DUE TO CONTRACTOR'S OVERSIGHT IN VERIFICATION OF EXISTING CONDITIONS. SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES.THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS.THE ALARM SHALL La < C3 C Lu 2. SHOULD ANY FIELD CONDITIONS OR INACCURACIES ARISE THAT WOULD PREVENT THE CONTRACTOR FROM EXECUTING THIS PROJECT EXACTLY AS INDICATED IN THESE CONSTRUCTION DOCUMENTS,THE CONTRACTOR SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS, THE ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS A TOUCH-PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. z un - W Ln NOTIFY THE ARCHITECT IMMEDIATELY WITHOUT PROCEEDING WITH THE CONSTRUCTION IN THE AREA IN QUESTION. DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS.THE DEACTIVATION SWITCH(ES)SHALL BE LOCATED AT LEAST 54"ABOVE THE THRESHOLD OF THE DOOR. Q J � v Q 3. A SUBMISSION OF BID SHALL IMPLY CONTRACTOR'S ACCEPTANCE TO THESE DRAWINGS AND ALL EXISTING CONDITIONS. 2 DIVISION-31-EARTHWORK 3 F- E O O 3 DIVISION-03-CONCRETE 1. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR CUTTING DOWN ALL TREES,VINES AND VEGETATION ETC.,THAT ARE IN THE WAY OF EXCAVATION,AS WELL AS DIGGING OUT STUMPS AND REMOVING THEM FROM THE PREMISES. ri 5 1. ALL CONCRETE SHALL TEST AT 3,500 PSI AT 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT SHALL NOT BE LESS THAN 5%OR MORE THAN 7%BY VOLUME. (TABLE R402.2) 2. STRIP ALL TOPSOIL AREAS TO BE DISTURBED BY EXCAVATION AND STORE ON SITE FOR RE-USE AS INDICATED BY ARCHITECT OR HOMEOWNER PRIOR TO THE COMMENCEMENT OF WORK. H o 2. BOTTOM OF ALL EXTERIOR FOOTINGS TO BE 34"MINIMUM BELOW GRADE UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO GRADUALLY FEATHER OUT THE ROUGH GRADE TO JOIN THE EXISTING GRADING. Q 3. ALL FOOTINGS TO REST ON VIRGIN SOIL WITH A MINIMUM BEARING CAPACITY OF 2 TONS I SQUARE FOOT.CONTRACTOR SHALL HAVE THE LEVEL OF ACCEPTABLE BEARING STRATA VERIFIED IN THE FIELD IF REQUESTED BY BUILDING 4. CONTRACTOR TO ROUGH GRADE AROUND BUILDING PERIMETER TO PROVIDE DRAINAGE AWAY FROM THE BUILDING. FINISHED GRADE TO SLOPE AWAY FROM RESIDENCE A MINIMUM OF 6"VERTICALLY,IN THE FIRST 10' INSPECTOR. HORIZONTALLY, t m �j 4. ALL FOOTINGS TO BE BOARD-FORMED AND SHALL HAVE A CONTINUOUS 2"X4"KEYWAY. 5. FINISHED GRADE TO BE A MINIMUM OF 6"BELOW SILL PLATE. O "' Hm Ho, ua� � 5. STEP FOOTINGS WHERE NECESSARY AND INSTALL AS PER CODE WITH A MAXIMUM RISE OF V-0"AND A MINIMUM RUN OF 3'-O" `-I' $ u� rn EXTERIOR IMPROVEMENTS 32• Q " U X O m 6. ALL FOOTINGS TO HAVE A MINIMUM OF TWO#5 RE BARS UNLESS OTHERWISE NOTED. DIVISION• Z O x 7. ALL FOUNDATION WALLS TO HAVE A MINIMUM OF TWO#5 RE-BARS TOP&BOTTOM UNLESS OTHERWISE NOTED. n O °� U 8. CONTRACTOR TO LAYOLT,WITH TRANSIT,THE PROPOSED NEWADDITION,WITH STRINGED LINES ON BATT BOARDS WITH 10'•0"OFFSET. DIVISION-33-UTILITIES ] O cnHVWi cnP. u � �s DIVISION-04-MASONRY 1. CONTRACTOR TO HAVE ALL UTILITIES(WATER LINES,SEWER LINES,GAS LINES,AND ELECTRIC LINES,ETC.)MARKED OUT PRIOR TO ANY EXCAVATION.BEFORE ANY WORK ON SITE IS TO BE DONE CONTRACTOR TO CALL THE LONG ISLAND ONE CALL CENTER @ 1-800-272-4480. 1. ALL CONCRETE MASONRY UNIT'S(CMU)TO BE LOAD BEARING. DIVISION-34-TRANSPORTATION 1. ALL CMU SHALL CONFORM TO ASTM C90;MORTAR SHALL BE TYPE"M"FOR INTERIOR APPLICATIONS OR TYPE"S"IF EXPOSED TO EXTERIORIFREEZING ENVIRONMENTS. p�� 7 DIVISION-35-WATERWAY AND MARINE CONSTRUCTION - - �- DIVISION-05-METALS O �o ul = l CD z 1 1. ALL WOOD CONSTRUCTION CONNECTORS TO BE"SIMPSON STRONG-TIE"OR APPROVED EQUAL,INSTALLED AS PER MANUFACTURES SPECIFICATIONS. DIVISION-40-PROCESS INTERCONNECTIONS 2. ALL NAILS SHALL COMPLY WITH ASTM F1667, ALL EXTERIOR FINISH MATERIALS TO BE INSTALLED WITH STAINLESS STEEL NAILS&/OR SCREWS. DIVISION 41•MATERIAL PROCESSING AND HANDLING EQUIPMENT y 3. ANCHOR BOLTS TO BE"SIMPSON STRONG-TIE SSTB-16(5/8"0). INSTALL BOLTS 1'-O"IN FROM EACH CORNER AND 3'-0"ON CENTER MAXIMUM. INSTALL MINIMUM 2 BOLTS PER WALL. � � P 4. FLITCH PLATES TO BE INSTALLED WITH 1/2"DIAMETER BOLTS OR AS OTHERWISE NOTED. BOLTS TO BE 16"ON CENTER STAGGERED TOP&BOTTOM. BOLTS TO BE RE-TIGHTENED TWO TIMES AT TWO WEEK INTERVALS. DIVISION-42-PROCESS HEATING,COOLING,AND DRYING EQUIPMENT 1O DIVISION-06-WOOD&PLASTIC �.. DIVISION-43-PROCESS GAS AND LIQUID HANDLING PURIFICATION AND STORAGE EQUIPMENT 1. JOISTS AND RAFTERS TO BE DOUGLAS FIR LARCH NAND BETTER. LUMBER TO MEET OR EXCEED THE FOLLOWING,FB=875 PSI,E=1,600,000 PSI DIVISION 44•POLLUTION AND WASTE CONTROL EQUIPMENT 2. STUDS TO BE DOUGLAS FIR STUD GRADE. FB=675PSI,E=1,400,000 PSI. cc o E~ 3. ALL LAMINATED VENEER LUMBER(LVL)TO MEET OR EXCEED THE FOLLOWING,E=2,000,000 PSI.FB=2,600 PSI. a 4. ALL PARALLEL STRAND LUMBER(PSL)TO MEET OR E'(CEED THE FOLLOWING,E=2,000,OOOPSi.FB=2,900 PSI. DIVISION 45•INDUSTRY SPECIFIC MANUFACTURING EQUIPMENT � 5. DOUBLE UP FRAMING AIR ALL OPENINGS,UNDER PARALLEL WALLS,UNDER BATHTUBS,TILED FLOORS,&KITCHEN CABINETRY. ° ` R 6. CROSS BRIDGING SHALL BE INSTALLED AT A MAXIMUM OF 8'-0"ON CENTER.BRIDGING SHALL BE SOLID BLOCKING FOR CONVENTIONAL FRAMING OR DIAGONAL BRIDGING AS PER MANUFACTURES SPECIFICATIONS FOR ALL DIVISION 46•WATER AND WASTEWATER EQUIPMENT a H'` ENGINEERED LUMBER. 7. PROVIDE FIRESTOPPING(FIRE-BLOCKING)AT MIDSPAN OF ALL BEARING AND NONBEARING PARTITIONS AS PER CODE. DIVISION 48-ELECTRICAL POWER GENERATION 8. CONTRACTOR TO PROVIDE 2"X6"BLOCKING ON THE FLAT IN WALLS BEHIND CABINETS,ROBE HOOKS,CLOSET HANG RODS,GRAB BARS,TOWEL BARS,ETC.CONTRACTOR TO CONFIRM ALL BLOCKING LOCATIONS WITH OWNER AND ARCHITECT PRIOR TO THE INSTALLATION OF DRYWALL OR WALL FINISHES, 9. ALL NEW PLYWOOD SUBFLOORS TO BE 3/4"COX DOUGLAS FIR.PLYWOOD TO BE GLUED AND SCREWED TO FLOOR JOISTS,NO NAILS WILL BE ACCEPTED. 10. PLATES AT INTERSECTING PARTITIONS TO BE LAPPED. ® �J 11. HEADERS NOT INDICATED ON DRAWINGS TO BE(2)2 X 12 MINIMUM UP TO 104"MAXIMUM.SEE TABLE FOR KING AND JACK STUD REQUIREMENTS FOR ALL HEADERS. 12. CONTRACTOR TO INSTALL HURRICANE CLIPS,CONNECTORS,STRAPS,ETC.AS PER CODE AND AS DIRECTED BY BUILDING INSPECTOR.REFER TO DETAILS THROUGHOUT PLANS FOR FURTHER INFO. F" u 13. ALL LUMBER EXPOSED TO WEATHER OR WITHIN 8"OF FINISHED GRADE TO BE PRESSURE TREATED. r� O DIVISION-07-THERMAL&WATERPROOFING _ 1. PROVIDE 6 MIL POLY VAPOR BARRIER UNDER ALL NEW SLABS&SCREED COATS(NOT REQUIRED UNDER GARAGE SLAB). ALL SLABS TO RECEIVE STEEL FLOAT FINISH. V Z + 2. INSTALL 2"RIGID INSULATION(R-10)UNDER ALL INTERIOR CONCRETE SLABS AS INDICATED ON PLANS.RIGID INSULATION TO BE"DOW•STYROFOAM BRAND SCOREBOARD"OR APPROVED EQUAL,INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 3. DOUBLE UNDERLAYMENT IS REQUIRED FOR ROOF SLOPES OF 2:12 THROUGH 4:12 cz 4. INSTALL ICE&WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE AND ALL VALLEYS&HIPS AS PER CODE AND ANY ADDITIONAL LOCATIONS AS INDICATED ON PLANS.INSTALL AS PER Q MANUFACTURER'S SPECIFICATIONS. cc O W 5. UNLESS OTHERWISE NOTED,ALL EXTERIOR WALLS AND ASPHALT ROOFED AREAS TO RECEIVE#30 BUILDING FELT INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS.NO'TYVEK"OR SIMILAR PRODUCT TO BE INSTALLED UNLESS DIRECTED BY ARCHITECT. 6. ROOF COVERING MATERIAL TO BE IDENTIFIED BY PACKAGING BEARING MANUFACTURERS IDENTIFYING MARKS AND APPROVED TESTING AGENCY LABELS. Lf) 7. ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL COMPLY WITH ALL ASTM REQUIREMENTS. r n co 8. FASTENERS TO FULLY PENETRATE THROUGH ROOFING MATERIALS AND SHEATHING. ►;:j+ r. 9. FOR NORMAL APPLICATIONS,USE A MINIMUM OF 4 FASTENERS PER SHINGLE STRIP. w 10. MINIMUM OF SIX FASTENERS PER ASPHALT SHINGLE ARE REQUIRED WHERE WIND SPEEDS REACH 110 MPH OR ABOVE AND/OR EAVES REACH 204"ABOVE GRADE. 11. UNLESS OTHERWISE NOTED,ALL INSULATION TO BE UN-FACED BATTS INSTALLED WITH 4 MIL POLY VAPOR BARRIER TOWARD HEATED SURFACE.INSULATION TO BE"OWENS CORNING"OR APPROVED EQUAL.INSTALL AS PER MANUFACTURERS SPECIFICATIONS.WHERE EAVE OR CORNICE VENTS ARE INSTALLED,A MINIMUM OF 1"OF AIR SPACE IS REQUIRED BETWEEN INSULATION AND ROOF SHEATHING TO ALLOW FOR FREE AIR FLOW. 12. FLASHING TO BE INSTALLED AS FOLLOWS: O { a. AT WALL INTERSECTIONS WITH THE ROOF. b. AT PARAPET WALL PENETRATIONS. c. WHEREVER ROOF CHANGES SLOPE OR DIRECTION. O 13. ALL OPENINGS TO BE PROPERLY FLASHED AND PROTECTED. 14. COPPER PANS TO BE INSTALLED UNDER ALL EXTERIOR DOOR&WINDOW SILLS. ►�� W U Lo �D DIVISION-08-OPENINGS O DIVISION-09-FINISHES U 1. ALL GYPSUM BOARD FOR NEW WALLS TO BE 1/2"THICK,CEILINGS TO BE 5/8"THICK UNLESS INDICATED OTHERWISE ON PLANS.SCREWAT 8"O.C.AROUND THE EDGES AND 12"O.C.IN THE FIELD.SCREW ATTACHMENTS OF SHEETROCK TO PENETRATE WOOD STUDS AT LEAST 5/8",AND METAL STUDS AT LEAST 3/8".TAPE AND 3 COATS OF SPACKLE AND SANDED READY FOR PAINT(SAND TO A FINISH).ALL EXTERIOR CORNERS TO HAVE METAL STRIP CORNER BEADS NAILED OR SCREWED AT 4"O.C. U 2. ALL FINISHED AREAS OF BASEMENTS&ALL BATHROCIMS TO HAVE MOISTURE RESISTANT SHEETROCK(GREEN-BOARD)INSTALLED ON WALLS&CEILING,WITH WATER RESISTANT DUROCK OR APPROVED EQUAL,IN WET AREAS. 3. INSTALL 5/8"TYPE"X"SHEETROCK ON WALLS&CEILING OF BOILER ROOMS AND GARAGES. DIVISION-10-SPECIALTIES GENERAL NOTES &SITE PLAN DIVISION-11-EQUIPMENT DIVISION-12•FURNISHINGS DATE: 3/15/21 JOB# 21-157 A® REVISIONS 1 DOUBLE TOP PLATE, DOUBLE TOP PLATE, L 2 STAGGER JOINTS CL MINIMUM BRACED WALL PANEL STAGGER JOINTS A MINIMUM BRACED WALL PANEL L/3 OF 24"OR USE SPLICE PLATES (5m PLANS FOR LENGTH 3 LOCATION) OF 24"OR USE SPLICE PLATES (SEE PLANS FOR LENGTH 3 LOCATION) 3 (R602.3.2) (R602.3.2) 4 D/3 MAX - - - - - - - - - - - - - - 71- - = - -17 - - - - r 71= - - Y717 - -fr = F-1 71= = = = =1T - - - = r I - - - - 71- - - - -fT- -1T- Q � D/3MAX I. NO NOTCHES PERMITTED �, 5 I I Ck 1 1 1 8d COMMON 1 1 1 8d COMMON 6 •I 101 NAILS @ 6"O.C. 1 1 •I •I t NAILS @ 6"O.C. II 11 II II II ON EDGES ON ON EDGES ON I I 7 II 41 11 11 1 1 1 BRACED WALL 1 1 I I 1 1 BRACED WALL I I I I I I I I•I ' �,I'I ',I I PANELS 11 1 1 1 I 1 1.1 - 1•I 11 PANELS FLOOR JOISTS - CENTER CUTS ���� 8 II II II II 11 II II I II II II II ! 11 / I (. II`. II II II II II II II tn to 9 I •I •I •1 1•I 4 I 1/2"PLYWOOD 1/2"PLYWOOD 10 II II II I II, II ` 11 li II II II II II II SHETHING I I I SHETHING •I •1 - - _ - -pipill - II II II II Ii II II II II II II II II I I I •1 1 1 1 SOLID BLOCKING II II II li `III`' II II II II II II II II II I I I I I I I \ 1•1 I•I i l I I I I I I I•I I•I I•I I I 11 li II II II ( I Ili II 11 II II II II 11 11 1.1 11 I it 1 1 1 i t 8d COMMON 1 1 1 1 1 1 1 I I 8d COMMON •I ` 1 1 NAILS Q 12" 1 1 1•I 1.1 1 1 NAILS @ 12" Q $ II II 11 11 11 11 II 11 11 11 11 11 22.. O.C.IN FIELD O.C.IN FIELD II - I . II I II II 7t I I I I i l l OF BRACED I I I I OF BRACED WALL PANELS 1 11 101 1*1 lei I I WALL PANELS II II II 11 ;' II i II ' ill ' II II II II II II II I I \ I 1 ` 1 1 1 1 101 1 1 - I I I I u _ _ _ _ 1 1— _ _ _ _I L — _ _ _ — _ _'1 1_ _ _ _ _I L _ _ .I L — _ _ _ _ 1 1_ _ _ _ _t L — — — _ LJ — — — —1 1— _ _ _ _I L _ _ _I L I SOLE PLATE HOLD-DOWNCORNER STUD CORNER STUD FLOOR JOISTS - END CUTS , SOLE PLATE u. (R602.3.4) (R602.3.4) HOLD-DOWN, G __Z FULL HEIGHT SHEATHING SEE DETAIL HORIZONTAL SHEATHING SEE DETAIL p W BRACED WALL PANEL - CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL g ° � a z a _ 1 NOT TO SCALE > a a w U3 a » - z 1. SHEATHING AS PART OF BRACED WALL SEGMENT WHERE INDICATED ON FLOOR PLAN,SHALL BE CONTINUOUS FROM SOLE 1n La a a 3 PLATE TO POP PLATE OR ADEQUATELY BLOCKED AT JOINTS.8D COMMON NAILS®6"O.C.EDGE&12"O.C.FIELD(TABLE m z 602.10.4) E C c 2. VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER&BE FASTENED TO COMN40N STUDS. HORIZONTAL JOINTS IN 20 GAUGE COIL STRAP. Z 3 � � W BRACED WALL PANELS SHALL OCCUR OVER,AND BE FASTENED TO,COMMON BLOCKING OF A MINIMUM 11/2"THICKNESS STRAP TO BEAR 12"ON STUD g G (3)NAILS EACH END(I1P) D/3 MAX Q W Z WJ m Z a 3 � � oaa3 TABLE RS02.11 DETERMINATION OF RAFTER OR M55 UPLIFT FPRAF ;OR TRUSS UPLIFT CONNECTION FORCES FROM WIND OUNDS PER CONNECTION CONNECTION FORGES PROM WIND (POUND5 PER D(ACTUAL DEPTH) gEXP05URE B CONNECTION t POUNDS PER LINEAR FOOT) _ 2"MIN FROM TOP& x °' 4BOTTOM OF JOIST O ' "oULTIMATE DESIGN WIND SPEED Vuit (MPH) RAFTER/TRU55 SPACING I6" O.G. p� uxOR ROOF SPAN r ou ~T 'AGING (FEET) 130 140 ACTUAL ROOF SPAN 16.40 ft ¢ z o x ROOF PITCH ROOF PITCH ACTUAL WIND SPEED 155 mph nul DETAIL @ STRAPPING AROUND NOTCHING & DRILLING ROOF PITCH 8/12 4 (D�C�UZTTUIN�G, � u 12 126 I17 162 150 WINDOW OPENINGS NOT TO SCALE 0 162 1461 20q I414 NOT TO SCALE LINEAR INTERPOLATION OF TABL E RW2.11 DUE TO ROOF 5PAN 24 I118 182 255 251 0`!^Ii 28 222 203 gel 266 150 MPH WIND 5PEED 140 MPH WIND SPEED Z G\ 16" O.G. 32 246 226 31q 2q5 12.00' ROOF 5PAN 111.00 POUNDS PER CONNECTION 150.00 POUND5 PER CONNECTION t�7�:,, t� 36 210 241 551 525 16.40' ROOF SPAN 140.4-T POUNDS PER CONNECTION 15221 POUNDS PER CONNECTION 42 306 281 3qq 370 I8.00I ROOF 5PAN 114q.00 POUNDS PER CONNECTION 11014.00 POUNDS PER CONNECTION Y, y �� 48 1 543 1 514 44? 414 LINEAR INTERPOLATION OF UPLIFT FORGE DUE TO WIND 5PEED ABOVE PANEL SPANS UP TO 4'-0" 16.40' ROOF SPAN 0 155 MPH 1161.51 POUND5 PER CONNECTION 6 DOUBLE TOP PLATE, UPLIFT FORGE DOE5 NOT EXCEED 200 POUND5, A5 PER R802.11.1 UPLIFT o F- RE51STANCE 15 NOT REQUIRED BUT HAS BEEN PROVIDED STAGGER JOINTS A MINIMUM OF 24"OR USE SPLICE PLATES (R602.3.2) CONVERT POUND5 PER CONNECTION ® 1611 O.G. TO POUND5 PER LINEAR FOOT ' 4 III III a POUNDS PER CONNECTION * 12/16 1121.03 POUNDS PER LINEAR FOOT I U a TYPICAL STUD IL Q III III z H ,n (SPACING 16"O.C.) NET UPLIFT 0 TOP OF FIRST FLOOR WALL 121.05 POUNDS PER LINEAR FOOT �- PROVIDE UPLIFT FRAMING GOIWTOR FOR ROOF Q ( 1— — — — — BORED HOLE MAXIMUM RAFTERS TO FIRST FLOOR STUD WALL,5EE DETAIL DI14 AMETER STUD NET ® TOP OF FOUNDATION 61.02 POUND5 PER LINEAR FOOT ] ( III 4 U (22'MAX BORE IN 2x6 FRAMED Q "UPLIFT FRAMING CONNECTOR NOT I I W WALL) REQUIRED (R602.352) ° III III o —_— — �- 5/8"MINIMUM TO EDGI� NOTCH GREATER THAN PIPE DETAIL @ WINDBORNE DEBRIS STORM U b z 50%OF THE PL WIDTH CEILING JOIST NOTCH U PANEL .� x EXTERIOR OR BEARING 7 PANEL SPANS FROM 6'-0"-8'-0" F NOTCH DEPTH NOT TO EXCEED WALL FIGURE R802.7.1.2 NOT TO SCALE NOT TO SCALE 25%OF STUD DEPTH(13/8° SCREW SPACING NOT TO EXCEED 12"OC Q 0 W MAX NOTCH IN 2 x 6 FRAMED WALL) o ° DOUBLE TOP PLATE, STAGGER JOINTS A MINIMUM OF ° 24"OR USE SPLICE PLATES co BORED HOLES SHALL NOT BE - IF HOLE IS BETWEEN 40%&60%OF STUD DEPTH, (R602.3.2) ON LOCATED IN THE SAME CROSS THEN STUD MUST BE DOUBLED&NO MORE 61, o W SECTION OF CUT OR NOTCH IN THAN TWO SUCCESSIVE STUDS ARE DOUBLED Irlt °o 0 STUD &SO BORED(IN 2x6 FRAMED WALL,40%=2.2"& o o �p'���\� 'p Q Q O60%=3.3") (� �f�0� ' '' O 16 GAGE x 11/2"WIDE COIL STRAP FASTENED ACROSS AND TO THE TOP m 8 PLATE AT EACH SIDE OF THE NOTCH 5 "MINIMUM TO EDGE U / WITH 8-10dNAILES EACH SIDE N C) SOLE PLATE � (-4 (R602.3.4) �s Cn FD NOTCHING & BORED HOLE LIMITATIONS FOR EXTERIOR TOP PLATE FRAMING TO DETAILS g WALLS & BEARING WALLS 9 RAFTER NOTCH FIGURER602.6(1) NOT TO SCALE ACCOMODATE PIPING OR DUCTWORK 10 FIGURER802.7.1.1 FIGURE R602.6.1 NOT TO SCALE NOT TO SCALE DATE: 3/15/21 JOB# 21-157 Am . 