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20200864 Ballston Ave Townhouse Exterior Checklist � U � � ca �U � O � cn 'L � Q N � �� m '� m v� N w �o � � p o� `�� � �, � — ;,� ` � �� �� ^ � L ,� N (� � 4� � � � � � U � z N �� � � _ � N O� � � � N � � N � � �� N � � O O � �� � � N �/ .°N� N � � � � � � � � mm � � ��� ��� �� �� � � � � � � � � � � � � :=; - -- m � � � . � � � : -. � � � � � � W - - -_ �� � � . � � � - ❑ ❑ ❑❑ aa --_ - - - - - aa - - - - a _ _ _ _ _ _ _ _ _ - �_ - -_ - _ _ - _ - _ - _ - _ _ - _ - _ - _ - _ _ _ _ _ _ _ O � � _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ - _ - _ - _ - _ _ - _ - _ - _ - _ - _ _ o � __ __ __ __ __ __ _ _ __ -_ _-_ -_ -_ -_ _-_ -_ _ _ _-_ � � � - - _ _ - _ =, _ m m _ -=, :_� -= :_ = _ -=, � � :: -=, :_ -=, � � _ -=, :. :_� = :_ -= :_ - , � � ._ =, _� = _ -= :_ -- � � _:_� � _:_� =� :: -= W � W � _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W z � � � � DI�:A�UING INDE� : z z � O o � ; � � � � ARCHITECTURAL: [-� � � � � �, o � � � � T 1 .0 COVER SHEET � � � PI�ESCI�IPTIVE ENEI�GY EFFICIENCY T2.0 MATERIAL & GUIDE SPECIFICATIONS � THIS BUILDINGS THERMAL ENVELOPE CONFORMS TO THE MINIMUM PRESCRIPTIVE REQUIREMENTS SET FORTr-1 IN SECTION 402 AND TABLE 402. I .2 (PARTIAL Sr-10WN BELOW) IN Tr-1E 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE FOR CLIMATE ZONES 5. T3.O 2020 ECCCNYS REQUIREMENTS PARTIAL TABLE R402. I .2 INSUTATION AND FENESTRATION REQUIREMENTS BY COMPONENT a ENVELOPE COMPONENT REQD. ZONE 5 ACTUAL T4.O UL FIRE RATED LISTINGS FENESTfZATION U-FACTOR b 0.30 0.30 � .29 SKYLIGr-iT U-FACTORb 0.55 N/A TS.O ARCHITECTURAL ABBREVIATIONS & SYMBOLS CEILING R-VALUE 49 49 TOTAL WOOD FRAME WALL R-VALUE 20 or I 3+5h 2 I MASS WALL R-VALUE ' 13/17 NA B OOM NT WALL R-VALUE � 35O/I 9 38 FULL HT. TS.O ABBREVIATIONS & ARCHITECTURAL SYMBOLS SLAB R-VAWE � DEPTH d I O, 2ft N/A CfZAWL SPACE WALL R-VALUE � I 5/I 9 N/A � For SI: I foot — 304.8 mm. A 1 .0 FRONT & RIGHT SIDE ELEVATIONS o W a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which A 1 . 1 REAR & LEFT SIDE ELEVATIONS � � is less than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the R-value specified in the table. b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed A�.O BASEMENT / FOUNDATION PLAN fenestration SHGC rec�uirements in climate zones I through 3 where the SHGC for such skylights does not exceed 0.30. c. " I 5/I 9" means R- I 5 continuous insulation on the interior or exterior of the home or R- I 9 cavity insulation at the interior of the basement walL " I 5/I 9" shall A3.� FIRST FLOOR PLAN be permitted to be met with R- I 3 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. " I O/I 3" means R- I O continuous insulation on the interior or exterior of the home or R- I 3 cavity insulation at the interior of the basement wall. A4.� SECOND FLOOR PLAN d. R-5 shall be added to the rec�uired slab edge R-values for heated slabs. Insulation depth shall be the depth of the footing or 2 feet, whichever is less in Climate Zones I through 3 for heated slabs. e. There are no SHGC rec�uirements in the Marine Zone. AS.� ROOF LAYOUT f. Basement wall insulation is not rec�uired in warm-humid locations as defined by Figure R30I . I and Table R301 . 1 . g. Or insulation sufficient to fill the framing cavity, R- I 9 minimum. h. The first value is cavity insulation, the second value is continuous insulation, so " I 3+5" means R- I 3 A�.O BUILDING SECTIONS cavity insulation plus R-5 continuous insulation. i. The second R-value applies when more than half the insulation is on the interior of the mass wall. A6. 1 BUILDING SECTIONS C L I ENT . A6.2 BUILDING SECTIONS CLIMATIC � GEOGI�APNIC DESIGN CI�ITEI�IA A6.3 BUILDING SECTIONS THIS BUILDING CONFORMS TO THE REQUIREMENTS SET FORTH IN A6.4 BUILDING SECTIONS `�' BALLSTON AVE. PARTNERS� LLC SECTION R30I .2 AND TABLE R30I .2(I) IN Tr-1E 2020 RCNYS O Q 0 � GfZOUND SNOW LOAD: 40 A / .O DETAILS w O � z WIND SPEED: EXP. B SEISMIC DESIGN CATEGORY: B A / . 1 DETAILS WEATHERING: SEVERE JOB NO. B UILDING DATA • FROST DEPTH: 48�� A8.0 WINDOW & DOOR SCHEDULES A20-095 TERMITE: SLIGHT/MODEfZATE LIGHT & VENT CALCULATIONS PROJECT NO. DECAY: SLIGHT/MODERATE MULTI-FAMILY UNIT 10 TYPE AR UNIT 1492 S.F. WINTER DESIGN TEMP: 7 KITCHEN & BATH DETAILS ICE SHIELD WATER UNDERLAYMENT REQUIRED: YES Pr-1ASE: UNIT 1 1 TYPE D UNIT 1663 S.F. CONSTRUCTION FLOOD r-1AZARDS: 1979 STRUCTURAL. DOCUMENTS V1VIT 12 TYPE C V1VIT 1 / 16 S.F. AIR FREEZING INDEX: 1350 UNIT 13 TYPE B UNIT 1642 S.F. DATE: 2- I 6-202 I UNIT 14 TYPE A UNIT 1492 S.F. S 1 .0 FIRST FLOOR FRAMING PLAN DRAWING NO. 52.0 SECOND FLOOR FRAMING PLAN 53.0 ROOF FRAMING PLAN NOT FOR CONSTRUCTION , Client Review Set COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. CLIENT RIGFITS ARE LIMITED TO ONE—TIME USE FOR CONSTRUCTION OF TFIESE PLANS. UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209. � � Copyright o2021 James Fahy, P.E., P.C. �� �� ��� ��� mm � � � � � � mm � � � � � � mm � � ��� ��� �� �� Allrightsreserved. � � � � � � � � � � � � � � REVISIONS: - - - - - - - - NO. DATE BY DESCRIPTION � m - � � m - - _ � � m m � � � � � � � . 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ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209. � � Copyright�2021 James Fahy, P.E., P.C. � � � � m m � � All rights reserved. � � REVISIONS: - - - m NO. 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I�.� �' �� PA�TN E�S LLC - - - - - - - - �.�� � �� �.�� � ��1 - - - - - - - - � 0 0 - - - �: - - - - - - � - - - - - - m � � � � � ' ' � � ' ' � DRAWING TITLE: — — — — — — — — — 4—UNIT TOWNHOME 1l.11 ls �� ���ls ��J�;� """ `�� 11.�1��lJ�� ���� ��� � ��� �Y' �J�;���� ""' � 11.�1��lJ�� PNASE: §����o�,��oe����o §������✓�°����_�°� CONSTRUCTION DOCUMENTS JOB NO. PROJECT NO. A2 I —XXX TOWNHOME DRAWN BY: DRAWING NO: - - - - - - — — - - - - - - AQR � � CNECKED BY: � JRF � � �X� I�X�I � � DATE: 1 � � � � � � 03-20-02 I � � x� � � �x� � � � � - - - - - - — � � — - - - - - - . . � � � � � � ��c��C� 1�c�c�� ���� � �� �.��� ����1� ��C� � �������c�� � � �.�.� James Fahy Design §����o�s�>o����>o §����o�s�>o����>0 2024 W. Nenrietta Rd. 5uite 3K Rochester, New York I 4623 tel: 585-272-I 650 e-mail: info@�amesfahy.com website: www.�amesfahy.com Therma-Tru paintable fiberglass doors (S92XC-SDL; 54816XJ-SDLF1; 56022XJ-SDL) �.�_. - --� � �� . , _ ,,,. __ i ir - � � , _—_ _ , , _1 II i;, ` � � I < L_..... _ — __ r'1':i: , .-- —--- ,i; _ _ 1: + Exterior poor Colors r : Shingles-Certainteed Landmark Roofing Shingles Exterior Stone- Eldorado Stone, Cypress Ridge. Color-Catania t i.n��it.q��t� , ' '"'� _ __ . � Cypress Ridge'�' ` '`� -� ��� �11�yR' jM� y : y� '�� r �ti, .�.� ,0', . 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PR�€0 ik R5e9CE -i°�1 �9�''•F 1R�1'K'[.iL� �.�'-, 5+i �44�T{r+p[+'4} S'4��tiwIDf36x 6x FROM'�A'�L{11eB "' . r mc� - -- __r._. -__ �r. ------ - :�� �: 's+'s 3L� ;;: a';+ �,� — Jl�"cinAYifR � +a:`rr• li ,y'�s �� 'R�.Y� �r.T�_�yf::�•�. s�y;�r_ ;�� S, 5�.,+,. .�,ti5� .�' � ..i::'1.� � 'a ,r�,�rlr�l7*y��.+, r..,,�� _� ;t� -- . . :. . '.. ' '��' FlHz �tJLf .w .�� . . . �a. _ r l .., ' � '' ' .�� , 711C Ih ATE4 �k47P2 813LT � �� fd .. �.� ��`� --' � ,' , .� ��9Lr PlR 4r.+.�kCT��1'R"� � ap •' y "� ,�"„ �' � .' EGdiMEF�e.I'Kyl R , __ . _. � .-- ---"-- �� — - - -a..' "-' . . " ' � _ du � . . . . .' 1 w�e r. � .01�� �v u .. F -��QYG .S�F�ILC�0 . I.'� p 1�-.Y 1• � N6�pf�ECT 9LFiiA1 '�� � — - _ - 1 '� F � _- rt —pA4Uti0�G£p wcC,G I F - - I � - � � � {C'� M� F 1 1- F I .--'-�L`{�F51 CC#1�1F��ETE 9J,�Y�7TH I ��# • �� � .9r . �, a „� �+�+s>r,��i r�e�.x r�w �o'bu. ' ' � _ ", E - ' �� _--uyusraAeea a�ec�z+ne I + �-�y�y r { �rr f�f f'��r ,� W�"fYAPAC:� T4%YA �'7�TE 4Ei�71{t1 �f �+�'p � r ��L�� f �f Y � ��1 '� 4�� f �.' 5'=�N7LF7 PROCT411' r ����� r � T �� " i ti/'� + � �� —2-�_�—. � t`rd°(Frl"Cx} P+FK BehtGM �[�.�6!av�x[ . F ' ' �. _ _ '��ET LIPif FCIE,a5 ff3! NtiTE;; aE�.I�PaT,ti} � �.r,sr,�s.now af oE�a�me usir��a�.�ae a�oe�wxt�v�m nae z�Tr�cxmw I°� i�CEI'Mth�iT i1�R6yuC wQhR` (�f9E��PL�B.? S 'M1f fxYrtR AAF'M PpFR�R RfiP:i�IWf Fh4!'JS�Y":ialYf�71;'hs C�NC�CFS Ff1iS�NaTI•N�I CAY: �� COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL GENERAL NOTES: MILD STEEL REINFORCEMENTS FOR CONCRETE AND MASONRY: R302.11 FIREBLOCKING: COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E In combustible construction, fire-blocking shall be provided to cut off both vertical and horizontal concealed draft openings and to form an effective fire barrier between stories, EXPRESS WRITTEN CONSENT OF JAMES FAF1Y These plans are protected by Federal Copyright Law. Reproduction or modification of these plans without the written consent of James Fahy Design is strictly prohibited. 1. Mild steel reinforcement for concrete and masonry construction shall conform to ASTM-A615 Grade 60. Ties, stirrups, and hoops shall conform to ASTM A615-87, Grade and between a to sto and the roof s ace. �Esi�N is A vio�ATioN oF coPYRi�HT �Aws. 6O. P rY P . . . CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE F1I'0b10Cklrig Sllall b0 pI'OV1C10C1 lri WOOC1fI'ari10Cl COriStI'UCtlOri lri t110 fO110Wlrig IOCat10riS: FOR CONSTRUCTION OF TFIESE PLANS. L Construction shall conform to the latest edition of the 2020 Residential Code of New York State. To the best of our knowledge, belief and professional judgement these plans uNAUTHORizE� A�TERATioNs oR A��iTioNs To and specifications are in compliance with the 2020 Energy Conservation Construction Code of New York State 2. Welded wire fabric shall conform to ASTM A185 in as long lengths as practical. THis �RAwiN� is A vio�ATioN oF THE NEw YORK 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: sTATE E�ucATioN �Aw, ARTICLE I 45, SECTION 2. Construction documents for this work have been prepared in accordance with generally accepted architectural and engineering practice to meet minimum requirements of the 1.1 Vertically at the ceiling and floor levels. ��� � 7zO9. referenced codes. 3. SPLICES: 1.2 Horizontally at intervals not exceeding 10 feet (3048 mm). 3. In the event of conflict between pertinent codes and regulations and referenced standards of these drawings and specifications, the more stringent provisions shall govern. A. Reinforcement in concrete and masonry shall have lap lengths as follows, unless otherwise specified on drawings: 4. Contractor shall be res onsible for all materials construction methods craftsmanshi rocedures and conditions includin safe Bar Size Length in Concrete Length in Masonry 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. � p � � p�� p � � g �'�� , „ , „ 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply wi�13.Sectiori��R302.7. o 5. Contractor shall verify all existing conditions, requirements, notes and dimensions shown on drawings or noted in specifications. Any variances within drawings and #3 1 -6 2-0 . . �� . �:�:�:���:�.�. Copyright 2021 James Fahy, P.E., P.C. #4 2'-0" 2'-6" 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved mate-rial to resist.tl�e:�:�r:ee.passag�e::of:flame and priicl�i�cts of All rights reserved. specifications, or with conditions encountered at job site, shall be reported to James Fahy Design before commencement of any work effected by such variance. � �� combustion. The material filling this annular space shall not be required to meet the ASTM E 136 require-ments. ������ ................ ........... ..... 6. Contractor shall rigidly adhere to all laws, codes and ordinances which apply to this work Contractor shall notify and receive clarification from James Fahy Design of any �������� ��������� ��������� variations between contract documents and governing regulations. #6 3'-4" 3'-9" 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. B. Welded wire fabrics shall be la ed one rid width lus 2" 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separatioi��:�� 7. The Contractor shall make no structural changes without written approval of James Fahy Design. PP g P �� REv�s�oNs: 8. James Fah Desi n has not been en a ed for construction su ervision and assumes no res onsibili for construction conformance means methods techni ues or rocedures C. Reinforcement shall be bent cold. Y g g g P P tY > > q P R302.12 DRAFTSTOPPING: NO. DATE BY DESCRIPTION of on-site work relating to the construction plans. D. Reinforcement shall not be welded. 