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HomeMy WebLinkAbout1000-78.-4-18.3 OFFICE LOCATION: �O��o� SOUTyO�O MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) cn �c G Telephone: 631765-1938 Southold, NY 11971 • �O P Q Fax: 631765-3136 'rou LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: April 12, 2018 Re: Local Waterfront Coastal Consistency Review for JOSEPH MITCHELL & HA SHUM C. KWOK SCTM# 1000-78-4-18.3 Thomas Trifaro on behalf of JOSEPH MITCHELL & HA SHUM C. KWOK request an Administrative Permit to add a 35sq.ft. front portico; a 448sq.ft. second-story waterside deck; and 4'x20' (80sq.ft.) second story deck stairs off new deck to ground. Located: 1380 Corey Creek Lane, Southold. SCTM# 1000-78-4-18.3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the actions are CONSISTENT with the Policy Standards and therefore are CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# --A---A&3- _ PROJECT NAME^ ( T The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate*response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval, license,certification: Nature and extent of action: 01 owco� Q - �7 S. - rbo at vtp �- AA0E'NVFb PRo5Ccr Dr- sctzIP To ► oAJ ' RD6aES5'- 1330 COEEY C(ZEE K LN o Sou Til o(-0 FR- ON T POP, 1-1c0 35 sc,� CT 2N b SToKY ReAlz Dock �g � s� pT) Z(v o 5 TO Ky (2-1�vj R fir- CK :5-1 1 i �S (90 sGL C--T - W, 2.e) To Tn'L hmi*-,� ST 14 !125 52- F MAR 292018 - M. Bndrd u•=r,- Location of action: [38 C4 cpa&K Lpwep SOUTKOLD NY /111 ( Site acreage: `- " ®"50 U Present land use: l 0 6qJ T1A 1_ Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 1"Mm I-Ftr-PV-0 (b) Mailing address: N09 bo I Lnt/WOV) N-f- (c) Telephone number: Area Code( �� _ _,' (d) Application number,if any: A- Will the action be d' ctly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned-for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRJP Section III=Policies; Page 2 for evaluation 7criter' . es ❑ No [:] Not Applicable AN Attach additional sheets if necessary Policy 2. Protect and pres rve historic and archaeological resources of the Town of Southold. See LWRP 9ection DX Polici Pages 3 through 6 for evaluation criteria Yes 1:1 No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visualuality and protect scenic resources throughout the Town of Southold. See LWRP Section III—ZAppficable Pages 6 through 7 for evaluation criteria F1 Yes F-1No Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pas 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable NO EA06CIT- Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LWRP Section III —Policies Pages 16 throu 21 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation iteria. Yes No of Applicable Ain Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑ No /Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wa stes. ee LVWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ElYes El No Applicable . A Pit PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of outhold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye Dn No Not Applicable Attach additional sheets if necessary -c WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See Section III–Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town wate . See LWRP Section III–Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III–Policies; Pages 62 through 65 for evallistion criteria. ❑ Yes ❑ No Not Applicable P Al �A- Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III–Policies; P es 65 through 68 for evaluation criteria. ❑ Yes [:1No Not Applicable CL4— JW PREPARED BY Mg 1 I �� TITLE (-CLOT )ATE Il S.C.T.M. NO. DISTRICT- 1000 SECTION: 78 BLOCK: 4 LOT(S): 18.3 COREY CREEK LANE EDGE OF PAVEMENT 81-05 10" E 100.00'EL 6.0 MON., 70.03' EL 6.4 LOT 27 Q LOT 15 C ` LOT 28 WELL EL 74 2' 2ND FLR. WELL CQ OVERHANG 15.0' ;; IST de 2ND FUR. :...40.4':::::::::::::.:::•::. BRIC WOOD DECKS EL'7.6 :.GARAG � jti:`� '':: '® PATIO GF g:_2 STY FRM."!`�,►' ao•,,(.-�!!:••.::.#1380';•;::;' C S FM � ..�-�'- •::•ao.a':'�''. .;..•LR DECK � RIER RESP R— _ U EL 7.9 :.�•. • 2ND WAS 7.0 ` sTK. 15.4' ES SySrE� ND f BRICK SwooTEPS BW a.0 EL 3. M34 ARY gW 4 6 W 00 D STOOP UNDER WETLAND UNE ro o WOOD I \ AS MEASURED o DECK, BY BOARD OF TRUSTEES 18.3' 02/07/18 1 J —EL 3.3 _•.f 1 � .. EL 3.4 _EDG' EDGE OF MARSH ` Cd 20 ZONE AE EL 6 O � CQ ko e 9 O z A O v WOOD > STEPS r MHW- nE UNE ALONG MHW UNE - - MON. N 71 X55 X10„ 101.29' n&y O 0 PIUNGS ` (DREDGED RE ARM OF COREY CRrM FEB 2 7 2018 ' ELEVATIONS BASED ON ELEVATION CERTIFICATE PREPARED BY JOHN EHLERS LAND SURVEYOR 04/14/2016 Lard ui Tra;.'h� � THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FIRM ZONE MAP 36103C0166H LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM OTHERS AREA: 27,622.68 SQ.FT. or 0.63 ACRES ELEVA77ON DATUM. _NAVD88 _______----—_ UNAU7HOR/ZED AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA 77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS71TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 27 A CERTIFIED TO: JOSEPH RYAN MITCHELL;, MAP OF: COREY CREEK ESTATES = FILED: AUGUST 15, 1967 No.4923 - SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design I "#-( ,rf� P.O. Bog 153 Aquebogue, New York 11931 FILE # 18-01 SCALE: 1"=30' DATE: JAN. 5, 2018 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk �Yr `r7- bl-ttvy HOLLOW \ 1013 ul V 17� 1.9 IM• IDS I OA(c) 1014 E SAO) 1015 TOWNOF SOMOLD 0," ne DR SEE SEC.NO On 21 2�2 25 if I.INq CO=F 41 13 14152 1a, 4 ?a, 712L dip /* SEE SEC NO 078 C 164 1 10 52- 1l4 1738 21 C, RD 6a4(c) 3 J10 -3 423 01 451 16 2-67n '-'.',C, 2AVC) 68 61 121 • S-ON.) sl Ota 42 ro sm RID) MATCH— 63 SEE SEC.NO GOT "Awl K E Property Tax Service Agency Y E (21 NOTICE COUNTY OF SUFFOLK SOUTH 07 SECTION NO G E N 078 M A P --W-0 1000 PROPERTY MAP CONTINUOUS RIDGE CONTINUOUS RIDGE VENT (TYPICAL) CONTINUOUS RIDGE VENT (TYPICAL) � (j�1, /7E- 12" VENT (TYPICAL) D t=1 0 / 7D FLYING= FEB 1 5 2018 18" FLYING - -GABLE - _ 12 GABLE -12 12- _ ASPHALT ROOFING _ 5 ARCHITECTURE a -,—OVER 30# FELT ON 1/2" CDX PLYWOOD 8 GABLE TOWN O;F'SOUHOLD CONSULTING NEW VINYL VINCENT LUCARELLI A.I.A. SIDING BUILD CRICKET ASPHALT ROOFING 9 KIRKLAND DRIVE _ (TYPICAL) _ OVER 30# FELT ON GREENLAWN,N.Y. 11740 0 1/2" CDX PLYWOOD 631-567-1307 12" 12' 12 NEW IL= EXISTING DECK FLOOD LIGHT los los �SIIDING �aj LE a NEW 36" � G, HIGH RAILING �� — — Tp Circ �En�cJ1C9 — — AS PER OWNER 126 t2s t26 NEW t2s t2s 126 t27 AS PER OWNER O, IE IlITIFFTVINYL 12 z QQ� N I I II II it II II II I II II II II III I II II it II II II II II II II II II I I SIDING s LIGHT As PER NEW II II CODE: E3903.3 VINYL ��� 631-567-1307 �JTL� IllIJ1111 1.1- ElItILll AILIIA — — — — SIDINGImTm �, - - - - - - - - - - - - - - - - - - - - - '� 1165 BROADWAY AVE. 7 \�� I \ HOLBROOK, N.Y. 11741 T - - - - - - - - - � �� y I TTRIFARO@DTTDESIGNS.COM NEW I I I I 109 VINYL 126 129 126 SIDING REVISION II II 6„X6" A.C.Q. 6"X6" A.C.Q. W 6"X6" A.C. II II NEW WOOD POST WOOD POST VINYL WOOD POS Q SIDING II II iw 8"X36" DEEP I I I Z NEW DOOR z I I I I OZ 16"X8" SMART VENT AS PER OWNER " FLOOD VENT POURED CONCRETE I I I I � I I CO CHEEK WALL H LJ 2 L LJ L J v FRONT ELF,VATION 1/4•• = 1 •-0•• I I I I I I I w LJ I I LJ Q RIG�IT ELEVATION 1/4•• = i •-o•• CONTINUOUS RIDGE VENT (TYPICAL) SITE DATA LOT AREA: 24,050 SQ.FT. Z — — EXISTING FLOOR AREAS: PROPOSED FLOOR AREAS: EXISTING FIRST FLOOR = 965 SQ.FT. PROPOSED FIRST FLOOR = 0 SQ.FT. EXISTING SECOND FLOOR = 1,125 SQ.FT. PROPOSED SECOND FLOOR = 0 SQ.FT. HW N 71°55'j0„ W DATE EXISTING COVERED PORCH = 0 SQ.FT. PROPOSED COVERED PORCH = 35 SQ.FT. _ ASPHALT ROOFING EXISTING SHEDS = 0 SQ.FT. PROPOSED 2ND STORY DECK =441 SQ.FT. MON. --`tel Oj.2 9/18/2017 OVER 30# FELT ON 1/2" CDX PLYWOOD EXISTING TOTAL = 2,090 SQ.FT. PROPOSED TOTAL = 476 SQ.FT. 9 SCALE LIGHT AS PER LIGHT AS PER TOTAL FLOOR AREAS: I MHW AS NOTED CODE: E3903.3 CODE: E3903.3 EXISTING TOTAL + PROPOSED TOTAL = L2,090 SQ.FT. + 441 SQ.FT. = 2,531 SQ.FT. LOT COVERAGE: DRAWN BY PERCENT OF LOT COVERAGE = 1,406 SQ.FT. / 24,050 SQ.FT. = 0.0585 = 05.85% S.D. 0'J FLOOR AREA RATIO FLOOD LIGHT------ FLOOD LIGHT I " CHECKED BY AS PER OWNER TOTALS OF ALL STRUCTURES / SQUARE FOOTAGE OF LOT = (7D AS PER OWNER E IS . 