1 REVISIONS TABLE R602.3(1) TABLE R802.5.1(9) 1 FASTENING SCHEDULE RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS TABLE R301.20) ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER&TYPE OFFASTNER SPACING&LOCATION GROUND SNOW LOAD psf) CLIMATIC AND GEOGRA�PHIG DESIGN GRITERI/� 2 WOOD STUD ROOF 20 RAFTER 4-8d box(21/2"x 0.113");or RAFTER SPACING Roof Span(feet) GROUND HIND DESIGN SEISMIC SUB.ECT TO DAMAGE FROM HINTER ICE SHIELD AIR MEAN 3 1 Blocking between ceiling joists or rafters to top plate 3-8d common(21/2"x 0.131");or Toe nail SLOPE (inches) 121 201 281 36 SNOW LOAD TOPOOM O MAL WIND HIND-BORNE VM16N DESIGN MERLAYMENT FLOOD FREEZING ANNUAL SUBFLOOR 3-10d box(3"x 0.128");or Required number of 16d common nails SPEC MT5 REGION DEBRIS ZONE CATE15M HEATHERIN6 FROST LINE DEPTH TERMITE TEMP REOUIRED HAZARDS INDEX TEMP 4 3-3"x 0.131"nails I perheal joint splices 4-8d box(21/2"x 0.113");or 3:12 5 8 SO 13 FLOOR JOIST 3-8d common(21/2"x 0.131");or 4:12 4 6 8 10 20 LB5 155 MPH NO NO NO B SEVERE 31-6" MODERATE 15 YES AS PER LESS OR 5 2 Ceiling joists to top plate Perloist,toenail TO HEAVY F.E.MA. LESS 52.4" 3-10d box(3"x 0.128");or 5:12 3 5 6 8 6 SIMPSON STRONG-TIE CS16 3-3"x 0.131"nails 9.12 16 3 a 5 6 Ceilingjoist not attached to parallel rafter,laps over 4-10d box IN'x 0.128");or 9:12 3 4 4 5 INSTALL STRAP AT EVERY 3 partitions[see sections R802.3.1,R802.3.2 and Table 3-16d common(31/2"x 0.162");or Face nail 12:121 1 3 1 3 1 4 1 4 7 STUD TO SILLPLATE R802.5.1(9)) 4-3"x 0.131"nails CONNECTION Ceiling Joist attached to parallel rafter(heel joint)[see 8 FASTNERS=(4)8d(2 EACH 4 sections R802.3.1,R802.3.2 and Table R802 5.1(9)] Table R 802.5.1(9)attached Face nail END)(310 LB UPLIFT PROVIDE 5/80"ANCHOR BOLTS @ 45"O.C.MAX., 9 RESISTANCE) collar tie to rafter,face nail or 11/4"x 20ga ridge strap 4-SOd box(3"x 0.128");or V-0"FROM EACH CORNER,NO LESS THAN 2 PER 5 3-10d common IT'x 0.148");or Face nail each rafter SILL,AS PER CODE.BOLTS SHALL EXTEND Generated by REScheck-Web Software to rafter 4-3"x o.131"nails MINIMUM OF 7"INTO CONCRETE(TYPICAL) 10 DOUBLE A.C.Q.PLATES 3-16d box nails(31/2"x 0.135");or 2 toe nails on one side and 1 toe nail Compliance C e r�i�'i c a to , FOUNDATION WALL 6 Rafter or roof truss to plate 3-10d common(3"x 0.148");or on opposite side of each rafter or INSTALL SIMPSON STRONG-TIE 4-10d box(3"x 0.128");or truss #LBPS5/8 BEARING PLATE @ INSTALL SIMPSON STRONG-TIE 4-3"x 0.131"nails EACH ANCHOR BOLT 4-16d(31/2"x 0.135");or (TYPICAL) #LBPS5/8 BEARING PLATE @ 3-10d common(31/2"x 0.148");or TABLE p/O� 1 y EACH ANCHOR BOLT 4-10d box(3"x o.izs");or Toe nail B R6 Project Smyth Custom Builders (TYPICAL) 7 Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails to minimum 2"ridge beam 3-16d(31/2"x 0.135");or MINIMUM NUMBER OF FULL HEIGFfT STUDr AT Energy Code: 2018 IECC ANCHOR BOLT 2-16d common(31/2"x 0.162");or Location: Cutcho ue New York OF HEADERS IN EXTERIOR WALLS End nail EACH END 3-10d box(3"x 0.128");or � Construction Type: Single-family 1 DETAIL @ SILL PLATE TO STUD 3-3"x 0.131"nails MAXIMUM STUD SPACING Project Type: New Construction WALL Conditioned Floor Area: 4,412 ft2 STRAPPING 16d common 31/2"x 0.162" 24"o.c.face nail HEADER (INCHES) Glazing Area 17% 8 Stud to stud(not at braced wall) 10d box(3"x 0.128");or 16"o.c.face nail SPAN (FEET) (PER TABLE R602.1.5) Climate Zone: 4 (5572 HDD) NOT TO SCALE 3"x 0.131 nails Permit Date: 16d box(31/2"x 0.135");or 16 24 9 Stud to stud and abutting studs at intersecting wall 3"x 0.131 nails 12"o.c.face nail Permit Number: comers(at braced wall panels) 16d common(31/2"x 0.162") 16"o.c.face nail 3 ft I I 10 Built-up header with 16d common(31/2"x 0.162") 16"o.c.each edge face nail Construction Site: Owner/Agent: Designer/Contractor: z >' ° 26745 Main Road Smyth Custom Builders 7 16d box(31/2"x 0.135") 12"o.c.each edge face Hall 4 ft 2 I Y James Thornton Z a W SIMPSON STRONG-TIE CS16 Cutchogue,New York 11935 P.O.Box 909 James Thornton,Architect,P.C. �" p = 5-8d box(21/2"x 0.113");or (- PROVIDE @ 16"OC.AROUND BUILDING ° END Cutchogue,New York 11935 8 Oakdale, Drive g U1 Z „ LENGTH 11 Continuous headerto stud 4-8d common(21/2"x 0.131");or Toe nail 8 ft 5 2 516-356-5045 Oakdale,NY 11769 0 W W In In END LENGTH=14 4-10d box(3"x 0.128") smythcustombuilders@gmail.com 5168484697 W G W In GAGE=20 16d common(31/2"x 0.162") 16"o.c.face nail 12 ft 5 5 architect.jft@gmail.com Q z LI Z CUT LENGTH=CLEAR SPAN+30" 12 Top plate to top plate 10d box IT'x 0.128");or 12"o.c.face nail Q 3 FASTENERS=4 8d 2 EACH END 16 ft b 4 ° e - � �rr _ rm � M Z8-16d common(3 a (310 LB UPLIFT RESISTANCE) ) // Double top plate splice for SDC's A-D2 with seismic 12-16d box(31/2"1x O'135")or or ""- "" GJ h' 0 braced wall line spacing<25' 12-10d box(3"x 0.128");or Face nail on each side of end Joint DETAIL @ ANCHOR BOLT !Compliance. 10.1/°Better Than Code Maximum UA: 565 Your UA: 508 Maximum SHGC: 0.40 Your SHGC: 0.31 z Q l..l 13 (minimum 24"lap splice length each The/Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. U1 " W 12-3"x 0.131 nails NOT TO SCALE It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Z g ((1 CLEAR side of end joint) (� LU W = Double top plate splice SDC's Do,D2,or D2;and braced SPAN 12-16d(31/2"x 0.135") Q W Z0: � Z Q wall line spacing 225' Envelope Assemblies 3 0 0 0 3 Bottom plate to joist,rim Joist,band joist or blocking 16d common(31/2"x 0.162" 16"o.c.face nail 2"AIR SPACE 14 16d box(31/2"x 0.13S");Or " , I 12"o.c.face nail (not at braced wall panels) rn 3-16d box (3 1/2" CAP SHINGLE REQUIRED FOR PCUT BACK ROPER _................ __._..._._...-.__.-..__.._.-.__..__. .-..-...__,..-.__.......,_...________.___. _....__.k._,._w.' ._ ..._ _...! H o� Bottom plate tojolst,rim joist,band joist or blocking(at 3-16d box 31/2'x 0.135' ;or 3 each 16"o.c.face Hall c a 15 2-16d common 31/2"x 0.162";or 2 each 16"o.c.face nail COR-A-VENT RIDGE VENTILATION Ceiling:Flat Ceiling or Scissor Truss 1,826 30.0 0).0 0.035 64 0 � braced wall panels) 9 9 Cr, W CUT 4-3"x 0.131"nails 4 each 16"o.c.face Hall VEIN j'V-400 OR AS o c E D LENGTH 4-8d box(21/2"x 0.113");or REQUIRED SHEATHING W/30#FELT 1st floor Wall:Wood Frame, 16"o.c. 2,133 19.0 0).0 0.060 102 '" LEN TH 3-16d box(31/2"x 0.135");or Door:Glass Door(over 50%glazing) 117 0.300 35 V O a 4-8d common(21/2"x 0.131");or Toe nail SHGC:0.34 (� m F. rn P 4-10d box(3"x 0.128");or 3"ROOFING NAILS 1st floor Window:Vinyl Frame 308 0,290 89 Q o U � PROVIDE MINIMUM 1" 16 Top or bottom plate to stud 4-3"x 0,131"nails SHGC:0.30 z 0 END DISTANCE ° 3-16d box(31/2"x 0.135");or f " " ROOF SHINGLE 2nd floor Wall:Wood Frame,16"o.c. 1,656 19.0 0).0 0.060 86 °� U 2-16d common(31/2"x 0.162");or X 5 �O EQUAL NUMBER OF 3-10d box(3"x 0.128");or End nail 2nd floor window:Vinyl Frame 225 0.290 65 un �SHGC:0.30 �0" Uv NAILS IN EACH END 3-3"x 0.131"nails 1/4"20 GAGE COIL Floor:All-Wood Joist/Truss 2,586 38.0 0.0 0.026 67 3-10d box(3"x 0.128");or ,. STRAP TIE AT EACH ROOF � fi 17 Top plates,laps at corners and intersections 2-16d common(31/2"x 0.162");or Face nail Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications,and other ;�G RAFTER TO RIDGE it -\ 3-3"x 0.131"nails calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in .t�. "U DETAIL @FLOOR TO FLOOR WALL CONNECTION.INSTALL REScheck Version :REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. %`� 1 3 3-8d box(2 1/2"x 0.113");or P Y ry q p CONNECTION 2-8d common(z 1/2°x 0.131");or TA FASTENERS AS PER 18 1"brace to each stud and plate 2-10d box(3"x 0.128');or Face Hall TABLE R602.3(1) �� � � � Z NOT TO SCALE 3 staples box(21/2"x 0.113");or Name-Title Signature Date �` `L ��JJJJ���a O ROOF RAFTER g 't'' Z CO SIMPSON HDU2 SDS2,5 g g 2-8d common(z 1/2"x 0.131");or RIDGE 19 1"x 6"sheathing to each bearing Face nail ! 6 2-10d box(3"x 0.128');or S '� PRE-DEFLECTEDHOLDOWN. 2stapies,I"crown,16ga., 13/4"long FASTEN WITH(6)SDS 1/4"x 21/2" 3-8d box(21/2"x 0.113");or DETAIL @RIDGE VENT & STRAPPING WOOD SCREWS,SEE PLAN FOR Project Title: Smyth Custom Builders Report date: 03/21/21 3-Sd common(21/2"x 0.131");or 1 Y p LOCATIONS.(3,075 LB ALLOWABLE 3-10d box(3"x 0.128');or NOT TO SCALE Data filename: Page 1 of 1 TENSION LOAD) 3 staples,1"crown,16ga., 13/4"long 20 1"x 8"and wider sheathing to each bearing Widerthan 1"X 8" Face nail E°ia ® 4-8d box(21/2"x 0.113");or u WOOD HEADER 3 3-8d common(21/2"x 0.131");or 3-10d box(3"x 0.128');or c u 4 staples,1"crown,16 ga., 13/4"long >'h P � FLOOR ROOF RAFTE U z H Ln ® 4-8d box(21/2"x 0.113");or ® 21 Joist to sill,to late or girder 3-8d common(21/2"x 0.131");or Toe nail p p g' CORNER STUD CONNECTED TO SIMPSON STRONG-TIE BC4 POST 3-10d box(3"x o.128");or CORNER STUD CONNECTED TO 3-3"x 0.131"nails TRANSFER SHEAR(2)16d CAP NAILED W/12-16d NAILS TOP PLATES TRANSFER SHEAR(2)16d WOOD POST 8d box(21/2"x 0.113") 4"o.c.toe nail COMMON NAIL @ 6"O.C. COMMON NAIL @ 6"O.C. 22 Rim joist,band Joist or blocking to sill ortop plate(roof 8d common(21/2"x 0.131");or VERTICALLY VERTICALLY U WALE L @ WOOD POST TO HEADER applications also) 3Od box(3"x 0.128");or 6"o.c.toe nail SIMPSON HDU2-2DS2.5 ® lLJ 3"x o.131"Hal Is SIMPSON STRONG-TIE CSl6 SIMPSON HDU2-2DS2.5 �3-8d box(21/2"x 0.113");or PRE-DEFLECTED HOLDOWN. �NOT INSTALL STRAP AT EVERY z-sd common(21/2"x o.131");or � o FASTEN WITH 6 SDS 1 4"x 2 PRE-DEFLECTED �--• � � 23 1"x 6"subfloor or less to each joist Face nail RAFTER TO STUD I 3-lOd box(3"x o.12s");or CONNECTION 17/8" ° ° " HOEDOWN.FASTEN WITH - - o 0 1/2 WOOD SCREWS,SEE PLAN14 i 2 staples,1"crown,16ga., 13/4"long o 0 6 SDS 1 4'"X 21 2"WOOD - �+ FASTNERS=(4)8d(2 EACH FOR LOCATIONS. ( ) / / p I 3.16d box(31/2"x 0.135");or SCREWS SEE PLAN FOR }� 24 2"subfloortoJoistorgirder Blind and face nail END 310LBUPLIFT PLYWOOD SHEATHING I D 2-16d common(31/2"x o.16z") ) ( ��- LOCATIONS. •D, 3 3-16d box(31/2"x 0.135");or RESISTANCE) � Q o, WOOD POST I 25 2"planks(plank&beam-floor&roof) At each bearing,face nail o +•; I 2-16d common 31/2"x 0.162") o Z v CNW 5/8 CONCRETE SLAB U 3-16d common(31/2"x 0.162");or a, CU COUPLER NUT o ^' / „ I 4-10 box(3"x 0.128");or DETAIL @ ROOF RAFTER TO STUD (ALLOWABLE a -c 5 8 0 THREADED ROD I 26 Band or rim Joist to Joist End nail 4-3"x 0.131"nails or I � � SIMPSON STRONG-TIE ABU44 FOR 4 x 4 4-3"x la ga.staples,7/16"crown 6 STRAPPING TENSION 7900) Q `d �--POST NAILED W/12-16d NAILS W/2" god common(4"x 0.192");or Nail each layer as follows;32"o.c.at 0o 0 W to and bottom staggered NOT TO SCALE 5 8"-THREADED MINIMUM SIDE COVER � P gg / ' r BOLT 8"INTO N. 10d box(3"x 0128")•0 24"o c face nail at top and bottom O ' i 3"x 0.131"nails staggered on opposite sides 'v • •y r� v .v 27 Bulltupglyders and beams,2-Inch lumberlayers }��J}}'��`/�� (/��J /A�}��/ CONCRETE(MIN) . a I ® And: ✓E V I V N LO/ �i/5 � .V •a C'� 2-20d common(4"x 0.192");or Face nail at ends and at each splice • 1 V •.V 3-10d box(3"x 0.128");or ALL FLOORS (LIVE LOAD + DEAD LOAD) = 60 nF (L/360) FOUNDATION WALL WOOD FRAME CONCRETEFOOTING SIMPSONHDU2-SDS2.5 w "x 0.131"3-3 nails ATTIC, (LIVE LOAD + DEAD LOAD) 2 50 P5F (L/240) PRE DEFLECTED HOEDOWN. 4-16d box(31/2"x 0.135");or ROOF (ASPHALT 5HIN6LE5) (LIVE LOAD + DEAD LOAD) = 40 P5F DETAIL @ WOOD POST TO FASTEN WITH(6)SDS 1/4"X 21/2" 28 Ledger strip supporting joists or rafters 3-16d common(3 1/2"x 0.162");or At each Joist or rafter,face nail (L/240) SLAB Q Q WOOD SCREWS,SEE PLAN FOR 4-10d box(3"x 0.128");or D ��tlL @ CORNER STUD HOLD DOWN p 7 FOUNDATION LOCATIONS.(3,075 LB ALLOWABLE 4-3"x 0,131"nails TABLE R602.3(3) NOALE � TENSION LOAD 29 Bridging to oist 2-10d(3"x 0.128") Each end,toe nail �✓ ) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST W IND PRESSURES NOT TO SCALE SPACING OF FASTENERS MINIMUM MAXIMUM ULTIMATE DESIGN WIND ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER&TYPE OF FASTNER termediate MINIMUM NAIL MINIMUM WOOD PANEL NAIL SPACING w Edges(inches) NOMINAL PANEL WALL STUD SPEEDV, (mph) O rr«~-jrr Is-pports inches STRUCTURALPANEL PenetrationTHICKNESS SPACING Edges Field Wind exposure category Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particle board wall sheathing to framing Size SPAN RATING Inches Inches Inches (inches o.c.) incheso.c. B C D U_� DETAIL @CORNER STUD HOLD DOWN see Table R602.3(3)forwood structural panel exterior wall sheathing to framing) 6d Common U11 6d common 2"x 0.113")nail(subfloor,wall) 12(6"In gable 1.5 24/0 3/8 16 6 12 140 115 110 r , � 30 3/8"-1/2" 6 (2,0"x 0.113") �.J (FLOOR TO FLOOR) 8d common(21/2"x 0.131")nail(roof) end wall) NOT TO SCALE Sd Common 16 6 12 170 140 135 h-1 � O 12(6"In gable 1.75 24/16 7/16 MLI 31 19/32"-1" 8d common(21/2"x 0.131") 6 end wall) 2.5"x 0.131' 24 6 12 140 115 110 � N 32 11/s"-11/4" 8d(common 3"x 0.deformed Hall;nail 6 12 LINTEL SCHEDULE v Sd(21/2"x 0.131")deformed nail NOTE TABLE R702.3.5 �l Otherwall sheathing 11/2"galvanized roofing nail,7/16"head 3 6 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD&GYPSUM PANEL PRODUCTS WIDTH OF OPENING ANGLE SIZE MIN BEARING U 33 1/Z"structural cellulosic fiberboard sheathing ALL WORK SHALL GONI°ORM TO THE 2020 RESIDENTIAL GODS OF NEW YORK STATE (PUBLICATION DATE 2019) E THE 2020 ENERGY CONSERVATION diameter,or 1"crown staple 16 a.,11/4"long THICKNESS OF GYPSUM ORIENTATION OF GYPSUM MAXIMUM SPACING MAXIMUM SPACING OF 0:-0:: TO I:-4:: PLATE 3/8" X 3 I/2a 8" CONSTRUCTION GORE OF NEW YORK STATE(ECGGNYS-RESIDENTIAL PROVISIONS) 13/4"galvanized roofing nail,7/16"head FASTENERS(inches) 1'-4" TO 4'-0" L 5 1/2" X 5 1/2" X 5/I6„ 8" 34 25/32"structural cellulosic fiberboard sheathing 3 6 BOARD OR GYPSUM APPLICATION BOARD OR GYPSUM PANEL OF FRAMING MEMBERS SIZE OF NAILS FOR APPLICATION TO WOOD FRAMING PROXCT 15 IN THE 130 MPH HIND ZONE. diameter,or 1"crown staple 16 ga.,1114"long PANEL PRODUCTS(Inches) PRODUCTS TO FRAMING (inches o.c.) Nails Screws , „ , „ „ „ 33 1/2"gypsum sheathing(installed vertically) 7 7 „ „ 11/2"galvanized roofing nail;staple galvanized, 4-0 TO 6-8 L 4 X 5 1/2 X 5/16 $ 11/2"long;11/4"screws,Type W or 5 Application without adhesive ' " ' " " " " " CODE COMPLIANCE b-8 TO 8-0 L 5 x 3 I/2 x 5/I6 8 13/4"galvanized roofing nail;staple galvanized, Ceiling Either Direction 16 7 12 13 gage,13/8"Ion&19/64"head;0.098"diameter,11/4"long annular- 33 5/8"gypsum sheathing(installed vertically) 7 7 g DETAILS&RES CHECK 15/8"long;15/8"screws,Type W ors 1/2' ringed;Sd cooler nail,0.086"diameter,15/8' long,15/64' head;or THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE SUPERVISION OF THE UNDERSIGNED AND DO,TO THE BEST OF Wood structural panels,combined subfloor underlayment to framing Wal I Either Direction 16 8 16 gypsum board nail 0.086"diameter,15 8"Ion 9 32"head THE UNDERSIGNED'S KNORIVOE,INFORMATION AND BELIEF,MEET THE REQUIREMENTS OF THE NEH YORK STATE ENERGY CONSERVATION 6d deformed IT'x 0.120")nail;or Ceiling Either Direction 16 7 12 13 gage,15/8"long,19/64"head;0.098"diameter,13/8"long annular- GONSTRZTION GORE.REFER TO ATTACHED RE5check COMPLIANCE CERTIFICATE 37 3/a' and less 6 1z 8d common(21/2"x 0.131")nail ringed;6d cooler nail,0.092"diameter,17/8"long,1/4"head;or DATE: 3/15/21 Wall Either Direction 16 8 16 8d common(21/2"x 0.131")nail;or gypsum board nail,0.0915"diameter,17/8"long,19/64"head NASSAU COUNTY: 5,316 DE6REE DAYS 3s 7/s"-i" 6 12 5/s" 8d deformed(2"x 0.120" nail Type X at garage 17/8"long 6d coated nails or equivalent drywall screws.Screws shall comply SUFFOLK COUNTY: 5 I1 DE6REE DAYS 10d common(3"x 0.148")nail;or ceiling beneath Perpendicular 24 6 6 with Section R702.3.5.1(screws shall be Type W or Type S In Accordance with JOB# 21-157 39 11/8"-11/4" 6 12 8d deformed(2"x 0.120")nail habitable rooms ASTM C 1002 and shall penetrate wood not less than 5/8") mI1.A2 REVISIONS 1 / 2 E F A-6 A-6 3 4 14' 51MPWN STRONG-TIE 0516, INSTALL 5 5'-10, EQ STRAP AT EVERY RAFTER TO STUD CONNECTION,SEE STRAPPIN6 DETAIL — — 6 . . . N . . 12 / LINE TO NEW WASTE L TYPICAL ROOF. APPROVED SEPTIC SEE NOTE /' q �SYSTEM ' " B METAL DRIP EDGE TO / ( } GYPSUM BOARD 10 PROVIDE 5/8 # ANCHOR BOLTS A-6 - L MATCH OTTER CEILING FINISH 45"O.C.MAX„P-O"FROM MATERIAL ;o UNEXCAVATED o EACH COiR,NO LESS THAN TYPICAL GROWN N - PER SILL AS COD E.DE. STONE PATIO OVER 4 CONCRETE SLAB MOULDING BOLTS SHALL EXTEND A TYPICAL GUTTER. HOUSE TRAP WITH bXb 10/10 WWM OVER b" COMPACTED MNIMUM OF T" INTO CONCRETE 0' SEE NOTE GYPSUM BOARD &RAVEL OVER COMPACTED FILL (TYPICAL) `� N a 1 1 WALL FINISH u, I x 6 AZEK FASCIA A - A-6 INSTALL CORNER STUD HOLD BEAM POCKET 'AZEK' BEAD BOARD DOWN AS PER CODE,SEE 'AZEK' BED MOULDING#AZM-'M DETAIL #q ON A-02 NEW 56" HIGH HROU6HT IRON HANDRAIL 4 RAILING - BEAM POCKET TO COMPLY WITH CODE. I" x 6" 'AZEK' FRIEZE BOARD 2" li •/M 14'-I 1/4' I6'-b 1/2' 15'-6 1/4" TYPICAL CHIMNEY -THIN BRICK VENEER V TYPICAL NEW EXTERIOR WALL I '' c THIN BRICK VENEER(COLOR TO BE SELECTED) OVER SCRATCH GOAT WITH METAL LATH OVER#50 BUILDING FELT OVER 1/2" 'COX' PLYWOOD 5HEATHIN6 OVER 2"X4" ' BASEMENT ' ZW STUD WALL. 4" CONCRETE SLAB WITH 6X6 IOAO WWM NEW 4"� DRAIN GRATE g O z OVER 6 MIL POLY VAPOR BARRIER OVER 6" - TO CONNECT TO NEW / 1 N 1 11 2 Cc TYPICAL METAL ROOF COMPACTED 6RAVE:L OVER COMPACTED FILL. n / 4-O �x 3-0 H CRY 5 a Q Lo STANDING SEAM ALUMINUM ROOF (COLOR TO BE SELECTED,SUBMIT SAMPLE) OVER ICE ,• �,,. �' U' Q ? 4 WATER SHIELD (ENTIRE ROOF) OVER 50#BUILDING FELT OVER 5/6' GDX PLYWOOD /�i�/'�/%�ii �iii,�////ii s %` U3 Q 3 SHEATHING OVER ROOF RAFTERS(SEE PLAN). 0-C / �' 0-D 9 \ ~ z LL TYPICAL ASPHALT ROOF 5 1/2 ,P LALLY COLUMN ON il,�/ , ,, ✓! �/ ' 11 z 3 G W N 11 1 N N N A �? 117/8 TJI 230 F.J.®16 O.C. DETAIIL Z _ NEW ASPHALT ROOFING TO BE GAF TIMBERLINE 'LIFETIME HIGH DEFINITION 5HIN6LE5 30 X50 XI2 CONCRETE FOOTING cn g W w = OR APPROVED EQUAL. GOLC>R TO BE SELECTED (SUBMIT SAMPLE FOR APPROVAL). W/(5) #5 KEBABS BOTH WAYS a °� SCALE: 11/2" = 1'-�" 3 o d o 3 ROOFING TO BE INSTALLED OVER 50 #BUILDING FELT OVER 5/6 COX PLYWOOD (TYPICAL) � � x 10" POURED CONCRETE FOUNDATION a' SHEATHING OVER ROOF RAFTERS (SEA PLAN). INSTALL ICE 4 WATER SHIELD FROM THE °' WALL WITH(2)S REBAR AT TOP 4 EAVES EDGE TO A POINT AT'LEAST 2'-0" INSIDE THE EXTERIOR WALL LINE AND AT 4" x Ib"PILASTER o m BOTTOM ON 12" x 24" CONTINUOUS ALL VALLEYS,HIPS, 4 A5 INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET x CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLASHING. "' M FOOTING W/l3)�5 KEBABS!TYPICAL) a '—^ 117/8"TJI 230 F.J.