9. Contractor shall investigate site during clearing and earthwork operations for filled excavations or buried structures such as cesspools, cisterns, foundations, etc. If any such In combustible construction where there is usable s ace both above and below the concealed s ace�.of�a�:fl�oor-ceil�i��i�����:asserrib�l���������c��a�'tst�i���s shal����lie installed so that the area of the 4. PLACING: P P ................... �.... �:�..............:......... l� items are found and effect the ability to adhere to the construction documents, James Fahy Design shall be notified for revised specifications. concealed space does not exceed 1,000 square feet (92.9 m2). draftstopping shall divide the con:��al�eci�space into a��pro�imately�equal areas..vv�i:ere the assembly is enclosed by a � � A. Reinforcement shall be accuratel laced and ade uatel su orted b concrete metal or other a roved chairs s acers or ties and secured a ainst dis lacement 10. All manufactured materials, com onents fasteners assemblies etc. shall be handled and installed in accordance with manufacturer s instructions and rovisions of a licable Y P q Y PP Y > > PP � P > > ������� P > > > P PP g p floor membrane above and a ceiling membrane below, draftstopping shall be provided in floai�-c�eiling assemb.�ies unde�'�:the followir�g.cir��rri�tances: industry standards. Where specific manufactured products are called for, generic equals which meet applicable standard and specifications my be used. during concrete or grout placement. Tack welding is not allowed. 1 L Construction loads shall not overload structure nor shall the be in excess of desi n loadin indicated herein. B. Except where shown otherwise on structural drawings, reinforcement in concrete shall have concrete cover as follows: � ���� �� �� � ��� ........................... ............... .. Y g g . L Ceiling is suspended under the floor framing. ����������������������� ������� .......... ... .............. � • Concrete de osited a ainst earth............3" � ......... 12. Desi n of electric lumbin and HVAC s stems b others. Verif location of existin utilities / services rior to construction. p g ��� ������ 2. Floor framing is constructed of truss-type openweb or perforated memb��s::::�:::::::�:::.. .. .............. . ... ... • Forme concrete against eart ................2 .. .... ..... ...... ...... ..... ...... • xterior aces o wa s............................ �� ..................... STRUCTURAL MATERIAL SPECIFICATIONS: . � �� FINISHES: � .. ........... Interior faces of walls.............................3/4 � � � �� ........... .... .. ....... ... • To top o s a s on gra e........................3 4 ..................... .... ................. .... .... Structural Stee1..........................ASTM A-36, Fy = 36 ksi A. Provide 5/8" type 'X' wall board at fire-resista;nce��assemblies:���iere iric�i:c�te:c��:���Strict cornpl��ance with products and installati:on of wallboard per the fire-rated assembly test ......... ........... .......... . ... .......... Reinforcing Steel........................ASTM A-615, Fy = 60 ksi indicated must be provided, as noted. � WOOD: ...... ........ .......... . Wire Mesh.................................ASTM A-185, 6 x 6 10/10 WWM Reinforcing �� � � ......... .... .............. � � � _ = Note: T e X is a eneric term. See re�erenced tests for actual v�al� board s �ecifications to be rovided. Lumber......................................No. 2 Hem Fir Fb 1075 psi (repetitive member use) E 1.3 X 106 psi yp g p p ������ L MATERIALS: ....... ...... ....... .. ....... ...... .... ............. Wood Structure Panels.................DOC PSI , DOC PS2 24 / 16 Roof(min.), 24 / 16 Floor (min.): or equal ��������� ������� ���� ����� ���������� ..... Microlams & Ganglams..................Fb = 2600 psi, *E = 1.9 x 106 psi * Multiplication factors apply per mfr. specs . . ...... ...... .. A. All woods and wood construction shall com 1 with s ecifications and codes with modifications as s ecified herein: ��������� ������� ��� � Mason ASTM C90 Grade N-1 Fm = 13 50 si p y p p �� �� .... � � � p 1. American Institute of Timber Construction: Standard Manual THERMAL & MOISTURE PROTECTION: � .... .... ..... ...... Mortar......................................ASTM C270, Type S . . . .. ....... ..... 2. National Forest Products Association: National Desi n S ecifications for Wood Construction. �� � .......... . Grout........................................ASTM C476 Fc = 2000 psi g P ......... ....... 3. Southern Pine Ins ection Bureau: Standard radin rules for Southern Pine Lumber. 1. The following specificatior�::�l�all govern with modi���at�oi�s;�s specified herein: American Society of Heating; Refrigerating and Air Conditioning Engineers (ASHRAE) Bolts........................................ASTM A307 , Fy = 33 ksi p g g .............. ............. . Han o0 o Fun amenta s::::::. �� 4. Truss Plate Institute: Desi n S ecifications for Li ht Metal Plate Connected Wood Trusses TPI-71 � Concrete...................................ACI 318 (See Table R402.2 Severe Weathering Potential) g p g ������ ���� ����� ���� 5. U.S. Department of Commerce N.I.S.T. PS-1 & PS-2 2. Install flashing and sheet met��:�zn compliance with ArcHitectural Sheet Metal Manual:�by SMACNA;�:� 6. American Plywood Association: Guide to Plywood for Floors, Plywood Sheathings for Walls and Roofs. 3. Aluminum fla�sk�zng shall con�ctri`�to ASTM B 209 7. American Wood Preservers Association Standards. 4. Provide and insta�l�:#�:as�hing at�ail:roof to wall conditions projections of woo�:�i�eams..througk�:�eXterior walls, exterior openings, and elsewhere as required to provide ......... . � TABLE R402.2 (ABBREVIATED FOR SEVERE WEATHERING POTENTIAL) B. All structural lumber shall be Hem Fir #2 (minimum) stress grade lumber unless noted otherwise. wateztkgk��:l..weatherproo�:p�r.forinance as specified in section R703 & R903 o�:t1�e 2��0 RCNYS. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE Fb = 1075 si; Fv= 150 si; E = 1,300,000 si ::::5::.. Sidirig�s�ral��::b:e.installed ace:orelirig::�.o manufacturer's printed instruct.ioris an�.shall inc�ude all accessories required for a complete installation. P P P .... ... . Repetitive member value may vary due to member size per National Forest Products Association specifications. �:::::..Roof valley Itriirigs shall be ins�al�:e:d in accordance with manufactutes inst�ll.atiori iristructions before applying shingles � � �:::A. O en V�l:le .s: metal linin s:��all be at least 24" wide.of:a ro:�ed cor.r�ision resistant metals of Table R905.2.8.2 of the 2020 RCNYS. 2- lies of mineral surface TYPE OR LOCATION OF CONCRETE CONSTRUCTION MINIMUM SPECIFIED C. All structural lumber shall be stamped in accordance with the American Institute of Timber Construction Construction Manual p 3'.. g...... pp ��. . . �� p D. Grade loss resulting from effects of weathering, handling, storage, resawing or dividing lengths will be cause for rejection. rolled roo�irig.complying witl�::ASTM D249. Bottom la�;er 18 and.top layer 36 wide. COMPRESSIVE STRENGTH a (PSI) . � � � :$:::::..Closed Valle:�s 1 1 smootli::i�oll roofin com 1 in with:ASTM D224 T e II or III 36" min. wide. E. All plywood shall be identified by grade mark of an approved inspection agency and shall be Standard GD, Flat interior with ext. glue unless otherwise specified on Y..: P Y g p Y g YP � ) � drawin s. �� 7. Shi�igl:es shall be fastened accord:i:rig to manufact���r's printed instructions. Provide one layer of 15 lb. (min. ) building felt under shingles unless otherwise specified. Ice and Basement walls, foundations and other concrete not exposed to the weather 2 500 g �� � � ....... ...... � F. Wood structural anels shall conform to the re uirements of DOC PS-1 & PS-2 and be identified b a rade mark of an a roved ins ection a enc � water:s�i:i:eld shall be installed beneath sh�ngle.s extendkng:from eaves edge to a point at least 24 inside the exterior wall line of the structure. P q Y g PP P g Y:..:.::::::.. � �� :�::�::�::::.En 1 ��� i n r f r f r h l �r il i n f r h r n il in nin r in h n r n f r in Th n fr Basement slabs and interior slabs on rade, exce t ara e floor slabs � G. Wood which is in contact with concrete, masonry, within 0-8 of grade or exposed to the exterior shall by pressure preservative treated. all fasten��s;:�oist hangers arii�: c osec�:att c spaces a d oo a te s s a �.have � oss ven� at o o eac sepa ate space by ve t at g ope gs p otected aga st t e e t a ce o a . e et ee g P g g 2,500 ve�tilating areas shall 1/150 of.the area.of tlie:vented:s �ce unless otherwise noted. Provide continuous ridge vents and soffit vents per plan, installed to manufacturers ....... ..... ..... flashings shall be hot dip galvanized, stainless steel or approved by the manufacturer for use with pressure preservative treated wood. ��� ������ ������� . . Basement walls, foundation walls, exterior walls and other vertical concrete work exposed to the weather 3,000 d H. All headers at non-bearing conditions shall be as follows: (unless otherwise noted) �:::p�i�ited instructions. opening size header size 9,��:�:�:�:��Provide and install ceiling and.exteri.or wal���:i�nsulation with draft facing per plan. ...... Porches car ort slabs and ste s ex osed to the weather and ara e floor slabs a,e,f � �� �����:�:�::�:�:�:�.�. �.�:�:�:�:�:�:�:�:�������� �:�:�:�:�:�:�:�:�.�.....:.�:��:�4;��� In all framed walls floors.ari�l:�roof%�ceilings �comprising elements of the building thermal envelope a vapor retarder shall be installed on the warm in winter side of the � P P P � g g 3,500 up to 6-0 2-2x8 ........ ...... ....... � �� � �� ��::::�::::. : ::... insulation 6-0 to 9-0 2-2x 10 � � For SI: 1 ound er s uare inch = 6.895 kPa. I. Locate double floor �oist under all interior artitions runnin arallel to framin under lumbin fixtures and at floor o enin s. Provide lx3 mid�:s �ari��cross brid in at all 11. All locations indica�e�l ori::�rawirig�,.unless otherwise noted and wherever air, water, or dust may infiltrate between construction members shall be caulked. Set exterior P P q J P g P g P g P g �... g g floor joists and spans. Double floor joists under parallel partitions over 8'-0" in length. edges of all exteri�or tlii�esho�d�..:iri cau�king to provide weather tight seal. a. Strength at 28 days psi. J. Desi n of wood trusses b others. Manufacturer to have truss desi n reviewed and certified b an Architect or Professional En ineer licensed in the state of New York rior 12. Provide seamless.k gut�er�.and..dowrispouts connected to storm sewer system or non-erosive splash pads at grade. Include all accessories required for a complete installation. c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with footnote d. to fabrication. See Truss Manufacturers s ecification for details. g y g p 13. The:design, mater:i:als, coristruction and qualities of roof assemblies shall be in compliance with the provisions set forth in 2020 RCNYS Chapter 9 and with applicable d. Concrete shall be air-entrained. Total air content ercent b volume of concrete shall be not less than 5 ercent or more than 7 ercent. p ��� ������� ........ � y ) p p �����iianufacturers speci:�ications. .. ... ......... e. See Section R402.2 or maximum cementitious materia s content. ������������������ ������� 14. Tlie.wall:area above built-in tubs with installed shower heads and in shower compartments shall be constructed of smooth, noncorosive and non absorbent waterproof £ For garage floors with a steel troweled finish, reduction of the total air content (percent by volume of concrete) to not less than 3 maferials��to::a height of not less than 6 feet above the room floor level and not less than 70 inches where measured from the compartment floor at the drain. Such walls shall ... percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. 2. CONNECTIONS: :.: :.:::::::.:::::.:. �:::. �������::�orm a���vater-tight joint with each other and with either the tub, receptor or shower floor. ..... ........................... ....... .................................. . . � � �;�;�;�1,5�;;������P��E�3.5 A water, soi , or waste pipe s a not e insta e outsi e o t e ui ing, in exterior wa s, in attics or craw spaces or in any ot er p ace su �ect to reezing A. Nailing: �� ��� �� � temperatures unless adequate provision is made to protect it from freezing by insulation, heat, or both. L Minimum nailing requirements for standard connections unless specifically shown or noted othei-�vise������:�:�:�:�:�:�:�:. ��1:�6. Insulation materials includin facin s such as va or retarders or va or ermeable membranes installed within floor-ceilin assemblies roof-ceilin assemblies wall FOUNDATIONS: � g g P P P g � g � ............. assemblies, crawl/basement spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested 1. GENERAL: ITEM NO. OR C/O OF NAILS :::�F�E OF�_NAIL>BO� OR COMMON in accordance with ASTME 84. When installed in concealed spaces (ie. drywall covered framing cavity) the flame spread and smoke developed index limitations do not Joint a 1 to the facin s Contractor to notify James Fahy Design if site conditions such as adverse ground water or soil conditions warrant modifications to the engineering design of the foundation. �������� pp y g � A. Footings may be poured neat against sides of excavations only if sloughing or raveling does not occur. toe nail to plates, sill or girder 3 �:�$�i:�� To parallel alternate�oints 3 � �:�:�:�:��:6d ........ ....... .......... B. Contractor s a e responsi e or support o a temporary em an ments an excavations. At laps overbearing, face nail 3 � 16d MECHANICAL• C. Backfill shall not be placed against basement foundation walls until: .. • Concrete or masonry grout has reached sufficient strength to resist damage. 5tuds ��� L Contractor shall provide all labor, materials, and equipment necessary to install plumbing, related fixtures, ventilation of, roof and floor drains, heating and air conditioning. • Structural floor framing (including plywood subfloor) required to stabilize walls to complete and fully nailed and anchored or sufficient bracing is applied to End nail to lates �.�:�::�2�:�:�::��� 16d All work shall comply with applicable Federal state and local codes and ordinances. Subcontractors shall coordinate work with all other trades. Terminal hookup of all prevent wall damage. p �� � � Or toe nai12 each side ����:�:��:�:�:�:�: 8d fixtures and tap in to all utilities is required. Contractor shall install and check all pressure reducing valves, pop off valves and other safety hookup of all fixtures and tap in to all utilities is required. Contractor shall install and check all pressure reducing valves, pop off valves and other safety devices prior to operations of system. 2. STRUCTURAL BACKFILL: To Plates 2. 2020 ECCC of NYS Section R403.6 mechanical ventilation mandato The buildin shall be rovided with ventilation that meets the re uirements of The Residential code A r r 1 kfill h 11 1 in 6-in h m xim m lif n m minim m n i f 95° n r 1 - n - r n il in r r n 90° p � � �� � �'�� g p q PRo.1ECT: . St uctu a bac s a be p aced c a u ts a d co pacted to a u de s ty o /o (u de s abs o g ade a d bu d g st uctu e) a d /o „ ����������������� � � ......... .......... elsewhere of maximum d densi at moisture content within of 3% o timum as determined b ASTM D1557. Spike together �. 16 ofc�:�:�:�:�. 16d of New York State or The Mechanical code of New York State, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have � � � � p y Laps & intersections, face nail �� �:�:�:�.2 16d automatic or gravity dampers that close when the ventilation system is not operating. BALL�JT�N AVEN U E Backfill shall be free of excessive vegetation, debris or other deleterious materials and contain no particles larger than 3 inches in diameter. 3. All bathrooms, water closet compartments, or similar rooms without natural ventilation shall be provided with mechanical ventilation in conformity with Section R303.3 of -rj-U�f�T T��/�f�-j�M� 3. FOOTINGS• Blocking �� The 2020 RCNYS. The minimum ventilation rate shall be 50 cfm for intermittent ventilation or 20 cfm for continuous ventilation. Ventilation air from the space shall be ������� ������� ��, to plate �:�:�:2�����:������� 16d exhausted directly to the outside. � A. Footings shall be placed at a minimum depth of 42 inches below adjacent finished grade unless otherwise specified on the contract documents. or toe nail �:�:�:���4 8d 4. All e ui ment and a liances shall be installed in accordance with the 2020 RCNYS Cha ter 13 and manufacturers installation instructions. Instructions shall be made B. Final 3 inches of excavation shall be removed by hand tool operations in order to assure undisturbed bearing surfaces. . q p pp p Toe joist each side ���� 2 16d available to the code enforcement official. .... C. Footings shall be founded on firm, undisturbed, native soils free of frost and loose material. Footings may bear on properly engineered backfill provided settlement n il ���������� 4 8 5. Vented as fire lace decorative shall be listed labeled and installed in accordance with ANSI Z21.50 2020 RCNYS Cha ter 24 and the manufacturer's instructions. and /or consolidation tests performed indicate anticipated settlement will not exceed that allowed for the proposed structure ���.��or. toe a d g p ( ) , , , p Instructions shall be available on site for building inspector. Appliance shall be equipped with a flame safeguard device in accordance with Section G2432.2 of the 2020 D. Bottom surface of footings shall not slope more than 1.0 vertical to 10.0 horizontal, except as shown otherwise on drawings. �:�:�.�.Bridg:i:ng RCNYS. E. No excavation shall be made lower and closer to any footing than 1.0 vertical to 3.0 horizontal , except as shown on drawings. Toe na��l:�to joist, each end 2 8d 6. Automatic garage door openers shall be listed in accordance with UL32. F. Footings and slab-on-grade shall not be placed on muddy or frozen ground. . 7. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions and comply with the requirements of 2020 RCNYS G2439. S.�Uds.::: CLIENT: ���orn�r�angle or mul�iple 24" o/c 16d . ::::: �� B LL PARTIAL TABLE R4051 ��2" x La:minated beams�:::. ELECTRICAL: p g. PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM Lintels s ike to �;ther 16" o/c 16d PA�TN E�S, LLC 1. Contractor shall provide and install all labor, materials, and equipment necessary to install wiring, related fixtures, electric heat elements, and control. All work shall comply SOIL UNIFIED SOIL VOLUME ������ ������� ������� ��������� with National Electrical Code and the Provisions of Part VIII of the IRC. Subcontractor shall coordinate work with all other trades. Terminal hookup is required of all fixtures GROUP �r�uble :Jo.ists.o:r. :Headers CLASSIFICATION FROST CHANGE . ��:i.ke together, along each edge 16" o/c 16d and appliances, motors, fans, and controls. SYSTEM DRANAGE HEAVE .:.1'OTENTIAL ::: 2. Electrical system layouts, if included in construction documents, are generally diagrammatic, locations of outlets and equipment is approximate. Exact routing of wiring, SYMBOL SOIL DESCRIPTION CHARACTERISTICS a POTENTIAL����:�:�E�XP.ANSION b . ��:�� Plywond����heathing and 5ub-floor locations of outlets shall be governed by structural conditions and obstructions. Wiring for equipment requiring maintenance and inspection shall be readily accessible. GW Well-graded gravels, gravel sand mixtures, little or no fines. Good Low �:::�;�.�v.. �: Nailing at edges of each sheet 3/8" thick 6" o/c max. 8d GP Poorly graded gravels or gravel sand mixtures, little or no fines. Good Low � Lovv::�::. �ailing at edges of each sheet 1/2 & 5/8" thick 6" o/c max. lOd STRUCTURAL LOADING DESIGN CRITERIA: Group I Sw Well-graded sands, gravelly sands, little or no fines. Good Low...�..:::::::... Low:::::::�. Live Load REFERENCED STANDARDS ORGANIZATIONS SP Poorly-graded sands or gravelly sands, little or no fines. Good �. Lav��:�:�:�:���������������:�:�:���: �:�. Low ���:� At interior of each sheet space nails 10" o/c for 3/8" and 1/2" thick plywood Loads, psf Deflective A.C.I. American Concrete Institute DRAWING TITLE: GM Sil ravels ravel-sand-silt mixtures. Good :;;Meclium Low Location Live Dead Limit 2240 W. 7 Mile Rd., Box 19150, Redford Station SM Sil sand sand-silt mixtures. Good � �:�:��Iedium �����:�:I;aw ���� B. Sheathing shall be nailed as follows, except where shown otherwise: Detroit, MI 48219, Phone: (313) 532-2600. MATERIAL � GUIDE ��������� 1. Roof sheathing: 8d common at 6" o/c at all supported edges and at 12" o/c at interior supports. A.I.T.C. American Institute for Timber Construction GC Cla e ravels, ravel-sand-cla mixtures. Medium .:::�:�.. ��1VI��l7um L;o�v�:�.. lst Floor 40 15 L/360 SPECIFICATIONS SC Cla e sands sand-cla mixture. Medium..�.�:�:�:�:�:�:�:�.�. 1VI�d:i:um Lo�i�:�:���� 2. Floor sheathing: 8d common at 6" o/c at all supported edges and at 10" o/c at interior supports. � 333 W. Ham den Ave. En lewood CO 80110 y y , y . . 2nd Floor (sleeping) 30 10 L/360 p � g � ......... ........ 3. Nail wood sheathing direct to framing: lOd common at 6" o/c all panel edges and at 10" o/c at all interior studs. Phone: 303 761-3212. Group II Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or ������������������������ ���������������� 2nd Floor (non-sleeping) 40 10 L/360 � ) ........... ........ ML Mec�ium � . Higli��:�:�:�:�:�:�:�.�. Low C. All manufactured connection hardware designated on drawings shall be nailed in strict conformance to manufacturer's instructions. AA.S.T.M. American Societ for Testin and Materials clayey silts with slight plasticity. . . . Attic (no storage) 10 5 L/240 y � D. All steel connection assembly details on drawings shall be fabricated from ASTM A36 steel in conformance with applicable requirements of AISC 'Specification for the Attic li ht stora e 20 10 L/240 1916 Race St., Philadelphia, PA 19103 Phone: CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, ��edium �::�:�:�:1Vlediurri����:�:������ Medium design Fabrication and Erection of Structural Steel for Building'. Welding shall conform to AMS D1.1-86. � g g � * 215 299-5400. PNASE: Roof w/finished cl . 50 20 L/240 � ) silty clays, lean clays. to Low � g) E. Install lag screws in drilled lead holes with a diameter equal to 3/4 of the shank diameter (lag screws shall not be hammered in). Wax or soap lag screws. Provide washers * D.O.C. United States De artment of Commerce CONSTRUCTION DOCUMENTS CH Inor anic cla s of hi h lasticit fat cla s. Pot��r:�:.�. ��:�:�:��Vlec�iiam Hi h Roof(no finished clg.) 40 15 L/180 p Grou III ' under heads bearing on wood. Holes shall be properly aligned. National Institute of Standards Technolo p Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, ��� „ Decks 40 10 L/360 gY MH �:�:�..Poor����:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:������ Hi �1i�:�::�:� Hi h F. Bolt holes shall be drilled 1/16 larger than bolt diameter. Provide washers under all bolt heads and nuts bearing on wood. Holes shall be properly aligned. Gaithersburg, MD 20899 elastic silts. ..... � g � g � � *Roof live loads based on 50 sf round snow load w/ ..... .......... � � G. In no case shall misalignment be allowed which prevents proper bearing or alignment of inembers. Oversize holes shall not be allowed. Bolts shall be ASTM A307 bolts. P g .... ..... . OL Organic silts and organic silty clays of low plasticity. �����:�:�:�:�:�:�:�:�. ���::�:�PQor Me�rum Medium Nuts shall be tightened snug. reduction factors per ASCE 7 for sloped roofs. � � Group IV OH Organic clays of inedium to high plasticity, organic silts. A20 095 TOWNHOME ...... ........ . . . ... . . Pt Peat and other highly organic soils. �:::::: ::::::.. U�risatisfactory e ium i Assumed Safe Soil Bearing.......*2000 psf at min. DRAWN BY: DRAWING NO: 42 inches below finished grade ART a. The percolation rate for good drainage is over 4 inches per hour, medium drainage is:2.i.nches to 4:i�iches per hou:�;:�oor is less than 2 inches per hour. 3. INSTALLATIONS: *Value may be increased if site specific soil classification b. Soils with a low potential expansion typically have a plasticity index (PI) of 0 to 15;��sai�ls�:��vith a me�i�um potenti��:�Xpansion have a PI of 10 to 35 and soils with a high or load bearing test data is available. CNECKE� BY: ............ ..... potential expansion have a PI greater than 20. ������������ g p p XXX � :::::::::.. ::::: A. All stud walls shown on drawin s shall have studs laced at 16" o/c, exce t where shown otherwise B. Top plates shall be doubled on all stud walls. � � C. Cripples under headers shall be continuous to sole plate. �ATE: CONCRETE: D. Block all stud walls as required for sheathing. 02- I 6-202 I E. Beams irders and �oists su ortin bearin walls or other concentrated loads shall not be notched unless s ecified. Joists exce t as above ma be notched no dee er than TRU55 IDENTIFICATION 51GN: ' g ' � pp g g ' p ' p ' y p • Identification of floor and roof truss construction shall be rovided b si n or s mbol and shall be affixed to the exterior wall of the residential structure in com liance 1. All reinforced concrete shall be furnished and installed in accordanc�:�ith the current:�CI-318 "Buil.c��ri Code Re uirements for Reinforced Concrete". 1/6 the de th rovided such notch is located within 1/3 s an from face of su ort. Saw cuts for notches shall not overrun de th of notch. Holes in �oists beams and irders p y g y p � q p p p pp p � ' g with 19 NYCRR PART 1265. Residential Structures with Truss Type Construction, Pre-Engineered Wood Construction and/or Timber Construction. 2. In on-grade concrete slabs the welded wire fabric rei.n�o�rc:eii�erit.��when:z�t�uired) shall�:�b�e located rri�i��v��y in the slab thickness shall not be larger in diameter than 1/3 the depth of inember and shall be located within center half of the span. All holes shall be centered within depth of inember with a 3. All exterior concrete to be air - entrained. minimum of 2" lumber remaining above and below drill hole. Holes and notches in studs shall be located within 1/3 of height from either top or bottom, but no closer than 8" ... ..... 4. Provide concrete reinforcing bars.at.footing locat�ians where soil��i�s�:enginee���:.fili.�Bars shall be 2 no. 4 bars, at the bottom with a minimum of 3" concrete cover, unless from plates. Holes and notches in studs shall not exceed 1/4 of the stud width. Holes bored through studs may not exceed 40% of stud width and be no closer than 5/8" to 6" Diameter T e V Wood Frame Construction YP noted otherwise. Concrete:r:eii�forc���:bars are not:�i�equired at foot��rigs beariri�::o:n undisturbed soil with a bearing capacity of 2000 psf unless noted otherwise on the edge of stud. Based on section 602 of the IBC ............ ... . drawings. F. Joists, rafter, and decking shall not be cut and headed or displaced to provide for openings in roofs or floors, except as detailed on drawings. 5. Provisions must be takei���to protect all concrete wc�r��:from frost d��ii�ge with special��attention paid to footings and other on - grade construction prior to backfilling and G. Install all horizontal members with crown up. All beam and joist intersections to receive galvanized joist/beam hangers. Reflective red patone (PMS) #187 enclosing the buildirig:::�� H. All members in bearing shall be accurately cut and aligned so that full bearing is provided without use of shims. Bearing posts shall have full blocking or support under. 6. Anchor bolts shall coti�orm to ASTM A-307 aric��.shall�be���l��'��"���cliameter and 10" long unless otherwise noted (u.o.n.). Placement of anchor bolts shall be: 12" from plate end, I. All rafters shall be notched for full bearing at all supports unless otherwise specified. 6'-0" o.c. maximum��iriter.mediate spacing, miriiii�ium 2 bolts per bearing plate section. J. All joists shall have a minimum of 2" bearing at supports unless otherwise specified. 7. Provide 6 mil polyetl��l�ne vapor barrier membrane complying with ASTM D 2103 where indicated on drawings. K. All wood wall sheathing shall be applied as follows: center vertical joints over studs, Nail top of panels to double top plate, and nail bottom of panels to anchored sill plate. 2 Min. .... . Reflective white Apply gypsum board so that end joists of adjacent courses do not occur over the same stud. L. Plywood sub-floor and roof sheathing: Install with face grain at right angles to supports, continuous over two or more spans. Allow minimum space 1/16" between end joints and 1/8" at edge joints for expansion and contraction of panels. Plywood decking shall also be continuously glued and nailed to all joists, rafters or trusses. 1/4" � ............. � Sign for Wood Roofing Framing ONLY 1/2" Stroke Sign for Wood Floor and Wood Roofing Framing James Fahy Design NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K Rochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y R403.3.3 Duct testin� (Mandatory). Ducts shall be pressure R403.5 Service hot water systems. Energy conservation measures for R403.7 Equipment sizin� and efficiency ratin� (Mandatory). �Esi�N is A vio�ATioN oF coPYRi�HT �Aws. R402.2.4 Access hatches and doors. Access doors from conditioned R402.3 Fenestration (Prescriptive) In addition to the requirements of R402.4.1.3.1 Buildin�s with more than seven dwellin� CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE RES I D E N TIAL E N E RGY E F F I C I E N CY tested to determine air leakage by one of the following methods: service hot water systems shall be in accordance with Sections Heating and cooling equipment shall be sized in accor-dance with FOR CONSTRUCTION OF TFIESE PLANS. spaces to unconditioned spaces such as attics and crawl spaces shall be Section R402, fenestration shall comply with Sections R402.3.1 units. When the optional testing procedure authorized by Section 1. Rou h-in test: Total leaka e shall be measured with a ressure R403.5.1 and R403.5.4. ACCA Manual S based on buildin loads calculated in accordance 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE O Weatherstripped and insulated to a level equivalent to the insulation on throu h R402.3.5. R402.4.1.3 is used for a building with more than seven dwelling units, g g p g UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO g differential of 0.1 inch w. 25 Pa across the s stem includin R403.5.1 Heated water circulation and tem erature with ACCA Manual J or other a roved::.liea�i.n and coolin TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK the surroundin surfaces. Access shall be rovided to all e ui ment R402 3 1 -f r An r - i h r f f n r i n testing each testing unit shall not be required, and testing of sample , g� � � y ' g p pp g g STATE EDUCATION LAW, ARTICLE 1 45, SECTION R401.3 Certificate (Mandatory). A ermanent certificate shall be g p q p . U acto . a ea we g ted ave age o e est at o � � p _ the manufacturer s air handler enclosure if installed at the time of maintenance systems (Mandatory). Heated water circulation systems calculation methodologies. New o�.replac�erri�ri.t.heating and cooling 7209. that pre vents damaging or compressing the insulation. A products shall be permitted to satisfy the U-factor requirements. testing units selected in accordance with the provisions set forth below completed by the builder or other approved party and posted on a wall the test. All registers shall be taped or otherwise sealed during the shall be in accordance with Section R403.5.1.1. Heat trace temperature equipment shall have an efficiency:::rating equal:.to:.or greater than the wood-framed or equivalent baffle or retainer is required to be provided R402.3.2 Glazed fenestration SHGC. An area-wei hted in this Section 402.4.1.3.1 shall be permitted, when approved by the � in the space where the furnace is located, a utility room or an approved . . g test. maintenance systems shall be in accordance with Section R403.5.1.2. mini-mum required by federal l:a�:for the geograpliic location where when loose-fill insulation is installed the purpose of which is to avera e of fenestration roducts more than 50- ercent lazed shall be code official. 2. Post construction test: Total leaka e shall be measured with a Automatic controls tem erature sensors and um s shall be the e ui ment is installed. location inside the buildin Where located on an electrical anel the ' g p p g g� p ' revent the loose-fill insulation from s illin into the livin s ace rmi i h H r ir m n 1. Testing units shall be grouped into sample sets of not more than g ' p p p q p Copyright o2021 James Fahy, P.E., P.C. certificate shall not cover or obstruct the visibilit of the circuit p p g g P pe tted to sat sfy t e S GC equ e e ts. y pressure differential of 0.1 inch w.g. (25 Pa) across the entire accessible. Manual controls shall be readily accessible. All ri hts reserved. when the attic access is opened, and to provide a permanent means of D namic lazin shall be ermitted to satis the SHGC seven testing units and common rooms in each sample set. Each , 9 directory label, service disconnect label or other required labels. The y g g p �' s stem, includin the manufacturer s air handler enclosure. R403.5.1.1 Circulation systems. Heated water R403.8 System�.:sei�i:�i�:iii:pltiple d�e�lin� units (Mandatory). maintainin the installed R-value of the loose-fill insulation. r ir m n f T 1 R402 1 2 r i h r i f h hi h r sample set shall contain testing units that are representative of all y g certificate shall list the redominant R-values of insulation installed in g equ e e ts o ab e . . p ov ded t e at o o t e g e to � � � S. stems serviri: :multi le d�e�l.in units:s�all com 1 with the Section p . Registers shall be taped or otherwise sealed during the test. circulation systems shall be provided with a circulation pump. The Y � P g P Y Exception: Vertical doors that provide access from conditioned lower labeled SHGC is greater than or equal to 2.4 and the dynamic dwelling unit types and all other conditioned occupied spaces. or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace � Exceptions: system return pipe shall be a dedicated return pipe or a cold water ��:�403 and C404:of the Energy::Canservation:Construction Code of to unconditioned spaces shall be permitted to meet the fenestration lazin is automaticall controlled to modulate the amount of solar 2. If all testing units in the first sample set tested are verified as wall and floor) and ducts outside conditioned spaces; U-factors for g g y 1. A duct air leakage test shall not be required where the ducts and air supply pipe. Gravity and thermosyphon circulation systems shall be New.York Stat�;;- Commercial;P�oyisions�iristead of Section R403 REVISIONS: requirements of Table R402.1.2 based on the applicable climate zone gain into the space in multiple steps. Dynamic glazing shall be having an air leakage rate not exceeding 0.3 cubic feet per minute fenestration and the solar heat gain coefficient (SHGC) of fenestration, handlers are located entirely within the building thermal envelope. prohibited. Controls for circulating hot water system pumps shall start s ecified in Cha ter 3. _ er s uare foot of