86 2,531 SQ.FT. / 24,050 SQ.FT. = 0.1052 = 10.52% I I o s6 V.L. S ID ,R SID R NEW 36" HIGH EXISTING DECK TOTALS OF ALL STRUCTURES (FIRST FLOOR, SECOND FLOOR, I ' RAILING AS PER OWNER Cj� �tMDiJD DETACHED GARAGES, SHEDS AND COVERED PORCHES) I PROJECT NAME II II II II II II II II II II II II II I I II II II II II II II II II II II II I I II II II II II II II II II II II II I I x W _ i�IL�I �i�Lil �itiu tuil lul kp-k lL� 111�1LILl_ _ _ _ _ _ _ _ _ _ a z _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FINISHED GRADE 1' MIN.-t112' MAX. I , J O CONCRETE COVER ;V^; �� co — 7-�- — — — — 4' MAX. �j IT - - - - - - - - - �� — � CONCRETE CHIMNEY O INLET PIPE Q E IS / IF REQUIRED 20" SOLID WALL PRE-CAST ti f 1 I MIN. DOME OR 8" THICK LIGHT 86 AS PER I I I I FLAT SLAB TOP o S R I I I I LOT AREA = CODE: II II 4,. 27,622.68 SUT. C E3903.3 SOLID TOP RING(S) IF I r� ►�1 PIPE CONNECTION OR T z a ^ (� „DUMMY RINGS" REQ'D. - °o°n I l f...� • NEW I I VI NYL BACK FILL MATERIAL ®®® ® \°�`t I d� I • O 6 X6 A.C.Q. 1� ®® ® ® PRE-CAST REINFORCED d�'a rT1 V SIDING I I I I TO BE CLEAN SAND _ w �T� WOOD POST I I I I AND GRAVEL � ®® ® ® 4" CONCRETE STORM WATER \'1'p��, � � O 1`'.�� Fyl DRAINAGE SECTIONS AS I LCJ , u O _ MFG. BY CLIFF CARLSON \ `� C\2 T ®®® ® ® & SONS OR EQUAL. MIN. \ n2 nJ SEE PLOT ®® ® ® ® ® CONCRETE STRESS 4,000 � 1 TOP OF CONCRETE RETAINING WALL PLAN FOR ®® ® ® ® ® P.S.I. AT 28 DAYS EDGE F MARSH v RING HEIGHTS � EL 3 3_ _ .— -- -- 2'-0" MIN. MEASURED B oc) Im ® ® ® ® ® 28' WETLAND LIN z I SEE PLOT PLAN FOR - BOARD OF TRUSTEE EX�ENSION K TO GROUND PROPOSED 2ND WATER =ll= _ III_1EI M 12 DIAMETER X 36 DEEP III= RING DIAMETER = 28' WETLAND LINE DATED 2/7/1 441 SO.FT) MEASURED BY lc l) OF TRUSTEES 0 M I I I I I I I I POURED CONCRETE FOOTING GROUND WATER III�I DATED 2/7/18 A L J L J L J L J = I \ REAR ELEVATION 1�4•• = 1 •—�•• \ ALL ROOF LEADERS AND �'iiii PROPOSED STORM SEAL EXTERIOR SHOWER o //40pOSED„ WATER DRAIN: TO DRAIN INTO6'-0" MIN. PENETRATION \ STORM WATER DENT 4' DEEP X 8' DIAMETER INTO VIRGIN STRATA OF \DRAINAGE SYSTEM 24 6' t 1111��1` 4" pVG'_`�� (FOR ROOF) SAND & GRAVEL. piPE '�) .�ERE�AR PR POSED STORM �__ ����� �__— — WINDOW SCHEDULE c BUILDING PLAN REVIEW NOTE WATER DRAIN: _— -- ___ __ ,__ S O H N 4 ANDERSEN 400 SERIES �ASTAG 4' DEEP 8' DIAMETER �— __— / C 'BIER (FOR ROOF)�� _ 4^ pVC _ WINDOWS SPECIFICATIONS _!URGES T `�� p F EXISTING 2ND FLOOR / V N0. TYPE R.0. W x H UNIT DIM. W X H UNOBSTR. GLASS W X H MEETS EGRESS HARDWARE REMARKS THE TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE STORM WATER DRAINAGE DETAIL N.T.s. S:EM BGU II CANTILEVER I -_-_ Z i`' to ENCLOSED DOCUMENT FOR MINIMUM ACCEPTABLE PLAN �NDgRpx- 109 ANDERSEN 2432 2'-6 1/8" X 3'-5 1/4" 2'-5 5/8" X 3'-4 7/8" 24 7/16' X 15 15/16" NO - SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED IN _ 111 ANDERSEN 3032 3'-2 1/8" X 3'-5 1/4" 3'-1 5/8" X 3'-4 7/8 32 7/16" X 15 15/16 NO - THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE o II _� EXISGD LISNG I, 126 ANDERSEN 2046 2'-2 1/8" X 4'-9 1/4 2'-1 51/8 X 4'-8 7 8" 20 7/16" X 23 15 16" NO - OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE I —�_: _FRAM W II 'A toot 127 ANDERSEN 2446 2'-6 1 8" X 4'-9 1 4" 2'-5 5 8" X 4'-8 7 8" 24 7 16" X 23 15 16" NO - COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS �� ��_ r 7 � 8296,�I y0� Lo EXDECKG C=_ " F FIB Z / ill n j N E� 129 ANDERSEN 3046 3'-2 1/8" X 4'-9 1/4 3'-1 5/8 X 4'-8 7/8" 32 7/16" X 23 15/16" YES NOTE R310.1.4 GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE ° _ 210 ANDERSEN DHP4242 4'-3 7/8" X 4'-5 1/4"_ 4'-3 5/16" X 4'-4 7/8" 46 3/8" X 45 5/16" - - STATE OF NEW YORK LICENSED DESIGN PROFESSIONAL OF Td 3C _ - RECORD. THAT SEAL AND SIGNATURE HAS BEEN INTERPRETED eMO�G� _ Lo Lo AS AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S PROPOSED I BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS: DRAINAGE CALCULATION 2ND STORY 687 COVERED PORCH L_. . __._.;' .a__ EXISTING OVERHANG (35 SOFT) Z SHEET TITLE WELL EXIS ING - ACCURATE, WELIMPERVIOUS AREA (ROOF) = 1 ,125 SQ.FT. ELEVATIONS - CONFORMS WITH GOVERNING CODES APPLICABLE AT THE ALL ROOF LEADERS ® PROPOSED FIRST TIME OF SUBMISSION, TO DRAIN INTO FLOOR ADDITION CONFORMS WITH REASONABLE STANDARDS OF PRACTICE 1 ,125 SQ.FT. X 0.25 (3" RAINFALL) = 281 .25 CU.FT. `' DRAINAGE ATS STEM D 0 0 R SCHEDULE — _ ® PROPOSED SECOND AND WITH VIEW TO THE SAFEGUARDING OF LIFE, HEAL1iH, ( ) � � FLOOR ADDITION & SITE DATA PROPERTY AND PUBLIC WELFARE, 1 4 X 8 DIAMETER RING 168.9 CU.FT. DOORS SPECIFICATIONS � , PROPOSED DECK/ IS THE RESPONSIBILITY OF THE LICENSEE. 2 PROPOSED 4' X 8' DIAMETER RINGS = 337.8 CU.FT. EL 6.4 COVERED PORCH N0. TYPE R.0. W x H UNIT DIM. W X H U.L. RATING HARDWARE GLAZING REMARKS ( ) � 2668 EXTERIOR 30" X 80" - - - JOB NUMBER 3068 EXTERIOR 36" X 80" - - - NOTE: ALL STRUCTURAL DRAWINGS ARE 281 .25 CU.FT. REQUIRED < 337.8 CUTT. PROVIDED MON. FRSC FIRE RESISTANT SELF-CLOSING - - - PREPARED IN ACCORDANCE WITH THE S 81005'10" E 100.0' W 2017-57 2015 INTERNATIONAL RESIDENTIAL CODE �. WITH THE NEW YORK STATE 2016 COREY CREEK LANE � �.. UNIFORM CODE SUPPLEMENT & 2016 5' S d� SHEET NUMBER SUPPLEMENT TO THE NEW YORK STATE PL � ��riN 1 = 20 —O'v z � ENERGY CONSERVATION CONSTRUCTION �� 1 OF 6 CODE & THE 2015 WFCM. 40'-2" A-A 4" 3 ,QF 5 NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND ARCHITECTURE 17'-8" 1 1 -2" 6'-0 7 -0 4'-0 9<1- 2'-0' 3 LEGEND-4 PROFESSIONAL JUDGMENT, THESE PLANS AND/OR & 6"X6" A.C.Q. (2)-2,.X8.. SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2016 CONSULTING POST (TYPICAL) - - - - - _ - - - - - T- _ — SUPPLEMENT TO THE NEW YORK STATE ENERGY SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. VINCENT LUCARELLI A.I.A. / (3)-2"X1 " HEA ER 1 LINE OF / p`� ' o CONSERVATION CONSTRUCTION CODE (E103.2.1). - DOTTED LINE WALL DENOTE EXISTING WALLS To BE 9 KIRKLAND DRIVE DECK ABOVE / ,, Y c ' 1 1 I - - - /��� w 00 o I 1 I " I REMOVED. ADEQUATE TEMPORARY BRACING SHALL GREENLAWN,N.Y. 11740 / o ; BE PROVIDED AT ALL TIMES � I ► _ I HEADER SCHEDULE 631-567-1307 APPROXIMATEN1 L (2��x8 SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS LOCATION OF I Q @ (2)-2"ter ALL WOOD FRAMING INCLUDING JOISTS, TO BE 2'X4 WOOD STUDS AT 16 O.C. WITH 1/2 GYPSUM EXISTING DOCK - cn BEAMS, POSTS, STUDS, ETC. TO BE BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL LINE OF 12"RETAINING DECK OVE I °x°rq 6"X6" A.C.Q. 00 DOUG. FIR OR BETTER. AS REQUIRED. EXTERIOR WALLS TO BE 2"X4" WOOD STUDS WALL POST (TYPICAL) AT 16 O.C. WITH R-15 BATT INSULATION OR MATCH EXIST. G• ADJACENT WALL AS REQUIRED. O�� _ DER _ _ " _ _ _ - - - - _ - - " NOMINAL LUMBER SIZE: SPANS: , �— --- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE Q� (2) 2X6 UP TO 3'-11" --- PROVIDED WITH DOUBLE FLOOR JOISTS AS SOLID IL it 1 Y _ NEW 12" Y NEW 36" BEARING BENEATH. Li p RETAINING WALL o AS OWNER 2x4 DECORATIVE DRAIL (2) 2X8 4'-0" TO 5'-11" �0� 631-567-1307 1 SMALL ;� (2)_ ..X8.. �� ® SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED o � I C° CRUSHED c `D (2) 2X10 6-0 TO 7-11 AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND Qj� 1165 BROADWAY AVE. cv f STONE cv 2x2 SPINDLE MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE 1 nl Q © o Q @ o (2) 2X12 8'-0" TO 10'-0" 2015 INTERNATIONAL RESIDENTIAL CODE. HOLBROOK, N.Y. 11741 1 o x o UP00 4"x4" POST POSTS SHALL BE 4X4 (NOMINAL) CM CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: TTRIFARO@DTTDESIGNS.COM x 0 2X8" LEDGER BOARD N ?