®16"O.C. i/� , 117/8"TJI 230 F.J.®16"O.C. 6YP51JM BOARD - TYPICAL NEW EXTERIOR WALL- BOARD 4 BATTEN //,/, WALL FINISH ~. 'HARDIEPANEL'BOARD 4 BATTEN VERTICAL SIDING (INSTALLED 3}"x 11II P.S.L.(FLUSI I) p z AS PER MAN( ACTURER'S SPECIFICATIONS)OVER #30 BUILDING FELT OVER I/2" �` i//�// i%%�i /ii ///. — — — TYPICAL EXTERIOR WALL.SEE NO TYPICAL BASE 1" g � � PLYWOOD SHEATHING OVER 2 X 6 STUD WALL. FILL WALL CAVITIES WITH INSULATION �;,� ,�,;, ;;/�,/,/�;;/�. , y MOULDING,SEE °g o AS SPECIFIED ON SECTIONS AND FINISH WITH 4 MIL POLY VAPOR BARRIER 4 1/2" 1/2" GYPSUM BOARD TO BE i//�/i'�i/i//% `� SIMPSON 5TRON6-TIE 0516 DETAIL GYPSUM BOARD. GYPSUM BOARD TO BE SCREWED,TAPED,SPAGKLED (3 GOATS), 4 PROVIDED ON UNDERSIDE OF ;�;/i,,/��i;� q 117/E"TJI 230 F.J.®16"O.C. INSTALL STRAP AT EVERY STUD TO `2 Y FOR PAINT. WOOD I-JOISTS AS REQUIRED IN %////// ;%/�i; m BILL PLATE CONNECTION AS TYPICAL WOOD SANDED,READ FLOOR.SEE NOTE SECTION R502.15 5 "x 11�"P.S.L.(FLUSH ii�ii iiiii 5 "x 11 "P.S.L.(FLUSH) REQUIRED BY CODE,SEE STRAPPIN6 _ TYPICAL NEW EXTERIOR WALL- BEVEL SIDING -� — — — — — / / — — — — DETAIL " 4 ,,�,/,,,�,/,/� u INSTALL NEW 5/6 G� HARDIE PLANK LAP SIDING -'T EXPOSURE (COLOR TO BE SELECTED) OVER#50 UP //%//,�//, 1 , N N ; !� � � TYPE X GYPSUM PROVIDE 5/6 � ANCHOR BOLTS ® 45 � BUILDING FELT OVER I/2' 'GDX' PLYWOOD SHEATHING OVER 2"Xb" STUD WALL. FILL ' 117/8"TJI 230 F.J.®16"O.C. I'-0" FROM EACH CORNER, �r���\. ©� ti 0 WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH WITH 4 MIL BOARD ABOVE O.G. MAX., ////////� S, `, „ ® BOILER AS PER NO LESS THAN 2 PER SILL,A5 PER /�z',�' POLY VAPOR BARRIER 4 1/2' GYPSUM BOARD.6YP5UM BOARD TO BE SCREWED ,� TAPED SPAGKLED (5 COAT.), 4 SANDED,READY FOR PAINT. 0-B /�,i ///i/ v1 g " ' �► i/�, ;,i; P. CODE CODE. BOLTS SHALL EXTEND A IS TJI FLOOR u_ �; = c� k WALL HUNG HIGH MINIMUM OF INTO CONCRETE 1, `y c• TYPICAL WOOD FLOOR PROVIDE 5/8"4 ANCHOR BOLTS 45" sD X I I I EFFICIENCY HOT (TYPICAL) JOIST `��5� s�,^ NEW WOOD FLOOR TO BE 2 I/4' RED OAK(SELECT OR BETT% INSTALLED OVER RED O.C.MAX„1'-0'FROM EACH COINER NO -« I I I WATER UNITS TO ROSEN PAPER OVER 5/4" 'COV PLYWOOD SHEATHING.FLOOR TO BE SCRAPED,SANDED, LESS THAN 2 PER SILL,AS PER CODE, LO HVAG BE SELECTED y STAINED,SEALED,AND RECEIVE 5 GOATS POLY URETHANE.CREATE SAMPLE FOR O' BOLTS SHALL EXTEND A MINIMUM OF'1" I I I ( I COPPER TERMITE SHI CUSTOMER APPROVAL PRIOR'TO FINISHING INTO CONCRETE(TYPICAL) SQUARE CUSTOM (2) 2 x 6 AGQ SILL TYPICAL EXTERIOR COLUMN .- PLATE 1"xb' PVC 'AZEK' OR EQUAQ SQUARE COLUMN OVER A.G.Q 50LID WOOD POST,SEE �ii/ 'i/�i- NEW STAIR W/56" H HANDRAIL TO MEET CODE I/2' GYPSUM BOARD ( 4 x 16 PILASTER PLAN. CAPITAL TO BE 10"xi0'X5/4" THICK W/3/4" HALF ROUND. BASE TO BE I" X 6' W/ '-" " N CEILING FINISH ' d' �% /'//;; STEP FOOTING AS PER CODE 2' HORIZONTAL FOR FINISHED GRADE TO o,�• 1 BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF /��; SLOPE AWAY FRO COLUMN(BOTH SIDES), SEE DETAIL. EVERY I VERTICAL STEP BUILDING " ' 10 POURED CONCRETE �! •/( /! , FOUNDATION WALL z H "' TYPICAL EXTERIOR PILASTEiz - SQUARE CUSTOM 10"POUND CONCRETE FOUNDATION p" DROP FOUNDATION WALL AT GARAGE DOOR n- 5/4"x6" PVC ('AZEK'OR EQUAL) SQUARE PILASTER(PACK OUT 5/4" FROM SHEATHING). WALL WItHy(�212" 2411 CONTIRAR AT Oy S � OPENINGS (TYPICAL) — _ _ _ _ _ _ _ �MN � B T M OF ® TOP 4 � n 11 N N N N BOTTOM VI`1 12"X 24"VVI\11NUV1A�7 (y —I I it I I��—I�I I I I I I 1 I ( I I I I ( � I I ' I " BOTTOM OF FOUNDATION �- CAPITAL TO BE 10 xl0 x5/4 THICK W/5/4 HALF ROUND. BASE TO BE I X 6 W/ FOOTING W/l3)�5 KEBABS(TYPICAL) ' BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF 5 1/2"� LALLY COLUMN ON 1 1—III. WAIL PILASTER,SEE DETAIL. r- 50"X50"X12" CONCRETE FOOT146 � 4 DAMPROOFIN6 OR � U TYPICAL STAIR ((TTYPPIC�ARS BOTH WAYS � WATERPROOFING TO BOTTOM OF � W iiii ALL STAIR PARTS TO BE MANUFACTURED BY L.J,. SMITH. OR APPROVED EQUAL. SUBMIT ///,/ ,// FOOTING (SEE GROSS-SECTION) " o SAMPLE OF ALL PARTS FOR. APPROVAL BY OWNER PRIOR TO ORDERING. MODEL -' NUMBERS BELOW ARE FOR BIDDING PURPOSES ONLY. 117/8"TJI 230 F.J.®16"O.C. %;;i/ 'i/,/i� 6'-5 1/2" ¢` Q'-41/4' - '� HANDRAIL = LJ-6900 o-A �!,�/ ,�!�, (� _ }°, POST = LJP_5QI0 %;;, i,/,;/. DETAIL / N F BALUSTER = EL-5060-H 56 (1-1/4 SQUARE BALUSTER) PROVIDE PREFABRICATED 0' U A ALL ADDITIONAL STAIR PARTS,LANDING FITTIN65,6005E NECKS,ETC. TO BE METAL AREAWAY A5 REQUIRED �����%/� /�//i,/y//i/�/�i cr INCLUDED. SUBMIT SHOP DRAWIN65 FOR ALL STAIRS 4 HANDRAIL FOR ARCHITECTS 2 SCALE: 11/2" = 1'-0" , (TYP) APPROVAL PRIOR TO INSTALLATION. r ( UNEXCAVATED �' ( 4" CONCRETE SLAB WITH bX6 10/10 WWM Q 00 O 0i BEAM POCKET OVER 6" COMPACTED 6RAVEL OVER COMPACTED FILL. PITCHED TOWARD p" &ARASE DOORS (I/6"PER FOOT) LA D ' 10" POURED CONCRETE A-6 - FOUNDATION WALL a EXPANSION JOINT � �� UNEXCAVATED 0" STEP FOOTING AS PER CODE 2' HORIZONTAL C ° 4" CONCRETE SLAB WIITH W ;o STONE PATIO OVER 4' FOR EVERY I'VERTICAL STEP A-6 DAMPROOFIN6 OR a 6Xb 10/10 WWM Q �] CONCRETE SLAB WITH 6X6 10/10"Oym 6' 4 WATERPROOFING TO BOTTOM OF '""' Q 0 *' FOOTING(SEE CROSS-SECTION) 10" BARRIER(CLAS6 MIL POLY S COMPACTED 6RAV8. INSTALL CORNER STUD HOLD DOWN AS PER OVER 0OMPAOTED FILL CODE,SEE DETAIL #4 ON A-0.2 � (2) #5 REBAR® TOP 4 BOTTOM OF FOUNDATION O w 4 .• .. . , • o „ N WALL �fKM � � \ 4 CONCRETE WASH a U C7 -10' 2V-II' ° ° 4 N C) 2" x 4" KEY U E 12" x 24" CONTINUOUS I "MM a A-6 I,,' I I a I v POURED CONCRETE FOOTING d U NALL SYMBOL KE I WITH (5) #5 REBARS240 PROPOSED CONCRETE FOUNDATION WALL I � �•''' - . .. ... . .�.... Y�: FOUNDATI O N PLAN - PROPOSED co CARBON MONOXIDE DETECTOR FOUNDATION PLAN SCALE:1/4"=14" lo„ T so SMOKE DETECTOR DETAI L 6" COMPACTED GRAVEL �4.! INCHES NO OVER COMPACTED FILL FIRST FLOOR: t 2,586 SQ. FT. t' 3' 5' 7' �'�� --FEET SCALE: 11/2" 1'-0" DATE: 3/15/21 rA SECOND FLOOR: t 1,826 SQ. FT. CEILING I MIGHT JOB# 21-157 Awl REVISIONS 1 2 TYPICAL CHIMNEY - THIN BRICK VENEER E F THIN BRICK VENEER(COLOR TO BE SELECTED) OVER SCRATCH GOAT WITH METAL A-6 A-6 3 LATH OVER#50 BUILDING FELT OVER I/2" 'GDX' PLYWOOD SHEATHING OVER 2"X4" STUD WALL. 46'-0" '� 4 TYPICAL METAL ROOF 15'-5" 1 16'-2' 14-1' 5 STANDING SEAM ALUMINUM ROOF(COLOR TO BE SELECTED,SUBMIT SAMPLE) OVER ICE 4 WATER SHIELD (ENTIRE ROOF) OVER 50#BUILDING FELT OVER 5/5' GDX PLYWOOD 6 SHEATHING OVER ROOF RAFTERS (SEE PLAN). T S 7 TYPICAL ASPHALT ROOF, 51/2"X 91/4"PSL(FLUSH) NEW ASPHALT ROOFING 10 BE "GAF TIMBERLINE" LIFETIME HIGH DEFINITION SHIN6L.E5' —————_ —_ —_—__ 8 OR APPROVED EQUAL. COLOR TO BE SELECTED (SUBMIT SAMPLE FOR APPROVAL). ROOFING TO BE INSTALLEED OVER 50 # BUILDING FELT OVER 5/5" GDX PLYWOOD 14 I u, 2°x lo°C.J.®16°O.C. 9 SHEATHING OVER ROOF RAFTERS (SEEPLAN). INSTALL ICE 4 WATER SHIELD FROM THE I I B EAVES EDGE TO A POINT'AT LEAST 2'-0" INSIDE THE EXTERIOR WALL LINE AND AT "' 10 ALL VALLEYS,HIPS, 4 A5 INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET 1-J I I 11-L - -- ; - 1_N A-6 CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLASHING. � o DINING ROOM 51/2"X 91/4"PSL(FLUSH) RE RCH O E TYPICAL NEW EXTERIOR!MALL - BOARD 4 BATTEN q 'x ' Y 12' sb '---- R FLDOR- 'HARDIEPANEL' BOARD 413ATTEN VERTICAL SIDING(INSTALLED N AS PER MANUFACTURER'S SPECIFICATIONS)OVER#50 BUILDING FELT OVER 1/2" 1-i 4 EMI 15E t PLYWOOD SHEATHING OVER 2" X 6" STUD HALL. FILL WALL CAVITIES WITH INSULATION A 2"x 10"C.j. 16"O.C. N 15'-61 AS SPECIFIED ON SECTIONS AND FINISH WITH 4 MIL POLY VAPOR BARRIER 4 1/2" 51/2 EGt EQ 5 I/2 5 IA"2 GYPSUM BOARD. 6YP5UM BOARD TO BE SCREWED, TAPED,SPAGKLED (5 COATS), 4 A-6 SANDED,READY FOR PAINT. 51/2"X 117/8'PSL(FLUSH) 1-K 51/2"X 117/8"PSL(FLUSH) TYPICAL NEH EXTERIOR PNALL - BEVEL SIDING MASTER BEDROOM 51/2"�/4"PSWLUSH) HARDIE PLANK LAP SID1N6 -"I" EXPOSURE (COLOR TO BE SELECTED) OVER#50 WOOD FLOOR BUILDING FELT OVER 1/2" 'GDX' PLYWOOD SHEATHIN6 OVER 2"X6" STUD WALL. FILL BEARING WALL WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FIN15H WITH 4 MIL '-5 1/2' POLY VAPOR BARRIER t 1/2" 6YP5UM BOARD. GYPSUM BOARD TO BE SCREWED, 5 I/2" 5 I/2' �, u 5 I/2" U. TAPED,SPACKLED(5 COATS), 4 SANDED,READY FOR PAINT. LOAD BEARING o � I I I WALL a �\ I I I WALL O fu TYPICAL WOOD FLOOR OVENS QZ NEN WOOD FLOOR TO BE 2 1/4 RED OAK(SELECT OR BETTER) INSTALLED OVER RED `d" w a I I I cu o tpo " 117/8"TJI 230 F.J.@ 16"O.C. NVIF) RO5EN PAPER OVER 5/4" ''GDX'PLYWOOD SHEATHING.FLOOR TO BE SCRAPED,SANDED, to 00 C i i -i W Z Lo n i� a � I I ©I �o � 50. zL7 STAINED,SEALED,AND ni.SEIVE 5 COATS POLY URETHANE.CREATE SAMPLE FOR 1_H I I I ©I 4 � 3 CUSTOMER APPROVAL PRIOR TO FINISHING 3 I/2' I �X - (� z �� -i ® --�-- � 'Q TYPICAL EXTERIOR GOL.LIMN - SQUARE CUSTOM m I/2' I i `� a i i i o L C G U. �� " ' I I �n GREAT RO M X I I I I � Z 40t � I x5 PVC,(A4ZEK OR EQUAL) 5QUARE COLUMN OVER A.C.Q SOLID HOOD POST,SEE 3-6 I I. I I I I Dw 3 PLAN. CAPITAL TO BE 10"AO'x5/4" THICK H/5/4' HALF ROUND. BASE TO BE I" X 5" W/ D FL N I I I ____ to W 5 IA'2' 1 14 -FOB FI E TO BE L0 � l----il `° o 1-O o Q g LU E Z Q BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF J i I 5)�LEG IED I T HSS4x4x1/4 STEE I x " Lu Ij COLUMN(BOTH SIDES),SEE DETAIL. ■� WALK IN CLOSET I ' WOOD FLOOR j MARF 6 COLUMN TO RE ON KITCHEN I TYPICAL EXTERIOR FILA6TER - SQUARE CUSTOM �; 5F'EGIFIGATION5 NEW FOOTING& ---- 5/4"x5" PVG('AZEK' OR!°QUAL) 5QUARE PILASTER(PACK OUT 5/4' FROM SHEATHIN6). — — - — — — — — -1 COLUMN BELOW WOOD FLOOR i M CAPITAL TO BE 10"x1O5614' THICK W/5/4' HALF ROUND. BASE TO BE 1' X 5" N/ H 8 BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN HITH SHAFT OF f 5'-q 1/4' 8'-II I/2' ---------- ------- PILASTER,SEE DETAIL. #_ _ pl PLUSH STONE 36" RIDG./ — — — — — — — — — eJ r " SADDLE FR EZ. — J -- I W 10 x 0 BEARING WALL---, p Q TYPICAL STAIR �y _ 3 FELUSH) _ ALL STAIR PARTS TO BE MANUFACTURED BY L.J. SMITH.OR APPROVED EQUAL. SUBMIT �' SD 10 4" a 5 SAMPLE OF ALL PARTS 1=0R APPROVAL BY OWNER PRIOR TO ORDERING. MODEL I 1 '28��yoy o G =S' a z o NUMBERS BELOW ARE FOR BIDDING PURPOSES ONLY. 51/2 51 NEW STAIR AND 56 I C _ m PANTRY m 0 p0 -� HANDRAIL = LJ-6a00 p a HANDRAIL TO MEET CODE I `� ry� WOOD FLOOR a POST = LJP-3410 i�7j" F. .®16' O. o in BALUSTER = EL-5060-H 55 (1-1/4" SQUARE BALUSTER) x p (2 13/4"x 117/8"L.V.L.(FLUSH) `'' m I/2" ALL ADDITIONAL STAIR PARTS,LANDING FITTINGS,6005E NECKS,ETC. TO BE M S E B TH O M I I i- _ INCLUDED. SUBMIT SHOP DRAWIN65 FOR ALL STAIRS 4 HANDRAIL FOR ARGHITECT5 4 0 .�,� Tl 0 -�� SD x I I O I V-61/2' SADDLE ONE O APPROVAL PRIOR TO IN'5TALLATION. lR �► - I 121 UP '" - - I o %;� '1 �O T EI `� FLU5H STONE 17R HALL O m ° I (j �� y " ` SADDLE 5'-I I' r i ° x ; ' r 17 . 51/2" p ILE FLOOR0" c P, r- + VENT DRYER M w f DN so co m a E- TO EXTERIOR J 1 Rlvc4. 0 o T-4' Ix _ + r 1-F 0 0 E 5{ TI F R 51/2' 'GROAN' #QTXE-150 (150 CFM .. L STONE _ _ L 'BROAN'#QTXE-150 (2 x 2 DR M OR EQUAL) EXHAUST FAN "' (150 GFM OR EQUAL) � BENCH DUCTED TO EXTERIOR # FAN �' CONCRETE STEPS STONE B CH =TED TO r 1 r EXTERIOR EXPOSED CONCRETE CURB INSTALL 'WATTS ——— -- 5/4 HOUR FIRE RA r INTEL.LIFLOW' "SERIES = k=__=k�_= V „ a Lo ® � zF. BAT ROOM 1 W.I.C.�F O CL 1 IN6 �v ' ~ ® N5T,,&a 5/5 X ------- - 5 3}"x 11 PSL(FLUSH) o o GYPSUM U WALLS 4 CEILI 6A ____ PLUSH STONE ,, AS PER CODE SADDLE — 0 I GARAGE X0 m SD ry 11 OPEN TO ABOVE "CONO cq _ k=__-kl== I- r_4 u DROP CEILING 11 '" OVER SHOWER 6" co m 1 M FILL L BEDROO #1 5-9I/2" cv 23-0 — ---- _��____��_= q � _ •� v WOOD F — 3 I/2' _ _ 51j2 X 117/8 PSL U F 5 1/2' 77 O ti '� m K FOYER P GH SLAB I/5' �— ———— ———— „� . - I- HOOD FLOOR v 3 O c�S 5 1/2' `po 0 1 (3) 0 2x w 1 a = =k== '00D o -- CD CO DP H oo n 1 n X C w - TOLE x 1 X �°'-6 Q t 5r� �D O r w 1-B EQ I ( 5' 1/4 TYPICALJ I 3) x10 (3) x10 (3) x10SE NOTE 1 \ 1-U 1-T 7- 1-S NEW LATTICE/PER60LA U , BLUE-STONE STEPS ABOVE 6ARA6E DOOR TO N O WITH BRICK RISERS T, "— — — —T,�4" BE SELECTED ,x Eq U E U FIRST FLOOR PLAN NALL 51'NBOL KEY PROPOSED FIRST -- PROPOSED TYPICAL NEH WALL FLOOR PLAN SCALE:1/4"=1'-0" °""'" Ia CARBON MONOXIDE DETECTOR • 4 INCHES sD SMOKE DETECTOR FIRST FLOOR: t 2,586 SQ. FT. 5 5 r FEET DATE: 3/15/21 SECOND FLOOR: f 1,826 SQ. FT. CEILING HEIGHT JOB# 21-157 Am2 REVISIONS 1 2 E F E F A-6 A-6 A-6 A-6 3 sy ! 4 TYPICAL ASPHALT OP SEE NOTE 5 TYPICAL METAL � TYPICAL GUTTER. ROOF.SEE NOTE SEE NOTE 6 ir,iir/j j// ,,/i/i✓;r/ii/,, ,,/ji//j;//yr,/j/, ',/% r/ LINE OF COLUMN BELOW _ _ _ _ _ INSTALL ICE t WATER SHIELD FROM THE TYPICAL GUTTER. 7 EAVES EDCsE TO A POINT AT LEAST 2'-0° !j r// ;✓ , r n - - - - i INSIDE THE EXTERIOR WALL LINE AND r -ii j%✓ /ii'i% '/ii:'jii;iiii��ii��i/�ii/�ijr ir''i! r✓rrr' %r/,/ri,2;�C 6 T'@16,O.C./if r/r/r/ //✓/ rr /• ,,//./ r// / / /i/i / / /!r //ri //i/r/i/ri ; 'i' 'i1 r/i r rrr�r� L LJ J ii /'/i/ j /�/%j/r%/�r,/�// r%/�///�,/�r // .,1//r X 10"r R�15�O.C!'ALL VALLEYS t NIPS AS PER CODE / / // / TYPICAL ASPHALT i I MANUFACTUI�RS SPECIFICATIONS t AS 9 LINE OF WALL BELOW- ROOF,SEE NOTE I i INDICATED B /r / /r� �i// O ii;. / / ri ii i% i r/i//ii' tYPICALIMETAL ROM // // // / // i /, / / / //• ;/ // / // / rri /i/ /ir /i/ i/ �%r '% r�%/j /� /B� 10 EE 0 r/ /' '//' ': /' i✓'j r/ ' ;/- i/�'/; j/rj/%rj//i'//j/%r" %/i%/�%%/�%%/j%%jrj/j,�/j,j j j%j/r ',//,�, it ✓/j /rj I I I�r%�rj% i%/ i i////: !i%/�i/;:/�/� //�r/,;;,, //r // /r�;/r //� ✓/';/r %r /r / // / /r / / A-6 - - - - - - I I I I ,/ �. G-�..� .� ✓//,//jr/jr.ir j///h: j j!/j%!/j%/ji%/j j//j j%r j%//j%/j%% i j j% r/j; 'i%j j j j, I I /� //rj/✓ji/;// :' ri/�/✓////.ij. ;i// i!i'//'//' i✓/ /' 'i 1 ///r/ /j/;///r�C� //,//i //r/ /////r/r////////r///r'�'/ r/' r/✓ i/! %r // //, TYPICAL ASPHALT //- ,//�///i// i%/�// r '! //( //r///j//r�/. .// r/ //////�///�, //✓�r, //r%r'%/ri%r/r�/'%/!/%/r/j 'i' r 12 /�; 'r/ 12 EQ 4'� I I r/�'// /✓ //- , ✓.,/2,X6,. (W16 O.0 SEE NOTE ✓/// ,/- ,, 'i// /, �// /// ,/; /✓,/r/rrr/,//rrr/r /;// ;- r//r;rrri///�/r�rrrrrr/�r,�;� ,/, rw /� �' /r/�� �, r I // / //' /' -// 'i;ii'"i✓✓i/r�%rrr% / %/' i%rr%%r��r/�i//�X �/;;/ j%r/%/�r%,rj%✓rjrr/j//�%/r� '/� ;�� 12 � �� /� 12 EQ I I i��,//y✓/!::%/il//, //.,/✓. // %/.,,/;! /// ,/r!, ,j//;�'/'r/r/'/'!//r�' , /'i/ ////j//%rr%//rr//rj/'/r////�'ir r/ '/' %//r// %� TYPICAL ASPHALT n n u /,"6 " n j/ /// /i%/ //j///jr/-, j/✓jrj ,//r/ //rr//jr//j//j// /G4 / //j//�r; 2 X 10 RR Crib O. / ,2 X 10 RR®16 O.C. / /-r//! ///// rr/ ,r/rr////,r!jr//r/�j,///// r// � / i/ (r,=. i/ / r- rr, � I I I i/- /✓/i, /i ,/.'jj, j//r////j/�j/r/j/ ./!�%/r/%rr////r//ri,,////////// // r// '�, i,N /;� � � '�'//,✓,�,r/ I �,,SEE NOTE A � ' I I I 'r j /✓✓ "�j '/'� 'i� /rj //j//r /rr////i///�///j/rj//ri/rrj//��j/;//!jr/j j/r jr//j,-//j/ j////, j j i �ra . //j I%//'r%;-'i;i I 12 /i ✓i/ 12 A-6 I I 2-H I I A-6 !//r/, �!r ;i' �,i /� ✓/ / //i /, /r / //;/i / / , r C// /✓� I I I I I i/!r%/. /. .,,, ,/, / /// � // /�/ / /' ,///,/✓,„ ///,rr!�//!//!!ii!ir,��j���j��,'iii'� �� C�� �� //��rr, / I 12 /' rrj////- i/��//�/% !iX!i ii/i%✓:i d/i%. "�i%/!i /' ' '/,' / -/��r/��i, /% / / I -- -- - -- - -� I � � '/,j//' ,// ,// yr%�, /,/rr%L..- L ,/ ,',-;/ ,; . . ��'1 � ....:J jj' ,j%//i%/� �✓j; j/� I i i��j�%%/ i � I f TYPICAL GUTTER. '�i, , ; , / i r i '�, .- ;--1 / ✓/,, I 51 2 X 91 4 PS // I' *. / ✓ / ;/ r/ /' / / / 1, / / ,, /, ,/ r/•,'%/�/r ;�'j/r � r r /,. r. ✓ / r i /, r//' // / //, //V// ///� / i/ i / , ',/ /a SEE NOTE r/✓ I,,//''i/i✓r,/ ////i'Y/i✓ // �i , i //%, i /' / i / fiI/j//j///jrj j/,jr/✓/ryy///,I /I r1 yY/j/,ij/�%j��j/�y// 1 f/ ; �.✓, r•i; �,j % ;j � �; OVER FRAMING _ i . i I,/r //, // jr rr r// /r r,l / , ' , ' '� `" - / r' �/ � , % / ' '' ,,r OVER FRAMING tr j j/// /, /, i / . /"'i ✓ ! /fi k j//U r jr/j/r/j/%yjr/ j/ /j i l / /; /.', j i /,. > y� r'�//jj/ G W Ii ( / /i ,, / ' r', ,, I ,/'gyp ,''//f✓ r// // / 1'"/ / � � // / r ..I z ® , ///j// ,. , / ! ' ,i ✓ '' i / / //j, /j Y/ /rj✓//j�j/j�✓/'I ✓ / i / / ; / ' �ir r%/rrj p W W ZUl u TYPICAL ASPHALT r/ ,/1 C / f,//�, ,/�, ,rr //i!,r i�/tI I /: , i r r .rrr-j, 5 a. p LJ t� C I �,SEE NOTE ,� /� /// /�' /r' /r' // /' / /' /j/- r f'rr�/ram "✓�%r cl%jj%!�%%rrj%�'//,I , /-//•i/r,,,,.r//'r//'///' '', i/, ' ry%/ /// / /` / ✓/ // / / I LL L13 Z W VIDE / i%r • /rr �/ — / jr/r r/�j/r' ' 3 L F- W / / ti i/ //t�11 I/2 1 // /// ///✓// 1 , �. %;/, /i//r/�% Z Q p C ul - - - - - - - - - - - - - - - - - - - N ;�/jjj/j /�jj ry j/7��` j%X; am/ �j %�,,�jj / - Ln - - - - - - - - - - � i'— — j1-/�i QWW �yV �. �' ATTIC in o / / / r r r / / / / AVT GE A5 PER 5 I/2 4 W.I.C. 5 I/2" I I O //rr o ,r I r, r r ,r ,SOLID P08t; r .j/r %i i •ir �! r/ E 11-01 �, �, VIDE ESS TO ALL irrri,� C r✓ -/i"��i�. BELOW/,;i, % ✓/� / r✓ '� ��ir�1.; 3 �F 0 0 3 POST FROM ABOVE �i I�' //� // /i,'/i '%/ // //!