enclosure surface area within the testin area, NO. DATE BY DESCRIPTION and the results from an re uired duct s stem and buildin envelo e p p considered separately from other fenestration, and area weighted p q g 2. a duct air-leaka e test shall not be re uired for ducts servin heat or the um based on the identification of a demand for hot water within R403:9:Snow m�elt:and ice s :s�em� e�i:ntrols (Mandatory). Snow- Y q Y g P . . . . . g q g P P _, ...Y �„ avera in with other fenestration that is not d namic lazin shall be remaining sample sets shall be permitted to be tested at the rate of air leakage testing done ��the ildin . Where there is more than one g g y g g energy recovery ventilators that are not integrated with ducts serving the occupancy. The controls shall automatically turn off the pump and ice=i�ielting systeiiis;:supplied tlii�ough energy ser-vice to the e �o�l r�la e R402.2.5 Mass walls. Mass walls where used as a com onent of the prohibited one testing unit per sample set. �� :::buildin s�i�l�.include automatic cori r ls ca able of shuttin off the value for each componen'f, t�ie cer��icate shall list the value covering P heating or cooling systems when the water in the circulation loop is at the desired temperature arid:: g� . t�� P g the lar est area. The certificate shall list the es and efficiencies of building thermal envelope shall be one of the following: Exception: Dynamic glazing is not required to comply with this 3. If any testing unit tested in accordance with paragraph 2 above is when there is no demand for hot water. system wheri:t�e pavement.temp.er�ture is above 50°F (10°C), and no g �p not verified as havin an air leaka e rate not exceedin 0.3 cubic 1.Above- round walls of concrete block, concrete, insulated section when both the lower and higher labeled SHGC already comply g g g r�ci itation `is:�allin arit�:��:automatic or manual control that will ...... heating, cooling and service water heating equipment. Where a g . . . . . A written report of the results of the test shall be signed by the party R403.5.1.2 Heat trace systems. Electric heat trace :.:.:.:.:.:..... ..................�::.........�......... ... feet er minute er s uare foot of enclosure surface area within � g � as-fired unvented room electric heater is heater electric furnace or concrete form, masonry cavity, brick but not brick veneer, adobe, with the requirements of Table R402.1.1. P P q � a1Tow shutoff wlien the outdoor tem erature is above 40°F 4.8°C g , . . conducting the test and provided to the code official. systems shall comply with IEEE 515.1 or UL 515. Controls for sucl�:.:.:.:.:.:.:.:.:.:.:.:.:.:.::: P ( )� « compressed earth block rammed earth solid timber or solid logs. R402.3.3 Glazed fenestration exemption. Up to 15 square feet the testing area, two additional testing units in the sample set shall � baseboard installed in the residence, the certificate shall list gas-fired � � systems shall automatically adjust the energy input to:kk��::l�e�t:tracing 2. An wall havin a heat ca aci reater than or e ual to 1.4 m2 of lazed fenestration er dwellin unit shall be ermitted to be tested. R403.3.4 Duct leaka�e (Prescriptive). The total leaka e of the � � � � � R403��:0 Pools and permanent spa ener�y consumption unvented room heater," "electric furnace" or "baseboard electric Y g p tY g q � � g p g p g to maintain the desired water tem erature in the i �ri� in accctrc��nce 6 Btu/ft2 °F (123 kJ/m2 K). be exem t from U-factor and SHGC re uirements in Section R402.1.2. 4. If any testing unit tested in accordance with paragraph 3 above is ducts where measured in accordance with Section R403.3.3 shall be p � � g (M:a�+datory). The ener consum tion of ools and ermanent s as heater," as appropriate. An efficiency shall not be listed for gas-fired p q > > with the times when heated water is used in the o��u anc gy p p p p not verified as havin an air leaka e rate not exceedin 0.3 cubic p y� � � unvented room heaters, electric furnaces or electric baseboard heaters. This exemption shall not apply to the U-factor alternative approach in g g g as follows: �� shall be in accordance with Sections R403.10.1 through R403.10.4. R403.5.2 Demand reci.rcula�tion s stems::A watEr::t�istributt:o:i� R402.2.6 Steel-frame ceilin�s, walls and floors. Steel-frame Section R402.1.4 and the Total UA alternative in Section R402.1.5. feet per minute per square foot of enclosure surface area within 1. Rou h-in test: The total leaka e shall be less than or e ual to 4 � y R403.10.1 He;�ters. The electric power to heaters shall be g g q system having one or mare:r�cireul:ati:ori:.:pumps tha.t.pu�iip water fro�i: SECTION R402 ceilings, walls, and floors shall comply with the insulation R402.3.4 Opaque door exemption. One side-hinged opaque the testing area, all testing units in the sample set shall be tested, cubic feet er minute 113.3 L/min er 100 s uare feet controlled by a readily:a��essible on-off switch that is an integral part p � � p q a heated water suppl�::�ipe back to the lieat�d.water::source througli:a: requirements of Table R402.2.6 or the U-factor requirements of Table door assembl u to 24 s uare feet 2.22 m2 in area is exem ted from and all testing units in the subsequent sample set, if any, shall be of the heater mou t� ori e exterior of the heater or external to and BUILDING THERMAL ENVELOPE Y P q ( ) P (9.29 m2 of conditioned floor area where the air handler is �.��t� �1�. � R402.1.4. The calculation of the U-factor for a steel-frame envelo e tested. � cold water supply.:}�i:�ie shall be a demand r��irculatioii:water.systertl. p the U-factor requirement in Section R402.1.4. This exemption shall installed at the time of the test. Where the air handler is not � � �� �� within 3 feet (914 �iim) of t�e.heater. Operation of such switch shall R402.1 General Prescri tive . The buildin thermal envelo e shall Pumps shall have con�rols that comply witli:�ioth of the�a�1o�Virig: � p � g p assembly shall use a series-parallel path calculation method. not apply to the U-factor alternative approach in Section R402.1.4 and 5. If all testing units in the sample set tested in accordance with installed at the time of the test the total leaka e shall be less than not change.t�i�e set-t�ri of th�heater thermostat. Such switches shall be g 1. The control slia��::s�art the um u on rec:exvin a si nal from the �� meet the requirements of Sections R402.1.1 through R402.1.5. � ara ra h 4 above are verified as havin an air leaka e rate not �� p p p g g � � the total UA alternative in Section R402.1.5. P g P g g or e ual to 3 cubic feet er minute 85 L/min er 100 s uare feet � � � in additiari to a:circ.uit iireaker for the power to the heater. Gas-fired Exceptions• R402.2.7 Walls with partial structural sheathin�. . q p � ) p q action of a user o�:�:��xture or appliance;:.se�sing the presence of a 402.3.5 Sunroom fenestration. Sunrooms enclosing exceeding 0.3 cubic feet per minute per square foot of enclosure 9.29 m2 of conditioned floor area. heater:s:sl�a�1 �iot be:equipped with continuously burning ignition pilots. 1. The following low-energy buildings, or portions thereof, separated Where Section R402.1.2 requires continuous insulation on exterior � ) user of a fixture or s:erising the flow of k�t�t::or tempered water to a conditioned space shall meet the fenestration requirements of this code. surface area within the testing area, subsequent sample sets shall 2. Post construction test: Total leaka e shall be less than or e ual to �R403:�0:� Time switches. Time switches or other control from the remainder of the building by building thermal envelope walls and structural sheathing covers 40 percent or less of the gross g q fix-ture fitting or appli�r�ce. Exception: For sunrooms with thermal isolation and be permitted to be tested in accordance with paragraph 2 above, 4 cubic feet er minute 113.3 L/min er 100 s uare feet methods:that can automaticall turn off and on accordin to a reset assemblies complying with this section shall be exempt from the area of all exterior walls, the continuous insulation R-value shall be p � � p q 2. Th.e control shall limit�he::temperatur�of the water entering the y g p enclosing conditioned space in Climate Zones 2 through 8, the where approved by the code official. 9.29 m2 of conditioned floor area. � � o o . schedu�:e::ahall be installed for heaters and pump motors. Heaters and building thermal envelope provisions of Section R402 permitted to be reduced by an amount necessary to result in a � � col:d water piping to 104 F:.(�{}..��:::: . . 1.1 Those with a peak design rate of energy usage less than 3.4 � g maximum fenestration U-factor shall be 0.45 and the maximum ����� ����..�.�:.��.�. � ������� pump motors that have built-in time switches shall be in compliance consistent total sheathin thickness, but not more than R-3, on areas of ��I��4�03.5.3 Hot water pipe�:i�nsulation (Prescriptive). Insulatior��::�:�.. ��� skylight U-factor shall be 0.70. � ������ � � � � � ��� �����:�:�with this section. Btu/h � ft2 (10.7 W/m2) or 1.0 watt/ft2 of floor area for the walls covered by structural sheathing. This reduction shall not R402.4.2 Fireplaces.New wood-burning fireplaces shall have . for hot��yater pipe with a minimum thermal resistance (R-value):of R-3�:����� . New fenestration separating the sunroom with thermal isolation � � R403.3.5 Buildin� cavities (Mandatory). Building framing �.�:�:�.�.. ������� �......::����� Exceptions• space-conditioning purposes. apply to the U-factor alternative approach in Section R402.1.4 and the tight-fitting flue dampers or tight-fitting doors and outdoor combustion �.�.. shall be a�iplied to the following: from conditioned s ace shall meet the buildin thermal envelo e cavities shall not be used as ducts or plenums. 1. Where public health standards require 24-hour pump 1.2 Those that do not contain conditioned space. total UA alternative in Section R402.1.5. p g p air. Where using tight-fitting doors on a factory-built fireplace listed �::.::�:;:.:......Pipiri:g.:inch (19.1 mm) and larger in nominal 3/4 diameter,... ������:�:�:::.::�:������� requirements of this code. and labeled in accordance with UL 127 the doors shall be tested and ���z�:��:�:�:�:�:��:i��.iri��:���:s:ervin more than one dwellin unit. � � operation. 2. Lo homes desi ned in accordance with ICC 400 � � � (NY)R403.3.6 Ducts buried within ceilin�insulation.Where su ��l:::aiiel... 1?... �.... g g g g R402.2.8 Floors. Floor framing-cavity insulation shall be installed to ����'�'�' � � .. 2. Pumps that operate solar- and waste-heat recovery pool listed for the fireplace return air ducts are partially or completely buried in ceiling irisi�l��txon, s:u��:��d�ucts���:�:�:�:�:�:�:�.. 3. �P��p:i�i�g:�l:c�cated outside the conditioned space.�� ���� maintain permanent contact with the underside of the subfloor decking. R402.4 Air Leaka�e (Mandatory) The building thermal envelope � heating systems. R402.1.1 Vapor retarder. Wall assemblies in the building thermal shall com 1 with all of the followin : 4. Pi iri����:f�om the water heater to a distr.i.bu��i:on.-r�ian��=fold�:� Exce tion: The floor framin -cavi insulation shall be shall be constructed to limit air leakage in accordance with the R402.4.3 Fenestration air leaka e. Windows s li hts and p y g p g ������ � envelo e shall com 1 with the va or retarder re uirements of Section p g � � � �' g R403.10.3 Covers. Outdoor heated pools and outdoor heated p p y p q 1. The supply and return ducts shall ha�e an insulation ����� 5. Piping 1;���ted under a floor slab. �:�:�.