< - 2"X8 LEDGER BOARD X N - WITH LAG BOLTS DN NI--fl—WITH LAG BOLTS * NOTE: ALL SIZES CALLED OUT ON ANY OF O INSTALL A MINIMUM OF ONE CARBON MONOXIDE -(STAGGEREDL@ 20" O.C. - - DN-: - — DN — (STAGGERED) @ 20" O.C. SIMPSON H-8 HURRICANE THE FOLLOWING DRAWINGS WILL SUPERCEDE DETECTOR IN THE VICINITY OF SLEEPING AREAS REVISION _ - - _ - LOCATION OF LINE OF I (2)_ ..X8.. AT THE LOWEST LEVEL WITH SLEEPING AREAS. CANTILEVER �� TIE @ 1 6 0.C. JOISTS THIS SCHEDULE. N EXTERIOR SHOWER TO HEADER ABOVE 5860 S.D. W —o"® REI (2)-2"X10" GIRDER i i . Q NAILING SCHEDULE ® ���� o W D 5/8"0 THROUGH—BOLTED FROM WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION, FILL—IN 1 4 fl I 6'-2" 9'-0" 1 13'-8" I 4 —0 2"X8" DECK JOISTS WITH 140 MPH HIGH WIND DESIGN SUPPLEMENTS (APPLIES TO 130 MPH AS WELL) EXISTING ® "' DN �' UTILITYSIMPSON CBSQ66i— @ 16" O.C. JOINT DESCRIPTIONDOOR ]REFERENCE NUMBER OF NUMBER OF NAIL � ID COMOPO ER REAR LAUNDRY SDS2 GALVANIZED TABLE COMMON NAILS BOX NAILS SPACING Z N 5/8 ' TYPE ROOF FRAMING O STORA 10'-6" FOYER "X" GYPSUM POST BASE �:: RAFTER TO TOP PLATE TABLE 3.4A 3-8d 3-10d PER RAFTER ~ BELOW .I PLATFORM BOARD ON CEILING JOIST TO TOP TABLE 3.4A 3-8d 3-10d PER JOIST D. ® VENT DRYER WALLS & 12"0 X 36" DEEP ° 7 MINIMUM PLATE (TOE NAILED) CEILINGS. EMBEDMENT 1 TO EXTERIOR POURED CONCRETE Z CEILING JOIST TO TABLE 3-9A 11-16d 11-40d EACH LAP W 2)-2668 P.D. 3'-0" — W AS PER M1502.2 PARALLEL RAFTER (FACE—NAILED) 4"X6'> PIER (TYPICAL) � D WALL TO WOOD 4"X6" a CEILING JOIST OVER PARTITIONS TABLE 3-9A 11-16d 11-40d EACH LAP N UP HALLWAY BE REMOVED POST WOOD - a r> (Y-2"WIDE) ® 4'-0" - -{ GARAGE POST COLLAR TIE TO TABLE 3-6A 3-8d 3-10d PER TIE ° RAFTERS oI — — © — — — — — 3 —1 3j4"X11 7 8" MICRO—LAM® HEADER °: � BLOCKING TO RAFTER 2-8d 2-10d EACH END O N NE STAIR �0�� I FIRE RETARD COMMON WALLS N TOE NAILED Z & IL1NG cad CLO. CLO.`��6' 0 1 AND CEILINGS BETWEEN HOUSE RIM BOARD TO RAFTER 2-16d 3-16d EACH END N 1 AND GARAGE WITH 5/8" TYPE "X" �, DECK DETAIL N.T.S_ WALL FRAMING DATE GYPSUM BOARD AS PER NYS c� TOP PLATE TO TOP PLATE 2-16d (1) 2-16d (1) PER FOOT I I ( BUILDING CODE. INSULATE COMMON 1 ( WALLS WITH R-15 AND COMMON 9/18/2017 _ _ CEILING WITH R-22 FIBER (FACE NAILED) 2 LIN. F I GLASS INSULATION TOP PLATES AT INTERSECTIONS 4-16d 5-16d JOINTS — EACH SIDE SCALE Lo GUEST �6d' 1 I � OYER I CONTRACTOR TO VERIFY (FACE NAILED) FILL—IN I L- —I — I 1 STUD TO STUD FACE NAILED 2-16d 2-16d 24"O.C. AS NOTED — — AND MATCH EXISTING HEADER To HEADER FACE NAILED 16d 16d 16" O.0 ALONG EDGES EXISTING SUITE o —I1 I FLOOR HEIGHT. SHEATHING ( ) WINDOWS TOP OR BOTTOM PLATE TABLE 3.5A 1-16d 1-16d PER STUD DRAWN BY ABLE M1507.4 ® 1 I SIDING TO STUD ( END NAILED) EXHAUST FAN BATH VENT TO EXTERIOR FLASHING FOR WATER TIGHTNESS BOTTOM PLATE TO FLOOR JOIST 2-16d (1,2) 2-16d (1,2) PER FOOT S.D. 12'-6' 8'-8" BANDJOIST ENDJOIST OR BLOKING 1 1 4'-0" I 13'-8" DECKING (FACE NAILED) CHECKED BY 4"X4" WOOD POST FLOOR FRAMING EF I �p�� NEW 9080 JOIST TO SILL, TOP PLATE 4-8d 4-10d EACH END V.L. — — 2» APPROVED JOIST HANGERS OR GIRDER (TOE NAILED) 12s 129 12s 109 o COVERED o (2)-1 3/4"X14" I RO-LAM R HDR. MINIMUM 2X LEDGER WITH FASTENERS BRIDGING TO JOIST 2-8d 2-10d EACH JOIST PROJECT NAME 1 Q C) 1 IN ACCORDANCE WITH TABLE R507.2 (TOE NAILED) w PORCH L - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - J o BLOCKING TO JOIST 2-8d 2-10d EACH END [� of �I; _ T A—A I FLOOR HOLD—DOWN DEVICE MIN. 750 LB. CAPACITY (TOE NAILED) LINE OF ao ?� o co JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED ►►"�' `n CANTILEVER ABOVE _ A i�l� x I OF 5 BLOCKING TO SILL OR 3-16d 4-16d EACH BLOCK l B N 2"X6" R.R. N ALONG DECK AND ONE WITHIN 24" OF EACH TOP PLATE (TOE NAILED) @ 16" O.C. I END of THE LEDGER. HOLD-DOWN DEVICES LEDGER STRIP TO 3-16d 4-16d EACH JOIST — _ SHALL FULLY ENGAGE DECK JOIST PER BEAM(FACE NAILED) C) HOLD-DOWN MANUFACTURER. JOIST ON LEDGER TO BEAM 3-8d 3-10d EACH END ^ [--I A FULLY THREADED $ ( " DIAMETER LAG (FACE NAILED) I� D NDJOIST TO JOIST 3—16d 4—16d EACH END 7'-6" 10'-0" 6'-4" 9'-8" 6'-8" SCREW PREDRILLED W/MIN. 3" PENETRATION (END-NAILED) C4 TO CENTER OF TOP PLATE0 , STUDS, OR HEADER. 2-16d(1) 3-16d PER FOOT O 40'-2" TROP DPLL TE (TOEOTOEI NAIILED) r 1 e� a �T LL OR USE JOIST HANGERS LEDER DETAIL v �..� FIRST FL®®R PLA1�1 ON ALL CONNECTIONS 1/4 1 '—O" �I NOTE: THIS DETAIL IS; APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OFNAIL TABLE COMMON NAILS BOX NAILS SPACING 0 (EXISTING =-- 965 SQ.FT) (COVERED PORCH = 35 SQ.FT) ROOF SHEATHING [T, STRUCTURAL PANELS TABLE 3.10 8d 10d 6" EDGE ^ O w RAFTERS OR TRUSSES SPACED UP 6" FIELD O TO 16" O.C. l V 1 R302.9.2 SMOKE-DEVELOPED INDEX. WALL AND CEILING R303.7 INTERIOR STAIRWAY ILLUMINATION. R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART R312.1.3 GUARD OPENING LIMITATIONS. RAFTERS OR TRUSSES SPACED UP gd 10d 4" EDGE v TO 24" Q.G. 4" FIELD F--� FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN OF A BUILDING WALL ENCLOSING HOT TUBS, REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, GABLE END WALL RAKE OR RAKE 6" EDGE 8d 10d NOT GREATER THAN 450. ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS OR RAISED FLOOR AREAS, BALCONIES AND PORCHES TRUSS WITHOUT GABLE OVERHANG 6" FIELD 00 LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL M TRUSS WITH STRUCTURAL GABLE END WALL RAKE OR RAKE R302.10.1 INSULATION. INSULATION MATERIALS, CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO GLAZING IS LESS THAN 60 INCHES MEASURED CLOSURES THAT DO NOT ALLOW PASSAGE OFA 8d 10d 6" EDGE INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND LEVELS NOT LESS THAN 1 FOOT CANDLES (11 LUX) AS VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. SPHERE 4 3/8 INCHES OR MORE IN DIAMETER. OUTLOOKERS 6" FIELD MEASURED AT THE CENTER OF TREADS AND LANDINGS. GABLE END WALL RAKE OR RAKE 8d 10d 4" EDGE SEAL VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN THERE SHALL BE A WALL SWITCH AT EACH FLOOR TRUSS WITH LOOKOUT BLOCKS 4" FIELD FLOOR-CEILING ASSEMBLIES, ROOF-CEILING R310.2.3 WINDOW WELLS. THE HORIZONTAL AREA OF R312.1.3 THE TRIANGULAR OPENINGS FORMED BY THE ASSEMBLIES, WALL ASSEMBLIES, CRAWLSPACES AND LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE THE WINDOW WELL SHALL BE A MINIMUM OF 9 SQUARE STAIRWAY HAS 6 OR MORE RISERS. RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE CEILING SHEATHING �FtED qR ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO FEET, WITH A MINIMUM HORIZONTAL PROJECTION AND OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW PASSAGE GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD \�� oHN EXCEPTIONS: � C � EXCEED 25 WITH AN ACCOMPANYING SMOKE- WIDTH OF AT LEAST 36 INCHES. THE AREA OF THE OF A SPHERE 6 INCHES IN DIAMETER. WALL SHEATHING 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, m DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE STRUCTURAL PANELS STUDS SPACED TABLE 3.11 8d 1 Od 6" EDGES [r CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS UPTO 24" O.C. 12" INTERMEDIATE IN ACCORDANCE WITH ASTM E 84 OR UL 723. AND RESCUE OPENING TO BE FULLY OPENED. SUPPORTS (FIELD) PROVIDED. R507.1 EXTERIOR DECKS. 1/2" OR 25/32" FIBERBOARD PANELS 8d 10d 3" EDGE 6" FIELD A � \ R302.11 FIREBLOCKING. IN COMBUSTIBLE R310.2.3.1 LADDER AND STEPS. WINDOW WELLS WITH WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR 82 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE 10" FIELD 96 Q' O R303.8 EXTERIOR STAIRWAY ILLUMINATION. A VERTICAL DEPTH GREATER THAN 44 INCHES SHALL WALL, DECKS SHALL BE POSITIVELY ANCHORED TO THE � CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN PRIMARY STRUCTURE AND DESIGNED FOR BOTH OF NE`N CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED HAVE A PERMANENTLY AFFIXED LADDER OR STEPS ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP USABLE WITH THE WINDOW IN THE FULLY OPEN VERTICAL AND LATERAL LOADS. FLOOR SHEATHING DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS POSITION. LADDERS OR STEPS REQUIRED BY THIS SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY STRUCTURAL PANELS SHEET TITLE BARRIER BETWEEN STORIES, AND BETWEEN A TOP PROVIDING ACCESS TO A BASEMENT FROM THE THE USE OF TOENAILS OR NAILS SUBJECT TO 1" OR LESS 8d 10d 6'EDGE / 12 FIELD STORY AND THE ROOF SPACE. SECTION SHALL NOT BE REQUIRED TO COMPLY WITH GREATER THAN 1" 10d 16d 6"EDGE 6' FIELD PLANS OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN SECTIONS R311.7 AND R311.8. LADDERS OR RUNGS WITHDRAWAL. WHERE POSITIVE CONNECTION TO THE ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12 INCHES, PRIMARY BUILDING CANNOT BE VERIFIED DURING R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL LANDING OF THE STAIRWAY. SHALL PROJECT AT LEAST 3 INCHES FROM THE WALL INSPECTION, DECKS SHALL BE SELF-SUPPORTING. FOR NOTES: & NOTES HAVE AN AGGREGATE GLAZING AREA OF AT LEAST AND SHALL BE SPACED NOT MORE THAN 18 INCHES DECKS WITH CANTILEVERED FRAMING MEMBERS 1. NAILING REQUIREMENTS ARE BASED UPON WALL SHEATHING NAILED 6" O.C. AT THE PANEL EDGE. IF WALL 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. CONNECTIONS TO EXTERIOR WALLS OR OTHER SHEATHING IS NAILED 3" O.C. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING ON CENTER VERTICALLY FOR THE FULL HEIGHT OF REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR JOB NUMBER NATURAL VENTILATION SHALL BE THROUGH WINDOWS, R311.7.2 HEADROOM. THE MINIMUM HEADROOM IN THE WINDOW WELL. FRAMING MEMBERS SHALL BE DESIGNED AND PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED STAIRWAYS SHALL NOT BE LESS THAN 6 FEET 8 INCHES CONSTRUCTED TO RESIST UPLIFT RESULTING FROM ^O 17-57 MEASURED VERTICALLY FROM THE SLOPED PLANE THE FULL LIVE LOAD SPECIFIED IN TABLE R-301.5 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS L OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. SHALL BE PROVIDED WITH READY ACCESS OR SHALL ADJOINING THE TREAD NOSING OR FROM THE FLOOR R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED ACTING ON THE CANTILEVERED PORTION OF THE DECK. 3. OTHERWISE BE READILY CONTROLLABLE BY THE SURFACE OF THE LANDING OR PLATFORM ON THAT ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN AND CINTERNATIONAL I BTUILIDING CODE.T 11 CAGE ROOFING NAILS 16 GAGE STAPLES ARE PERMITTED, ACCORDING TO NYS SHEET NUMBER BUILDING OCCUPANTS. THE OPENABLE AREA TO THE PORTION OF THE STAIRWAY. OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. OUTDOORS SHALL BE AT LEAST 4 PERCENT OF THE 4. ALSO SEE BRACED WALL/SHEAR WALL DETAILS AS INDICATED ON THE PLANS, WHERE REQUIRED. O FLOOR AREA BEING VENTILATED. 61 '-8" 17'-6" 24'-2" 4'-0" 16'-0" R405.2.2 VAPOR RETARDER. R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS 17'-6" 24'-2" 11 4'-0" 1 O'-O" 1,2'-0" 4'-0" A 6-MIL-THICK (0.15 MM) POLYETHYLENE VAPOR BEEN A HISTORY OF ICE FORMING ALONG THE EAVES RETARDER SHALL BE APPLIED OVER THE POROUS CAUSING A BACK-UP OF WATER AS DESIGNATED IN A—A LAYER WITH THE BASEMENT FLOOR CONSTRUCTED TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED s of 5 FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, ARCHITECTURE OVER THE POLYETHYLENE. & MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE CONSULTING TYPE-SHINGLES, WOOD SHINGLES AND WOOD SHAKES. R406.1 CONCRETE AND MASONRY FOUNDATION THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN VINCENT LUCARELLI A.I.A. 0I DN DAMPPROOFING. EXCEPT WHERE REQUIRED BY R406.2 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER, 9 KIRKLAND DRIVE TO BE WATERPROOFED, FOUNDATION WALLS THAT OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN GREENLAWN,N.Y. 11740 RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND SHEET SHALL BE USED IN PLACE OF NORMAL UNDER- 631-567-1307 FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM LAYMENT AND EXTEND FROM THE LOWEST EDGES OF THE TOP OF THE FOOTING TO THE FINISHED GRADE. ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 16'-0" NEW 36" MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH INCHES, INSIDE THE EXTERIOR WALL LINE OF 0 4' 0" � HIGH RAILING PROPOSED DECK PORTLAND CEMENT PARGING APPLIED TO THE THE BUILDING. G AS PER OWNER 0 0 EXTERIOR OF THE WALL. THE PARGING SHALL BE �� ko � DAMPPROOFED WITH A BITUMINOUS COATING, 3 R1003.9 TERMINATION. CHIMNEYS SHALL EXTEND AT EXISTING DECK POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED LEAST 2 FEET HIGHER THAN ANY PORTION OF A .Tt, (�c 9tMGVED LINE OF EXISTING DECK CEMENT, 1/8-INCH COAT OF SURFACE-BONDING BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS //"-TO BE REMOVED MORTAR COMPLYING WITH ASTM C 887 OR ANY THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE �0� 631-567-1307 o r -_===___ - - - - -- - - -_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MATERIAL PERMITTED FOR WATERPROOFING INR406.2. CHIMNEY PASSES THROUGH THE ROOF. - - - - - - _ = _ - _ - - - - - = I 1165 BROADWAY AVE. 7'-0" 9'-0" 00 9'-0" 9'-2" 6 -o" CONCRETE WALLS SHALL BE DAMP-PROOFED BY 00 III - APPLYING ANY ONE OF THE ABOVE LISTED DAMP- HOLBROOK, N.Y. 11741 IIIPROOFING MATERIALS OR ANY ONE OF THE WATER- N1103.6 (R403.6) MECHANICAL VENTILATION III - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROOFING MATERIALS LISTED IN R406.2 TO THE (MANDATORY). THE BUILDING SHALL BE PROVIDED WITH TTRIFARO@DTTDESIGNS.COM F- VENTILATION THAT MEETS THE REQUIREMENTS OF REVISION III 5868 S.D. 586 S.D. EXTERIOR OF THE WALL. SECTION M1507 OF THIS CODE OR THE INTERNATIONAL ( )-1 3/4"X1 1 7/8" EXISTING HEADER MECHANICAL CODE, AS APPLICABLE. III I ICRO—LAM® HEADER III 5'-0" 3'-6" 2 -.0 - R408.1 VENTILATION. THE UNDER-FLOOR SPACE W cO BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE III EXISTING DECK I coI N1104.1 LIGHTING EQUIPMENT(MANDATORY). NOT LESS Q EARTH UNDER ANY BUILDING (EXCEPT SPACE THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY OCCUPIED BY BASEMENT SHALL HAVE VENTILATION FILL—IN �'.: .:r =. -:/=: a ) INSTALLED LIGHTING FIXTURES SHALL BE HIGH- OPENINGS THROUGH FOUNDATION WALLS OR EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF III DOOR WALL I 1 0 ° i EXTERIOR WALLS. THE MINIMUM NET AREA OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES LIVING ROOM I SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. Z III I NEW sTA1R �' .'..I J . . I I VENTILATION OPENINGS SHALL BE LEAST 1 SQUARE �' &RAILING CA G �.:.' .i': ... FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR 0 11 I I �„ X09 SPACE AREA. ONE SUCH VENTILATING OPENING SHALL a DN DW;. BE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING. N1008.1.2 (R502.1.2) EXISTING PLUS ADDITION III WF_ EXISTING GAS KITCHEN I COMPLIANCE (SIMULATED III I I( FIREPLACE C° --'- C PERFORMANCE U CATHEDRAL CEILING I ALTERNATIVE). WHERE NONCONDITIONED SPACE IS I1J zio I ' WALL TO R408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALL CHANGED TO CONDITIONED SPACE, THE ADDITION BE REMOVED L ===_ = 17'-8" 40'-2" A-A 4,-0„ 4" „ 4" 3 of 5 4" VENT 17'-8" 1 1 -2 6 -0 7 -0 4'-0" 9'-0" 2'-0" 3'-4" III ROOF 6"X6" A.C.Q. POST ON / SIMPSON CBS 66-SDS2 / GALVANIZED ROST BASE / ON 1211 4X36" DEE POURED / I I I I ;� 3" ARCHITECTURE CONCRETE PIER (TYPICAL) / I I ® ® — CONSULTING l— ® — — VINCENT LUCARELLI A.I.A. c0 1 I 1/2" 12" ,1 1/2" 111/2- (2" ,1 1/2" , 1/2- 9 KIRK-LAND DRIVE 12"RETAINING I I I I I GREENLAWN,N.Y. 11740 WALL - I KITCHEN 631-567-1307 - - NI RAILING NOTESDISH SINK SHOWER SHOWER WASHER SECOND - - - - R311 .7.8 HANDRAILS SHALL BE LINE VE 6"X6" A.C.Q. I Qo PROVIDED ON AT LEAST ONE SIDE C3" 2" 1 1/2" 3" 2 2„ , 1/2` FLOOR DECK ABOVE POST (TYPICAL)1 -1I - - - - j co co �', OF EACH CONTINUOUS RUN OF C.G. G.G. D r - - - ® - - ® TREADS OR FLIGHT WITH FOUR 4.. 4� 4 0 �O, N I I I OR MORE RISERS. 8"X36" DEEP 9 -0 POURED CONCRETE TRENCH FOOTING :.,: ° .5 ' I I R312. 1 .3 GUARD OPENING LIMITATIONS. T — _ - -�- �pp�` 631-567-1307 L I -I- ® REQUIRED GUARDS ON OPEN SIDES OF -� 1165 BROADWAY AVE. VENT AS 7'-8" 2"X8"A LEDGER BOARD WITH I I STAIRWAYS RAISED FLOOR AREAS, 1 1/ " 1 1/2" 2" , 1/2" 1 1/2' PER R408.1 �` UNEXCAVATED LAG BOLTS (STAGGERED) I - - - - I I HOLBROOK, N.Y. 11741 20 O.C. I N BALCONIES AND PORCHES SHALL HAVE _ - - - - I INTERMEDIATE RAILS OR ORNAMENTAL I I WASHER TTRIFARO@DTTDESIGNS.COM SMART VENT 4 3'-4" CLOSURES THAT DO NOT ALLOW REVISION 1540-510-SS ? U SHOWER SHOWER PASSAGE OF A SPHERE 4 INCHES n n FIRST FLOOR DUAL FUNCTION `` 3'-8„ OR MORE IN DIAMETER. 2" 2" 3" 1 1/2" 2" 16 'X8 ' SECURE NEW WALL TO W x EXISTING WITH #4 BARS � ` I- C.G. Q o : @ 12" O.C. DRILL 6" R312. 