/r/�/ r� . /' /a } 207 -1 STRUCTURE ABOVE 1___- I // - - - - - J� i Y�i r ''ll ""P.S.L, D � i INSTALL ICE t WATER SHIELD ON ENTIRE �j ji jai- TTIG SP E AS PER CODE //% I �/' /� %i - -- -_ ---------- --- --- --- / - - - - - WOOD FRAMED —' / "X , R'/ /!; iLOW PITCHED ROOF(TYPICAL) O _ //r /// / // / rr CHIMNEY WITH THIN , / j / //✓ 'I a /. �. / / i � ,r/ r / �0 LISTED ON ROOF PL. N ✓i/ / / ,; / //, / / ///,// / // ZD ,�, a T / rrj /f /j/�//r✓// r /J'r i// y/r //1 ® BRICK VENEER q UNFINISHED INSULATED ATTIC 1'I'/j%/' /i i%! i/i ' //':' i/��i�{ i% ii%'�%�!ii✓� j� ✓j%//�' `� oa _ 1//j% j j�/ j%r'/j%/�, i//ji/✓ji/ji//i j//j j/ ,ir/j jr� /i /�j N U z A QLYWooD suB FLOOR �►�'2r I i�%, / . i/r!//!///i' i!%//!i!!/r!; /� ;/�iL!�/i!" 1'�i, !� X %i�j, TYPICAL ASPHALT w 0 %/�i/r' / r/r iA O to 2"x 10"CJ®16° I ;I i/rr AS SQUIRED T I I TYPICAL METAL N ✓i rr % B4�,SEE NOTE Q X '� I "// r ' /i /% // ' ' $ 0 0 _ //�� ✓/��✓!;i/��i/�; EQ2,SEE NOTE 'rjj/ ; d�¢o 0 g L ZD BEDROOM #3 �Q r. M `t ;i/ /r/ �'%/ r,rrr, ✓r, i I //rrrfj O .. - WDOD FLOOR TYPICAL ASPHALT ROOF.SEE NOTE FLUSH STONE / j//'' i/rrj/ f 1 /ij/✓ U //' / ' / !'� SADDLE 51/2" 51/2' r I jii `jj�%�O %r i 1 O � II-51/2 '�/�/ii%'ii✓'%i�'%r/j%/�j//;///�///�'//'j/"/l"j/'r%/i y-+ i%i/'%i j%//iir�i/!%%/%�%ii//' 'i✓'��/ i;%'%. /i%r/i>,,'/,"'-%/�'/�;-',/. •;,,�o ./-7,,i,,%;,�,--,-////r'� ' �y_ � _. // ,/, // // ,/ r//.,/. // ,// r// ,/i ,/ ,// ,, / r// , ,/ ry n /• //! // ,/ /// /r',/i,/ri//// /////i///i/'/ `" ////r /r/ /////r//r/ ///yy' ' _/<< 5 1/2 DROP CEILING b I '�' /r/�.//�i/��//-. .//,/// ,,//,//. ///.//✓,/; ///,,//,//-� /,r//, ,,, �///2. I2,RID("iE` / / / /, !, / /, //�. // / / // // /�,/�i///r//�//✓i/rl /C-3 OVER SHOWER - p / /✓' /✓'//:" //✓'/✓' /✓'/ , /. •,/ //- ,, r //' // ' t- 1 rj/�:///////j/� r/' // /// //ir/',,r/j//ji/////�j//�} '%j// j// j/�i///jji jir�j%/j /' �j/�j/✓'j//rji/jj% i%//%%//ji�;%%/j% �j i'/i%rri'r/i//%'//✓%//j / ({ r �r to /1_��li!.r//. ,-/,;r„ ,//�L✓ ..-//- f, �_,-//__.//l..r//_,//'•, / ,r/•. ,_ 1_/!, / /, r�/L',/Jr. ,IL�r/✓� �_.� r TYPICAL ASPHALT �, / ii ///ter__,/✓�_,/-- /� _ ,�✓,11 �/ �//_ ��,/�I, „ r i. „'� �• O NEW STAIR AND 56 I cam,SEE NOTE r HANDRAIL TO MEET GODS - - - - - - - - - :i' e� • to � k)Q� 17R � i �i � ✓j/r� �/// i, \ - �///j;, ; `` `' �' �. O UPPER LANDING WOOD FLOOR I '►iiii�' /r; ', '\ TYPICAL ASPHALT " W.I.C. �� j i i �SEE NOTE 4 i i / /. i ri t\ 51/2' .0 5 I/2' ✓ ''1 irr/ //' / /� r'/�i,1✓ rn w ,1 ✓i�i, ✓/ - / /� �, C1 u irir'I': g o q+ M l 'GROANQTXE-150 1 so I z ,oa ��• 0 51 I (150 GFM OR EQUAL) O +, I a a� - - - - - - - /�r/i `/ ? �� 5 I/2'I 5 I/2r so a EXHAUST FAN to o. O 1 / i / /. ✓/ / x � � DUCTED TO �/! i/ / i /. O', U /' i ' I z to X Q EXTERIOR ?boy I '1�i/i / ' � N /�. i��i1 4 WATER SHIELD FROM THEINSTALL EAVES EDGE TO A "lift N BATHROOM #3 m TILE F ,0 51/2" X 1 „ 2-E `oa ,} 4'-0" r+ *, • BATH #4 to 2-J '�1/j j Cif i '� �y j%� N /j FONT AT LEAST 2'-0" INSIDE THE TILE FLOOR cv ++ 1��!i!' �; //;;r ��/✓� ; ' EXTERIOR WALL LINE AND ALL MY 3+�X 9 PSL(FL bi�r sD r O 15•II I/2 1 / / VALLEYS t NIPS AS PER CODE, 'i�i! - /�, MAMACtURERB SPECIFICAtION'3 t U ( I / / TYPICAL METAL /� / ' �' ROOF• /rr/ r/, // a 3 I/2 /i/ / SEE NOTE , ✓/ / ,0 / -'r' ✓r/ ri , / AS INDICATED CDs `�a /1 i�! % jai r�;'ri iii'/i'''i' �✓'j/, ii , iii C � � � • ( i �/ �j/ /%�//!�// %�ri% %!/r % r / / %/ i W � F7 �, o I / +, BEDROOM #4 / � ✓/� �ii /' /-, r/' ,;, ,, ✓// //, �/; ,�/� /// � u i/ / FLUSH STONE sD r � �-� � �r /• ''; ✓ /// /, / / /, / / i '/ /v r / SADDLE WOOD FLOOR FLUSH STONE Y OVER FRAMING // /✓ / // ✓ / / / - / / ;r o 0 SADDLE 8 //� / / / / // ,,1r / / �/'b, rr/// "// %� /✓ � y �., • /' �i' ;• / y !/ ✓i/ yi J%i / ii;// // r ✓r ''/'%' TYPICAL ASPHALT I lOPEN TO p '///!rji//j/'jj' j/ lji°� '//�/// ;//�✓! j //r / �+ 3 51/2" BELOW N — —— `p — I i / "j!\/�% /%r r %r%j 'r j/ /j r j //j //j✓/j /.j'%%j /j a�C // / i, y i// �,SEE NOTE Q ►Z- �3 — — ' '/�✓/r' %r /%/rj%/'j//jj////� //'\ r / , r i' / F 15-4 2-I 0 2-K _ , // 1 r = r . / --- /I I� ---- -� . % /Y' y / // '// ✓ ' / /,/ ram/ `Q sip, u u \" j //�,. .'/// /,,r,!, ' ,r. ,. ,,, - .,, -/' / �1,1 m • 2 x10 C 419 r ,' i //.� / ✓ / �." ,�i / / / i i l // / �/ /r/ , % u � BEDROOM #2 4 �-- I � 1 / .�. WOOD FLOOR - O I� •'+ / j I 2 % I ✓/• -//;x ///,//i,/, //' ///,/ii,✓r�j/ram///,r;' r! �/r '/_, //� �/� //. ✓r/���, ,{ �a 2 x 10 CJ®16 �t I c� 1-0 5/4 O ' '/. j jj N ///i rr%✓rr rr/ i%'rr%!rr//r%/r'%rr/��' ri /-• m / I I 5 I/2 T TYPICAL ASPHALT i x / /, i/ /✓�// ii,'/'r i////// /, / I I \ 0 I ME SEE NOTE / i v , / i , /' /' rr%• /�;//% r f;+I j%/ri%//ji//jj%j j//j / ,// ✓ f j, // 'j j//j ji/jr//jr/j jr/j j/ �j i 3 l X 9 PSL(FLUSH) 3 2x10 I� -- 'f -- -- -- I D 2"X 6"C7 9'16"O.C. `,/j/ r i / j� TYPICAL GUTTER, 1� 2-C //, ' /' /i/-i n,/ „ 'i✓ ', r/i //� /// '/� // // /, /. ,, / /, SEE NOTIE 1 I I - I CATH CLG CATH CLG - I A. 8 -�_ A-6 //. ,, ..y ,.. , .. -/%/ i% / r j/ ./ jl%//r,'�/'%/ /, ,/r %/✓i//////,//!�// % , ",i/ ,r',//'//r� ��j !// r /I i j//%//ij:r'//✓i /' ."/- O 5 I/2 2-A I 1 �n I /✓ }i///i // //✓ //! / /. /// ✓i✓/�/r /rY r i/; /r/ // //r r// // i %/ // ,// r/,// /, �i , /,; //,// // / i/r' /' C i%++ J%/j�%rjj i�/%'�217C6"CT ®16"O.C�/;'�j/jj/ /� � , j j j ;j j�/j j/rjj/j j% /j' j/://�//✓:. /�t, n n /% " n i� C w 51/2X91/4PS �n t I I i /ii!/%/!/%/!%/✓//' :/i' r✓' / , '✓i = 2 .x110 RR@16 0.C,/ ,r/ 2 x10 RRwd C. A-6 TYPICAL GUTTER / L /1 /- %' 1i / / /-�r r /r o ;// rr rr // r✓ I/ rr, .,r. ',//. , « I I I I I �� f� ' ' �i// , "�'� /r+ . r // /r / ' I r /' ''/ i A-6 0 Q 0 I SEE NOTE r//�:,-.�.✓� .� -.... �.. .�,..r ,/, i// .r//fit//r/;/,// /r' /// -'//' rj// �'/, F-'� F� r /% i/ /%%"ii'/ i%;,%//,i :�%� ii� i%!�%%; %�i%! i%! !�%� N_r%/'i%ri� /i/✓/ 1 12 Ijy I I 12 !jj%/j;'/j /i. /,�, /i r/ ,rri /, l / I �/ rrr ✓ C) �-+ N I V-10 5/4' I j `r ✓j'%%/'%//"oo %%irj 'r%%'i// ! rrr' ..; - - /� 12' 12 I 51/2" 51/2' I j/;'j/j�✓/.N ,;'/jj%j�j/� � ��j ���7�j ��i�ij/j ,jj/jj%jli%j�% ,:ji%%,/%%rr',i/'i'I;r%/,r%r�.%/r�%/✓r'%/r %r i% rji TYPICAL METAL ROOF. /i/ 0 -//' /!' r'r r //� // '///; /rr% rr/. ' ; �ii r�'%/'j%'/ ,/r,��j�j%//✓� r✓%rr%/i% 'r/!'rr/ ) /' Q �-+ - I - - - 2x10 � - - I , ,�'/ / r TYPICAL ASPHALT SEE NOTE TYPICAL METAL i/�.r, '/�i./..�!��.r /!/.L�.�: '.�!r! '` .�.%LGi /�,_:/ //%r/% /r%:/r�/r/i/i/r /, EQ EGt 5'-II/4' 2'-B _ Ll _ ME SEE NOTE '- i%�i%�i%%%ii;' �i % i%//i%✓, ROOF,SEE NOTE FU-� 2-L TYPICAL METAL J DOOR BgAYI TYPICAL ASPHALT TYPICAL. GUTTER, B�SEE NOTE TYPICAL ROOF.SEE NOTE SEE NOTE EQ --EQO� (V TYPICAL METAL ROOF. U SEE NOTE E 25'1 E TYPICAL METAL A-6 A-6 �,SEE NOTE U SECOND FLOOR PLAN W_ 5YME3oLKEY ROOF PLAN PROPOSED SECOND PROPOSED TYPICAL NEW WALL FLOOR&ROOF PLAN SCALE:1/4"=V-011 ,� Q CARBON MONOXIDE DETECTOR SCALE:1/4"=V-0" .._� ; 7. �t 4� INCHES INCHES FIRST FLOOR: t 2,586 SQ. FT. 1' 5' 5' 1. FEET so SMOKE DETECTOR 1' �' S' m ` �; �. Q FIRST FLOOR: t 2,586 SQ. FT. FEET DATE: 3/15/21 SECOND FLOOR: t 1,826 SQ. FT. CEILING HEIGHT SECOND FLOOR: t 1,826 SQ. FT. CEILING HEIGHT JOB# 21-157 A-3 REVISIONS 1 TYPICAL CHIMNEY - THIN BRICK VENEER _ THIN BRICK VENEER(COLOR TO BE SELECTED) OVER SCRATCH GOAT WITH METAL 2 TYPICAL ROOF LATH OVER #50 BUILDING FELT OVER 1/2" 'GDX' PLYWOOD SHEATHING OVER 2"X4" STLV WALL. 'AZEK' RAKE TYPICAL METAL ROOF -_ #AZM-25'1 4 5TANDIN6 SEAM ALUMINUM ROOF (DOLOR TO BE SELECTED,SUBMIT SAMPLE) OVER ICE I" x 6" 'AZEK' d WATER SHIELD (ENTIRE ROOF) OVER 50# BUILDING FELT OVER 5/5" COX PLYWOOD RAKE BOARD 5 SHEATHING OVER ROOF RAFTERS(SEE PLAN). 'AZEK' BEAD �" 6 BOARD TYPICAL ASPHALT ROOF NEW ASPHALT ROOFING TO BE "OAF TIMBERLINE" 'LIFETIME HIGH DEFINITION SHINGLES' SEE RAKE DETAIL # 2---" 1" X 2" 'AZEK' 7 OR APPROVED EQUAL. COLOR TO BE SELECTED(SUBMIT SAMPLE FOR APPROVAL). :: ROOFING TO BE INSTALLED OVER 50 # BUILDING FELT OVER 5/6" COX PLYWOOD — - I" X E 'AZER 8 12 �/ \ �� RAKE BOARD SIDING SHEATHING OVER ROOF RAFTERS(SEE PLAW. INSTALL ICE 4 WATER SHIELD FROM THE EAVES ED6E TO A POINT AT LEAST 2'-0" INSIDE THE EXTERIOR WALL LINE AND AT W" 4" - / 9 ALL VALLEYS,HIPS, d AS INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET �, WI 0 G 51 _ ; 1 10 CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLASHING. ,' % RAKE DETAIL 1 TYPICAL NEW EXTERIOR hIALL - BOARD 4 BATTEN SEE RAKE DETAIL # I / SEE RAKE DETAIL # 2 SCALE: 1" = 1'-0" VARDIEPANEL'BOARD t BATTEN VERTICAL SIDING(INSTALLED -0 AS PER MANWACTURER'S SPECIFICATIONS)OVER#50 BUIL.DIN6 FELT OVER 1/2" PLYWOOD SHEATHING OVER 2" X 6' STUD WALL. FILL WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH WITH 4 MIL POLY VAPOR BARRIER d I/2" \ TYPICAL ROOF GYPSUM BOARD. GYPSUM BOARD TO BE SCREWED,TAPED,SPACKL.ED (5 GOATS), d SANDED,READY FOR PAINT. 2-A SEE RAKE DETAIL i# AZEK' TYPICAL NEW EXTERIOR N� -BEVEL SIDING TYPICAL NEW EXTERIOR WALL - BOARD_/ / � RAKE #AZM-28'I HARDIE PLANK LAP SIDING -'I* EXPOSURE (COLOR TO BE SELECTED) OVER#30 d BATTEN / 1 x 6 AZEK' RAKE BOARD BUILDING FELT OVER 1/2" 'GDX' PLYWOOD SHEATHIN6 OVER 21Xb" STUD WALL. FILL j' HIE T071IC ILL # 4" WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH WITH 4 MIL 'AZEK' BEAD BOARD POLY VAPOR BARRIER aL 1/2" GYPSUM BOARD. GYPSUM BOARD TO BE SCREWED, IG F (" X 2" 'AZEK' TAPED,SPAGKLED (5 COATS), t SANDED,READY FOR PAINT. I " 1 1 0 TYPICAL NEW EXTERIOR WALL - --------- -- ---------- - --- - ---- ---- X b" AZEK RAKE BOARD Z TYPICAL W FLOOR OOD NEH WOOD FLOOR TO BE 2 I/4' RED OAK(SELECT OR BETTER) INSTALLED OVER RED BEVEL SIDING \ ° Z w R05EN PAPER OVER 5/4' '(;DX'PL..YW000 5HEATHIN5.FLOOR TO BE SCRAPED,SANDED, ,�' ,� ��' •�� TYPICAL SIDING g ul � W z STAINED,SEALED,AND RECEIVE 5 GOATS POLY URETHANE.CREATE SAMPLE FOR / o w z ' 1�`'�C� O� RAKE DETAIL S a o GUSTOML t APPROVAL PRIOR TO FINISHING ,' `� ' ,' \ ABOVE 6ARA&E DOOR TO Q Z z TYPICAL EXTERIOR GOLUP�I - SQUARE CUSTOM TYPICAL BRACKET SEE DETAIL 3 1-A BE SELECTED SCALE: 1" = 1'-0" z QQ 2 I"x5" PVC, ('AZEK' OR EQUAL) SQUARE COLUMN OVER A.C.Q SOLID WOOD POST,SEE 1-U 1'j 1-S _ a PLAN. CAPITAL TO BE 10'XIO"x5/4" THICK W/5/4" HALF ROUND. BASE TO BE I" X 6" W/ `� Q z G w BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF TYPICAL EXTERIOR GOI.UMN - 1_B ® Z 3 o in � � COLUMN(BOTH SIDES),SEE DETAIL. TO Q W z >: ac z Q TYPICAL EXTERIOR PI MR - SQUARE CUSTOM 3 o o a o 3 5/4'x5" PVC,('AZEK' OR EQUAL) SQUARE PILASTER(PACK OUT 5/4" FROM SHEATHING). CAPITAL TO BE 10"AO"4/4" THICK IN 5/4" HALF ROUND. BASE TO BE I" X 6' W/ BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO AL16N WITH SHAFT OF PILASTER,SEE DETAIL. BLUESTONE STEPS WITH BRICK Ri5ER5 $S TYPICAL STAIR CONCRETE GROWN WASH r ALL STAIR PARTS TO BE 'MANUFACTURED BY L.J.SMITH. OR APPROVED EQUAL.SUBMIT o SAMPLE OF ALL PARTS FOR APPROVAL BY OWNER PRIOR TO ORDERIN6. MODEL NUMBERS BELOW ARE FOR BIDDING PURPOSES ONLY. 2 A$ X HANDRAIL = LJ-6�100 o u b BALUTER = QI0 _ " SOUTH EAST ELEVATION I' BALUSTER - EL-5060-H ..6 (I I/4 SQUARE BALUSTER) iN � H� U)a,��, ALL ADDITIONAL STAIR PARTS,LANDING FITTIN63,6005E NECKS, ETC. TO BE INCLUDED. SUBMIT SHOP DRAWIN63 FOR ALL STAIRS 3 HANDRAIL FOR ARCHITECTS SCALE: 1/4" = 1'-0" t" APPROVAL PRIOR TO IN5'1 ALLATION. ` 7 n �l� o W o a 4" u " \y " O -rj P SEE RAKE DETAIL #2 2 SEE CHIMNEY DETAIL IF g� � oho TYPICAL NEW EXTERIOR WALL - BOARD Q3 °N j 3 BATTEN 12 „ v Lo TYPIG CHIMNEY - THIN BRICK VENEER DETAIL @ 'CHIMNEY ® � z F 3 SCALE: 3/4" = 1'-0" 0 II 4" Z WI 0 G IN W FT7 r-4 " o v _-_--- U SEE RAKE DETAIL# I\V = Q � Ow 8" 21" ' HIE roRic. ILL # --------- --- cf) 12 O W e-� SEE RAKE DETAIL # 1 Q Q �.7 31/4" S NEW LATTICE/PER60LA ABOVE 6ARA6E DOOR TO _ m BE SELECTED 1-R 1-Q F\\jL[ Z TYPICAL NEW EXTERIOR WALL - �D to BEVEL SIDING U rm N - - - V r - - - - . ' U 56" WROUGHT IRON RAILING TO COMPLY WITH CODE (TO BE SELECTED) DE T A I L @ BRACKET 4 . tt — r n ELEVATIONS SCALE. 1 - 1 -0 NORTH EAST ELEVATION i i ' i NEW POURED CONCRETE STEPS WITH BLUESST°NE TREADS. RISERS TO HAVE STUCCO FINISH. _ i DATE: 3/15/21 SCALE: 1/4�i 1 -01i JOB# 21-157 A- REVISIONS 1 EXTERIOR DOOR 4 YVINDOW GENERAL NOTES: _ SEE CHIMNEY DETAIL I. WINDOWS TO EIE "ANDERSEN" "400' SERIES'. ALL BLAZING TO BE HIGH PERFORMANCE LOW- E4. FULL DIVIDED LITE WITH SPACER TOPBOTTOM.1/6" MUNITN BAR DIVISIONS A5 PER ELEVATIONS. TYPICAL CHIMNEY - THIN BRICK VENEER 3 2. DOORS TO BE "ANDERSEN" "400" SERIES'. ALL 6LAZIN6 TO BE HIGH PERFORMANCE LOW- E4. FULL DIVIDED LITE WITH SPACER TOPBOTTOM.1/6' MUNITN BAR DIVISIONS AS PER ELEVATIONS. 3. ALL WINDOWS d DOORS TO HAVE BLACK HARDWARE. 4 4. ALL DOORS AND WINDOWS TO BE BLACK GLAD EXTERIOR. INTERIOR TO BE FACTORY FINISHED BLACK. ALL SCREENS IN WINDOWS TO BE "TRLWENE" - S. HE16HT'5 AND WIDTHS LISTED ABOVE ARE APPROXIMATE AND ARE NOT TO BE USED FOR FRAMING ROUGH OPENIN65. 5 6 WINDOW & EXTERIOR DOOR SCHEDULE - BASEMENT 3/13/2021 UNIT LOCATION SIZE(APPROXIMATE) MANUFACTURER STYLE MODEL# NOTES TYPICAL ASPHALT ROOF TYPICAL ASPHALT ROOF 7 0-A BASEMENT 2'-611 x 1'-6" IDEAL BASMENT WINDOW 8 0-B BASEMENT 2'-6"x 1'-611 IDEAL BASMENT WINDOW 0-C BASEMENT 2'-6"x 1'-611 IDEAL BASMENT WINDOW 9 0-D IBASEMENT 3'-0"x 6141 THERMA TRU 6 PANEL STEEL ENTRANCE DOOR ISE21OHD TYPICAL METAL ROOF 10 12 IZ 12 12 I' 12 I I 12 \ 12 WINDOW & EXTERIOR DOOR SCHEDULE - FIRST FLOOR 3/13/2021 12 \ \ UNIT LOCATION SIZE(APPROXIMATE) MANUFACTURER STYLE MODEL# NOTES 1-A ENTRY 4'-811 x 7'-0" SIMPSON FRENCH DOOR WITH 18"SIDE LITE TO BE SELECTED 1-13 BEDROOM#1 5'-6"X 6'-0' ANDERSEN 400 SERIES CASEMENT O 2 CX16 2 UNITS MULLED TOGETHER TYPICAL NEW EXTERIOR WALL - BOARD _ _ ._,\ \ 1-C BEDROOM#1 2'-8"X 5'-0' ANDERSEN 400 SERIES CASEMENT CX15 BATTEN \\ 1-D BEDROOM#1 2'-8"X 5'-0' ANDERSEN 400 SERIES CASEMENT CX15 ' 1 1-E BATHROOM#1 2'-8"X 5'-0' ANDERSEN 400 SERIES CASEMENT CX15 1-F BATHROOM#2 2'-0"X 2'-5' ANDERSEN 400 SERIES AWNING AW21 \_ TYPICAL METAL ROOF / \ II 1-G BATHROOM#2 5'-611 X 5'-0' ANDERSEN 400 SERIES CASEMENT (2)CX15 2 UNITS MULLED TOGETHER " " 1 / 4 AZEK � I 1-H MASTER BEDROOM 2-8 X 5-0 ANDERSEN 400 SERIES CASEMENT CX15 I I „ � IWINDOY�CASING I 1-i MASTER BEDROOM 2-8 X 5 0 ANDERSEN 400 SERIES CASEMENT CX15 SEE RAKE DETAIL # I - Ii 14 MASTER BEDROOM 8'-4"X 5'-0' ANDERSEN 400 SERIES CASEMENT (3)CX15 3 UNITS MULLED TOGETHER _ 2'-0' 1-K GREAT ROOM 11'-10"x7'4' ANDERSEN 400 SERIES FRENCHWOOD GLIDING PATIO DOOR FWG120611-4 _ SEE RAKE DETAIL # I O 1-M DINING ROOM 8'-4"X 51-Of ANDERSEN 400 SERIES CASEMENT (3)CX15 3 UNITS MULLED TOGETHER --- - - O 1-L DINING ROOM 5-6 X 5-0 ANDERSEN 400 SERIES CASEMENT (2)CX15 2 UNITS MULLED TOGETHER , 1 �\, I // I � � Lu " I .... ----- -- - - _ 1-N DINING ROOM 5 6 X 5-0 ANDERSEN 400 SERIES CASEMENT (2)CX15 2 UNITS MULLED TOGETHER 1 5 a O Im TYPICAL NEW EXTERIOR WALL - �I - 2'-0"X 3'-6" ANDERSEN 400 SERIES CASEMENT C135 BEVEL SIDING 1-K _ Q -� z 1-0 KITCHEN 4-2 X 3-6 ANDERSEN 400 SERIES CASEMENT (2)C135 2 UNITS MULLED TOGETHER 1 IM 1 J {f1 3 1 P LAUNDRY ROOM — ' 1-Q GARAGE 81-0#1 x 81-011 RAYNOR COUNTRY MANOR X-BUCK 6 PANE-SQUARE GLASS ' O 1-R GARAGE 8'-0"x 8'0" RAYNOR COUNTRY MANOR' X-BUCK 6 PANE-SQUARE GLASS 1-S GARAGE 2'-0"X 2'-5' ANDERSEN 400 SERIES AWNING AW21 - - Lo z 3 Q p 1-T GARAGE 5'-6"X 6'-0' ANDERSEN 400 SERIES CASEMENT (2)CX16 2 UNITS MULLED TOGETHER 'AZEK' HISTORIC, SILL #AZM-6Q30 g IIIIwl W W 1-U GARAGE 2'-011 X 2'-5' ANDERSEN 400 SERIES AWNING AW21 _E 'Q W z M WINDOW & EXTERIOR DOOR SCHEDULE - SECOND FLOOR 3/13/2021 TYPICAL EXTERIOR COLUMN UNIT LOCATION SIZE(APPROXIMATE) MANUFACTURER STYLE MODEL# NOTES SQUARE CUSTOMrl � a 2-A ENTRY FOYER 4'-2"x 5'-011 ANDERSEN 400 SERIES CASEMENT-FIXED (2)C15 2 UNITS MULLED TOGETHER BLUESTONE STEPS WITH BRICK R15ER5 o 2-B BEDROOM#2 5'-6"X 5'-0' ANDERSEN 400 SERIES CASEMENT (2)CX15 2 UNITS MULLED TOGETHER co 0 g 2-C BEDROOM#2 2'-8"X 5'-0' ANDERSEN 400 SERIES CASEMENT CX15 q V X c�6 2-D BEDROOM#2 2'-811 X 5'-0' ANDERSEN 400 SERIES CASEMENT CX15 poq 2-E BATHROOM#3 2'-8"X 5'-0' ANDERSEN 400 SERIES CASEMENT CX15 NORTH WEST ELEVATION 2-F BATHROOM#3 2'-011 X 2'-5' ANDERSEN 400 SERIES AWNING AW21 cn vi 'n p 2-G BEDROOM#3 5'-6"X 5'-0' ANDERSEN 400 SERIES CASEMENT (2)CX15 2 UNITS MULLED TOGETHER SCALE: 1/4" V-011 2-H 1UNFINISHED AT-'IFIC 6'-4"x 4'-011 ANDERSEN 400 SERIES CASEMENT (3)C14 3 UNITS MULLED TOGETHER 2-i UNFINISHED AT-FIC 5'-611 X 5'-0' ANDERSEN 400 SERIES CASEMENT (2)CX15 2 UNITS MULLED TOGETHER 2-J BEDROOM#4 21-811 X 51-01 ANDERSEN 400 SERIES CASEMENT CX15 c 7 2-K BEDROOM#4 2'-8"X 5'-0' ANDERSEN 400 SERIES CASEMENT CX15 �C C) W 2-L BEDROOM#4 2'-8"x 4'-6" IANDERSEN 1400 SERIES CASEMENT CX145 TYPICAL CHIMNEY - THIN BRICK VENEER THIN BRICK VENEER(DOLOR TO BE SELECTED) OVER SCRATCH GOAT WITH METAL LATH OVER#50 BUILDING FELT OVER 1/2" 'GDX' PLYWOOD SHEATHING OVER 2"X4" STUD WALL. SEE RAKE DETAIL # 2 al TYPICAL METAL ROCIF STANDING SEAM ALUMINUM ROOF (COLOR TO BE SELECTED,SUBMIT SAMPLE) OVER ICE TYPICAL CHIMNEY - THIN BRICK VENEER V 4 WATER SHIELD SIRE RCoF) OVER 30# BUILDING FELT OVER 5/6" COX PLYWOOD " � 8 SHEATHING OVER ROOF RAFTERS (SEE PLAN). U) 8 / 5 12 TYPICAL ASPHALT ROOF N N 1 : 12 'I 5HIN6LES W ASPHALT ROOFING TO BE: GAF TIMBERLINE LIFETIME HIGH DEFINITIONE- NE AL II I OR APPROVED EQUAL. COLOR TO BE SELECTED (SUBMIT SAMPLE FOR APPROVAL). STEPPED ALUMINUM FLASHING TYPICAL ASPHALT ROOF N U OFIN6 TO BE INSTALLED OVER 30 BUILDING FELT OVER 5/6 GDX PLYWOODBATTEN ROBOARD d TYPICAL NEW WALL SHEATHING OVER ROOF RAFTERS(SEE PLAN). INSTALL ICE d WATER SHIELD FROM THE ® W EAVES EDGE TO A POINT AT LEAST 2'-0l" INSIDE THE EXTERIOR WALL LINE AND AT / REQUIRED TO MEET i INDICATED ON RCAF PLAN AND A5 ALL VALLEYS HIPS t A5 i N,1 CODE. WEAVE IN ALL. VALLEY'S TO CONGEAL FLASHING. 