�:�:��� ermitted to be in contact with the to side of sheathin or continuous requirements of Sections R402.4.1 through R402.4.5 slidin lass doors shall have an air infiltration rate of not reater than R702.7 of the Residential Code of New York State or Section 1405.3 p p g g g g �:�:�:�:�:6. Buried iri�����i in . � .... � permanent spas shall be equipped with a vapor-retardant pool cover or insulation installed on the bottom side of floor framing where R402.4.1 Buildin� thermal envelope. The building thermal 0.3 cfin er s uare foot 1.5 L/s/m2 and for swin in doors no more R-value not less than R-8. ....�.p g .. .. � other a roved va or-retardant means. Outdoor heated ools and of the Building Code of New York State as applicable p q � � g g 2 A 11 in 1 n h h m f h iliii����:iri. 1 i n R-Va�ue. in ������:7�:�� Su 1 .�:�ar�el�return i in in recirculatio�n.s stems other than pp p p combined with insulation that meets or exceeds the minimum wood envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The than 0.5 cfin er s uare foot 2.6 L/s/m2 when tested accordin to � t a po ts a o g eac duct,t e su o t e ce g su at o aga st pp v p p g.... y P q � )� g � �������� � � ������� outdoor heated permanent spas heated to more than 90 degrees F (32 lin m h n i imil r m ri 1 h 11 11 f r and above the top of the duct, and against a�id�:�ielo�v��t�ie:�bottom of�tl�e.:�uct, demarid���recirculation s��steins. ��� R402.1.2 Insulation and fenestration criteria. The buildin thermal frame wall R-value in Table 402.1.2 and that extends from the bottom sea g et ods betwee d ss a ate a s s a a ow o NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 b an accredited � � � g y ' shall be not less than R=:i9,excluding the:R-oalue of tlie�:duet insulation�:�:�:�:�:�. R403.5.4 Dr�i.� wa���er.h�a����recove units. Drain water heat degrees C) shall have a pool cover with a minimum insulation value of envelope shall meet the requirements of Table R402.1.2, based on the to the top of all perimeter floor framing members. differential expansion and contraction. independent laboratory and listed and labeled by the manufacturer. � R-12. R402.4.11 Installation. The com onents of the buildin R403.3:��:L�:�E�ffective R-valt�e�:Qf deepl_y��i���ie�d,��:ducts. Wliere:���:��� recovery units shall coin,ply�with CSz� B55.2. Drain water heat climate zone specified in Chapter 3. P g Exception: Site-built windows, skylights and doors. usin a simulated..�i,er��:���� erformance an�l��:sts, sec�i�n�s��of d:u:ets:�:�that are:�� Exception: Where more than 60 percent of the energy used for R402.2.9 Basement walls. Walls associated with conditioned thermal envelope as indicated in Table R402.4.1.1 shall be installed in g �������' p ���'� recovery�units sha�l��.be tested iri�:accordance with CSA B55.1. Potable installed in accordai3ce���v�th Section R403.3.�; locate�:���irectly on;:pr:r�i�hin 5.5 heatin an outdoor heated ool or outdoor heated ermanent s a is R402.1.3 R-value computation. Insulation material used in la ers, basements shall be insulated from the to of the basement wall down � ' � � � � � R402.4.4 Rooms containin fuel-burnin a liances. In � �.�:�:�::�:��:������� � � . ���������� � ������������������ � water-side����.�r�:ssure��lass of'�:clr�ain water heat recove units shall be less g P P P Y p accordance with the manufacturer s instructions and the criteria listed � � UU mches (140..mm). of the ce�lmg, surrounded w�t�.�.�blown-m am� �nsulat�on ����� � from site-recovered ener or solar ener source covers or other .. gY gY � such as framing cavity insulation, or continuous insulation shall be to 10 feet (3048 mm) below grade or to the basement floor, whichever in Table R402.4.1.1 as a licable to the method of construction. Climate Zones 3 throu h 8, where o en combustion air ducts rovide havin an R-val�e.of R-30 or rea�er:�and located si�cli:�that the to���:of the duct is than 3 ps� (2Q�;�7�.kPa) for individual units connected to one or two � � � � � � � . ' pp . . . . . g . p p g ��������� g ����������� v r-retardant means shall not be r ired. �.. summed to com ute the corres ondin com onent R-value. The is less. Walls associated with unconditioned basements shall meet this Where re uired b the code official an a roved third art shall combustion air to o en combustion fuel burnin a liances the not less thari��3�_5:�:�inches (89.�rii�i)::b�eiow the top�:�:o�'�:�:th.e..i�su�l�ation, shall be shov�e��a�:���:Potatile.water=side ressure loss of drain water heat recove apo equ� P P g P q Y � PP P Y P g PP � . � � � � � � � � � � � � � � � � considered as haviii'�'�:an eff�tiv:e:�liict insulation R-va��e.�:p��R:�25. �� ��� ���� ���� manufacturer s settled R-value shall be used for blown insulation. requirement unless the floor overhead is insulated in accordance with inspect all components and verify compliance. appliances and combustion air opening shall be located outside the ��������� � ��� .. � ����� uni�s shall lie.��eaa�:than 2 psi (13.8 kPa) for individual units connected R403.11 Portable spas (Mandatory). The energy consumption of Computed R-values shall not include an R-value for other building Sections R402.1.2 and R402.2.8. R402.4.1.2 Testin�. The buildin or dwellin unit shall buildin thermal envelo e or enclosed in a room, isolated from inside R403.3.7����D:ucis�:�:�l:ocated in conditioned space• For ducts to be �::.:�o tl��ee or rrio�'e. showers. _ g g g p considered as inside a�:�orcditioned space, such ducts shall comply with either of electric powered portable spas shall be controlled by the requirements materials or air films. Where insulated siding is used for the purpose of be tested and verified as having an air leakage rate not exceeding three the thermal envelope. Such rooms shall be sealed and insu-lated in the followin : of APSP-14. R402.2.10 Slab-on-�rade floors. Slab-on-grade floors with a floor g R4Q3.6 1V�ech�anical ventilation (Mandatory). The buildin shall be complying with the continuous insulation requirements of Table air changes per hour. Testing shall be conducted in accordance with accordance with the envelope requirements of Table R402.1.2, where 1. The duct s stem sliall�:b:e:�located com letel within the continuous�air barrier g R402.1.2 the manufacturer's labeled R-value for insulated sidin shall surface less than 12 inches (305 mm) below grade shall be insulated in ASTM E 779 or ASTM E 1827 and re orted at a ressure of 0.2 inch the walls floors and ceilin s shall meet not less than the basement wall � p y �. provi�cled�with ventilation that complies with the requirements of the R403.12 Residential pools and permanent residential spas. .. , g P P � g and within the building:t�Zermal envelope. accordance with Table R402.1.2. The insulation shall extend ��:�:�:�.Residential Code o New York State or Mechanical Code o New York Residential swimmin ools and ermanent residential s as that are f f R-value re uirement. The door into the room shall be full asketed g P P P be reduced by R-0.6. w.g. (50 Pascals). Testing shall be performed at any time after creation q Y g �::::::::2:::.:.. The ducts shall be buried:�yvithin ceiling insulation in accordance.�vith��S�etion � downward from the top of the slab on the outside or inside of the � � � �������������� ����� �State or New York City Con- struction Code, as applicable, or with accessory to detached one and two-family dwellings and townhouses of all penetrations of the building thermal envelope. and any water lines and ducts in the room insulated in accordance with:�:�:�:�:�:���������������������:���� R4033.6 and all of the follo�ving conditions shall eXist: R402.1.4 U-factor alternative. An assembly with a U-factor equal to foundation wall. Insulation located below rade shall be extended the other a roved means of ventilation. Outdoor air intakes and exhausts hr ri r 1 in h i h r 1 n n h r il 1 g t ee sto es o ess e t above ade a e a d t at a e ava ab e . . . . During testing: Section R403. The combustion air duct shall be insu-lated where it ::::::��� 2.1 The air handler is located completely within the:cori�t�uous air�:barrier::.. pp g g p or less than that specified in Table R402.1.4 shall be permitted as an distance pro-vided in Table R402.1.2 by any combination of vertical � shall have automatic or ravi dam ers that close when the ventilation nl h h h 1 n i h 11 in r n i h . . . 1. Exterior windows and doors, fireplace and stove doors shall be passes through conditioned space to a mini-mum of R-8. �:�:�:�:�:. ari�l:�vitli�ii:the building thermal envelope. �:�:�:� ��������������� tY P o y to ouse o d a d ts guests s a be acco da ce w t ... g te alternative to the R-value in Table R402.1.2. � � � � � � � �������� ���� � � insulation, insulation extending under the slab or insulation extending closed, but not sealed, beyond the intended weather-stripping or Exce tions: ���:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:������������������ ���:��. ����������������������� . ��� sy stem is not operating. APSP-15a. p 2�:2�:`�'i�e duct leakage, as measured either by a rough=in test�of tlie�:ducts or a out from the building. Insulation extending away from the building �� ��� �� � �������� �� � R403.6.1 Whole-house mechanical ventilation system fan efficacy ......... R402.1.5 Total UA alternative. If the total building thermal envelope . other infiltration control measures. 1. Direct vent appliances with both intake and exhau�t:.p:����::.... ������ post-cons�iiction total system leakage test to outside the build��g thermal envelope shall be protected by pavement or by not less than 10 inches (254 mm) � � ���� . SECTION R404 UA (sum of U-factor times assembly area) is less than or equal to the 2. Dampers including exhaust, intake, makeup air, backdraft and installed continuous to the outside. in acco.�dai�ce with Section R4033.4,is less than or equal to 1:5�:cubic feet per Fans used to provide whole-house mechani- cal ventilation shall of soil. The to ed e of the insulation installed between the exterior 2 ELECTRICAL POWER AND LIGHTING SYSTEMS total UA resulting from using the U-factors in Table R402.1.4 p g flue dampers shall be closed, but not sealed beyond intended 2. Fireplaces and stoves complying with Section�:���02.4.2 anck�:�:�:�������� �:�:�:�:�rii�iiiut�:���2.5 L/min)per l00 square feet(9.29 m )of conditioned.floor area served meet the efficacy requirements of Table R403.6.1. wall and the edge of the interior slab shall be permitted to be cut at a ��� y�� � y Ex i n• h r n ir h n 1 r h i in r 1 n listed P (multiplied by the same assembly area as in the proposed building), the . infiltration control measures. Section R1006 of the International Residential:Code. ...:::::�:�������� :_. ��� ��b���tiie duct s stem. cept o . W e e a a a d e t at s teg a to tested a d R404.1 Li�htin� equipment (Mandatory). Not less than 90 ercent 45-degree (0.79 rad) angle away from the exterior wall. Slab-edge 3. Interior doors where installed at the time of the test shall be 2.3 The ceilin insulation R-value installed a ainst and above the insulated of the ermanentl installed li htin fixtures shall contain onl building shall be considered in compliance with Table R402.1.2. The , , �������� ��� :������������ �����:�:�:�:: g g HVAC equipment is used to provide whole-house mechanical P Y g g Y insulation is not required in jurisdictions designated by the code R402.4.5 Recessed li�htin�. R���ss.ed lumiri�i���:iristalled in.�:�:�:�:::� UA calculation shall be done using a method consistent with the open. duct is greater than or equal to the proposed ceiling insulation R-value,less the ventilation, the air handler shall be powered by an electronically high-efficacy lamps. official as having a very heavy termite infestation. � the building thermal envelope shal.l:ki��:�s����t�:��.o limit�:ai�r:leakage � R-value of the insulation on the duct. R404.1.1 Li htin e ui ment Mandato . Fuel as li htin ASHRAE Handbook of Fundamentals and shall include the thermal 4. Exterior doors for continuous ventilation sy stems and heat �.�.�:.�.�.