1 .3: THE TRIANGULAR OPENINGS 4" o o co MINIMUM EMBEDMENT = - - - - - - - - - - - - FORMED BY THE RISER TREAD AND STORMTWATER PROPOSED 4 `- AND GROUT SOLID �j - - - - - - - - - - - - - - - © . BOTTOM RAIL OF A GUARD AT THE OPEN C.O.00 3" FAI x co 2"X4" KNEE WALL SIDE OF A STAIRWAY ARE PERMITTED TO TO APPROVED 0 EXISTING BE OF SUCH A SIZE THAT A SPHERE 6 C.O. SANITARY SYSTEM p CRAWL SPACE INCHES CANNOT PASS THROUGH. HOUSE TRAP (R-22) BATT INSULATION UNEXCAVATED PLUMBING DIAGRAM o r- F - -1 F - 4" POURED CONCRETE o U) SLAB ON GRADE REINFORCED W EXISTING GIRDEtXISTING GIRDE� - XISTING GIRD - �XISTIN GIRDER WITH 6X6 #10/10 W.W.M. N p ON 4" WELL TAMPED 6'-2" 1 6'-2" 6'-2" 6'--2" POROUS FILL SHEATHING RIDGE VENT TYP. OR RAFTER STRAPS— SIMPSON 24'-8" 13'-6" SIDING AS PER OWNER LSTA-24 PER R.R. U � p FLASHING FOR WATER TIGHTNESS RIDGE ROOF SHINGLES AS PER OWNER z ( OVER 30 # FELT PAPER OVER Z REFER p co DECKING TO PLANS) 1/2" CDX PLYWOOD SHEATHING (dj ROOF RAFTERS (REFER TO PLANS) v PROVIDE SIMPSON DATE 00 LSSU210 CONNECTORS x m 2„ APPROVED JOIST HANGERS TO FACE IS 10-1061-1/2" NAILS 9/18/2017 0� cn SECURE NEW WALL TO 2X LEDGER WITH FASTENERS TO JOIST IS 7-1061-1/2" NAILS MINIMUM SMART VENT EXISTING WITH #4 BARS IN ACCORDANCE WITH TABLE R507.2 DAF/SP=2295 SPF/HF=1930 SCALE 1540-510-SS @ 12 ' O.C. DRILL 6" PROVIDE 1" MINIMUM DUAL FUNCTI MINIMUM EMBEDMENT FLOOR HOLD-DOWN DEVICE MIN. 750 LB. CAPACITY �o� /2" X1/2" CLEARANCE BETWEEN AS NOTED 16"X8" Azv ND GROUT SOLID F INSULATION AND ROOF JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED PSR ALONG DECK AND ONE WITHIN 24" OF EACH ATTIC SPACE SHEATHING AS PER DRAWN BY �—CUT BACK PLYWOOD 1/2" CODE: R806.3 END OF THE LEDGER. HOLD-DOWN DEVICES MIN. TO ALLOW FOR AIR S.D. SHALL FULLY ENGAGE DECK JOIST PER FLOW VENT AS HOLD-DOWN MANUFACTURER. PER R408.1 CHECKED BYNOTE: ROOF VENT SHALL BE "RIDGE FILTER NOTE: RIDGE STRAP NOT REO'D WHEN A-A A FULLY THREADED 8" DIAMETER LAG SHINGLE VENT" AS MANUFACTURED BY 2"X6" COLLAR TIE IS LOCATED WITHIN USE JOIST HANGERS 8"X36" DEEP .n 3 OF 5 �n SCREW PREDRILLED W MIN. 3" PENETRATION 'AIR VENT INC.' (A CERTAINTEED R V.L. / CO.)) - THE UPPER 1 3 OF THE ATTIC SPACE ON ALL CONNECTIONS POURED CONCRETE APPROVED EQUAL. INSTALL IN ACCORDANCE / CHEEK WALL TO CENTER OF TOP PLATE, STUDS, OR HEADER. WITH MANUFACTURES SPECIFICATIONS. AND ATTACHED TO THE R.R. AT 16" O.C. PROJECT NAME COLOR TO MATCH NEW ROOF SHINGLES. (REFER TO TABLE 3.4) AS PER THE LEDGER DETAIL N."T.s. 2015 WFCM 5'-4" 20'-6" 6'-8" 13'-0" NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. RIDGE VEI�TT / Zi 40'-2" STRAPPING DETAIL rr.-r.s. ►-� ®ZJNDATI®N PLAN 1/4•• = 1•-0•• QW CONTINUOUS RIDGE 2"X8" COLLAR TIE Z VENT (TYPICAL) AT EVERY RAFTER O CONTINUOUS RIDGE RAFTERS AS VENT (TYPICAL) PER PLANS O RIDGE BEAM (UPPER 1/3rd OF ATTIC) � Z, a AS PER PLAN ASPHALT ROOFING OVER 30# FELT ON F--� 1/2" CDX PLYWOOD SNOW & ICEU SHIELD ALL EAVES 1/2" G.W.B. & VALLEYS 24MIN. WALLS 8c ASPHALT ROOFING " Q _ CEILINGS \ OVER 30# FELT ON 2"X6" FASCIAV 1/2" CDX PLYWOOD - BOARD 8 1/4" (R-30 C) ' BATT INSULATION 1/2" G.W.B. SOFFIT VENT WALLS & ~ (TYPICAL) o CEILINGS M 4' 3 1/2" (R15) e-� BATT INSULATION ------.-,,, NSULATION `V PROPOSED NEW 36" BEDROOM #4 KITCHEN CD HIGH RAILING SEAL NEW 36" VINYL SIDING OVER CATHEDRAL CEILINGI DECK AS PER OWNER HIGH RAILING TYVEC HOUSE WRAP ^00 AS PER OWNER I ON 1/2" CDX PLY. RED q ON 2"X4" STUDS 3/4" T&G 4"X4" A.C.Q. POST �5pHIV RC @ 16" O.C. (R-22) BTTINSUION PLYWOOD �� �a� �6� SUBFLOOR IftLiuQ� U co FILL-IN ? EXISTING WINDOWS 2'_0" 5/8" TYPE "X" 2 -0 2"X8" A.C.Q. N = EXISTING G. .B. ON WALLS DECK JOISTS (3)-2"X10" HEADER A & EILINGS :(3)-1 3/4"X11 7/8" EXISTING @ 16" O.C. 7 8296 O� NEW MICRO-LAM® HEADER SEE NE`N VINYL SIDING _i o "LEDGER DETAIL" 6"X6" A.C.Q. POST 6"X6" A.C.Q. VINYL SIDING OVER (SHEET 2 OF 6) WOOD POST I I FILL-IN TYVEC HOUSE WRAP o UTILITY o SHEET TITLE EXISTING ON 1/2" CDX PLY. r-- LINE OF � FOUNDATION DOOR - ON 2"X4" STUDS GARAGE FIRST FLOOR 6"X6" A.C.Q. @ 116" O.C. + - - - - - - - + EXISTING GRADE WOOD POST (2)-2"X6" A.C.Q. TO REMAIN & SECTION PLATES W/ 5/8" DIA. _ _ _� UNDISTURBED - - - - ANCHOR BOLTS @ - - _ 36" O.C. _ _ _ _� JOB NUMBER - - - - 7 IMINIMUM SIMPSON CBSQ66-SDS2 EMBEDMENT EXISTING 4" POURED CONCRETE SLAB GALVANIZED POST 2017-57 z 8" (POURED CONCRETE ON GRADE REINFORCED WITH 6X6 BASE FOUNDATION WALL #10/10 W.W.M. ON 4" WELL 12" DIAMETER X 36" DEEP ( I _ z_ „ � � TAMPED POROUS FILL � POURED CONCRETE FOOTING r1 8'X 16" POURED 12 4 X 36 DEEP L- — — — — — — _ —J (2)-#5 BARS SHEET NUMBER LEFT ELEVATION 1/4 1 -o CONCRETE FOOTING 12 PO RETAINING F FOOTING C(TYPICAL) •• - • •• USE JOIST HANGERS !•, �� CONTINUOUS `,'�•r. M i t SECTION A - A ON ALL CONNECTIONS 4 OF 6 WALL TO FOUNDATION FLOOR TO FLOOR TYPICAL FRAMING DETAILS TYPICAL WALL FRAMING DETAILS CONNECTIONS CONNECTION ARCM&CTURE CONSULTING VINCENT LUCARELLI A.I.A. Z—MTWO 2" X 4" TOP PLATES DOUBLE TOP PLATE 9 MRKLAND DRIVE *sem of GREENLAWN N.Y. 11740 2"X4" WOOD STUDS OR POST ,�, poK 631-567,1307 diameters to Threaded S;t bode This TWO 2" X __" HEADERS ° ° Rod 0 0 1I distance Is designed into 0 0 holdown. Floor JoistDistance may be 0 o increased without CONTINUOUS RIDGE VENT- LOW PROFILE Ing INSTALL AS PER MANUF. SPECIFICATIONS FOR BOTH SLAB & ° ° W affectica n2"x4" SCABBED TO BOTTOM P the RAFTER STRAPS- SIMPSON LSTA-24 AT FOUNDATION WALLS o o Was ers anchor nut is EVERY RAFTER- NAILED WITH 10D BOX NAILSV �� USE SIMPSON STHDI4RJ 0 o not over-torqued, EACH SIDE IN ACCORDANCE WITH TABLE 3.6 WFCM ® CORNERS OR NAILED which cQ'd split R��G' FILTER �' WHERE INDICATED ON ° ° PORTION the stud. H �pF NDN WOOD HEADER WOOD BEAM RIDGE/ STRUCTURAL RIDGE (REFER TO PLANS) GQ� HOU7 Between floors O /r`//N REFER TO FLOOR PLAN ROOF RAFTERS(REFER TO PLANS) e PLAN. 00Simpson Strong-Tie NOTE: 'V �i0 o This CIet011 eliminates cripple NOTE: 8� ° ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER631-567-1307 Simpson Strong-Tie StUdS above 0 enin 0 ��0 0 H08 At foundation p 9' BOTTOM OF ALL DOOR R (; WF15 6 FELT PAPER OVER 1/2"CDX PLYWOOD SHEATHING0 ° CORNER HOEDOWN & WINDOW HEADERS TO LINE UP. q (2)-2"X4" JACK STUDS NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T.2 o ° 2"x4" SILL PLATE SCALE : N.T.S. Z"X4" BEARING WALL - HEADER DETAIL (1)-2"X4" KING STUD /2"� `� 2 q �� 1165 BROADWAY AVE. 0 0 (TYPICAL TO BOTH SIDES) Fro / R� ° ° CONTINUOUS ALAN TIE OWN FOR DIAGONAL BRACING P\R ATTIC SPACE (�� HOLBROOK, N.Y. 11741 CORNER ASSEMBLY' CUT BACK PLYWOOD SHEATHING 2"X4" TOP PLATES OVERLAP AT 1/2" MIN. TO ALLOW FOR AIR FLOW TTRIFARO@DTTDESIGNS.COM CORNER LOCKING WALLS TOGETHER SPAN NOTE: ROOF VENT SHALL BE "RIDGE FILTER SHINGLE VENT" AS CLEAR APPROVEDMANUFACTUEQUDALL.YI INSTALLININ NT IA ACCORDANCE WITHED MANUFACTURES MAXIMUM REVISION ,•; , ° MAXIMUM SPECIFICATIONS. COLOR TO MATCH NEW ROOF SHINGLES. 1 RIDGE VENT DETAIL o TYP. 12" G. ° _ " SIMPSON MIN. Q 30" MIN. \��'� 1 r-�� STRONG-TIE CS16 CUT REBAR ONE #5 INSTALL @ LENGTH REBAR LENGTH , ;' EACH STUD 2"X4" WALL STUDS Q•' 1 •, IN SHEAR CONE NAILINGoe . ..•, I '� 't . AS PER 12" MIN. TABLE 3.46 INSIDE CORNER CS-20(SIMPSON) 1/2" MIN. REBAR TOP PLATE FRAMING DETAIL Z S CORNER FROM LENGTH 5_0RIDGE STRAPS Tol 0 CLEAR \\, F_NOTE: SPAN TYPICAL ����y� IX CONTRACTOR TO VERIFY VARIES \G JP EXISTING FIRST FLOOR IS � T Yf U) SIMPSON STRONG-TIE STHD 14RJ ANCHORED TO FOUNDATION HIP AND VALLEY RAFTER STRAPPING TO BE CONNECTIONS l.V ECTIONS O��F�_ _ w AS PER THE 2007 IN ACCORDANCE WITH THE WFCM 2015. c�\J FP _ 0 A UPLIFT CONNECTION SCALE : N.T.S. RESIDENTIAL CODE OF PROVIDE SIMPSON "HW" HANGERS OR EQUAL. ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER @ NEW YORK STATE. 