12 - � I �N x 4 AZEK WINDOW A51N6 I II� II I � � "• TYPICNEW EXTERIOR BOA RD d BATTEN I �'I W o � i III I I 1 NARDIEPA ` I I NEL1BOA D t BATEEN VERtICAL 81 ks(NStALLED , I ! I I 2 y I I I � I N i 3 i AS MANl�AG1URE;R S SPECIFICATIONS) OVER#30 BUILDING FELT OVER i/2 I � •� PE:R I Q I TYPICAL as N N I ! I z PLYWOOD SHEATHING OVER 2 X 6 STUD WALL. FILL WALL CAVITIES WITH INSULATION ,' l ASPHALT ROOF AS SPECIFIED ON SECTIONS AND FIN15H WITH 4 MIL POLY VAPOR BARRIER d 1/2" ' u GYPSUM BOARD. 6YPSUM BOARD TO BE SCREWED TAPED SPACKLED (3 COATS), 3 i *zS i � I I �II I t i SANDED READY FOR PAINT. I I ' I IIII I I -FTYPIAASPHALT ROOF II , - I i 2_C I O W TYPICAL NEW EXTERIOR WALL BEVELSIDING G HARDIE PLANK LAP 5IDIN6 -7 EXPOSURE (GO OR TO BE SELECTED) OVER #30 'I I I I I I I I! I I I I BUILDING FELT OVER I/26 IG PLYWOOD SHEATHIN6 OVER 2"X 6" STUD WA . FILL I I Ln I 4 WALL CAVITIES WITH INSULATION A5 SPECIFIED ON SECTIONS AND FINISH WITH 4 MIL II I II I II I I I I I II 12 POLY VAPOR BARRIER d 1/2n GYPSUM BOARD. GYPSUM BOARD TO BE SCRE WD 1AZKii5:HISTORIC, SILL 430TAPED,SPAGKLED ( GOATS), d SANDED, READY FOR PAINT. E1 W Cr�-1 I I I TYPICAL WOOD FLOOR NEW WOOD FLOOR TO BE 2 1/4' RED OAK(SELECT OR BETTER) INSTALLED OVER RED O ROSEN PAPER OVER.f/4" 'GDX'PLYWOOD 51•EATHIN6.FLOOR TO BE SCRAPED,SANDED, ' �p � � STAINED,SEALED,AND RECEIVE 3 COATS POLY URETHANE.CREATE SAMPLE FOR TYPICAL EXTERIOR COLUMN -SQUARE CUSTOM- -CUSTOMER APPROVAL, PRIOR TO FINISHING TYPICAL NEW EXTERIOR WALL I, _. _ 11 I� I E"'I I x6 PVC,(AZEK OR EQUAL) SQUARE COLUMN OVER A.G.Q SOLID WOOD POST,SEE -- _ n N N R N N - \ -- . .. _ .. -. 1-H -- 1-G --- - - - 1-F - __ 1-E --.--- 1 p ---- -- ---- -- ------ --- --_.. - 1- TYPICAL BRACKET SEE DETAIL W TYPICAL EXTERIOR C�OLUMK - SQUARE TO PLAN. CAPITAL TO BE 10 xl0 x5/4 THICK W/5/4 HALF ROUND.BASE TO BE I X 6 W/ 0 _-_ _ - - - © ►� BEVELED ED6E. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF - - - - - TYPICAL EXTERIOR COLUMN - U COLUMN (BOTH SIDES),SEE DETAIL. rL %DARE C.U5TOM N O - - - - - - ILA 11x n P 1AZEK 1 CUSTOM C -- - - - - - -- - -- - - - - -- -- ----- -- - - - - - - - - - -- -- -- - - ----' U 5 TYPICAL PVC EXTERIOR f' - - - - - - - ---- - - - - - - - -- --_ __ OR EQUAL) SQUARE 'PILASTER(PACK OUT 3/4" FROM SHEATHING). _-- _- -- CAPITAL TO BE IONIO"4/4' THICK W/5/4" HALF ROUND. BASE TO BE In X 6" W/ j - - - - -- - - - -- -- - ----- - - - - - - - - - - j BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF U PILASTER,SEE DETAIL. TYPICAL STAIR BLUESTONE STEPS WITH BRICK RISERS _ _ _ _ _ _ L _ _ _ _ _ _ J L _ _ _ _ BLUESTONE STEPS WITH BRICK RISERS ALL STAIR PARTS TO BE MANUFACTURED BY L.J. SMITH. OR APPROVED EQUAL. SUBMIT r&7c o-B 0-A SAMPLE OF ALL PAR:T5 FOR APPROVAL BY OWNER PRIOR TO ORDERING. MODEL ELEVATIONS NUMBERS BELOW ARE: FOR BIDDIN6 PURPOSES ONLY. TYPICAL NEW EXTERIOR WALL - BEVEL SIDING HANDRAIL = LJ-60100 POST -- L r-3Qi0 BALUSTER = EL-5060-H 36 (I_I14" �UAR>: BAL.�STE,� SOUTH WEST ELEVATION DATE: 3/15/21 ALL ADDITIONAL STAIR PARTS,LANDING FITTINGS,600E NECKS,ETC. TO BE INCLUDED. SUBMIT SHOP DRAWIN65 FOR ALL STAIRS d HANDRAIL FOR ARCHITECTS B# 21-157 APPROVAL PRIOR TO INSTALLATION. SCALE: 1/411 = 1'-011 A=5 REVISIONS 1 HURRICANE STRAPPING SEE DETAIL #4 ON SHEET A-0.2 -1 2 i I R-30 OPEN CELL SPRAY i I 3 FOAM (SEALED ATTIC - i I HURRICANE NO VENTING) 4 STRAPPING SEE RAFTER TO WALL 5 DETAIL #4 ON — — — — , HURRICANE STRAPPING SEE TYPICAL ASPHALT ROOF SHEET A-0.2 I I DETAIL #6 ON SHEET A-0.2 6 I I I I R-30 OPEN CELL SPRAY � HURRICANE FOAM (SEALED ATTIC - TYPICAL ASPHALT ROOF r STRAPPING SEE HURRICANE NO VENTING) — — — — DETAIL #4 ON — — — _ STRAPPING SEE 8 -1 DETAIL #4 ON I i SHEET A-0.2 I I TYPICAL ASPHALT ROOF SHEET A-0.2 I I TYPICAL ASPHALT ROOF I I I I i 1 I 1/2" GYPSUM BOARS L - - - J 1/2" GYPSUM BOARD 10 RAFTER TO WALL _ _ _ _ RAFTER TO WALL RAFTER TO WALL 4 GEILIN6 FLOOR TO FLOOR WALLS t GEILIN6 HURRICANE STRAPPING SEE HURRICANE STRAPPING SEE — — — — HURRICANE STRAPPING SEE HURRICANE DETAIL #6 ON SHEET A-0.2 - DETAIL #6 ON SHEET A-0.2 DETAIL #6 ON SHEET A-0.2 ., STRAPPING SEE BEDROOM #2 BEDROOM #4 DETAIL #4 ON HOOD FLOOR SEE DETAIL #1 SEE DETAIL #1 SEE DETAIL #1 WOOD FLOOR SHEET A-0.2 ON SHEET A-1 ON SHEET A-1 ON SHEET A-1 FILL VOID W/ TYPICAL NEW EXTERIOR 'ROXUL' UNFINISHED INSULATED ATTIC 00 UNFINISHED INSULATED ATTIC — — — , INSULATION WALL - BOARD 4 BATTEN r — PLYWOOD 50 FLOOR r — PLYWOOD SUB FLOOR I I I I I I I I I R-19 BATT INSULATIO W L. — — , — -J R-30 OPEN CELL SPRAY L — — — J R-30 OPEN CELL SPRAY L - - - L - - - J PICTURE FRAME & TOP / FOAM (SEALED ATTIC - FOAM (SEALED ATTIC - PLATE AIR SEALING r NO VENTING) TYPICAL NEW EXTERIOR NO VENTING) R-19 BATT INSULATION W/ U. WALL - BEVEL SIDIN6 PICTURE FRAME & TOP PLATE AIR SEALING z } DINING ROOM BEDROOM #1 MASTER BEDROOM �- HOOD FLOOR GARAGE TYPICAL NEW EXTERIOR WOOD FLOOR TYPICAL NEW EXTERIOR g � z WOOD FLOOR 1/2" GYPSUM BOARD NEW 4" CONCRETE SLAB WITH 6X6 IOAO WWM KALL - BEVEL SIDIN6 L I/2" GYPSUM BOARD TYPICAL NEW EXTERIOR r WALL BEVEL SIDIN6 S 0. Z La La WALLS 4 GEILIN6 OVER 6 MIL POLY VAPOR BARRIER OVER 6 WALLS 4 GEILIN6 AW LL - BEVEL SIDIN6 4 z COMPACTED &RAVEL OVER COMPACTED FILL - - � mQ � 3 ° I I I , L — � - - -------- - I I I 1 I SEE DETAIL #2 I 1 I I } R-38 BATT INSULATION R-38 BATT I I SILL PLATE TO 4 W z u Q _ _ _ INSULATION L _ STUD 3 � 0 ° cc Q03 ON SHEET A-1 1 — L _ _ _ J - . 1 HURRICANE • R-38 BATT SEE DETAIL #2 BASEMENT M STRAPPING, SEE SILL PLATE TO STUD 4" CONCRETE SLAB WITH 6X6 10/10 ; M INSULATION ON SHEET A-1 I I DETAIL #1 ON � HURRICANE STRAPPING `P r WWM OVER 6 MIL POLY VAPOR SHEET A-0.2 $ I I A to to I I SEE DETAIL #i ON SHEET � � i BARRIER OVER 6' COMPACTED SEE DETAIL #3 A-0.2 i I ON SHEET A-1 &RAVEL OVER COMPACTED FILL. SEE DETAIL #3 JSEE DETAIL #3 L — — — — SEE DETAIL #3 O ON SHEET A-1 I ON SHEET A-1 i ' ON SHEET A-1 ri 1 I r NOTE: �o ALL INSULATION NOTED ON SECTION IS SUBJECT UI �x t 4 . SECTION TO ENERGY CONSULTANT ANALYSIS (IF I � O Lo it • • ••. s • � REQUIRED BY JURISDICTION) I i•' • ' I ••• � u�i�uwi �a' I I I I C = I I L _ _. _ _ J NOTE: L — — — — J SCALE: 1/4 1►-0" L _ _ _ _ J ALL INSULATION NOTED ON SECTION IS SUBJECT TO ENERGY CONSULTANT ANALYSIS (IF TYPICAL METAL ROOF REQUIRED BY JURISDICTION) 5TANDIN6 SEAM ALUMINUM ROOF (DOLOR TO BE SELECTED,SUBMIT SAMPLE) OVER ICE SECTION SECTION 4 WATER SHIELD (ENTIRE ROOF) OVER 50# BUILDING FELT OVER 5/6" GDX PLYWOOD i SECTION ,,.r SHEATHING OVER ROOF RAFTERS (SEE PLAI�). T "SCALE: 1 4 = 1'-0" SCALE: 1 4" '= 1 -0" _ L t / / TYPICAL ASPHALT ROOF SCALE: — 1'-0" NEW ASPHALT ROOFING TO BE "GAF TIMBERLINE" 'LIFETIME HIGH DEFINITION SHINGLES' HURRICANE OR APPROVED EQUAL. COLOR TO BE SELECTED (SUBMIT SAMPLE FOR APPROVAL). STRAPPING SEE ROOFING TO BE INSTALLED OVER 50 #BUILDING FELT OVER 5/6" COX PLYWOOD �` Y TYPICAL EXTERIOR COLUMN-SQUARE CUSTOM DETAIL #4 ON - - - SHEATHING OVER ROOF RAFTERS (SEE PLAN). INSTALL ICE 4 WATER SHIELD FROM THE I x6 PVC (AZEK OR EQUAL) SQUARE COLUMN OVER A.G.Q SOLID WOOD POST, TYPICAL ASPHALT ROOF ° SEE SHEET A-0.2 EAVES EDGE TO A POINT AT LEAST 2'-0" INSIDE THE EXTERIOR WALL LINE AND AT PLAN. CAPITAL TO BE 10"xl0"x5/4" THICK K/5/4" HALF ROUND. BASE TO BE I" X 6" W/ I I ALL VALLEYS,HIPS, 4 AS INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF i I TYPICAL METAL ROOF CODE. WEAVE IN ALL VALLEYS TO CONGEAL FLASHING. \0 COLUMN(BOTH SIDES),SEE DETAIL. TYPICAL ASPHALT ROOF R-30 OPEN CELL SPRAY 5� x TYPICAL NEH EXTERIOR WALL - BOARD 4 BATTEN TYPICAL EXTERIOR PILA5TER - SQUARE CUSTOM FOAM (SEALED ATTIC - — — — — 12 'NARDIEPANEL'BOARD 4 BATTEN VERTICAL SIDING(WALLED >' 5/4"x6" PVC ('AZEK' OR E'.QUAL) SQUARE PILASTER(PACK OUT 5/4' FROM 5HEATHING). NO VENTING) AS PER MANUFACTURER'S SPECIFICATIONS)OVER#50 BUILDING FELT OVER 1/2" U v n CAPITAL TO BE 10"AON5/4" THICK K/5/4" HALF ROUND.BASE TO BE I" X 6" H/ PLYWOOD SHEATHING OVER 2" X 6" STUD WALL. FILL WALL CAVITIES WITH INSULATION TYPICAL METAL ROOF ® �- z a BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 A5 SPECIFIED ON SECTIONS AND FIN15H WITH 4 MIL POLY VAPOR BARRIER 4 1/2" PILASTER,SEE DETAIL. UNFINISHED INSULATED ATTIC __ I 6YP5UM BOARD. GYPSUM BOARD TO BE SCREWED,TAPED,SPAGKLED(5 GOATS), 4 PLYWOOD 50 FLOOR 3 12 1 SANDED, READY FOR PAINT. Z U TYPICAL NEH EXTERIOR WALL - BEVEL SIDIN6 12 - _ HARDIE PLANK LAP SIDIN6 -I EXPOSURE (COLOR TO BE SELECTED) OVER #50 ® W 8 BUILDING FELT OVER 1/2 GDX PLYWOOD 5HEATHIN6 OVER 2"X6N STUD WALL.FILL �, o 12 WALL CAVITIES WITH INSULATION A5 SPECIFIED ON SECTIONS AND FINISH WITH 4 MIL 7 " POLY VAPOR BARRIER 4 1/2" &YP5UM BOARD. GYPSUM BOARD TO BE SCREWED, — 6YPSUM BOARD I TAPED,SPAGKLED (5 GOATS), 4 SANDED,READY FOR PAINT. R-3 0 OPEN CELL SPRAY p FOAM (SEALED ATTIC - WALLS 4 GEILIN6 TYPICAL METAL ROOF TYPICAL WOOD FLOOR NO VENTING) NEW WOOD FLOOR TO BE 2 1/4' RED OAK(SELECT OR BETTER) INSTALLED OVER RED TYPICAL METAL ROOF 401 U .� Z ROSEN PAPER OVER 5/4" 'GDX'PLYWOOD SHEATHIN6. FLOOR TO BE SCRAPED,SANDED, '- UNFINISHED INSULATED ATTIC . UNFINISHED INSULATED ATTIC UPPER LANDING t; I STAINED,SEALED,AND RECEIVE 5 COATS POLY URETHANE.CREATE SAMPLE FOR PLYWOOD SUB FLOOR -d 44 PLYWOOD 50 FLOOR WOOD FLOOR r- I CUSTOMER APPROVAL PRIOR TO FINISHING 12 12 Q � Ow I I I , FILL VOID W/ w H 'AZEK'BEAD 'AZEK'BEAD I 'AZEK' BEAD 'ROXUL' Q BOARD I/2" GYPSUM BOARD FILL VOID W/ BOARD WOOD POST TO BOARD INSULATION Q ' EILIN A WLLS 4 G6 HEADER HURRICANE 'AZEK'5" GROWN INOSULATION WOOD FLOOR 'AZEK' 5" GROWN I STRAPPING, SEE 'AZEK' 5" GROWN C) #AZM-52 DETAIL #5 ON SHEET #AZM-52 GREAT ROOM �.� #ATM-52 �- GREAT ROOM A-0.2 WOOD FLOOR Z ltr WOOD FLOOR I t-� I I U , I I V C� R-38 BATT V R-38 BATT BASEMENT BASEMENT INSULATION INSULATION 4" CONCRETE SLAB WITH 6X6 10/10 4" CONCRETE SLAB WITH 6X6 10/10 WWM V OVER 6 MIL POLY VAPOR WWM OVER 6 MIL POLY VAPOR 4• BARRIER OVER 6" COMPACTED BARRIER OVER 6"COMPACTED &RAVEL OVER COMPACTED FILL. &RAVEL OVER COMPACTED FILL. SEE DETAIL #3 SEE DETAIL #3 CROSS SECTIONS ON SHEET A-1 :' ON SHEET A-1 1 1. T 1NI I SECTION ' S E C O I '� I DATE: 3/15/21 " — t_ " I i NOTE: F I I SCE�LE: 1/4 1 0 SCALE: 1/4" — 1'-0" I � . ' Job# 21-157 ALL INSULATION NOTED ON SECTION IS SUBJECT TO ENERGY CONSULTANT ANALYSIS (IF REQUIRED BY JURISDICTION) L - - - - J A-Fi g — � - -13 REVISIONS 1 3/5/23.,-- J�CJ( 3 aI / 4 L(/ 5 6 7 DRIVEWAY WATER GALGULATION5 8 DE516N FOR A STORM DRAIN SYSTEM 50;MN(5 A ROOF AREA OF:21b5 sq ft A fir F"��t �� � 9 VOLUME REQUIRED 0" RAINFALL) 54125 GU FT �:•i 01F - (1) V-0"O X 4'-0' H 5TORM DRAIN RING = IbB.Q Cu FT 10 STORM DRAIN RIN65 REQUIRED(VOLUME REQUIRE001.1) 520 RIN66 REG R M ER L ER S STORM DRAIN RIN66 TO 13E PROVIDED 14 O R REFER TO 517E PLAN FOR LOCATION OF DRYM15 NO`N AVR�E �PN� s & L 6 58 s -vN 0M A �'0� 3• 20 TAX .�- 0 E N ROOF WATER GALGULATI ON5 (31 M16N FOR A STORM DRAIN 5Y5TEM 51 "N6 A ROOF AREA OF: 2g86 sq ft 3 (3 g O (� VOLUME REQUIRED ' RAINFALL) 14650 CU FT N (5 (1) V-0'0 X 4'-0" H STORM DRAIN RING = Ibb.g CU FT -/ STORM DRAIN RIN65 REQUIRED(VOLUK REQUIRED/231T) 4.42 RIN65 REG o OF vEY STORM DRAIN RIN66 TO BE PROVIDED 5 0 ,W W z R�GNP SU R g 6 1 (� o REFER TO SITE PLAN FOR LOCATION OF DRYP ELLS zp 13 >- Q 25 R\pR �25• g � ,r N PER P„ W 1 0 > aLLumi '" cy' g"57'50 DESIGNED SEPTICNEK SYSTEM Os O O Q 3 S 3 OTHERS 1 0 ALL UNDERGROUND PIPING SHALL BE 8" t G 2 U. O DIAMETER(MIN)FOR ALL DRIVEWAY INLETS/ z uw 50:K LEACHING EXPANSION 1 r- DRAINS&6"DIAMETER(MIN)FOR ALL ROOF Z 3 ��++ w rn LEADERS.ALL PIPING TO BE "S.D.R.35 SEWER PIPE" z g Ln ti - _ . ' LP .- 1 ' O �- ('TYPICAL) Q W � ~ Q 3 � D 15 0003 PROVIDE SOLID CONCRETE COVER&DOME z it a/a -' / '/ PROPOSED POOL FILED UNDER 0 M SEPARATE PERMIT BY OTHERS. X z -1 I(=11 o Q U, °° 5T z� Y Q -III-I Q d 4 I I=1 I I o a a m 0 1- ICI ICI = 1�1=11 GRADE �urD PITc� I=1 11— n I I I—I I I STORM DRAIN RINGS Q O N Z ill ill -III= � � O � O U �_�---- --- 1=Lu 2'-0• 1 COLLAR MATERIAL, Q o -------- ----- .: — c. (-0 - - MIN. O - I r - I-I SEE NOTE BELOW ¢ z x O x 6 0 9 P10 W ' _1 I Q V-- — _ — NOTE: BOTTOM OF ALL u, (� II 0 =_ s 3 _I I DRYWELL'S MUST HAVE 50. 00 ICI-III - ICI-I W I I j 6'-0"PENETRATION INTO -- 0 Z RATE ABLE MATERIAL !I I I III=1 I I } # � — — � � �'� STORM DRAIN RI Q � �, II-III- III �- �-- 1 ._ — E- d _ y ! �_ f NOTE: COLLAR MATERIAL Z. O W S` I L _ - - < III-III � , l I I-I 1� I 1v U I=III j f >_ 11=1 I I GRAVEL FILTERALL BE IMATERIALSED OF � -a -III-I I rt I_-1 I I-1CO _ ; O ! 1 �- i 1=III ® ® ® I I=11 I CONTAINING LESS THAN 15/o �,u},r o o w -III I S z '' S =1 I 1=1 FINE SAND,SILT,CLAY&1"DIA. V ' W = g-o ' s�� S; - = GRAVEL SILT&CLAY W 0 = O e cn 11-1II MIN ® ® ® ® ® ® MIN 1 (-1 I ( `-Y - - FRACTIONS ARE NOT TO EXCEED DWI Q , III 1 'ti? { 1 1 ; #3 -i 11_1 I Q Q O v X a III-III I I I III 5/� Q 1=1I1=1 zt,f ® ® ® ® ® ® ® =1I11I 0 0 `' 0 I I—III GROUNDWATER o o r 21'-0' c� —III I—III-I N V 00 z�- III=III , . , -III=III . a N 00 Q ' f ..` 11 11=— SEE CALCULATIONS 1=1 11=1 z H `� --� N I I I I_I 11_I —--III-I I �- P III=III-III_ ________=III-III=III NBW DRY wBLL SYSTEM FOR ROOF =1 I =1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11 1 I 1=1 1=1 11=1 11=1 I I-1 1= I= WATER SEE CALCULATIONS.EXACT I=III=1 I I=1 I I=1 I El 111=1 1:11 Ed I=1 11 1 I 1 111=1 I F ,- n A LOCATION TO DETERMINED IN FIELD — =111=III=III=III=III=III— — — U _ , r BASED ON EXISTING SITE — EE GONDrno>vs ''� W O I- N s WATER LINE v 161-0' NEH ASPHALT DRIVBWAY o DETAIL@ TYPICAL DRYWELL _ W 3 NEW DRY WELL SY5TEM FOR DRIVEWAY 1 a) Z ' 0 WATER,SEE CALCULATIONS.EXACT 1 U a v LOCATION TO DETERMINED IN FIELD NOT TO SCALE ,� g BASED OR EXISTING SITE CONDITIONS " '� � O NEW DRY WELL SYSTEM FOR ROOF 4 10"WIDE"HEAVY DUTY"FLUSH TCH Q 00 p REN O W WATER,SEE CALCULATIONS.EXACT I _i` DRAIN TO CONNECT TO NEW DRY ELL. LOCATION TO DETERMINED IN �D� TRI=NCH DRAM TO BE "NEENAH FOUNDRY' FIELD BASED ON EXI5TIN6 SITE ( /CONDITIONS MODEL -4990-BX TYPE nPn OR r 1 — APPROVED EQUAL GRATE TO RUN RILL cn v 2B7. 00 ' ' DW. �, WIDTH OF DRIVEWAY,FROM CURB FACE To � .r- D C WF CE. CCOMECT TO DRYWELL INDRA AREA �D O ---- 5 --58 0- 09 1_ 10 1.1W 22 1 120. � - -- - p � � zw -- JUN 2 7 U' w MAIN ROAD zo2� U �SITE PLAN (MATT/TUCK GREENPOR T ROAD) SCALE: 1" = 20'-0" � Quit�i�t�bepartmc+nt � N � Town of Southold(S �.R. 25) H M M M M M U) ,D u 10' 20' 40' PROPOSED SITE PLAN DATE: 3/15/21 JOB# 21-157 SITE-1 REVISIONS 1 3/5/23.., 2 6/7/24..— E F �p A-6 A-6 3 " V 4 14-'1' SIMP50N STRONG-TIE 0516, INSTALL 5 I�r EQ 5'-l0' EQ STRAP AT EVERY RAFTER TO STUD _ CONNECTION,SEE 5TRAPPIN6 DETAIL 6 s J . ! 7 12 1 - - - - • .. -------------- ---------- --------------- -- -- - - - - ---------- ----------- -- --- - -- - - s NEW WASTE LINE TO _ TYPICAL ROOF. ilAPPROVED SEPTIC ,. SEE NOTE 9 SYSTEM n' x - -- --- ff v f. NONNI B METAL DRIP EDGE TO ( 10 in All, PROVIDE 5/84 ANCHOR BOLTS A-6 6YP5UM BOARD - --- --- -- -- _- -- -- --. .. • - - -- - * 45N O.C.MAX,1'-0"MOM - -- - GEI FIN15H MATCH GUTTER LING F 5H o UNEXCAVATED p�opp EACH CORNER,NO LESS THAN 2 MATERIAL T PER SILL PER CODE.AS TYPICAL GROWN STONE PATIO OVER 4" CONCRETE SLAB TYPICAL 6U'TTER. /'� _ MOULDING HOUSE TRAP W WWM WITH 6X6 10/10 OVER b BOLTS SHALL EXTEND A COMPACTED MINIMUM OF 7l" INTO CONCRETE SEE NOTE - -- 6YP5UM BOARD �, I x 6AZEKFASCIA GRAVEL OVER COMPACTED FILL (TYPICAL) - WALL FINISH A INSTALL CORNER STUD HOLD - A-6 DOWN A5 PER CODE,SEE 'AZEK' BEAD BOARD DETAIL #41 ON A-02 ' BEAM POCKET BEAM POCKET 'AZE-K' BED MOULDING #AZM-'I5 • V--t -•-•__•__••__ a—__-- � IRON HANDRAIL d RAILING IN x 6" 'AZEK' FRIEZE BOARD -- •- -" -�. .--- - S - -- - - -- --- - - TO COMPLY WITH CODE. -- I 120 } 1 14'-11/4' 16'-8I/2N 13'-61/4' 4'-10' r, TYPICAL NEW EXTERIOR WALL ! 1 I u. TYPICAL CHIMNEY - THIN BRICK VENEER I -� '- --�. �, o THIN BRICK VENEER(COLOR TO BE SELECTED) OVER SCRATCH COAT WITH METAL LATH OVER#30 BUILDING FELT OVER 1/2" 'GDX' PLYWOOD SHEATHING OVER 2"X4' t BASEMENT " ---- Z w STUD WALL. 4" CONCRETE SLAB WITH 6Xb IOAO WWM Q o f- oZ NEW 4 DRAIN GRATE _ Z} ~` TO CONNECT TO NEW F � W Q ? AREAWAY ,` ,, OVER 6 MIL POLY VAPOR BARRIER OVER b" _ \4 4'-O"Ox V-O"H DRY ° W u�, z to TYPICAL METAL ROOF 4 GRAVEL �` fir `... COMPACTED GRAVEL OVER COMPACTED FILL. t o, cvL > a z v �++ u STANDING SEAM ALUMINUM ROOF (COLOR TO BE SELECTED,SUBMIT SAMPLE) OVER ICE 0 �,>, >• /�/� �► " 0-C " " i i�i /ii S s U1 z WATER SHIELD (ENTIRE ROOF) OVER 30#BUILDING FELT OVER 5/8 COX PLYWOOD 29 x dd EGRESS WINDOW /ii/�i//�i 'ice/i//i /i/ QV Q 3 SHEATHING OVER ROOF RAFTERS (SEE PLAN). .,_�--��'- t %ii iii�; //�i „ 0-D f- ? LL f, ✓/ ////// TYPICAL ASPHALT ROOF 0 � o L7LL � ~ 3 1/2 0 LALLY COLUMN ON ,� ,� Z 3 0 " " 'te " N N ° // /Q// /// // 11 7 8" I 230 F.J. 16"O.C. \ DETAIL 2 Q in P W NEW ASPHALT ROOFING TO BE 15AF TIMBERLINE LIFETIME HIGH DEFINITION SHINGLES 30 X30 XI2 CONCRETE FOOTING F� �, / TJ J• _ z W C = _ OR APPROVED EQUAL. COLOR 1'O BE SELECTED (SUBMIT SAMPLE FOR APPROVAL). (� EGRE55 LADDER WITH " W/(5) #5 REBAR5 BOTH WAYS ; �� _ �� Q ROOFING TO BE INSTALLED OVER 30 # BUILDING FELT OVER 5/5" GDX PLYWOOD REMOVABLE ALUMINUM GRATE (TYPICAL) Ir �� SCALE: 1 1/2 - 1 -0 3 o 10" POURED CONCRETE FOUNDATION SHEATHING OVER ROOF RAFTE`.R5(SEE PLAN). INSTALL ICE 4 WATER SHIELD FROM THE ABOVE I I d EAVE5 EDGE TO A POINT AT LEAST 2'-O' INSIDE THE EXTERIOR WALL LINE AND AT .. " =w M WALL WITH(2)" R4"COT TOP 4 f /°'� 4 x ib PILASTER °j ( � ( BOTTOM ON 12" x 1d"CONtIM10US ci m HIPS 4 AS INDICATED ON ROOF PLAN AND A5 REQUIRED TO MEET '� " - "� °s ALL VALLEYS, - A, - FOOTING W/(3)5 REBARS(TYPICAL) '• H w "O CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLASHING. � M �. _ d t o o � Lo � �o 117/8 TJI 230 F.J.Q 16 O.C. 117/8 TJI 230 F.J. 16 O.C. x GYPSUM BOARD TYPICAL NEW EXTERIOR WALL - BOARD d BATTEN >%/ii, ''i% /iry/ (� L, WALL FINISH v HARDIEPANEL BOARD t BATTEN VERTICAL SIDING(INSTALLED � _ :i�/i //�/. ��// ,//�,; 31 x 118"P.S.L.(FLUSH) p °o AS PER MANUFACTURER'S SPECIFICATIONS)OVER#50 BUILDING FELT OVER 1/2" �` ii �i�i — — — TYPICAL EXTERIOR WALL.51� NO c"� ro o TYPICAL BASE p 4 ac rn PLYWOOD SHEATHING OVER 2 C 6 STUD WALL.FILL WALL CAVITIES WITH INSULATION /�//i /ii/> %//�i //�/ s O " ,• i " // �� MOULDING,SEE v X O T AS SPECIFIED ON SECTIONS AM) FIN15H WITH 4 MIL POLY VAPOR BARRIER 4 I/2 142 6YP5UM BOARD TO BE I ��//� �' > �,, ,/ /,/ SIMP50N STRONG-TIE GSIb DETAIL o x o x ] GYPSUM BOARD. GYPSUM BOARD TO BE SCREWED,TAPED,SPAGKLED (3 GOATS), PROVIDED ON UNDERSIDE OF �;���/��� WOOL— ll 7/8 TJI 230 F.J. ib O.C. y.. INSTALL STRAP AT EVERY STUD TO ! TYPICAL HOOD i o SANDED,READY FOR PAINT. i WOOD I-JO15T5 AS REQUIRED IN ;�;�;; t '?'a SILL PLATE CONNECTION AS H U) a u E SECTION R302.13 5 z"x 11 "P.S.L.(FLUSH) /% 5�"x 11 fig"P.S.L.(FLUSH) REQUIRES BY GORE,SEE STRAPPING _ FLOOR.SEE NOTE TYPICAL NEW EXTERIOR WALL - BEVEL SIDING ' � t- — — — — — //�,///,/ — — — DETAIL u INSTALL NEW 5/& HARDIE PLANK LAP SIDING --1" EXPOSURE(COLOR TO BE SELECTED) OVER#30 uP �;,,/;,/;;� F 41 BUILDING FELT OVER I/2N 'GDX' (PLYWOOD 5HEATHIN6 OVER 2"X6" STUD WALL. FILL ( /- v - "" � 117/8"TJI 230 F.J.(�16"O.C.oc I TYPE X GYPSUM „� PROVIDE 5/8 ANCHOR BOLTS® 45 <<. �:a. BOARD ABOVE O.G. MAX., 1'-0' FROM EACH CORNER, � , WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FIN15H WITH 4 MIL BOIL.ER AS PER NO LE55 THAN 2 PER SILL POLY VAPOR BARRIER b 1/2 6'YP5UM BOARD. GYPSUM BOARD TO BE 5CRE IAM, ;�,,/,//;,. •-; t1 f:,' - I t e, _ " I I Y/8" TJI FLOOR rt J "' o LL / r� CODE CODE. BOLTS SHALL EXTEND A TAPED,5PACKL.ED (3 COATS), 4 SANDED,READY FOR PAINT. �« /i/ ////i. ul o cap MINIMUM OF"f INTO CONCRETE 1 -- _ WALL HUNG HIGH �" ` (TYPICAL) v ,r " O� TYPICAL WOOD FLOOR NEW WOOD FLOOR TO BE 2 1/4' RIM OAK(SELECT OR BETTER) INSTALLED OVER RED PROVIDE 5/8 n ANCHOR BOLTS a d5 x c WATER UNITS TO � O I ( I I I � G.. _ " " so co F" EFFICIENCY HOT � JOIST '� R05EN PAPER OVER 3/4' 'COX' PLYWOOD 5HE:ATHIN6.FLOOR TO BE 5GRAPED,SANDED, O.C.MAX,i 2 FROM EACH CORCERY NO I I I I ( HVAG BE SELECTED LESS THAN 2 PER SILL,AS PER CODE. '�-+ I I I I I I - � COPPER TERMITE SHI STAINED,SEALED,AND RECEIVE 3 GOATS POLY URETHANE.CREATE SAMPLE FOR 0 BOLTS SHALL EXTEND A MINIMUM OF 1" - - ---- -- - - ----- - - _ CUSTOMER APPROVAL PRIOR TO FINISHING INTO CONCRETE (TYPICAL) '- I - - - (2) 2 x 6 AC-0 SILL TYPICAL EXTERIOR COLUMN - SQUARE CUSTOM - ' - PLATE c I"x5" PVC, ('AZEK' OR EQUAL) 56UARE COLUMN OVER A.G.Q SOLID WOOD POST,SEE %;;�; �;; NEW STAIR W/56" H HANDRAIL TO MEET GODS GYPSUM BOARD 8 `r PLAN. CAPITAL TO BE 10"xIO"x5,/4" THICK w/3/4" HALF ROUND. BASE TO BE IN X 8N w/ ' 4" x 16" PILASTER ' '/ r ° '` CEILING FIN15H�i��i ii��" ��,,,..> ,�.� ,..�-�.,_--•-•mob�-�,� �../; � Ey► ,/, ,///; �- FINISHED 6RADE To g N 00 BEVELED EDGE. HEADER ABOVE: TO BE PACKED OUT TO ALIGN WITH SHAFT OF iii�i /ii%/ a > ' COLUMN (BOTH 51DE:5),SEE DETAIL. �, ' . •;` c�%;�,%%%% SLOPE AWAY FRO �', 10" POURED CONCRETE U v X R '.✓ -- ��. _ `. °' -" —'" �.'I BUILDING FOUNDATION WALL z H " ION POURED CONCRETE FOUNDATION 0" DROP FOUNDATON WALL AT 6ARA&E DOOR F, ' ® �- TYPICAL EXTERIOR PILASTER - SQUARE CUSTOM 3'-e' ,,. WALL WITH(2)5 REBAR AT TOP t I OPENIN65(TYPICAL) — _ _ "M� (2) #5 RE AR 0 TOP d 5/4"x6" PVC ('AZEK' OR EQUAL) SQUARE PILASTER(PACK OUT 5/4" FROM SHEATHING). V, _ _ _ _ ---- I --1 i I-i I I- i N " , , " " " BOTTOM ON 12" x 24" CONTINUOUS ` I I I I = I I= I — ! BOTTOM OF FOUNDATION I- CAPITAL TO BE 10 xl0 x5/4 THICK W/3/4 HALF ROUND. BASE TO BE I X 8 W/ FOOTING W/(3)5 REEBARS(TYPICAL) - I WALL BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF � � 3 1/2"0 LALLY COLUMN ON �. PILASTER,SEE DETAIL. ' .` �� '�' r 30'X30'XI2' CCNGRETE FOOTING U DAMPROOFING OR TYPICAL STAIR 4 AREAWAY 29" x 44"EGRESS WINDOW / ; (TYPIGAL)RE$ARS BOTH HAYS A ® W O WATERPROOFING TO BOTTOM OF ON ALL STAIR PARTS TO BE MANUFACTURED BY L.J. SMITH. OR APPROVED EQUAL. SUBMIT4. 4 6RAV� /�, �,/� FOOTING(SEE GR055-5ECTION) 0 SAMPLE OF ALL PARTS FOR APPROVAL BY OWNER PRIOR TO ORDERING. MODEL u, - NUMBERS OW ARE FOR BIDDING PURPOSES ONLY. 0-A 117/8"TJI 230 F.J.CCU 16"O.C. �iii/i/ii�i 61-5 I/2' 4'-4 1/4N 6'-5 1/2"NEEL- — -� HANDRAIL = LJ-61100 BEl y/ / / POST = LJPDETAIL BALU5TER = EL-5060-H 38 (1-1/4 SQUARE BALUSTEF� _ ALL ADDITIONAL STAIR PARTS LANDING FITTINGS 6005E NECKS ETC. TO BE �--" -� �••••°�' N �U 4 2 '- �� _ n U z v INCLUDED. SUBMIT SHOP DRAWINCS FOR ALL STAIRS d HANDRAIL FOR ARCHITECTS SCALE: 11/2 - 1 -0 APPROVAL PRIOR TO INSTALLATION. O UNEXCAVATED 4N CONCRETE SLAB WITH 6Xb 10/10 WWM ''� Q 00 0 ai r BEAM POCKET I OVER 6" COMPACTED GRAVEL OVER P, - ----- - ---- ---- - COMPACTED FILL. PITCHED TOWARD 21 ' O' •• o GARAGE DDORS (I/8" PER FOOT) � D �--e., ION POURED CONCRETE c�O A-6 0. a. _ --�$� ° R. FOUNDATION WALL v EXPANSION JOINT M UNEXCAVATED C 4" CONCRETE 5 w STONE PAT10 OVER 4' `.,.. . LAB WITH Q 6 m. _ a bXb IOAO WWM CANGR):lE SLAB WITH X6. `�-,_...e �......� � `, � � Qt''[� .. A 6 DANif'ROOFING 10/10 WrM OVER 6' N6 TO BOTTOM OF Q COMPACTED 6RAYE3 '- ( INSTALL CORNER 5TUD HOLD DOWN AS PER ,�° -��'~ °'` `' FOOTING(SEE GRo55-SECTION) . 10. b MIL POLY VAPOR � 0 m BARRIER(CLASS I) M OVER COMPACTED FILL GODS,5E DETAIL #q ON A-02 a. (2) #5 RIEBAR® TOP d ,a - - M OF FOUNDATION O Z w� Bono a 4 f n WALL "�� H Z - - - - -- -- - - - GONGRE'TE WASH 4 .� U-) w U �+ � U N Q a �� E'' 2' x4" U E ( �+ 12" x 24" CONTINUOUS �" A-6 POURED CONCRETE FOOTING "MM 4 WALL 5YMBOL KE1' WITH (3) #5 RE BARS a ® Qa .0 U 24N -- PROPOSED CONCRETE FOUNDATION WALL FOUNDATION PLAN —` PROPOSED co CARBON MONOXIDE DETECTOR FOUNDATION PLAN SCALE:1/4"=1'-0" ,� so SMOKE DETECTOR DETA I L 6' COMPACTED 6RA`VEl- ji C�� INCHES OVER COMPACTED FILL FIRST FLOOR: ± 2,586 SQ. FT. 1' 5' 5' -1' FEET 3 = DATE: 3/15/21 SECOND FLOOR: ± 1,826 SQ. FT. \-CEILING HEIGHT SCALE: 11/2 1 -0 JOB# 21-157 Aml REVISIONS 1 3/5/23.- 2 6/7/24,.—.- TYPICAL CHIMNEY - THIN BRICK VENEER E F THIN BRICK VENEER(DOLOR TO BE SELECTED) OVER SCRATCH GOAT WITH METAL A-6 A-6 3 LATH OVER#50 BUILDING FELT OVER 1/2" 'GDX'PLYWOOD SHEATHING OVER 2"X4" STUD WALL. 46'-0 4 TYPICAL METAL ROOF 15'�' Ib'-2' 14-"I' 5 STANDING SEAM ALUMINUM ROOF (COLOR TO BE SELECTED,SUBMIT SAMPLE) OVER ICE EQ EQ Ip # WATER SHIELD (ENTIRE ROOF) OVER 30# BUILDING FELT OVER 5/8' GDX PLYWOOD SHEATHING OVER ROOF RAFTERS (SEE PLAN). MMT KTM 1-M <s� 7 TYPICAL ASPHALT ROOF NEW ASPHALT ROOFING TO BE "OAF TIMBERLINE" 'LIFETIME HIGH DEFINITION SHIN61-E5' _——————— ——— ———— Tq_ 51/2"X 91/4"PSL(FLUSH) OR APPROVED EQUAL. COLOR TO BE SELECTED (SUBMIT SAMPLE FOR APPROVAL). ROOFING TO BE INSTALLED OVER 30 # BUILDING FELT OVER 5/8" GDX PLYWOOD , z �n 2"x 10"C.J.®16"O.C. in 9 cal SHEATHING OVER ROOF RAFTERS (SEE PLAN). INSTALL ICE d WATER SHIELD FROM THE I 1 B EAVES EDGE TO A POINT AT LEAST 2'-0" INSIDE THE EXTERIOR WALL LINE AND AT �^ 1-J I I m COL" EXTE1-UMN TE - 10 ALL VALLEYS,HIPS, d AS INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET ❑ • N OOTE 1-L o 1_N A-6 CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLASHING. — o x � K DINING ROOM N 51/2"x 91/4"PSL(FLUSH) COVERED PORCH m 0 WOOD FLOOR TYPICAL NEW EXTERIOR WALL - BOARD BATTEN q IS'x IS'PEMJSYLVANIA BUE5TONE I^V 12' - 'NARDIEPANEL' BOARD t BATTEN VERTICAL SIDING(NSTALLED BORDER E BRICK RISER AS PER MANUFACTURER'S SPECIE ICATIONS)OVER#30 BUILDING FELT OVER 1/2" x "' W-2'/ PLYWOOD 5fEATHIN6 OVER 2" X 6" STUD WALL. FILL WALL CAVITIES WITH INSULATION A 2"x 10"C.J.@ 16"O.C. AS SPECIFIED ON SECTIONS AND FINISH WITH 4 MIL POLY VAPOR BARRIER d 1/2 5 I/2 EQ EQ 51/2' 5 1/2' SANDED,READY FOR PAINT. SPAGKLED (3 GOATS), d 5 GYPSUM BOARD. GYPSUM BOARD TO BE 5GREWED,TAPED, A-6 "x 117/8"PSL(FLUSH) / — ---1-K 51/2"X 117/8"PSL(FLUSH) TYPICAL NEW EXTERIOR WALL - BEVEL SIDING MASTER BEDROOM 51/2"�- /4"I—'LUSH) WOOD FLOOR 'I HARDIE PLANK LAP SIDING - " EXPOSURE (COLOR TO BE SELECTED) OVER#50 POND CONCRETE BUILDING FELT OVER 1/2' 'COX' PLYWOOD SHEATHING OVER 2"X6" STUD WALL. FILL AREAWAY WITH _ BEARING WALL �r WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH WITH 4 MIL '-5 1/2' POLY VAPOR BARRIER 4 1/2' 6YP5UM BOARD. GYPSUM BOARD TO BE 50REWED, `, &RRA ABLE ALUMINUM u 5 I/2" Q TAPED,SPAGKLED (3 GOATS), SANDED,READY FOR PAINT. LOAD BEARING p I I I z {u WALL a _ I I I WALL O — z TYPICAL WOOD FLOOR a I'-10" w x i OVENS F= C 2 p Q NEW WOOD FLOOR TO BE 2 1/4' RED OAK(SELECT OR BETTER) INSTALLED OVER RED o ` 117/8 TJI 230 F.J.®16 O.C. MF) a i i j p M it � Z x a "'' s W WZm R05EN PAPER OVER 3/4' 'COX'PLYWOOD 5HEATHIN6.FLOOR TO BE SCRAPED,SANDED, o I I - o > a a u, u, La La STAINED,SEALED,AND RECEIVE 3 COATS POLY URETHANE. CREATE SAMPLE FOR 1-H I I C i3 I I 2 \ CUSTOMER APPROVAL PRIOR TO FINISHING � z I I © Q Lo Q 3 x O Q to I/2• (N 1� -, I I W. /� �. a' ZLLF- m TYPICAL EXTERIOR COLUMN - 50UARE CUSTOM I ¢ - I I I o �`I , o C o " " i i e - - - - - - - - - ,n GREAT ROOM r. x I I I N L9 Qz � I x8 PVG (AZEK OR EQUAL) .QUAKE COLUMN OVER A.G.Q SOLID WOOD POST,SEE -- -- -- - ! 114 WOOD FLOOR N i i i H �DW-- C3 Ln PLAN. CAPITAL TO BE 10"xIO'x5/4" THICK W/3/4' HALF ROUND. BASE TO BE I" X 8' W/ _ _ - BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF 5 I/2' 117/S"TJI 230 F.J.Q 16"O.C. 3-6 i I r PRE-FAG FIREPLACE TO BE I I �' -W.I u 01-0 zgu, G = { --L----� x X Q W � F- Q COLUMN(BOTH SIDES),SEE DETAIL. � WALK IN CLOSET I � SELECTED INSTALLED A5 PER HSs4x4x1/4STEE � � I x � 3 � � O Q O 3 WOOD FLOOR I MANUFACTURER'S COLUMN TO RE ON TYPICAL EXTERIOR PILASTER - SQUARE CUSTOM _ SPECIFICATIONS KITCHEN ., I __ NEW FOOTING& WOOD FLOOR �li---- n a i " — — — — — — — — tO' JCOLUMNBELOW 5/4 x8 PVC (AZEK OR EQUAL) 5QUARE PILASTER(PACK OUT 3/4 FROM SHEATHING). \ 1 ( 8CAPITAL TO BE 10"xIO"x5/4" THICK W/5/4" HALF ROUND. BASE TO BE I" X 8" W/ wBEVELED ED6E. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF � USH STONE3'-q I/4' ° APILASTER,SEE DETAIL. - J - .in * ADDLE 36" RIDG./ r c�o ++ FR EZ. - - - - - - - - -ar BEARING WALL .- U w�TYPICAL STAIR - W10x30 (FLUSH) v� oALL STAIR PARTS TO BE MANLIFAGTURED BY LJ. SMITH. OR APPROVED EQUAL. SUBMIT 10'-6 I/2' m�8 sD - 16'-4" — P Q o 8 x ° SAMPLE OF ALL PARTS FOR APPROVAL BY OWER PRIOR TO ORDERING.MODEL o m5 1/2 ��o NEW STAIR AND 56` I Co �} PANTRY U rNUMBERS BELOW ARE FOR BIDDING PURPOSES ONLY. m HANDRAIL = LJ-ba00a HANDRAIL TO MEET CODE I � - ry WOOD FLOOR 117/8"TJI 230 F.J.® — ( � U e POST = LJP-3910 \ N - (2 13/4"x 117/8"L.V.L.(FLUSH) `' m ,� BALUSTER = EL-5060-H 38 (1-1/4 SQUARE BALUSTER) MASTER BATHROOM �'x I I 51/2 -� ALL ADDITIONAL STAIR PARTS,LANDING FITTINGS,6005E NECKS,ETC. TO BE So N x FLUSH SroNE 4 �. o TILE FLOOR - O I (_ INCLUDED. SUBMIT SHOP DRAWINGS FOR ALL STAIRS d HANDRAIL FOR ARCHITECTS 4 �+ X p 3-e I/2 SADDLE APPROVAL PRIOR TO INSTALLATION. °' DROP GEILIN6 �' — M xLo� - 116 UP FLUSH 5TONE HALL x ' -OVER SHOWER b" m `' SADDLE 17R 3'-II' x LAUNDRY 1-G 5 I/2' p TILE LOOK �; I - i fir, Ln c § it W6, VENT DRYER POWDER • DN SD CO M a oo TO EXTERIOR `• o 2 6 x 11011 31 j2 ,o TILE FLR 3 I/2' x r . COMMODE `BROAN' #QTXE-150 (150 CFM - n 'GROAN #QTXE-150 — STONE � '� OR EQUAL) EXHAUST FAN `J m m --- - -- - -- - ----- - - - - (2)2 x 2 DR BENCH cn (150 GFM OR EQUAL) r DUCTED TO EXTERIOR � EXHAUST FAN i m CONCRETE STEPS '�' �— �'� * r STONE B CH DUCTED TO — x � 44 EXTERIOR EXPOSED CONCRETE CURB INSTALL 'WATTS °�° a 1 o 5/4 HOUR FIRE RATED F INTELLI�FLOW' 'SERIES i U Z P a BATHROOM #1 - W.I.C. Y v DOOR SLY WITH SELF i A2G-M AUTOMATIC ! .. LO o CLOSER A5 PER GORE WASHING MACHINE I{ 1-E TILE FLOOR _- �� - fi a w 1 10'-6 I/2' IL'10 ICE'— 3 I/2 I WATER SHUTOFF VALVE - INSTALL 5/8 TYPE X • �� GYPSUM 130ARD ON ALL , I U 1-6 3#"X 118_PSL(FLUSH) w --— —— — o WALLS d CEILING OF 6ARA6E I - ta AS PER CODE I 1 ® W o FLUSH STONE r+ SADDLE ,Q I cn p rn a GARAGE I X J n O NEW 4" CONCRETE SLAB WITH bX6 /10 WWM ! �- �0 Q 11 � OPEN TO ABOVE CO X OVER 6 MIL POLY VAPOR BARRI OVER b"- _ _ DROP GEILIN6 " Q�., 11 w I COMPACTED 6RAVEL OVER COMP GTED 5 I/2' f o - OVER SHOWER b m I m 5'-N I/2' j n FILL �'0. }' ~ BEDROOM #1 i" cu %` — — 51/2"X 11 7/8"PSL — — — —— �] v WOOD FLOOR 3 1/2' -`F U Z v 0 5 1/2' I +, + € - - o I FOYER FLOOR - PPER FOOT I/8 ———————— I � v " it m 13'-4' 2'-I' - , I O I xr ! Q oo O W 117 8 230 F.J.C�16 O.C. • I I � I i / "771 (3)2x o D o o I � 1 li II _ LO x 1-A � c, � 1 A-6 .. I o i! I i 1-C :`� Q COVERED PO CH { c° 1 X C Q N °' (3)2x10 '^ m 18'x IS'PB�ISYLV A x I x BI11C5TOIE W 12' - 1 f F-7 P4 6 4 BRICK RI58z 4 1 I (� 1! Ln OEQ EQ SY1/40 .Q . 2'-bS ' 51/2' _ -------- (I--il ,o !: - - �I C) � Z TYPICAL EXTERIOR 3) x10 (3) x10 (3) x10 fs-1 COLUMN.SEE NOTE 1-U 1-T 1-S NEW LATTICE✓PER60LA ULn BLUESTONE 5T1:P5 — — — — ABOVE GARAGE DOOR TO ►�-I 0 WITH BRICK RISERS BE SELECTED EQ 7'-41/4' 1'-41/4' EQ N V U) U FIRST FLOOR PLAN W� SYMBOL KEY PROPOSED FIRST —� PROPOSED TYPICAL NEW WALL SCALE:1/4"=1'-0" O CARBON MONOXIDE DETECTOR FLOOR PLAN : .._:. Q4-" INCHES FIRST FLOOR: ± 2,586 SQ. FT. 1' S. 5' -� 7' FEET S° SMOKE DETECTOR DATE: 3/15/21 SECOND FLOOR: ± 1,826 SQ. FT. CEILING HEIGHT JOB# 21-157 REVISIONS �p 1 3/5/23»ram. V 2 6/7/24..— E F E F �p '� A-6 A-6 A-6 A-6 3 4 TYPICAL ASPHALT ROOF,SEE NOTE 5 TYPICAL GUTTER. TYPICAL METAL. SEE NOTE ROOF.SEE NOTE 6 LINE OF COLUMN BELOW _ _ _ INSTALL ICE t WATER SHI_LD FROM THE ° '^ _ '` i✓'i✓: TYPICAL GUTTER. 7 r - j%��f✓��i/`1i/�j%!'�j%�iii! %%�j✓�yi%�%%��j/ %r`.i///./ - I EAVES EDGE 70 A POIM At LEAST 2'-0" 1;�6�`:0.� ;iii!/i�! /'ri�j/i SEE NOTE LJ I i INSIDE THE EXTERIOR WALL LINE AND / ii!� / ii�/i/ iii/ii�!iii/i��ii /ii�%ii!i �/i i✓� i /i✓/�i/!�,'�i `i j>' ,er' //✓r�i/!'i/'/ir'�!/ 8 L I I ALL VALLEYS t NIPS AS PER CODE, �6'�RR.�16�?.0%! ���2 �o')tft TYPICAL ASPHALT i i MANUFACTURERS SPECIFICATIONS t AS //�///�//ri✓ ///i//i "i// //�i// i/!ii/ii/�ii//ii/ �'i✓, y / •�/ / /r 9 LINE OF WALL BELOW ROOF.SEE NOTE I I INDICATED //��/��/✓��//�i/�� ., ,i� ���//�i,✓/����i//�iv/�i!��i/i �;/!ij!• I i, �i,� i%' I'' ;; '/ ,//�/('� Q I I B i%//j%i%///%///%y/%� % //%f/>%//ji"//% //%/i%/%i%�/i' >" : %f/ r//✓' j /j/ 10 ✓✓' %✓/ .'/,'';, %y//�//%jij/' ', //� //�' /,�,// ,�///f%'/ y//,/// ///y// /,// �j,/////i'// ///////',//i///�/// ,// , !//✓',� i �>/, /y/ 1 I ✓>'�j/� /i' I ! iY/';/✓!rii/✓i✓ ' /;//�� // ;!!'