15#FELT PAPER OVER 1/2"COX PLYWOOD SHEATHING CONTRACTOR IS NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T.2 RESPONSIBLE FOR ADDING EXTRA2"X6" HANGER LU 26 PROVIDE ICE SHIELD TO 24" INSIDE „ EXTERIOR IN ACCORDANCE WITH 24 MIN. NP. 12" STRAPPING AS (2)2"X6" HANGER. LUS26-2 SECTION 905.2.7.1 (NYS CODE) REQUIRED. PROVIDE MIN. 1MIN. 2"X8" HANGER LU28 2"X-- R.R. ® 16" O.C. R.905.2.7.1 O " (2)2"X8" HANGER LUS28-2 REFER TO FLOOR PLANS FOR SIZE END DISTANCE 2"x10" HANGER Lu210 H7(SIMPSON) RAFTER Z (2)2"X10" HANGER LUS210-2 RAFTER VENTS AS REQUIRED TO WALL CONNECTION REFER TO TABLE ° • 2"X12'• HANGER HUS210 1/2" EXT. GRADE PLYWOOD 3.4B FOR AMOUNT JOIST HANGER (2)2"X12" HANGER HUS210-2 ATTIC SPACE WITH 15# FELT PAPER (TYP.) NAILING DATE OF SPECIFIED NAILSR-30 BATT INSULATION IN BETWEEN C.J. AS PER TABLE 3.413 2"X4" WOOD STUDS OR POST JOIST OR NOTE: FOR ALL OTHER JOIST IN EACH END RAFTER HANGERS REFER TO THE CONT. ALUM. GUTTERS W/ 1/8" PITCH 9/18/2017 SIMPSON CATALOG DIRECTLY. PER FOOT (MIN.) PITCH TO DOWN SPOUTS PROVIDE HEADER ® ESIMPSON STR NG—TIE CS 16 APPROVED EQ, MAY BE SUBSTITUTED CONTRACTOR TO LOCATE (2) 2"X4" TOP PLATE SIMPSON HURRICANE/SEISMIC STRAPS ATTACHMENT SCALE SCALE : N.T.S. ALL JOIST iOR RAFTERS INTERSECTING SEE STRAP SCHEDULE ALL HORIZONTAL SEE DETAIL 4I TYPICAL HDU8 HOLDOWN INSTALLATION W A BEANS OR GIRDER SHALL USE AN USE 'F' CHANNEL ®WALL 1X - PRE-PRIMED FASCIA SHEATHING SEAMS AS NOTED / FOR SOFFIT VENT (TYP.) AS PER BOARD-WRAP W ALUM. (0WITH SSTB ANCHOR BOLT. WASHERS APPROVED SIMPSON JOIST HANGER TYP. / ARE NOT REQUIRED AT THE BASE. PLANS TYP. THROUGHOUT AT EXTERIOR WALLS -FOR BOTH SLAB & ® SIMPSON STRONG-TIE LSSU28 R-15 "OWENS CORNING" CONT. VINYL SOFFIT TO BE BLOCKED DRAWN BY RAFTER TO HIP/ VALLEY FACE MOUNT JOIST HANGER INSULATION OR EQUAL VENT TYP.-WRAP ALUM. FOUNDATION WALLS ® OVER VINYL SOFFIT TYP. USE SIMPSON HDU8 ® RAFTER TO WALL SCALE : N.T.S. SCALE : N.T.s. INSTALL SHEATHING SO S.D. @ CORNERS OR ® INTERIOR EXTERIOR SEAMS DO NOT FALL ON SIDING AS PER OWNER 2"X4" WOOD STUDS 0 16" O.C. 1/2" RIGID INSULATION BOARD (R-3) FLOOR CONNECTIONS CHECKED BY WHERE INDICATED ON , NAILE",�;G 'ID\--Lc�QUIII'3\-'L'7�MENTS 1/2" GYPSUM WALLBOARD HOUSEWRAP ( ) USE JOIST HNGRS. PLAN. 2"x4" SILL PLATE CONNECTION 1/2EEXT. GRADE PLYWOODOUAL V.L. @ ALL FLUSH GIRDER / FLR JOIST CON. F -- NOTCHED ROOF STUD TO SILL PLATE PROJECT NAME THREADED ROD THROUGH RAFTERS-TRUSSES TABLE 3.413 UPLIFT STRAP CONNECTION REQUIREMENTS 2 SOFFIT DETAIL SSP FASTENER FLOOR STRUCTURE & (ROOF—TO—WALL, WALL—TO—WALL, AND WALL—TO—FOUNDATIION) rT, • ANCHOR BOLT INTO FOUNDATION (2) 2"X4" TOP PLATES w FASTEST MILE WINDSPEED (MPH) COUPLER NUT I� 90 100 110 120 MOTE NAILS IN IN. NAILING FRAMING SPACING (IN.) ROOF SPAN (FT.) NUMBER END OF 171 8d 4" x 20 GAGE STR PACH 5/8" 0 SIMPSON REFERENCE TABLE 3AB 12 1 1 / 2 2 BP ANCHOR BOLT [�] 7" MIN. EMBEDMENT IN s° 16 1 1 2 2 BP (SIMPSON) ANCHOR POURED CONCRETE 15" F 20 1 2 2 2 BOLTS: 5/8" 0 @ 23" O.C. �f MIN. EMBEDMENT IN C.M.U. SIMPSON H7Z SEISMIC 24 1 2 2 3 SIDING AS PER OWNER _ AND HURRICANE TIE OR 12 1/2" RIGID INSULATION BOARD R ENDOFEACH OFF EACH SIILL PLATE. O Z a ° ••a PROVIDE 3"x3" WASHERS EQUAL. SEE STRAP SCHEDULE 28 1 2 2 3 ( -3) FOR NAILING REQUIREMENTS 32 11 1 11 2 3 1 3 "TYVEK" HOUSE WRAP OR EQUAL a 36 2 2 3 3 1/2" EXT. GRADE PLYWOOD r� ° •a 2"x4" WOOD STUDS 0 16" O.C. NAILING a SEISMIC / HURRICANE TIE SECOND 3/4" T&G PLYWOOD SUBFLOOR AS PER TABLE 3.4B r • F RAFTER TO WALL 12 1 2 2 2 FLOOR 2"X4° BASE PLATE FOR ROOF RAFTER TIE DOWN TO ANCHOR 1 6 1 2 2 3 WALL STRAPS- SIMPSON CS-20, 1 1/4" STRAP • O ROOF RAFTER TO WALL STUD -MIN.NAILING 20 1 2 2 3 AT EVERY STUD- NAILED WITH 1oD BOX BP (SIMPSON) ANCHOR--\ FTS O 177 h—jU B SIMPSON STRONG-TIE HDU8 ACCORDING TO TABLE 3.413 WFCM 16 NAILS IN ACCORDANCE WITH TABLE 3.4 B WFCM SCALE N.T.S. 24 2 2 3 3 (SEE STRAP SCHEDULE) BOLTS" 0 23" O.C. 28 2 2 3 4 FLOOR/ CEILING JOISTS AS PER FLOOR PLANS • 32 2 2 3 4 BLOCKING (TYPICAL) w. \ �( (z) 2"x4" CONTINUOUS TOP PLATES 7" MIN. EMBEDMENT IN V 36 2 3 EXTERIOR 4 4 POURED CONCRETE 15 °' V it SIDING AS PER OWNER MIN. EMBEDMENT IN C.M.U. ' 0 FIRST 1/2" RIGID INSULATION BOARD (R-3) PROVIDE 3"x3" WASHERS u DOUBLE TOP PLATE FLOOR H � ROOF FRAMING "TYVEK" HOUSE WRAP OR EQUAL #5 REBAR 6" FROM TOP #5 REBAR @ 48" O.C. M 1/2" EXT. GRADE PLYWOOD R-15 "OWENS CORNING" OF POURED CONCRETE VERTICALLY FOR 8' r---� INSULATION OR EQUAL FOUNDATION WALL RUN HEIGHT FOUNDATION WALL 2"X4" WOOD STUDS OR POST ° INTERMEDIATE RLR. DETAIL HORIZONTALLY AND INSTALL —CR LE ST �S— 3 ANCHOR BOLTS HOOKED #5 REBAR @ 40" O.C. SEAL ° O BELOW VERTICALLY FOR 9' m 0 _I SIMPSON H7 HEIGHT FOUNDATION WALL FOR BOTH SLAB & o o ° TIE REQUIRED RED A 0 TYPICAL WALL DETAIL R m o SIMPSON _ @ EACH STUD FOUNDATION WALLS 0 I) SCALE o INSTALL @ �5 OHN / STRONG—TIE CS1 6 C C7\ USE SIMPSON HDU8 I HEADER <v ' O �C) ® m @ CORNERS OR EACH STUD SEE PLAN FOR � U � '1 WHERE INDICATED ON m ° EXACT SIDE) PLAN. 0 FRAMED OPENING FOR II m NEW WINDOW (OR FULL STUDLENGTH TYPICAL FRAMING DETAILS cP� EXTERIOR DOOR) WALL STUDS 8296 O� PRESSURE—TREATED � N y BARRIER MAY BE NOTE: 6'-0" OR GREATER NOTIE: REQUIRED USE 1STAIN /20R PAINED TYP. UPLIIFr CONNECTION IS REQUIRED 2"x4" SILL PLATE _ _ _ _ _ _ AT EACH END OF HEADER AND OUTER THIRD OF AT [BOTTOM OF HEADER STUDS IN SPAN ONLY SHEET TITLE T — T I— — TABLE RR301.2.1.2 ADDITION TO CONNECTORS AT DISTANCE >5/8" WINDBOURNE DEBRIS PROTECTION FASTENING SCHEDULE I I I Nd HOLE EDGE UPLIrt I I WALL STUDS AND AT TOP ANDDETAILS ° LEO e . FOR WOOD STRUCTURAL PANELS I I �ql`NINEC19R I I BOTTOM OF CRIPPLES DEOPTH<1/4d <2TCH 0/5d FASTENER SPACING E UIRE SINGLE STUD FASTENER I I I I OUTER 1/3 OF SHEET • ° .• THREADED ROD THROUGH TYPE PANEL 4 FT < 6 FT < I I I � I I I I SPAN ONLY HOLED SPAN PANEL SPAN PANEL SPAN STUD DOUBLE STUD FLOOR STRUCTURE OR < 4 FT < s FT < 8 FT 1/4 JOIST Q <2/5d a ANCHOR BOLT INTO FOUNDATION - - - DEPTH, MAX 2 1/2" #s WD SCREWS 16 12 9 1/3 JOIST 2" MIN y PLATE JOB NUMBER SIMPSON STRONG—TIE HDU8 DEPTH, MAX 1 HOLE EDGE 2 1/2" #8 ° . aa. a ° DISTANCE >5/8" 2017-57 C EXT. WALL TO FOUNDATION 1 1 12" aST WD SCREWS d a n ° ° ° . d DEPTH IMAX 1/6 JOIST SCALE : N.T.S. ° n �• DEPTH, MAX REMOVABLE PLYWOOD ° C °° STUD NOTCHING AND DEBRIS PROTECTION SHUTTERSOLID SAWN JOIST, RAFTER NOTCHING BORING LIMITS SHEET NUMBER TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS AND BORING LIMIT S SCALE N.T.S. scnLE: N.i•.s. SCALE : N.T.S. SCALF_ : N.T.S. 50176 GENERAL NOTES GLASS WINDOWS AND DOORS THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THE NOTES & SPECIFICATIONS 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 1. ALL GLASS TO BE DOUBLE-INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. INFORMATION AVAILABLE TO US. DUE TO THE NATURE OFA RENOVATION/ ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE NOTIFIED FOR IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS ARCHITECTURE 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE PROVIDED. CONSTRUCTION DOCUMENT BINDED TOGETHER AT ALL & STRUCTURE / SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ANY REVISIONS, STRUCTURAL MODIFICATIONS OR SUPPORT REQUIREMENTS 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED RESULTING FROM UNFORSEEN CONDITIONS SUCH AS EXISTING COLUMNS, TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY CONSULTING 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. GLASS, UNLESS OTHERWISE NOTED. DUCTS, PIPING, ECT. ENCLOSED IN EXISTING WALLS, CEILINGS, ETC... G.C. TO READ ALL NOTES, SPECIFICATIONS,AND BE 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER / BUILDER. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. TO CONTACT R.A. UPON ANY UNFORSEEN CONDITIONS ARISING. FAMILIARIZED WITH THE PLANS PRIOR TO WORK. VINCENT LUCARELLI A.I.A. 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND / OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT / ENGINEER BEFORE 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE. 9 KIRKLAND DRIVEGREENLAWN,N.Y. 11740 PROCEEDING WITH THE WORK. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ANY OTHER, TYPE OF GLASS UNIT WHEN WITHIN 6"' OF AN EXTERIOR SURFACE. 63I-S67-I3 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT/ENGINEER. R301 .2( 1 ) CLIMATIC AND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. GROUND SNOW WINDSPEED SEISMIC 07 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING. GEOGRAPHIC DESIGN CRITERIA LOAD (K) (MPH) (E) DESIGN FROST TEMP DESIGN(F) UNDER- LAYME - T FLOOD AIR FREEZING 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. CATEGORY (G) WEATHERING LINE DEPTH TERMITE DECAY HAZARDS INDEX (J) 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. (36" FROM REQUIRED (A) (B) (C) (D) (H) 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF 36SOFFIT) (1) 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW FOR SI: 1 LB SQ.FT. = 0.0479 KN M. MODERATE SLIGHT TO o SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT / / 20 140 C SEVERE " TO HEAVY MODERATE 11 YES NO 599 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL. AREA, AND EGRESS REQUIREMENTS. 