�i/ i'/ i///i/yi///,.'-//�i/Y , //' ////// /// // /// ,//////�i//' l//j///i/' ,,//,// , i fig I f V//, ,/y; ', ;,j // /, '// I - - - - - - - - I I I I ,,/ �.;�.'n.� ...���....- Lc�.:.L���..�1-.:..,�, / ///,///✓//y//////� //y///y//y////////// ///;///////'//�/, ://'/, i'" I /., //, I ;:, I: .: ///,/�y✓, TYPICAL ASPHALT !/ ////!///�✓ ////.>//////!' ;/ / 'i/�ii/ii// i/' '/' ///i//i///i///i/ / / ' / / /i/ �i '/i / / /i /a,/, i/r I. / // �, / , I r I I ! ✓✓ ,, / //. // / / /2{'X 6° 12 EQ q-5 I I ROOF•SEE NOTE //////// ✓, //,�'>/ /// ///'//' / // �'/ // /✓ / /, // ,> / /w '/!' I I EQ I I ✓//-'�� ✓� i/� /�!>✓/> //�//:/ /j X / / / // ./// /// // // //✓, „I%iG1 / ✓// /l�'// '// y/ //, /�/ // />/ /✓/ 3y ,/// // /> /!' /�'/ ///i//>i// ,// //; ./,� ., ;; . I � � .//, ,,, n ri/�//'J// TYPICAL ASPHALT / ,/✓/ 12 12" 10"'RR® 6° /, , , u n n `/�// /di / ./ / / f/ /.// /// > . >// //> // /// /// // /// /// ///'// ://. ; / I I, I✓/ ///,. , , I I (; ;/✓ , X 1 / / ,2 X 10 RR C�16 b.C. / , ///�/�j,////.///////,//�, /�///,///,/j.i/////f.// //////�'/�.//j ^,/, i':, // ✓,//// (�/// ROOF.SEE NOTE A-6 I 2-H - I I A-6 / // I2 �/ /% ;12 �i // ,// /// // // // // // // // // /// /// // // /// /f/ // ! // i ✓//yy/.' 12 //' '% s v ✓/ ✓///.///��///%//// /' /' /- / ' i, / i/�'j/1 /j% ,// j �; /// /. I' y//y//i I - -- - -- - -J I ' i �j///�,i '! '' ', i'i i !C✓/j //f i I2 r j/, ./y//%///il.�//��1.� i//N� /X///✓' ,�//i�// /}//, , ,/'// ,I�// ,/.%L'/ /�%//, ,//: ,//;i i ' // /�� :I �'� li Yi//�j/' ' L -- -- - 51 2 X 91 4 PSL -- - - I TYPICAL E�IJTTER. ,'r / /,'� /i/ /�',, '/ / ✓ r?/ j/r/> � jl/ /, i/ , / j /j' / j// i ' /°/ i , r SEE NOTE ' 7✓ /i I + ✓//{///i// //Ky//✓//•//%':>/ / /r / '/ I I ■ I I %�j//j/ 1 / /�-. r, / ' / '/ ' � /' /�iIif'�1,'//�''�>j�'�,y/�///y j/�I/j/,t/j/,j,�'�.t'j / ;, ,/ ,/ '�, i i ,jj j i '-I -4 I 8'-6' _ I -P I OVER FRAMING . / i / ,. ��j}%% %/'%%/ j%�'j/ j% j% i% { / i /' // '; _ ■ ■ //y/> ✓ i '� ' ' / ,// J i, i /'/' � '/, >� i / i ,/ -', ..% i /�, '','/,' /y OVER FRl'�MII'16 LL � I i�{//i'>/7,' T � ', /, �/ ' � 1,�✓//,�/� >r// />/�///�`f'j/�j///r,/ ,, / / ', / / ///�///j'i Z W � = r I '(//'r /% '/F'a ',,•; �,' i i , ,/ i ,/' i, �/j/ '.'i/�y/%/�i%�I/j/,!#I'�j;// , % / '/ ;, , /, /. /' ,% �%� ��j//�j� ; O � � Z `� O I 1/// `/�� /, / ;,> > '/' /� .� /i � -+ i /j / ,,//j w/j j �'///•,/ ,�i /, ;/ ' �^T- �'/�// Ul W Q Z TYPICAL ASPHALT , /> /1 �/ ri/ .yji / /j% j 'j%,jj / ,ii! %/ %/�j > a O W W � /�/ / ROOF.SEE NOTE // /j > C14 //JI Y// / 'j/i'I /fa/ ;,/, / f// - W F- 7 ! %//'% — - - --- /./, (J /// Q Z U W PROVIDE /y i ti% --- - --------f/ 1 s x>f>' 1 // / i✓/ r / , / / ;// - -- --- -- ---- -- /- w to AC-CE-55 TO / - -- -- - /�' //'/ / / ,/ i W i /• //. ALL ATTIC 4 u, 60 ///// - !- `� , / %ii / '// ---- - - - _ ,// Q w w 6 w 5 I/2 _ �' 3 I/2 - O %✓ / O / - - r/ / / S6LI ✓/i _ Z Q / r y // y �r SPACE A5 PER W.I.C. / - --- -- / CODE - '1'-0" ,�, rPROVIVEACCE-55 TO ALL to ATTIC SPACE A5 PER GODS , /;� - -- �f ». �/ ' /i;: � r!/k!/�✓ / /, ,/'INSTALL ICE t_WatER SHIELD ON ENTIRE ---------------_.'� //"/ ' 207 I I I POST FROM ABOVE -_------- �� -- -- - - /i / ,/ •// //5 ✓1Y�,r PS.i/> , >i i /' M --- -------- I ,� - - - -- - j�y_= D �i o -J STRUCTURE ABOVE L- �/ - -- - -- / _ �✓ / / LOW PITCHED ROOF(TYPICAL) --- --O -- --- -� // ISTED ON ROOF PLAN ——— ———— —— --WOOD FRAMED { j1.'. ';i �i j✓/j,l! - - - -- --Co =- - ji%/ � E� v (L x CHIMNEY WITH THIN UNFINISHED INSULATED ATTIC 5 /j )3RICK VENEER j i ' PLYWOOD SUB FLOOR � 8 - I,k �,/ .._ INSTALL CRICKET /:/��// j//�,, 1 f - o �n o o U_ _ 2°x 10"CJ®16" o /i/ - - -- r AS REQUIRED TYPICAL METAL - '. ROOF. NOTE ccF���rr cA, � 'o -' BEDROOM #3 = v x / - - -- --✓ / //, '/ N - - -- - -- -N - - - � E NOTE WOOD FLOOR ,gyp v / / / / //1/ N I N I - - //!/ i H m 2-G I / ✓ / / - - - --- - - - - --- // - /;�fa - - TYPICAL ASPHALT ui FLUSH STONE ROOF.SEE NOTE �n SADDLE � ■ ■ �,/i;i/!i%��i// /�i//;ii��%/ii%/ i/��i//�f/ >��i! !�'/1� >/ �2' DGl%�//l�// / / //i/�tf/ / ✓// i i // /// / //>/; 2 C 5 I/2 OVER SHO IWER 6 �' I �' f/: ,//,. //,r//,/>,.,/� . '+ m - � i %' l!/`� %�.j ' ,w� - � o �ii�L /tl NEW STAIR AND 56' - I TYPICAL ASPHALT X -. _.. --- - - --- ' _. - -X �1`� r/.1// `jjj/, i :•\�� y - 6 EzrJ SD ROOF,SEE NOTE - - - ---- - -- - - - -- -- /�° � 70„ w HANDRAIL TO MEET GODS - `' DN TR O UPPER LANDING - -- - - - L� m HOOD FLOOR r W. I �/ii n. -- �i /; % -- ---- - -- -- -- TYPICAL ASPHALT 2-F -- �' ■ 4 5 1/2• I � i /i '/ i/ - - ROOFS SEE NOTE --- - -- -- - -- - -- - -- -- - -- -- -----��ii! cm cn w /> >, // - /ZI - - -, � 'GROAN #QTXE-150 _ SD I z ( �! //;/� �i/. ,. / ' %a^a p - / i/�' ' „ a , o m w i (150 CFM OR EQUAL) 8' f I "�`0 - - = --. ��/ --f ' - - -_ ---- -....- - ..- - - -- -- _ - ---- - O - --- �i> y 0? a EXHAUST FAN «> >0 1� I j j�� �� �';>- ----- --------- -- - ------ -- - ------ --� ------ - - - ------- ---- - C� - - -- r .I 5 1/2 0 3 1/Z O cn — -- ✓'/// w O'.; - - -- - -- -- - - - - -- >f , U 3 ;° 40 a DUCTED TO / /� ;, �- y,. ; % v cv BATHRO M #3 co �kr // / _.j i' ---____ __ .,_w________.- ___- __.__ ,._____-_ _._s_,__ .___ n = _--.__-___._.- - - _. _ // INSTALL ICE t WATER SHIELD - EXTERIOR ?�o„ `�v I Ci/ /i ' ' N - - -- - ,.., - N --- - '///i�f a r'+ TILE FL .O 3 I/2'��' X >o - 1, �//�1 ' /Q / - - X - %�i%� x f iii� / ,' FROM THE EAVES EDGE t0 a - 4�-0' � ,- BATHROOM #4 sD m 2-J i�,>///j,•//cb ' � - iri/>. - /// / POINT AT LEAST 2-0 INSIDE THE - �� I 2p�`�� ry cn 3 X 9 PSL US TILE FLOOR ^ �� jy � / ,, ---- __ - /.//, - - � L LINE AND ALL VALLEYS EXTERI�t�F'S AS PER CODE, ( .. �' i% 'ii - - -- ---TYPICAL METAL- - - -- - �i f,./� - -- --- - _ n ; -- -- -- -- b-q 15 II I/2 I , , - MANUFAC SPECIFIGATIONs t X� /J+ �SEE NOTE AS INDICATED 31/2 / / ' ON �� fi> / FLUSH STONE I `° 5 JI/Tf BEDROOM #4 > V/ / _ / / / ,/ /�Ij, L � o `✓ SADDLE x , O ' - / - ' / / % / /a -- — -- -- -- ✓ / %' - / - '//'" r O Its ®_ , HOOD FLOOR / U /OPEN TO FLUSH STONE — I Q OVER FRAMING r ' �fi/-- SADDLE O _ /, / / / / /, // I X sELow z m ,�/ ' ' /�%f� �'I TYPICAL ASPHALT = N --- - -- �, /, / _ f / _/ T / T , - / r, yy, //. ,/ /// --- - - �,/,,1, SEE NOTE ■ 2'-I■ ■ tr N / / / >X l// jf/ / // />> / /1 al / /' /. a /' 3' /�' 13-4 5-q I/2 c� / \ 0 2-K j r �/ `� �/ N / / / / /// / U 5 1 BEDROOM #2 4 T.— i LL u `� v HOOD FLOOR - I N -- 2 i / / ;'t x ✓;, �i!;ii /i �i 'i/;i//ii!/i//�i%/i/ 'l/ /, , , �!// ,�� - .` - /,,,, ` tl .x 2 x 10 CJ C�316 V a — ?-0 3/4 O i ', / // %% ✓%j %/�'i' '//rl 'i'%//f //%/>/f�i%// %/' %� 'il /� /a' r%'' !!,/�',/7/.;-7 '/:'�7`i%' "�' O�J �l TYPICAL ASPHALT x m 5 1/2' m i / i ,f '//f,/, ,y>/ .i% // ✓/�/ %i/i%///%/'////%//'/ '/"i ''' ✓cS // /i 'i%/ ' i/',//'//' /i'//' / ° I ROOF,SEE NOTE I ; % ' / ' / /,' �'/ / '/�i, > / // / // ,� >, - . ✓, , ',�; / / >/I; U 3 2x10 I ( > /,' / j/i /i ✓/j /%✓/� �% �% /�/ �l �/ /i ✓, ,j/ i% j% jj/,j%/j% j%iy j%// / -- 3 X 9 P5L(FLUSH) � L;::.'. ." Mf �!/>i/!%%//i///i/r// i% 'i 2:r x 6��T 1G"O.C. ! ,� / / / > / ✓ /✓ � // ; TYPICAL (UTTER, � /i ✓ / /- i - ,-/-, /,.v > / /• ,y / >, // // // / ' SEE NOTE A-6 $ I CATHCLG CATHCLG I A-6 / / /, !;�/✓ /L I / /I /, X' />' '//' '% /// %/'. i/ %i/1'/' / //' /,, . /' / "�r / //d' J N m O 5 I/2 2-A I I in I �riiT /i/✓ /I / / ///y> y,/1 y/ ;/i /y/ / / /✓� . .' /�j/; /r!i %/i'/;/ >j/ /; �' /' ' ✓///////j%/i /r�n 7� " Q1 fi //i//�//�y//�/y y/ />/i i/j////// ////// // ./✓/e:/ � ,/ /r ✓ 11/ r// // ///.////// / l� r, w />�' / //i,yi /,. 4,CT 6 G/,/� ✓F,/ ��/>, / A .�////// //;y//�. / y,/ ✓.���_,�/ ' ■ , ' ■ <<✓/,�/,,//,_,�✓y/!;�'�! C W ./ / ,✓�r:j/', y.',- . .,_ 2 x�10 RR®16 O.C. cv 51 2 X 91 4 PS ■n 11 / L. / X r ,' % // > /// / ,. / /j/ .2 x 10 A-6 TYPICAL GUTTER / / /, 77-7- �' y/ ( f/ // ,>/ A-6 Q ►Yi I o 4 o I SEE NOTE / / ✓ „rr r/,// ,/ /,y ✓�' !� I W Q �.✓ T / /,;,/>,//, ., //;i//' //,,/✓///,,//,:,/ ,i/,f// %// 'y///' / /////%/'� ///' : i I/ /, ,yr jl I . ! ///,/j l/� �! 6 I �✓r�% i✓l�i % f / / ii/ /j/ / /�j /%/ j, ��y/ //�. //j//- j///// /: 1 j ;/� 12,' p'ii% ,/ii ;III "12 i. f/l/�'' i l O i ■ I! I 12; ✓//>%�I%% 8-10 3/4 Gq /// /; ', y, / '//j .: i ,6• : T I , // 5 1/2 5 I/2 n j // / / �` // /> // / / /r ,i // //' / //�' //'%�/, / /r // r> // // // TYPICAL METAL ROOF, I ,n I % i j/ j// . / .i. % :. %' , %/'ii i / jai i ;/i//j✓ ij jj% i%��i% / is �j% / ��/�%��i%jj ~ , % i%/'r% '; i ,/✓i/✓i V. ,/ , /, j/.i: ji:i/ SEE NOTE ice=// / :! / / ✓� /'' // '/ / �? .:: /. !_ / TYPICAL METAL / ,, ✓ / ,. / , �-i. ✓r �-- r-'- /� ,/; / r ' - '/ ._._ /._. `,�..�-,--'�.�=...:C �, // .J,j� , TYPICAL ASPHALT � � W 5'-I I/4' 2'-8 `r ROOF.SEE NOTE - - - - - - - - %i/�i /�i% i�y� f/�li%/i✓/!i%� �%�/✓/ i%✓�% �//% //%/,i%/ %// /j/% % j %ji �i%��j�/ �,SEE NOTE EQ EQ /; /, U I� 2-L TYPICAL METAL �- DOOR OW TYPICAL ASPHALT TYPICAL GUTTER, ROOF.SEE NOTE I' "t (n TYPICAL METAL ROOF, ROOF,SEE NOTE SEE NOTE � NNOTE s n N EQ -�Q TYPICAL METAL ROOF, U SEE NOTE E 23'-IP E TYPICAL METAL A-6 A-6 ROOF.SEE NOTE � � � U '� E COND FLOOR PLAN _ SYMBOL KEY ROOF PLAN , \T0kl- : T � %1 PROPOSED SECOND , PROPOSED TYPICAL NEW WALL - SCALE:1/4"=1'-0" Cio co CARBON MONOXIDE DETECTOR SCALE:1/4"=1'-0" _ 4 INCHESOOR&ROOF PLAN FIRST FLOOR: ± 2,586 S . FT. I s 5 -r `�-FEET SD SMOKE DETECTOR FIRST FLOOR: ± 2,586 SQ. FT. 1 5. 5' 7' 4_10), ES c� ' � CEILING HEIGHT � Q � DATE: 3/15/21 'SECOND FLOOR: ± 1,826 SQ. FT. SECOND FLOOR: ± 1,826 SQ. FT. CEILING HEIGHT JOB# 21-157 REVISIONS 1 3/5/23»— TYPICAL CHIMNEY - THIN BRICK VENEER THIN BRICK VENEER(COLOR TO BE SELECTED) OVER 50RATCH GOAT WITH METAL LATH OVER#50 BUILDING FELT OVER 1/2" 'GDX' PLYW TYPICAL ROOF OOD 5HEATHIN6 OVER 2"X4' 2 6 7/24 STUD WALL. 3 'AZEK' RAKE TYPICAL METAL ROOF #AZM-28'1 4 STANDING SEAM ALUMINUM ROOF (COLOR TO BE SELECTED,SUBMIT SAMPLE) OVER ICE - - IN x 6■ 'AZEK' 4 WATER SHIELD (ENTIRE ROOF) OVER 30#BUILDING FELT OVER 5/8" COX PLYWOOD 12 12 -- - - RAKE BOARD 5 SHEATHIN6 OVER ROOF RAFTERS (SEE PLAN). 12 - 12 _ . - AZE B ■ 6 - --- --- ! \ ---- - ------- -TYPICAL ASPHALT ROOF BOARD----- - -- - -- - - -- -- - - - 12 EAD i - j NEW \ ---- ------ TYPICAL ASPHALT ROOF � i' 'ASPHALT ROOFING TO BE ■. GAF TIMBERLINE" �LIFETIME HIGH DEFINITION SHINGLES SEE RAKE DETAIL # I" X 2" AZEK' OR APPROVED EQUAL. COLON:TO BE SELECTED (SUBMIT SAMPLE FOR APPROVAL). ' - 1 --;' - 1 -- I - - - �12 � 12 - IN X b■ 'AZEK' rn'10� 8 ROOFING TO BE INSTALLED OVER 30 # BUILDING FELT OVER 51bN GDX PLYWOOD 12 RAKE BOARD SIDING SHEATHING OVER ROOF RAFTERS(SEE PLAN). INSTALL ICE 4 WATER SHIELD FROM THE I x 4 AZE _ I I " "j K TYPICAL METAL ROOF 9 EAV -5 EDGE TO A POINT AT LEAST 2'-0" INSIDE THE EXTERIOR WALL LINE AND AT I / / ! _ .--ALL VALLEYS,HIPS, 4 A5 INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET TYPICAL ASPHALT ROOF ! �j I� WINDOMI CASING ; I I CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLA5HIN6. ! ! i I RAKE DETAIL 10 I it !' \ II 11 I I I I--�--I ---I,I i ,\ ■ ! TYPICAL NEW EXTERIOR WALL,_- BOARD 4 BATTEN SEE RAKE DETAIL # I , I�' SCALE: 1" 'HARDIEPANEL' BOARD t BATTEN VERTICAL SIDING(INSTALLED -0 III � �I ll � SEE RAKE DETAIL # 2 = 1'-0" AS PER MANUFACTURER'S SPECIFICATIONS)OVER#30 BUILDING FELT OVER 1/2" PLYWOOD 5HEATHIN6 OVER 2■ X 6" STUD WALL. FILL WALL CAVITIES WITH INSULATION _ II A5 SPECIFIED ON SECTIONS AND FIN15H WITH 4 MIL POLY VAPOR BARRIER d 1/2" TYPICAL ROOF GYPSUM BOARD. GYPSUM BOARD TO BE SCREWED TAPED SPACKLED (3 GOATS) d ! II !I 2-A " ! SEE RAKE DETAIL # A FOR PAINT. SANDED,READY P ' 'AZEK' RAKE #AZM-28-I TYPICAL NEW EXTERIOR WALL - BOARD I! TYPICAL NEW EXTERIOR WALL:- BEVEL SIDING HARDIE PLANK LAP 51DIN6 -'T' EXPOSURE (COLOR TO BE SELECTED) OVER#50 BATTEN I x 6 AZEK' RAKE ■ ■ BOARD BUILDING FELT OVER 1/2" 'GDX' PLYWOOD 5HEATHIN6 OVER 2"Xb" STUD WALL. FILL II ! I'' II it it III (i I' 'AtEK' HIST IG 51LL!'I# -b�30 ` ■ 4 WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH WITH 4 MIL 'AZEK' BEAD BOARD (I TYPICAL METAL ROOF POLY VAPOR BARRIER 4 ■ AYPSUM BOARD TO BE SCREWED, I�I TYPICAL'MEAL ROOF ICALI METAL I ROOF �. TYPIN X 2' 'AZEK' TAPEbSPKLED (3 GOATS), SANDED,READY u - -� .�, IN X 6' 'AZEK'RAKE p TYPICAL NEW EXTERIOR WALL - - `- _ _ --- -_- -__ � ■ TYPICAL WOOD FLOOR BOARD Lu NEW WOOD FLOOR TO BE 2 1/4N RED OAK(SELECT OR BETTER) INSTALLED OVER RED BEVEL SIDING Z ROSEN PAPER OVER 3/4"GDX'PLYWOOD SHEATHING.FLOOR TO BE SCRAPED DED SAN , TYPICAL SIDING in STAINED SEALED AND RECEIVE:3 GOATS POLY URETHAN.CREATE SAMPLE FOR --- - 'II - - / I j--- - f I� --- -- - l J g Ln W 4 z ----- - - - - �/ --- j' NEW LATTICE/PER60LA W W Z CUSTOMER APPROVAL PRIOR TO FINI5HIN6 _ __- --- - -- - - -- -- - - ABOVE GARAGE DOOR TO a ------------- �� RAKE DETAIL � z \ - __-- � I BE SELECTED zz TYPICAL EXTERIOR COLUMN •- SQUARE CUSTOM TYPICAL BRACKET SEE DETAIL - -- -- � � -- - 1-A I � !! � -- - ----- --I 2 � Q � 3 V - ---I " _ i " 'L7 Q ,� -- \\'! J 1 ------- — `' [ 0 ---- — SCALE: 1 — 1 -0 �_ z o Q x8 PVC (AZEK OR EQUAL) SQUARE COLUMN OVER A.G.Q SOLID WOOD POST SEE� �------ - .\ ,' � __ I , 1-T � - ----- - ; _ p � o ~ c - -- — \ — -- ---- - - - - --- --1 z '� U�1 PLAN. CAPITAL TO BE 10 xl0,K5/4 THICK W/3/4 HALF ROUND. BASE TO BE I X 8 W/ TYPICAL EXTERIOR COLUMN BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF \ 1-B COLUMN (BOTH SIDES),SEE DETAIL. SQUARE CUSTOM _ - -"-- In _ _ --- TYPICAL EXTERIOR PILASTER - SQUARE CUSTOM - - - - ___------___-- --- � u ~ Q 3 � � 3 5/4"x8" PVC ('AZEK' OR EQUAL) SQUARE PILASTER(PACK OUT 5/4' FROM SHEATHING). F CAPITAL TO BE 10"xIO"x5/4' THICK IN 5/4" HALF ROUND. BASE TO BE IN X 6" W/ Q u° BLUESTONE STEPS WITH BRICK RI5ER5 BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF "� o PILASTER,SEE DETAIL. o TYPICAL STAIR S`� � H CONCRETE GROWN WASH '" "Q ALL STAIR PARTS TO BE MAMJFAGTURED BY L.J. SMITH. OR APPROVED EQUAL. SUBMIT o � ,,,W 5 SAMPLE OF ALL PARTS FOR APPROVAL BY OWNER PRIOR TO ORDERING. MODEL `c'�N`'m O rn o�a NUMBERS BELOW ARE FOR BII2DIN6 PURPOSES ONLY. ,20 .0 ��o CnO L? HANDRAIL = LJ-6900 POST = LJP-5410 ■ H H H p �u BALUSTER SOUTH EAST ELEVATIONTER = EL-5060-H 38 (I•-1/4" SQUARE BALUSTER) �� ALL ADDITIONAL STAIR PARTS,LANDING FITTINGS,6005E NECKS,ETC. TO BE 1 U)I- INCLUDED. SUBMIT SHOP DRA1IN65 FOR ALL STAIRS d HANDRAIL FOR ARCHITECTS SCALE: 1/4" = 1'-0" APPROVAL PRIOR TO INSTALLATION. I1■ - " ;\ J < r W 1 . �: o O 4 O F v �� SEE RAKE DETAIL # 2 ---:- IN SEE CHIMNEY DETAIL TYPICAL NEW EXTERIOR WALL - BOARD d BATTEN 12 t 12 U X a, �n I\ TYPICAL CHIMNEY - THIN BRICK VENEER DET A IL @ CHIMNEY3 —0SCALE. 3/4, 1, �- zF 11 ^ t~ I ,-- - 2 �' U I = i j l ND .'AZEK 12 j O N I I W GAS II it iii II II it II �i - N O �-T V-• �u o ZT I ! bJD ' ! Ili TYPICAL ASPHALT ROOF TYPICAL ASPHALT ROOF I ' I SEE RAKE DETAIL # I LL ( I I ! 11II .�\ - tt `� " ■ - -- _-- --__.___ --- __ - i' \ ! !', ! I ICI \�\ - - --- _ - < 00 O W III' - - I j I I I a - \ I I ''III, I I ;i i � I( !I A7EK HISTORIC SILL I#AZM-693� I j �i !� I I ;I i -\ � a ----- _ � I � 12 �� I •- —_�L `� � -'---- ! I ' I ! O \ \ , 3 1/;� FM _ - -- - --- ---- -- --- - 1-0 - - - ---- --- --- - e ABOVE 6ARA6E DOONEPq LATTICE/ R TO o Q BE SELECTED 1 R I — - --- -- --- --- -- -- - I I III I i I l -- - - ---- ------- --- --- - - -..,,�- `->;�_ =� � [-•+ I TYPICAL NEW EXTERIOR WALL I I II BEVEL SIDING --- � - ---- --- --- - --- (� dam,+ '�- - III , I I I , I I I I N cq r u I I I I I U D ET A I L @ BRACKET �`-� I � _ _ _ _ , I I 36" HROU6147' IRON RAILING TO COM PLY wITH n _ �� ' o-D ' i i CODE (TO BE 5ELEGTED) 4 _ I I SCALE: �� 1 -0 ELEVATIONS NORTH EAST ELEVATION I III _____NEN POURED CONCRETE STEPS WITH BLUESTONE ( UC TREADS. RISERS TO HAVE 5700 FINISH. SCALE: 1/4" = 1'-0" I Z , ; DATE: 3/15/21 JOB# 21-157 NO I I REVISIONS 1 3/5/23.— EXTERIOR DOOR d WINDOW GENERAL.. NOTE5: I. WINDOWS TO BE "ANDERSEN" "400" SERIES'. ALL 6LAZIN6 TO BE HIGH PERFORMANCE LOW- E4.FULL DIVIDED LITE WITH 5PAGER TOP/BOTTOM.'1/8" MUNITN BAR DIVISIONS AS PER ELEVATIONS. -_-__ SEE CHIMNEY DETAIL 2 6/7/24_- 2. DOORS TO BE "ANDERSEN" "400" SERIES'. ALL 6LAZIN6 TO BE HIGH PERFORMANCE LOW- E4. FULL DIVIDED LITE WITH SPACER TOP/BOTTOM.1/5" MUNITN BAR DIVISIONS A5 PER ELEVATIONS. TYPICAL CHIMNEY - THIN BRICK VENEER 3. ALL WINDOWS d DOORS TO HAVE BLACK HARDWARE. 3 4. ALL DOOR5 AND WINDOWS TO BE BLACK GLAD EXTERIOR INTERIOR TO BE FACTORY FINISHED BLACK. ALL 50REENS IN WINDOWS TO BE "TKUBGENE" 5. HEIGHTS AND WIDTH5 L15TED ABOVE ARE APPROXIMATE AND ARE NOT TO BE USED FOR FRAMING ROUGH OPENING5. - 4 a \ 5 WINDOW & EXTERIOR DOOR SCHEDULE - BASEMENT 6/8/2024 - --- - - --- --- UNIT LOCATION SIZE(APPROXIMATE) MANUFACTURER STYLE MODEL# NOTES -- - _-- _-- -- - _ —--TYi'IGAL ASPHALT ROOF __-- _ --- ----_----- — ---- -- - --- - 7 0-A BASEMENT 2'-5"x T-8" ANDERSEN CASEMENT WINDOW egress window R` TYPICAL ASPHALT ROOF _ 0-B OMITTTED - -- -- 0-C BASEMENT 2'-5"x 3'-8" ANDERSEN CASEMENT WINDOW egress window '' ------- 8 " 0-D BASEMENT T-0"x 6'-8-1 THERMA TRU 16 PANEL STEEL ENTRANCE DOOR ISE21OHD - __ TYPICAL METAL ROOF 10 - - - - - - - 12 12 12 12 � - WINDOW & EXTERIOR DOOR SCHEDULE - FIRST FLOOR 6/8/2024 --- A il' 12 12 UNIT LOCATION SIZE(APPROXIMATE) MANUFACTURER STYLE MODEL# NOTES 12 � 12 ' 1-A ENTRY 4'-8"x 7'-0' SIMPSON FRENCH DOOR WITH 18"SIDE LITE TO BE SELECTED 1-B BEDROOM#1 T-6"X 61-0' ANDERSEN 400 SERIES CASEMENT 2 CX16 2 UNITS MULLED TOGETHER 1-C BEDROOM#1 2-8 X 5-0 ANDERSEN 400 SERIES CASEMENT CX15 !� � ,� TYPICAL NEW EXTERIOR WALL - BOARD !1 -. _ -'' ---.-�\ r - - 1-D BEDROOM#1 2-8 X 5-0 ANDERSEN 400 SERIES CASEMENT CX15 - l 1-E BATHROOM#1 2-4-X T-0- ANDERSEN 400 SERIES CASEMENT CX15 4 BATTEN 1-F BATHROOM#2 2'-0"X 2'-5' ANDERSEN 400 SERIES AWNING AW21 l ! !I \ 1-G BATHROOM#2 5-6 X 5-0 ANDERSEN 400 SERIES CASEMENT (2)CX15 2 UNITS MULLED TOGETHER ' - i TYPICAL METAL ROOF i �\ 1-H MASTER BEDROOM 2'-8"X 5'-0' ANDERSEN 400 SERIES CASEMENT CX15 li Ii it it 1-i MASTER BEDROOM '- " ANDERSEN 400 SERIES CASEMENT CX15 �� u--1 ! WINDOW GA51N6 _ (j 1 J MASTER BEDROOM 8-4 X 5 0 ANDERSEN 400 SERIES CASEMENT (3)CX15 3 UNITS MULLED TOGETHER # .' I �� � � SEE RAKE DETAIL I I 1-K GREAT ROOM 11'-10"x T-0" ANDERSEN 400 SERIES FRENCHWOOD GLIDING PATIO DOOR FWG120611-4 -- ---- - - --- - --- -- U. SEE RAKE DETAIL # I 1-L DINING ROOM T-6"X 5'4 ANDERSEN 400 SERIES CASEMENT (2)CX15 2 UNITS MULLED TOGETHER 1-M DINING ROOM 8-4-X 5--0- ANDERSEN 400 SERIES CASEMENT (3)CX15 3 UNITS MULLED TOGETHER W Lu I-N DINING ANDERSEN 400 SERIES CASEMENT (2)CX15 2 UNITS MULLED TOGETHER Lrj 1-O KITCHEN ROOM 4'-2' X 3,-6, ANDERSEN 400 SERIES CASEMENT 2 C 35 2 UNITS MULLED TOGETHER I \` \` IL D Ln Q Z O ----- \ \ — W W z in ' 11 BEVEL 51DIN6EXTERIOR WALL - `-- i` - -- - -- i II' 1-K -- - — - _____ > > a w 1-P LAUNDRY ROOM 2'-0"X 3'-6" ANDERSEN 400 SERIES CASEMENT C135 i II, _ 1 _ I � I z I- - - — r- I - - --- Q �' � J „IZ 1-Q GARAGE 8-0 x 8 0 RAYNOR COUNTRY MANOR X BUCK 6 PANE SQUARE GLASS 1-M `J 1-.1 U1 z Q 3 1-111 IGARAGE 8-0 x 81-ollRAYNOR COUNTRY MANOR X-BUCK 6 PANE-SQUARE GLASS 1-S GARAGE 2'41 X 2--5- ANDERSEN 400 SERIES AWNING AW21 - --- __--_- - - -- - LB LL ------- -- -- Q U W 1-T GARAGE 5--6"X 6'-0' ANDERSEN 400 SERIES CASEMENT (2)CX16 2 UNITS MULLED TOGETHER ----------- — ------------- - Z 3 O In 1-U GARAGE T-0"X T-5' ANDERSEN 400 SERIES AWNING AW21 'AZEK' HISTORIC SILL #AZM-6'l30—--i II __.___ — ____.—_ — _____ --_i Lu z g F- - - — - - — -- - --- <-- m W W = �`-- - --- - , -- - - — - - = zo � z3 I WINDOW & EXTERIOR DOOR SCHEDULE - SECOND FLOOR 6/8/2024 TYPICAL EXTERIOR COLUMN - W UNIT LOCATION SIZE(APPROXIMATE) MANUFACTURER STYLE MODEL# NOTES SQUARE CUSTOM O Q cm" � 2-A ENTRY FOYER 4'-2"x 5--0" ANDERSEN 400 SERIES CASEMENT-FIXED (2)C15 2 UNITS MULLED TOGETHER BLUESTONE STEPS WITH BRICK RISERS �u 2-13 BEDROOM#2 T-6"X 5'-0- ANDERSEN 400 SERIES CASEMENT (2)CX15 2 UNITS MULLED TOGETHER 0 p o 2-C BEDROOM#2 2'-8"X 5--0' ANDERSEN 400 SERIES CASEMENT CX15 U1 Cl� 2-D BEDROOM#2 2'-8"X 5'-0' ANDERSEN 400 SERIES CASEMENT CX15 A In O 2-E BATHROOM#3 2--8"X 5--0- ANDERSEN 400 SERIES CASEMENT CX15 NORTH WEST ELEVATION 2-F BATHROOM#3 2'-0"X 2'-5- ANDERSEN 400 SERIES AWNING AW21 V Ldi 2-G BEDROOM#3 5'-6"X Y-0' ANDERSEN 400 SERIES CASEMENT (2)CX15 2 UNITS MULLED TOGETHER it 1= I- `f'F."' SCALE: 1/4 0II 2-H UNFINISHED ATTIC 6141 x 4'-0" ANDERSEN 400 SERIES CASEMENT (3)C14 3 UNITS MULLED TOGETHER 2-i UNFINISHED ATTIC 5'-6"X 5'4 ANDERSEN 400 SERIES CASEMENT (2)CX15 2 UNITS MULLED TOGETHER 2-J BEDROOM#4 2'-8"X 5'-0' ANDERSEN 400 SERIES CASEMENT CX15 2-K BEDROOM#4 2'-8"X 5'-0- ANDERSEN 400 SERIES CASEMENT CX15 2-L BEDROOM#4 2'-811 x 4--6" ANDERSEN 400 SERIES CASEMENT CX145 Lo �- i 2 O co CO TYPICAL CHIMNEY - THIN BRICK VENEER ct,~�ilv ' THIN BRICK VENEER(COLOR TO BE 5ELEGTED) OVER SCRATCH GOAT WITH METAL � � ✓ LATH OVER #30 BUILDING FELT OVER 1/2" 'GDX' PLYWOOD SHEATHING OVER 2"X4" STUD WALL. =--- -- --- - 5EE RAKE DETAIL # 2 TYPICAL METAL ROOF -` - C ° N 00 STANDING SEAM ALUMINUM ROOF (COLOR TO BE SELECTED,SUBMIT SAMPLE) OVER ICE TYPICAL CHIMNEY - THIN BRICK VENEER o N ono U 3 " 4 WATER SHIELD (ENTIRIE ROOF) OVER 30# 31JILDIN6 FELT OVER 5/8" GDX PLYWOOD19 =_ SHEATHING OVER ROOF RAFTERS (5EE PLAN. a)12 �b ! i TYPICAL ASPHALT ROOF Is NEW ASPHALT ROOFING TO BE GAF TIMBERLINE" LIFETIME HIGH DEFINITION 5HINOLES n / � I STEPPED ALUMINUM FLASHING / �j TYPICAL-ASPHALT ROOF I:O OR APPROVED EQUAL. LOR TO BE SELECTED (SUBMIT SAMPLE FOR APPROVAL). - --- ----- _ TYPICAL NEW EXTERIOR WALL - BOARD d BATTEN / I! ROOFING TO BE INSTALJ�D OVER 30 # BUILDING FELT OVER 5/8 COX PLYWOOD I I, ___ THI��OVER ROOF IRAFTER 5(SEE�LAIDETHE ICE EXTERIOR1NE AND ATE _ ow , SHEA TALL TO A T AT WALL L - ------ - - - -- - �il ! I' - ALL VALLEYS,HIPS, p5 INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET Q - _ _ _ ---- o 2ON - -� -� _ k 41 AZEK WINDOW CASING, U GODS. WEAVE IN ALL VALLEYS TO CONGEAL FLASHING. _ � , , __ t TYPICAL NEW EXTERIOR WALL - BOARD d BATTEN - I� -�II j I! ! II o � 'NARDIEPANEL'BOARD 4 BATTEN VERTICAL SDINIG(INSTALLED AS PER MANUFACTURER''SPECIFICATIONS)OVER#50 BUILDIN6 FELT OVER 1/2" 31+4 - - '� ` \ TYPICAL p a) PLYWOOD SHEATHING OVER 2■ X 6 STUD WALL. FILL WALL CAVITIES WITH INSULATION ( 'I III I' U Z _ ASPHALT ROOF AS ON SECTIONS AND SPECIFIED I IW n ! , QV•• uGYPMBOARD. GYPSUM BOARD TO BESGREWD,TAPD SPAGKLED (3 GOATS), SANDED READY FOR PAINT. —1 CIS ASPHALT ROOF 2-F2G- I cC °° O l TYPICAL NEW EXTERIOR WAL - BEVEL SIDING HARDIE PLANK LAP SIDING 7 EXPOSURE COLOR TO BE SELECTED OVER #30 � ) I BUILDINO FELT OVER I/?-" 'GDX' PLYWOOD SHEATHIN6 OVER 2"X6" STUD WALL. FILL Lc) WALL CAVITIES WITH IN:iUlATION A5 SPECIFIED ON SECTIONS AND FINISH WITH 4 MIL _ - " / I '' �' I i I �I i I i ;I I ,' � i I' � ! ;I' I I '�, !I I II I', I� L I I'I � I i I'I �; 4 POLY VAPOR BARRIER d 1/2" GYPSUM BOARD. 6YP5UM BOARD TO BE SCREWED, ! !i I I j! i ! I ' I2 TAPED,5PAGKLED (3 G�AT5), d SANDED,READY FOR PAINT. l ' I # - AM I51'OR�G SILL AZM-bg30 I I I W _ _ ! - -----� L----j— i----'--- - .�1-- —-- -- - ------ -- TYPICAL WOOD FLODR -- - -- - - - -- --- --- --- -- - - - ---- - - - -- -- - -- - - ------ -- - - -- - ---- -- - - - -- ----- -- -I r NEW WOOD FLOOR TO BE 2 1/4"RED OAK(SELECT OR BETTER) INSTALLED OVER RED -- -- ------ ----- - ---- -- O O — --- ---- - / r -----ROSEN - - PAPER OVER 3/4" 'GDX'PLYWOOD 5HEATHIN6.FLOOR TO BE SCRAPED,SANDED, - - - -'__ --- --- --- - ------ �q STAINED SEALED AND RECEIVE 5 COATS POLY URETHANE.CREATE SAMPLE FOR 1-L --_-- _---------- - - \\ r�i -- __-- j, ---- - CUSTOMER APPROVAL PRIOR TO FINI5HIN6 TYPICAL EXTERIOR COLUMN SQUARE CUSTOM O Z W TYPICAL NEW EXTERIOR WALL - BEVEL SIDINGTYP - --- ---. ------- - - -- -- ---_-- -I, - , I"x8l PVC ('AZEK'' OR EWAL.) 5WARE COLUMN OVER A.C.Q SOLID WOOD P05T SEE 11 i - - 1_ - ---- --- ILL -- -- - --- 1-H ------------ ---- - -------- -- --- '\ G 1 F ---- 1=D --------- ��C I � TYPICAL BRACKET 5t� DETAIL 1 PLAN. CAPITAL TO BE 10"xIO"x5/4" THICK WI 5/4" HALF ROUND. BASE TO BE In X 8" W/ --- ----- - --------- ,' --------�- a TYPICAL EXTERIOR GO U dam+ ---------------- ------------- BEVELND($OTH 5IDE5A)DEIEAE30VE O BE PACKED OUT TO ALIGN WITH SHAFT OF - - - - - -- -- -- - - SQUARE CUSTOMCOLUM COLUMN U -- --- -- ---- ---- TYPICAL EXTERIOR PILASTER - SQUARE CUSTOM " r --- - ---- -- -- ,--, — --- -- ---- - -- - -- - - - -- -- - -- --- - - -- - U 5/4 x8 PVC (AZEK OR EQUAL) SQUARE PILASTER (PACK OUT 3/4 FROM SHEATHING). r----- -- - - » .-- y-- — --- -- - - - -- -- - -- - ----- -�- R- ram--. - ---- ---- - -- - �` - --- - CAPITAL TO BE 10e - )---- ----- — - -- --- - -- -- ------ -- xl0n r;5/4" W/THICK 3/4n HALF ROUND. BASE TO BE I■ X 8n W/ - � - - -- -- - -- - -- -- -- --- - - -- - - - -� ----- -- -- ----- -�' --- -.g, ---- ----- - �.�'-- BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF U PILASTER,SEE DETAIL. I i i I I I I I BLUESTONE STEPS WITH BRICK RISERS BLUESTONE STEPS WITH BRICK R15ER5 TYPICAL STAIR - � �, ALL STAIR PARTS TO BL- MANUFACTURED BY L.J. SMITH. OR APPROVED EQUAL. SUBMIT I I r _ I I �_ I I —_ _ I I TYPICAL NEW EXTERIOR WALL - BEVEL SIDING SAMPLE OF ALL PARTS FOR APPROVAL BY OWNER PRIOR TO ORDERING. MODEL I I I� - �I I I �''°� .� I I i �I I I ELEVATIONS NUMBERS BELOW ARE FOR BIDDING PURPOSE5 ONLY. HANDRAIL = LJ-6Q00 I I I III I I I I i I III I I I I P05T = LP-3410 i I DATE: 3/15/21BALUSTERE -5060-H 38 (I-I/4" SQARE BALUSTER) �I /2\AL ADDITIONAL STAIR PART5,LANDING FITTIN65,6005E NECKS,ETC. TO BE SOUTH W LiEVATION INCLUDED. SUBMIT SHOP DRAWINGS FOR ALL STAIRS d HANDRAIL FOR ARCHITECTS I JOB# 21-157 � I I APPROVAL PRIOR TO INSTALLATION. SCALE: 1/4" = V-0" I 1 A=5 REVISIONS 1 3/5/23.— HURRICANE STRAPPING SEE DETAIL #4 ON SHEET A-0.2 -I 2 6/7/24.— I i R-30 OPEN CELL SPRAY I I 3 FOAM (SEALED ATTIC - I I HURRICANE NO VENTING) / 4 STRAPPING SEE �` - - - - RAFTER TO WALL % 5 DETAIL #4 ON - -� HURRICANE STRAPPING SEE F �—TYPICAL ASPHALT ROOF SHEET A-0.2 I I DETAIL #6 ON SHEET A-0.2 4 �" 6 R-30 OPEN CELL SPRAY 1 I J s 7 HURRICANE FOAM (SEALED ATTIC - TYPICAL ASPHALT ROOF STRAPPING SEE HURRICANE NO VENTING) 1" - - - - r 8 DETAIL #4 ON - - - - STRAPPING SEE DETAIL #4 ON - - - 4 1 I I SHEET A-0.2 - 1 I � I 9 I I TYPICAL ASPHALT ROOF SHEET A-0.2 I I TYPICAL ASPHALT ROOF s I I - 1 1 I I 1- - - - -� 10 1/2" GYPSUM BOARD I/2" GYPSUM BOARD RAFTER TO WALL ._ - - - RAFTER To WALL RAFTER TO WALL HALLS d GEILIN6 FLOOR TO FLOOR WALL5 4 GEILIN6 HURRICANE STRAPPING SEE HURRICANE STRAPPING SEE L - - - - HURRICANE STRAPPING SEE HURRICANE DETAIL #6 ON SHEET A-0.2 'r '=i DETAIL #6 ON SHEET A-0.2 DETAIL #6 ON SHEET A-0.2 / _T STRAPPING SEE BEDROOM #2 ` ', BEDROOM #4 DETAIL #4 ON HOOD FLOOR /. SHEET A-0.2 SEE DETAIL #1 SEE DETAIL #1 SEE DETAIL #1 WOOD FLOOR ON SHEET A-1 ON SHEET A-1 ON SHEET A-1 FILL VOID W/ 'ROXUL' m.: TYPICAL NEW EXTERIOR / UNFINISHED INSULATED ATTIC UNFINISHED INSULATED ATTIC _ _ / - , INSULATION WAL - BOARD 4 BATTEN PLYWOOD S B FLOOR r - / PLYWOOD 50 FLOOR - \ I I I = 1 I I ir` - I I I I I I I I L - _ J R-19 BATT INSULATIO W/ L - - - -� R-30 OPEN CELL SPRAY L - - - J R-30 OPEN CELL SPRAY L - - - J - PICTURE FRAME & TO FOAM A A - FOAM (SEALED ATTIC - a PLATE AIR SEALING rr NO VENTING) TYPICAL NEW EXTERIOR NO VENTING) �� R-19 BATT INSULATION W/ u, �I WALL - BEVEL SIDING II PICTURE FRAME Sc TOP p II ji! PLATE AIR SEALING DINING ROOM I BEDROOM #1 _p w zz MASTER BEDROOM s a WOOD FLOOR i! WOOD FLOOR 1 �' p = p >• 4 GARAGE �-TYPICAL NEW EXTERIOR TYPICAL NEW EXTERIOR LL, j WOOD FLOOR I/2" GYPSUM BOARD j NEW 4" CONCRETE SLAB WITH bXb 10/10 WWM WALL - BEVEL 5IDING i WALL - BEVEL SIDING o m m 1n z x TYPICAL NEW EXTERIOR x w w zLn 1/2 GYPSUM BOARD WALLS d GEILIN6 OVER 6 MIL POLY VAPOR BARRIER OVER 6 I� > IL D W WAL - BEVEL 5IDING z WALLS d GEILIN6 - - COMPACTED GRAVEL OVER COMPACTED ail Q ul z D Q 3 � aozo ° � i - - - - --_ - --- - --- - I i I I zLLQZpCiW 1 I I _ 3 to 1n z � � ,�,{ _ I SEE DETAIL #2 I I R-38 BATT I I Q W J m u ON SHEET A-1 R-38 BATT INSULATION - - INSULATION L - _• - SILL PLATE TO = Z .. m Z Q L - -- _ _ J STUD 31.. 5 < a • NOTE: BASEMENT - HURRICANE R-38 BATT SEE DETAIL #2 ALL INSULATION NOTED ON SECTION IS SUBJECT �� STRAPPING, SEE SILL PLATE TO STUD 4 CONCRETE SLAB WITH 6X6 10/10 �? INSULATION ON SHEET A-1 TO ENERGY CONSULTANT ANALYSIS (IF DETAIL #1 ON m o HURRICANE STRAPPING, ' SEE DETAIL #1 RA SHEET REQUIRED BY JURISDICTION) KM OVER 6 MIL POLY VAPOR SHEET A-0.2 N w u uu Y Lo ol A-o.2 BARRIER OVER b" COMPACTED o o Q } SEE DETAIL #3 6RAVEL OVER COMPACTED FILL• g O % SEE DETAIL #3 -�•, �-. �-,� - •, ON SHEET A-1 m O o 4 SE SHEET A-1 ka O "'Q SEE DETAIL #3 ^` J g�' ' ``,..m ., �` �' - -'\: `a�'e' ,�" e--`, m �0 U ,n ON SHEET A-1 O F. I I I I SEE DETAIL #3 I I i I t �''•.�w I .; I I ON SHEET A-1 I . I :. •-. �- COTE: NL - - - - - T'7, .r'1 `. �p ,_, �" / '•, I I O ALL INSULATION NOTED ON SECTION IS SUBJECT S E C T I O sh -TO ENERGY CONSULTANT ANALYSIS (IF �. T I O N SECTION p o �`l A _ REQUIRED BY URISDICTION B SCALE: 1/4 1 -0 SCALE: 1 -0 _ I II D „ _ ,,,, �- o O T- �'h M W ' Q JURISDICTION) _ SCALE: 1/4 — 1 -0 SCALE: 1/4 — 1 -0 HURRICANE STRAPPING SEE TYPICAL ASPHALT ROOF �' '�' � TYPICAL EXTERIOR COLUMN•- SQUARE CUSTOM DETAIL #4 ON - - x " 1 , =F-= I"x8' PVG ('AZEK' OR EQUAL) SQUARE COLUMN OVER A.G.Q SOLID WOOD POST,SEE SHEET A-0.2 � TYPICAL ASPHALT RODF NEW ASPHALT ROOFING TO BE GAF TIMBERLINE LIFETIME HIGH DEFINITION 5HIN6LE6 PLAN. CAPITAL TO BE 10"xl0"x5/4" THICK W/3/4' HALF ROUND. BASE TO BE I" X 8" W/ I 1 OR APPROVED EQUAL. DOLOR TO BE SELECTED (SUBMIT SAMPLE FOR APPROVAL). I / I ROOFING TO BE INSTALLED OVER 50 # BUILDING FELT OVER 5/8" COX PLYWOOD BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF o I TYPICAL METAL ROOFit I SHEATHING OVER ROOF RAFTERS (SEE PLAN). INSTALL ICE E WATER SHIELD FROM THE COLUMN(BOTH SIDES), SEE DETAIL. i I " TYPICAL ASPHALT ROOF N o 00 R-30 OPEN CELL SPRAY e . 5� EAVES EDGE TO A POINT AT LEAST 2-0 INSIDE THE EXTERIOR WALL LINE AND AT r TYPICAL EXTERIOR PILASTER - SQUARE CUSTOM FOAM (SEALED ATTIC - - - - - J 12 ALL VALLEYS,HIPS, 4 A5 INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET 5/4"x8" PVC ('AZEK'OR EQUAL) SQUARE PILASTER(PACK OUT 5/4" FROM SHEATHING). NO VENTING) _ , r-y_ __',_ CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLASHING. � , U 3x � CAPITAL TO BE 10"AO'x5/4' THICK W/5/4" HALF ROUND.BASE TO BE I" X 6" W/ / J TYPICAL EXTERIOR z ��+j ICAL NEW IOR WALL - BOARD d BATTEN TYPICAL METAL ROOF O BEVELED EDGE. HEADER ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF s�. � , ;. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � , 'NARDIEPA,1EL' BOARD t BATTEN VERTICAL SIDING(INSTALLED PILASTER,SEE DETAIL. UNFINISHED INSULATED ATTIC �<, - - s PLYWOOD 5UB FLOOR = so i AS PER MANUFACTURER'S SPECIFICATIONS)OVER#50 BUILDIN6 FELT OVER 1/2" f" - 12 PLYWOOD SHEATHING OVER 2" X b" STUD WALL. FILL WALL CAVITIES WITH INSULATION - - AS SPECIFIED ON SECTIONS AND FINISH WITH 4 MIL POLY VAPOR BARRIER 4 1/2" 12 - U GYPSUM BOARD. 5YP5UM BOARD TO BE SGREY,D,TAPED,5PAGKLED (3 COATS), d - - - - 1 SANDED,READY FOR PAINT. __- -- W ON �I �8 r 0 1 f- u i 12 1 TYPICAL NEW EXTERIOR WALL - BEVEL 5IDING GYPSUM BOARD �I i HARDIE PLANK LAP SIDING -In EXPOSURE(COLOR TS BE SELECTED) OVER#30 i R-30 OPEN CELL SPRAY i WALLS d GEILIN6 BUILDING FELT OVER 1/2 GDX PLYWOOD SHEATHING OVER 2 Xb STUD WALL. FILL FOAM (SEALED ATTIC - = y >, bp WALL CAVITIES WITH INSULATION A5 SPECIFIED ON SECTIONS AND FIN15H WITH 4 MIL NO VENTING > TYPICAL METAL ROOF POLY VAPOR BARRIER 4 1/2" GYPSUM BOARD. GYPSUM BOARD TO BE SCREWED, ) Ca 4 j TAPED,SPACKLED (5 COATS), 4 SANDED,READY FOR PAINT. TYPICAL METAL ROOF UNFINISHED INSULATED ATTIC 1-� UNFINISHED INSULATED ATTIC UPPER LANDING r �'� 1 PLYWDOD 5UB FLOOR WOOD FLOOR T- 1 TYPICAL WOOD FLOOR " PLYWOOD SUB FLOOR NEW WOOD FLOOR TO 13E 2 1/4 RED OAK(SELECT OR BETTER) INSTALLED OVER RED a4 12 ROSEN PAPER OVER 5/4' 'COV PLYWOOD SHEATHIN5.FLOOR TO BE SCRAPED,SANDED,Li j 12 Q O W - i STAINED,SEALED,AND RECEIVE 3 COATS POLY URETHANE.GREATS SAMPLE FOR r "I" 'Ix CU5TOMER APPROVAL PRIOR TO FINI5HIN6 '-� --- - : CIO 7 k- U) C� \' FILL VOID W/ w c •I 'AZEK' 1 E 'AZEK' BEIV / 'AZEK' BEAD 'ROXUL' BOARD n FILL VOID W/ BOARD I� WOOD POST TO BOARD INSULATION I/2 GYPSUM BOARD ROXUL' FOYER Lf Q Q h j WALLS d GEILIN6 i HEADER HURRICANE �-+ 1 1 x �� 1 t x ICI O O AZEK 3 GROWN INSULATION WOOD FLOOR AZEIC 3 GROWN STRAPPING, SEE 'AZEK' 5" GROWN #AZ"I-52 '''' GREAT ROOM #AZZM-52 DETAIL #5 ON SHEET #AZM-52 4 GREAT ROOM WOOD FLOOR I 1 A-0.2 WOOD FLOOR ' U � � R-38 BATT �I U R-38 BATT BASEMENT BASEMENT INSULATION Cl) INSULATION SECTION WWM OVER b MIL POLY VAPOR 4' CONCRETE SLAB WITH bXb 10/10 4 CONCRETE SLAB WITH bXb 10/10 WWM OVER b MIL POLY VAPOR U E " BARRIER OVER b" COMPACTED BARRIER OVER b COMPACTED /'-^"�'°� SCALE: 1/4" = 1'-0" 6RAVEL OVER COMPACTED FILL. �$l' .—�: 62AVEL OVER COMPACTED FILL. 1 .,/ -. CROSS SECTIONS SEE DETAIL #3 � /'°ter' '• �. ,--�^•,,,, O SEE DETAIL #3 s /" ON SHEET A-1 - _ ON SHEET A-1 SECTION 3121 DATE: / 5/ F 9 I I I I SCALE: 1/4" = 1'-0" JOB# 21-157 .,•`"". +✓ =.,v/ `,�✓°.r^'� '„'--,i ,,+../ _ ,��. '°,w._- - .�.._��s:.,,� .' ��m;,���eyw,�,+�./ '�''w....� `Ed/�.,—.� ...✓ ..'^�� a�_,w,.... 1 ../w a,,,,�._��'`°--•�R"`�s�m�/��, _s,,.,✓ "-„.�e..*.�.i ` � /` ✓4'm+.—.ice°,+..,.►/,"�,.—/a'�,J®5.,. v. '°^�,.� `,�./'S... .e. +.."�',•s...-�a•.,...i/ w.a ' -