1 MILE PER HR = 1 .609 KM/HR. DT G• 11. THIS SET OF DRAWINGS ARE THE PROPERTY OF DTT DESIGNS, INC. & VINCENT LUCARELLI, A.I.A. ARCHITECT AND SHALL NOT BE ALTERED OR BE011 REPRODUCED WITHOUT WRITTEN PERMISSION OF VINCENT LUCARELLI, A.I.A. A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN P15F SHALL BE FILLED IN WITH THE WEATHERING INDEX (I.E., "NEGLIGIBLE", "MODERATE", OR "SEVERE") FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP [FIGURE R301.2(3)]. 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. GYPSUM WALL BOARD THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C145, C 216, OR C 652.13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. B. THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. � 631-567-1307 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "VERY HEAVY", "MODERATE TO HEAVY", "SLIGHT TO MODERATE", OR "NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALLR301.2(6) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND D. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "MODERATE TO SEVERE", "SLIGHT To MODERATE", OR "NONE TO SLIGHT IN ACCORDANCE WITH FIGURE R301.2(7) 1165 BROADWAY AVE. RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM CLEAN. WHERE DEEMED APPLICABLE. DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODESE. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP [FIGURE F301.2(4)]. WIND EXPOSURE CATEGORY SHALL BE HOLBROOK, N.Y. 11741 AND ORDINANCES. 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2.1.4 EXTEND THREE FEET EACH DIRECTION BEYOND THE UNIT(S). ALSO HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED F. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE "WINTER DESIGN DRY-BULB TEMPERATURE" DETEMINED FROM TABLE N1101.2. TTRIFARO DTTDESIGNS.COM 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. COMPLETION OF PROJECT. G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. H. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH (A) THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ALLOW 24 HOURS TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS). (B) THE DATE(S) OF THE CURRENTLY EFFECTIVE FIRM AND FBFM, OR OTHER FLOOD HAZARD MAP ADOPTED BY THE REVISION AGAINST ALL CLAIMS, DAMAGES, LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE 5METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. COMMUNITY, AS MAY BE AMENDED. . OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR I. IN ACCORDANCE WITH SECTION R905.2.7.1,R905.4.3,R905.5.3,R905.6.3,R905.7.3 AND R905.8.3, FOR AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS 25-F (-4-C) OR LESS, OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE RESULTING 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "YES". OTHERWISE, THE W THEREFROM). (B) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE Q DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEMJURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "NO". OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER.OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER J. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX (BF-DAYS) FROM TABLE R403.3(1). 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, ASPHALT ROOFING SHINGLES - R905 K. THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE R301.2(5) FOR SITES AT ELEVATIONS UP TO 1000 FEET. SITES AT PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, ELEVATIONS ABOVE 1000 FEET SHALL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITECT/ENGINEER. 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING SHINGLES OR APPROVED EQUAL. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NOTED. ALSO APPLY GAF-WEATHER-WATCH ICE ,AND WATER BARRIER 2 SECTION R-310 EMERGENCY ESCAPE / RESCUE OPENINGS Z PERTAINING ARE TO BE FIELD VERIFIED. FEET FROM EAVES, VALLEYS, AND FLASHING. O 20. CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR F- OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SCHEDULE ABBREVIATIONS 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE � ABBREVIATION DESCRIPTION U 22. PROVIDE FIRE BLOCKING AS PER 2015 INTERNATIONAL RESIDENTIAL CODE, SECTIONS; R302.11 THROUGH R302.14. 5. NAILING OF ROOFING SHALL BE TO THE 2015 INTERNATIONAL RESIDENTIAL CODE. OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24" AND THE (n NET CLEAR WIDTH SHALL BE NOT LESS THAN 20". ALUM. ALUMINUM W FF FACTORY FINISH D FOUNDATION, CONCRETE, AND MASONRY SITE WORK MAX. SILL HT. 44" A.F.F. WINDOW AND DOOR NOTE: H.M. HOLLOW METAL 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. SEE SHEER-WALL DETAILS ON DETAIL NAT NATURAL - REF SPECS NET CLEAR OPENING OF 5 SQUARE FEET. SHEET, FOR ALL WALLS NEXT TO WINDOWS LAM LAMINATED GLASS THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR, OR BY QUALIFIED SUB-CONTRACTOR. MINIMUM OPENING HEIGHT. THE MIN. NET AND DOORS, WHERE THE DISTANCE TEMP TEMPERED GLASS 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. BETWEEN THE R.O. AND CORNER 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. CLEAR OPENING HEIGHT SHALL BE 24" MIN. PT. PAINT MINIMUM OPENING WIDTH. THE MIN. NET OF STRUCTURE IS LESS THAN 27"' Z 3. SOIL TO HAVE MINIMUM BEARING CAPACITY OF (1) TON/SQ. FT. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING CLEAR OPENING WIDTH SHALL BE 20 INCHES. GWB GYPSUM WALL BOARD 4. FOOTINGS TO REST A MINIMUM OF 3'-0" BELOW GRADE, UNLESS OTHERWISE NOTED. SITE. STOCKPILE ALL EXCAVATED MATERIALS. OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE DATE 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ROOM WITHOUT THE USE OF KEYS OR TOOLS. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 1ST TIER OF FRAMING IS IN PLACE. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. R303.1 HABITABLE ROOMS. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH 9/18/2017 AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA 7. FOOTINGS To BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, SCALE 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. ELECTRICAL - CHAPTER 34 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS AS NOTED 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH R403.1.6 IN THE 2015 INTERNATIONAL RESIDENTIAL CODE. SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY 1. AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET TO BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR SIDE OF EACH OUTDOOR CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MIN. OPENABLE AREA TO THE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.S.I. EGRESS DOOR HAVING GRADE LEVEL ACCESS. OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. DRAWN BY 11. CONC. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER OCCUPIED SPACE. 2. ELECTRICAL SWITCHES FOR STORAGE SPACES ARE TO BE PLACED OUTSIDE THESE SPACES AT THE POINT OF ENTRANCE AS PER: E3803.4 S.D. 12. FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 3. GFCI ARE TO BE PROVIDED AS PER E3802. 140 MPH EXPOSURE B WIND ZONE CHECKED BY 13. BRICK VENEER TO BE ANCHORED WITH (1) WALL TIE PER (3) SQ. FT. Table 13. Percentage of Full-Height Sheathing in Maximum Building Dimension (L) 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 4'-0" O.C., TO DIRECT ANY CONDENSATION To THE EXTERIOR. 2.1 GENERAL LOADS EXISTING CONDITIONS CHECK LIST V L The structure shall be anchored to the foundation system to resist the loads in Table 3 and to comply with the hold down requirements Wood Structural Panel 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. in Section 4.3.For pile and girder foundation systems or pier and beam foundation systems that support the floor joists on top of the! (f] THE EXISTING MECHANICAL SYSTEM IS ADEQUATE Exterior PROJECT NAME TO HANDLE THE ADDITIONAL LOADS IMPOSED BY Sheathing 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES OF 40 DEG. F AND FALLING, UNLESS APPROVED BY girder or beam,the Stem wall foundation loads in Table 3 shall be used.When the floor joists are hung on the sides of the girder or beam CHOOSE ONE THE NEW ADDITION(S) / ALTERATION(S) Sheathing g ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. with proprietary joist hangers,the Slab-on-Grade loads in Table 3 shall be used.Ledgers are NOT permitted. [ ] THE EXISTING MECHANICAL SYSTEM WILL BE Type FTS • UPGRADED To ___-----_----- (Exterior Wall Sheathing per 4.3) 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. Table 3. Stemwall Foundations' (EG. OIL FIRED HOT AIR UNIT...GAS FIRED HYDRONIC...) 8d 8d 8d Foundation Anchorage loads r I THE EXISTING ELECTRICAL SERVICE IS ADEQUATE Nail Type Common Common Common 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. Building Aspect Ratio (L/W) FOR PROPOSED ADDITION(S) / ALTERATION(S) Slab-on-Grade CHOOSE ONE • 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. Raised-floor 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 Foundations3 Edge Nall Spacing 6" O.C. 4" O.C. 3" O.C. PROVIDE TWO 4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10 10 WELDED WIRE REINFORCING. 1 ( ] THE EXISTING ELECTRICAL SERVICE IS TO BE r-, O # / UPGRADED TO w Foundation Uplift Lateral Shear 1 / Feild Nail Spacing 12" O.C. 12" o.c. 12" O.C. 20. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR supporting: (plfl (plf) fl [Yj THE EXISTING SANITARY SYSTEM IS ADEQUATE Hold Down i-I-I � O MORE THAN 7 PERCENT AS PER TABLE R402.2 TO HANDLE THE TOTAL # OF BEDROOMS PROPOSED Bottom Plate-to-Floor Roof Ceiling CHOOSE ONE (AS PER S.C.B.O.H. REGULATIONS) (See Details) 436 plf 590 plf 730 plf 21. CONTRACTOR TO PROVIDE CONCRETE DELIVERY SLIP TO HOMEOWNER TO VERIFY 4,000 P.S.I. WAS RELIEVED. ' 192 129 218 273 327 382 436 491 545 600 730 Shear Connection (3 /ft) (3 /ft.) (4/ft.) 0 and One Floor ( ] THE EXISTING SANITARY SYSTEM WILL REQUIRE O lRoof,Ceiling SDR OMS APPROVAL FOR THE INCREASE OF (16d Common Nails) VT1 and Two Floors 119 129 327 409 491 572 654 736 818 899 730 � O � INSULATION [ ] THE EXISTING RESIDENCE IS CONNECTED TO Hold Down Capacity 4,360 lb. r5,900 lb. 7,300 lb.THE SEWER DISTRICT 'For Non-loadbearing walls,uplift connections need not exceed 60 plf. / (PROOF REQUIRED) P 2 Shear connection requirements in the maximum building dimension(L)need not exceed the tabulated values for L/W=1.00. [v] THE EXISTING 1ST STORY IS ADEQUATE TO SUPPORT THE NEWLOADS IMPOSED BY THE Building Aspect Ratio Percent Full-Height Sheathing E...� • 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL 3 Shear connection requirements are based on a required sheathing nail spacing of 3"o.c.in Tables 12 and 13.For reduced wood structural 2ND STORY ADDITION(S) INCLUDING UPLIFT Shear Wall Line Beneath W FOIL To BE PLACED TOWARD WARM SIDE. panel sheathing nailing requirements of 4"and 6"o.c.the shear loads can be reduced to the Bottom Plate-to-Frame Shear Connection AND SHEAR (PROOF / CALCULATIONS MAY (L/W) on Each Exterior Wall Line C"') �( BE REQUESTED BY BUILDING DEPARTMENT) 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM FOOTING TO TOP OF FOUNDATION WALL. provided in Tables 12 and 13 Roof and Ceilingo 0 o rT� U CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. TABLE R301.5 1.00 41/0 32/0 26/o F•y'i O �� w 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 2.2 ANCHOR BOLTS MINIMUM UNIFORMLY DISTRIBUTED(IN POUNDS PER SQUARE FT) 1.25 35% 26% 22%LIVE LOADS O W Q -10" R-38 FOR FLAT CEILINGS Where 5/8"anchor bolts are used to resist uplift,lateral,and shear loads provided in table 3, 1 -8 1/4" R-30C FOR CATHEDRAL CEILINGS the anchor bolts shall be installed per Table 4 using 3"x3"xl/4"plate washers. USE LIVE LOAD 1.50 30% 22% 18% v -3.5" R-15 FOR 2"x4" WALL CONSTRUCTION Table 4. -5.25" R-19 FOR 2"x6" WALL CONSTRUCTION Stemwall Foundations with 2x6 Sill Plates' UNINHABITABLE ATTICS WITHOUT STORAGE 10 1.75 26% 20% 16% O u -5.25" R-22 FOR FLOORS Anchor Bolt UNINHABITABLE ATTICS WITH LTD. STORAGE 20 Spacings Building Aspect Ratio (L/W) Slab-on-Grade 2.00 23% 17% 14% ~ 00 HABITABLE ATTICS & ATTICS SERVED 30 CARPENTRY Raised-floor 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 Foundations WITH FIXED STAIRS L 2.25 21% 16% 13% Foundation EXTERIOR BALCONIES & DECKS 40 W 1. ALL LUMBER SHALL BE DOUGLAS FIR-LARCH #2 OR BETTER. supporting: S/8"Anchor Bolt Spacing(in.) y 2.50 19% 14% 11% FIRE ESCAPES 40 SEAL 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH COAT. MAINTAIN 8" MIN. FOUNDATION EXPOSURE. Roof,Ceiling GUARDRAILS AND HANDRAILS 200 2.75 17% 13% 10% and One Floor 42 42 42 42 42 37 34 31 24 3. SILLS TO BE (2) 2"X6" A.C.Q. (ALKALINE COPPER QUATERNARY), SECURELY FLASHED WITH A TERMITE SHIELD, ALSO PROVIDE SILL GUARDRAILS IN-FILL COMPONENTS 50 Roof, Ceiling and One Floor 1.00 67% 54% 45% (�ED qR SEAL / INSULATION. SIZE OF SILL TO BE (2) 2"X6", UNLESS (1) 2"x6" IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. Roof,Ceiling 54 45 37 32 28 25 22 20 245 OHN<� and Two Floors PASSENGER VEHICLE GARAGES 50 0 45/0 0 38/o 0 1.25 58/0 y� 4. AT FLUSH FRAMING USE 16 GAGE METAL JOIST'S HANGERS BY "TECO" OR EQUAL. 'The Anchor bolt spacing in the maximum building dimension(L)need not be less than tabulated spacing for L/W=1.00. ROOMS OTHER THAN SLEEPING ROOMS 40 fl! 46 ' 0 j 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, ROOFS, AND WALLS. 1.50 50% 39% 33% _z SLEEPING ROOMS 30 m 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. R3 10 ESCAPE/ RESCUE OPENINGS STAIRS 40 1.75 45% 35% 29% N 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3 -1/2" BEARING. TABLE R301.7 2.00 40% 31% 29% A 9 6 x1 Q- 8. MIN. HEADER TO BE (2) 2" O" UNLESS OTHERWISE NOTED. f 34"Clear 829 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2.25 37% 28% 23% F �O / ( • Minimum openable '� STRUCTURAL MEMBER ALLOWABLE 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY CONCRETE TO BE A.C.Q. ALKALINE COPPER QUATERNARY). Minimum� DEFLECTION 20"Clear I 2.50 34/0 26/0 21/o N 9 L 0 0 0 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE PD-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON area 5.7 sq.ft. 2.75 31% 24% 19% WALLS AND ROOF AND IS OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING `1 RAFTERS HAVING SLOPES GREATER THAN 3/12 REQUIREMENTS WHEN APPLICABLE. • Minimum opening WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 SHEET TITLE n 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE. NAILING AS PER FASTENING SCHEDULE ON PAGE PD-1 AND GLUED. P g INTERIOR WALLS AND PARTITIONS H/180 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR APPROVED EQUAL. height 24" FLOORS AND PLASTERED CEILINGS L/360 HOLD NOTES enable 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGES OF EXTERIOR SHEATHING. • Area _ ALL OTHER STRUCTURAL MEMBERS L 240 0 0 0 ° DOWN Minimum opening / SHEET 14. PROVIDE CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS EXCEED 8'-O" AND AT EVERY 8'-0". �� a Openable EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H 360 ® 0 0 0 0 Width 20 .7 sq.ft. Area ,�, / 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. >mum / U , EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISH L/240 0 C 0 ° (2)-16D COMMON • Maximum sill sqEXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISH. �* 0 0 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. 0 NAILS AT 6" O.C. JOB NUMBER cv � heightL/120 of 44" Minimum I o 0 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED WITH NAILING SCHEDULE. 0 0 11 1 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. • Must be openable DESIGN LOAD CALCULATIONS L no A I7_57 SUB FLOOR SHALL NEVER EXCEED A 16" SPAN. Minimum size Minimum size FLOORS 40 LIVE LOAD 10 DEAD ALL ROOMS EXCEPT SLEEPING ROOMS & ATTICS without keys or tools window for window for FLOORS 30 LIVE LOAD 10 DEAD SLEEPING ROOMS & ATTICS 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER SCHEDULE. 20ATTIC"clear width 24"clear height ROOF ILINGS 40 20 LIVE LIVE LOAD 1LOAD / � DEAD MEDIUDEAD AMLROOFFCOVERING,UTURE OSNOW,MS, IMITED DRYWAI I NOTAOTTICE Figure 19b. Comer Stud Hold Down Detail -4 Studs SHEET NUMBER 60F6