� ����������� ����������� commutated motor. � � q p ( rY) g g g between conditioned and unconditioned spa�c:es::�All recess:�:cl:�:�:�:�:�:�:�:�:�:�:�:�:������� bridging effects of framing materials. The SHGC requirements shall be R402.2.11 Crawl space walls. As an alternative to insulating floors recovery ventilators shall be closed and sealed. . . � ���� . � ��� systems shall not have continuously burning pilot lights. luminaires shall be IGrated:�:�nd�:�la�:eled as havirig:�n air leakage��rate met in addition to UA compliance. over crawl s aces crawl s ace walls shall be ermitted to be insulated 5. Heating and cooling systems,where installed at the time of the � �� � ���� R403.4 Mechanical system pipin� insulation (Mandatory). TABLE R403.6.1 p � p p not more than 2.0 cfm 0;�9��4���L;�s:.�:�hen tested iri:�a:c:cordance with � � when the crawl s ace is not vented to the outdoors. Crawl s ace wall test shall be turned of£ �������� �������� �������� Mechanical system piping capable of m MECHAN ICAL VENTILATION SYSTEM FAN EFFICACY R402.2 S ecific insulation re uirements Prescri tive . In addition p p � � � ASTM E 283 at a 1.;5�7 psf(75 Pa)��p�essure differei�t�i�a�;.All recessed � U q � U ) • 6. Supply and return registers,where installed at the time of the test, ••• carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be FAN LOCATION AIR FLOW RATE MINIMUM AIR FLOW insulation shall be permanently fastened to the wall and extend luminaires shall be��eal��c� with a asi�:et�:or caulk betvveen the housin � � � nn�N�nnunn EFF�cACY �,TE nn,o,x�nnunn to the requirements of Section R402.1, insulation shall meet the shall be fully open. . ��������� g .��������� g insulated to a minimum of R-3. downward from the floor to the finished grade level and then vertically and the interior wall oi�:eei.lin coveriri ����� (cFnn) (cFnnn�vATT) (cFnn) specific requirements of Sections R402.2.1 through R402.2.13. g ��'�������������� R403.4.1 Protection of pipin� insulation. Pi in insulation and/or horizontally for at least an additional 24 inches (610 mm). p g HRV or ERV �Y 1.2 cfm/watt Any Where required by the code official testing shall be conducted ���������������������������� � ������������� ����������������� ex osed to weather shall be rotected from dama e includin that PRo�ECT: R402.2.1 Ceilin�s with attic spaces. Where Section R402.1.2 would Exposed earth in unvented crawl space foundations shall be covered � �.�:R402�:�:±S:�Tenant�sep:��ration walls���(Mandatory). Fire p p g ' g Range hoods Any 2.8 cfm/watt Any by an approved third party. A written report of the results of the test ���� � � ��� � � caused b sunli ht moisture e ui ment maintenance and wind, and require R-38 insulation in the ceiling, installing R-30 over 100 percent with a continuous Class I vapor retarder in accordance with the The sep�ratrons bet����.dwellii�g:ii�ts in two-family dwellings and Y g > > q P shall be prepared and signed by the party conducting the test and �:�:�:�:�:�::�:�. � ����������� ��� shall rovide shieldin from solar radiation that can cause de radation In-line fan Any 2.8 cfm/watt Any �A��ST�N AV�N U� of the ceiling area requiring insulation shall be deemed to satisfy the Building Code of New York State or Residential Code of New York mi;ilt��ple single:=faria�ly.dwelliri�s:(:townhouses) shall be insulated to no P g g provided to the code official. The written report shall include: �� ::::::. ������ � � of the material. Adhesive ta e shall not be ermitted. Bathroom, utility room 10 1.4 cfm/watt < 90 �J-U N�T T�wN N�M E requirement for R-38 wherever the full height of uncompressed R-30 State as applicable. Joints of the vapor retarder shall overlap by 6 less�:�t�an R-:��O��and��kiE:�:�valls shal�l be air sealed in accordance with P P 1. the name and place of business of the party conducting the test;���::::::::::::::::... , � y ������� ���I��� ��, insulation extends over the wall top plate at the eaves. Similarly, inches (153 mm) and be sealed or taped. The edges of the vapor Section ��Q�.4. of tkii:s:�:e�:apter. Bathroom utili room 90 2.8 cfm/watt An where Section R402.1.2 would require R-49 insulation in the ceiling, retarder shall extend at least 6 inches (153 mm) up the stem wall and 2. the address of the building which was tested; � installing R-38 over 100 percent of the ceiling area requiring insulation shall be attached to the stem wall. 3. the conditioned floor area of dwelling, calculated in accordance R402.�5:���xim.u�rii:�:�fenestration U-factor and SHGC (Mandatory). For SL 1 cfm-2g.3 Umin. with ANSI Z65 except that conditioned floor area shall include . shall be deemed to satisfy the requirement for R-49 insulation � ��:�:�:�:��`he area�w�iglite�i�average maximum fenestration U-factor permitted R402.2.12 Masonry veneer. Insulation shall not be required on the areas where the ceiling h,eight is less than 5 feet (1524 mm)� wherever the full height of uncompressed R-38 insulation extends over . ...:. . . � . �usiiig tradeoffs from Section R402.1.5 or R405 shall be 0.48 in horizontal portion of the foundation that supports a masonry veneer. 4. measurement of the�:a�ir��volui�ie:�lost at an internal pressurization the wall top plate at the eaves. This reduction shall not apply to the ��� � C�iiiiate Zones 4 and 5 and 0.40 in Cli-mate Zones 6 through 8 for U-factor alternative a roach in Section R402.1.4 and the total UA of 0.2 inches w.g����(SO.Pascals); ����: :. pp R402.2.13 Sunroom insulation. Sunrooms enclosing conditioned . ��itii�cal fenestration, and 0.75 in Climate Zones 4 through 8 for 5. the date(s) of tlie test'������ alternative in Section R402.1.5. space shall meet the insulation requirements of this code. . ' ���������������������������������skylights. The area-weighted average maximum fenestration SHGC TAB�E R402.4.1.1 6. a certification by th�:�arty coriduct�rig the test of the accuracy of������:�:: :�:�:�:�:�:�:�:�:����� � � � AIR BARRIER AND INSULATION INSTALLATION a Exception: For sunrooms with thermal isolation and enclosing �.�.�. �.�.�. ������ perm sing tra itte u e-o s rom Section R405 in C imate Zones 1 R402.2.2 Ceilin�s without attic spaces• Where Section R402.1.2 . . ' the test results��:�:and ���:�:�:�.. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA conditioned space, the following exceptions to the insulation . '��� ����� ������ �������� through 3 shall be 0.50. Cu ENT: requires insulation R-values greater than R-30 in the ceiling and the . 7. the signature o�:�the party�:�o�ri�iuc�i�r�g the test. .::�����:�:: A continuous air barrier shall be installed in the desi n of the roof/ceilin assembl does not allow sufficient s ace for requirements ofthis code shall apply: g p �������� ��� g g Y P . . . �����������: :�:�:�:������ �:::�:�:�:�.�.� buildin envelo e. 1. The minimum ceiling insulation R-values shall be R-19 in R402.4.1.3��O�ition:a��:�testin��:�proced�ure for��b�wildin�s � Air-permeable insulation shall not be used as a the required insulation, the minimum required insulation R-value for � �� --� -- - � ,;;, General requirements The exteriar thermal envelope conta�ns a continuous such roof/ ceiling assemblies shall be R-30. Insulation shall extend Climate Zones 1 through 4 and R-24 in Climate Zones 5 through with two or more dwellin� units within th.e bui:�clin� therrii:al SECTION R403 airbarrier. sealing material. �A�TN��cJ, ��C over the top of the wall plate to the outer edge of such plate and shall g� . . envelope. Where two or more dwel�i:n� units are:located within the SYSTEMS Breaks or joints in the air barrier shall be sealed. 2. The minimum wall R-value shall be R-13 in all cli-mate zones. not be compressed. This reduction of insulation from the requirements . building thermal envelope of a b.uilding;:�he testi.i�g pro:cedure The air barrier in any dropped ceiling/soffit shall be 2 Walls se aratin a sunroom with a thermal isolation from R403.1 Controls (Mandatory). At least one thermostat shall be of Section R402.1.2 shall be limited to 500 square feet (46 m ) or 20 p g specified in this Section R402.4.�:�;�3 shall �ie.perriiizted as an alternative aligned with the insulation and any gaps in the air conditioned s ace shall meet the buildin thermal envelo e ���� � �� �� � provided for each separate heating and cooling system. Ce� The insulation in any dropped ceiling/sof�it shall percent of the total insulated ceiling area, whichever is less. This . p g p �:�t:o compliance with Secxiori R402.4�:3.2. g/attic barrier shall be sealed. be aligned with the air barrier. reduction shall not apply to the U factor alternative approach in requirements of this code. R403.1.1 Pro�rammable thermostat. The thermostat Access openings,drop down stairs ar knee wall doors Section R402.1.4 and the Total UA alternative in Section R402.1.5. :�:�:�:�:��ri this Section R402.4.1:3, each��dwelling unit and each other controlling the primary heating or cooling system of the dwelling unit to unconditioned attic spaces shall be sealed. _ �c:o:i�d���zoned occupied space lo:eated�:�vvithin the building thermal shall be capable of controlling the heating and cooling system on a Ca�ities within corners and headers of frame walls R402.2.3 Eave baffle. For air permeable insulations in vented attics, a ���� � ������ ��� ����� « � � » dail schedule to maintain differ-ent tem erature set oints at different The junction of the foundation and sill plate shall be shall be insulated by completely filling the envel�op�:Qf the building shall:b:E:��referred to as a testing unit, and the y p p sealed. baffle shall be installed adjacent to soffit and eave vents. Baffles shall « » times of the da This thermostat shall include the ca abili to set cavity with a material having a thermal enclosur�:�:�urface area withi�n a testing unit shall be equal to the sum y� p �' Walls The junction of the top plate and the top of exterior resistance of R-3 er inch minimum. maintain an opening equal or greater than the size of the vent. The �������� . . .. � � p �:::�:�of the areas:�:o:f(i) each exterior wall in such testing unit, (ii) each back or temporarily operate the system to maintain zone temperatures walls shall be sealed. EXterior thermal envelo e insulation for framed . baffle shall extend over the top of the attic insulation. The baffle shall :.�� . ������ . . . ... p �r�Aw�NG T�T�E� ���:�:i�r��:erior wa11�:�i:i��:sizc�i���testing unit that abuts other testing unit(s), (iii) down to 55°F (13°C) or up to 85°F (29°C). The thermostat shall Knee walls shall be sealed. walls shall be installed in substantial contact be permitted to be any solid material. ������ ������������ initiall be ro rammed b the manufacturer with a heatin e�c1�:�:ceiling �i������ueh testing unit that abuts other testing unit(s) or abuts y p g y g and continuous ali nment with the air barrier. 20 20 ECCCNYS REQU I REM ENTS uricnnelitioned space, and (iv) each floor in such testing unit that abuts temperature set point no higher than 70°F (21°C) and a cooling Windows skylights and doors The space between window/door jambs and framing, other�:�e��ing unit(s) or abuts unconditioned space. temperature set point no lower than 78°F (26°C). ' and skylights and framing shall be sealed. ...... � R403.1.2 Heat pump supplementary heat (Mandatory). Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Each testing unit shall be tested and verified as having an air Heat pumps having supplementary electric-resistance heat shall have Floor framing cavity insulation shall be installed �. leakage rate not exceeding 0.3 cubic feet per minute per square foot of controls that, except during defrost, prevent supplemental heat to maintain permanent contact with the underside TABLE R4o2.1.2 of subfloor decking, or floor framing cavity PNASE: INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa �� eriCIOSUT'e SUT'faCe aT'ea Wlthlri the teStlrig aT'ea. TeStlrig Shall be OpeT'atlOri Wheri the heat pUmp COmpT'eSSOT' Cari meet the heatlrig IOad. FIOOrs 1nCludln abOve ara e and The alr barrler Shall be lnstalled at an ex Osed ed e lnsulatlOn Shall be ermltted to be ln COntaCt wlth � g g g y p g p CONSTRUCTION DOCUMENTS CLIMATE FENESTRATION SKYLIGHTe GLAZED CEILWG WOOD MASS FLOOR BASEMENT° SLABd CRAWL CO11ClUCtOCl Wltll a blOWOr ClOOr at a prOSSUrO Of O.L 111C110S W.g. �SO C1rit110V0T'0Cl fI00T'S� Of 1riSU11tlOri. t110 tOp S1C10 Of SI101tlllrig,OT'COrit1riU0US 1riSU11tlOri ZONE U-FACTORe U-FACTOR FENESTRATION R-VALUE FRAMEWALL WALL R-VALUE WALL R-VALUE SPACE° SHGC'e R-VALUE R-VALUE' R-VALUE &DEPTH WALL PaSCa1S�, a11C1 Sllall b0 CO11ClUCtOCl 111 aCCOrCla11C0 Wltll ASTM E779. R403.2 �Ot W�lteY bO11eY OUtClOOY telllpeY�ltUYe Setb�lCk. HOt WatOr 1riSt1ll0Cl Ori t110 UriC10I'S1C10 Of fI00I'fC'1ffiffig 1riCl 4 0.32 o.ss o.40 49 20 or 13+s g�13 i9 lo�13 lo,2 tt 10�13 ��� Testin shall be erformed at an time after creation of all enetrations boilers that su 1 heat to the buildin throu h one- or two- i e eXtends from the bottom to the top of all g . g p y p pp y g g p p perimeter floor framing members. s o.30 o.ss Nx 49 20 or 13+s 13�1� 3o is�i9 lo,2 tt is�is::: .:�:�:�:�:� ������ of the building thermal envelope. heating systems shall have an outdoor set-back control that lowers the 6 O tion 1 0.30 0.55 NR 49 20+5 or 13+10 15/20 30 g 15/19 10,4 ft ..�.�15/19��:�:�: �:�:�:�:�:�. � � Exposed earth in unvented crawl spaces shall be Crawl space insulation where provided instead JOB NO. PROJECT NO. p g During testing: boiler water temperature based on the outdoor temperature. Crawl space walls covered with a Class I vapor retarder with of floor insulation, shall be permanently A20-095 TOWN�1 OM E 6 option2 a2g o.ss Nx 60 23�a�ity 19�21 3o is�i9 lo,4 ft�::�:�:�:is�i9 � � 1. Exterior windows and doors, fire lace and stove doors shall be P overlapping joints taped. attached to the walls. NR=Not Req�,.�a �� . ��� . . R403.3 Ducts. Ducts and air handlers shall be installed in accordance ....... ....... ...... closed but not sealed beyond the intended weather-stripping or . �r�AwN BY: �r�Aw�NG No: For SL•1 foot=304.8 mm. � ' with Sections R403.3.1 through R403.3.5. Duct shafts,utility penetrations, and flue shafts other infiltration control measures. Shafts,penetrations opening to exterior or unconditioned space shall be A�T a.R-values are minimums.U-factors and SHGC are maximums.Where insulation is installed in a cavity that is less than the'tabel or design R403.31 Insulation (Preseriptive). rSUpply a11C1 r0tUr11 ClUCtS 111 thickness of the insulation,the installed R-value of the insulation shall be not less than the R-value specified in the table. " L. Daffip0T'S 111CIUCllllg OXIlaUSt, llltak0, ffiakOUp a1T', baCkC1T'aft a11C1 • • Sealed. Y'g PP g flue dam ers shall be closed, but not sealed be ond intended attics shall be insulated to an R-Value of not less than R-8 for ducts 3 CNECKED BY: b.The fenestration U-factor column excludes sk h hts.The SHGC column a lies to all lazed fenestration. p y . . B1�S t0 b0 1riSt1110C1 lri ria1'I'OW C1V1t10S SI1111 b0 ............ ..... inches in diameter and lar er and not less than R-6 for ducts smaller c."10/13"means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation on t�e.it�terior of the b'aseiiien�t'wall. '' ' g CUt t0�lt,OT'ri11TOW C1V1t10S SI1111 b0 f1110C1 Wltll ��� infiltration control measures. Narrow cavities «isii9��me�►s x-is�ont�nuous�►suiat�on on tne�►te�or or eXte�or or tne nome or x-i9�a��tY�►suiat�o�►:at:ii�:�►ie�or or tne base�►BRE:wa.u::::::. than 3 inches in diameter. Supply and return ducts in other portions of insulation that on installation readily conforms aite�-,►at��eiY,compliance with«isii9��shall be R-13 cavity insulation on the interior of the basement'wall plus H=5'conEinuous insulation'oii'flie'''''�' 3. IlltOrlOr ClOOrS, if installed at the time of the test, shall be open. . � the building shall be insulated to not less than R-6 for ducts 3 inches to the a�ailable cavity space. �ATE: �►te�or or eXte�or ortne nome. : : 4. Exterior doors for continuous ventilation systems and heat . . d.R-5 insulation shall be provided under the full slab area of a heated slab in addition to the reqp}�ec]:�lab edge insulation IFs:v.�lpe for slabs.as 111 Cllaffi0t0T' a11C1 llOt 10SS tllall R-4.L fOT' ClUCtS Sffia110T'tllall 3 111CI10S 111 L�1T'50111rig SI1111 b0 pT'OV1C10C1 b01W00ri t110 g1T'1g0 1riCl 0 2- I 6-20 2 I recove ventilators shall be closed and sealed. Garage separation indicated in the table.The slab edge insulation for heated slabs shall not be required to extend belov��.tlie.�slab. � dlameter. COriCI1t10ri0C1 Sp1C0S. ..... ...... ..... 5. Heatin and coolin s stems if installed at the time of the test e. Rese'�`�ea. g g y ' ' ExCeption: Ducts or portions thereof located completely inside Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building f Rese�ea. shall be turned off. Recessed lighting envelope shall be sealed to the finished surface thermal envelope shall be air tight and IC rated. g. y,• g y P �. � :. ���:�: ���:�:�: _ ��������������� the buildin thermal envelo e. Alternativel msulation sufficient to fill the framin cavit and rovidin not less than an R value of�R.19:.�.. ' ' g p ...... .... ..... ... • ������ ����� 6. Supply and return registers, if installed at the time of the test, n.Tne first value is cavity insulation,tne secona value is continuous insulatiori:�Therefore,�a5�a�:e�amPie,«is�+s��:r►,�ans�ii=is:��a�ty�►s,�at�on ��� R403.3.2 Sealin� (Mandatory). Ducts, air handlers and filter In exterior walls,Batt insulation shall be cut Pius x-s�ont�►uous�►s,�at�on. shall be fully open. neatl to fit around wirin and lumbin or � ................... ... ..... ������������ ���������������� ��������������������������������� boxes shall be sealed. Joints and seams shall comply with either the y g p g �.viass Wans sn�i be�►a��oraan�e W�tn se�t��,►��ao2.a.s.Tne se�ona R;�alue aPPlies Wnere rr►ore:t[►�n nair oftt►�e:r�s�at�on�s on tne�►te�or or . Plumbing and wiring insulation that on installation readily conforms to tne"'asswa". A written report of the results of the test shall be prepared and signed Mechanical Code of New York State or Residential Code of New York available space shall eXtend behind piping and .. ... .. ............ ... by the party conducting the test and provided to the code official. The State as applicable. W��g. TABL�:R402.1.4 ExCeptions: The air barrier installed at exterior walls ad�acent to eQuiva�enrr:u-FacTORsa written report shall include: � � Exterior walls adjacent to showers and tubs shall � FRAI�I€''' """"' BASEMENT cRaw� � 1. Air-impermeable spray foam products shall be permitted to be Shower/tub on exterior wall showers and tubs shall separate them from the CLIMATE FENESTR�XCTION SKYLIGHT CEILWG MF1�SS 1AIFILL FLOOR 1. tlle llallle a11C1 plaCe Of UUS111eSS Of tlle par� CO11ClUCtlllg tlle teSt; b0 1riSU11t0C1. ZONE U-FACTOR U-FACTOR U-FACTOR.'.'.. WA��` ��FA�tORb U-FACTOR WALL SPACE WALL applleCl W1t110Ut aClCllt1011al�011lt Sea1S. SIlOWOT'S 1riCl tUbS. � -,-;,,„,U-FACTOR" " " U-FACTOR U-FACTOR 2. the address of the building which was tested; 4 0:�32:�:�:�:�. o.ss o.026:�:�:�:�::�:� 0.060 o.o9g o.04� o.os9 o.o6s 3. the conditioned floor area of dwelling, calculated in accordance 2. For ducts having a static pressure classification of less than 2 The air barrier shall be installed behind electrical or inches of water column 500 Pa additional closure s stems shall Electrical/phone box on exterior walls communication boxes. Alternatively, air-sealed 5 0.3��.�.�.�.�.�. 0.55 0.026�:�.�.�.��:�. 0.060 0.182 0.033 0.050 0.055 � �� Y with ANSI Z65-1996, except that conditioned floor area shall not be re uired for continuousl welded �oints and seams, and boXes shallbe installed. 6 0.30�:�:�:�:�:�:�:�:. 0.55 0.02fs:.�.�.�.��� 0.045 0.060 0.033 0.050 0.055 q Y .1 �� : : � include areas where the ceiling height is less than 5 feet (1524 locking-type joints and seams of other than the snap-lock and HVAC supply and return register boots that penetrate a. Nonfenestration U factoi^,s�:shall be obtatri:ei�from measurement, calculation or an approved source. mm)� HVAC re ister boots building thermal envelope shall be sealed to the subfloor, button-lock types. g wall coverin or ceilin enetrated b the boot. b. Mass walls shall be in acco�cla�ce:��vit�h��Section R402.2.5. Where more than half the insulation is on 4. measurement of the air leakage rate of each testing unit; g g p y R403.3.2.1 Sealed air handler. Air handlers shall have a the interior the mass wall U-factors ahall not exceed 0.087 in Climate Zone 4 except Marine 0.065 5. the date(s) of the test� . When required to be sealed concealed fire sprinklers > > ' manufacturer's designation for an air leakage of no more than 2 shall only be sealed in a manner that is recommended in Climate Zone 5 and Marine 4 and 0.057 in Climate Zone 6. 6. a certification by the party conducting the test of the accuracy of � percent of the design air flow rate when tested in accordance with Concealed sprinklers by the manufacturer. Caulking or other adhesive c. In warm-humid locations as defined by Figure R301.1 and Table R301.1, the basement wall the test results; and ASHRAE 193. sealants shall not be used to fill voids between fire J a m e5 Fa hy �e5�g n U- actor shall not exceed 0.360. 7. the signature of the party conducting the test. sprinkler cover plates and walls or ceilings. f NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. fZochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: When Item 6,resilient channels are used,5/8 in.thick,4 ft wide a lied verticall Screw attached furrin channels with 1 in.lon APPLEGATE HOLDING�S L L C-A le ate Advanced Stabilized Cellulose Insulation TFIESE PIANS ARE PROTECTED UN DER FEDERAL • T"' pp y g g' pp g COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY U L Prod uet iQ �� seif-drilling,self-tapping Type S or 5-12 steel screws spaced 8 in.OC,verticaljoints located midway between studs. �P�T���y,�i. REPRODUCTION, OR MODIFICATION OF TIIESE AMERICAN GYPSUM CO-Types AGX-1,M-Glass,AG-C,LightRoc + a+� a � a �51� an i PLANS, IN WI10LE OR IN PART, WITIIOUT TI1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y BX U V U 3 09 5.Steel Framing Members*-(Optional, Not Shown)-Furring channels and Steel Framing Members as described below: , _� DESI IS LATION F OPYR G T LAWS. r :--,�-� `Y'~ ..� � � �- - -: i - ,�]� CLIE TNRIGFITSI�ARE LIMIT�ED TO ONIE-TIME USE BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO--Type DBX-1 a.Furring Ch.annels-Formed of No.25 MSG galv steel.2-9/16 in.or 2-23/32 in.wide by 7/8 in.deep,spaced 24 in.OC � � -�-. -- , � -. --. FOR CONSTRUCTION OF TFIESE PLANS. perpendicular to studs.Channels secured to studs as described in Item b.Ends of adjoining channels are overlapped 6 in. __ , _ and tied together with double strand of No.18 SWG galv steel wire near each end of overlap.As an alternate,ends of �"" �. 1 UNAUTIIORIZED ALTERATIONS OR ADDITIONS TO CABOT MANUFACTURING ULC-Type X,5/8 Type X,Type Blueglass Exterior Sheathing ��'�R�� � y TI11S DRAWING IS A VIOLATION OF TI1E NEW YORK adjoining channels may be overlapped 6 in.and secured together with two self-tapping#6 framing screws,min.7/16 in. long at the midpoint of the overlap,with one screw on each flange of the channel.Wallboard attached to furring channels STATE EDUCATION LAW, ARTICLE I 45, SECTION ... c:ONF1GURnT'rpN a . . 7209. Desi n/S stem/Construction/Assembl Usa e Disdaimer � 9 Y Y 9 �:,�,ro,u�hxa���.s,r.ue,,s��w.�o��� ..... CERTAINTEED GYPSUM INC-Type X,Type X-1,Types EGRG,GlasRoc,GlasRor2,Type C as described in Item 2. �- • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products,equipment,system,devices,and materials. b.Steel Framing Members*-Used to attach furring channels(Item a)to studs(Item 1).Clips spaced 48 in.OC.,and s�P'are°`T°oNw'au: CONTWENTAL BUILDING PRODUCTS OPERATING CO,L L G-Types LGFC6A,LGFC2A,LGFC-C/A,LGCF-WD,LGLLX,CLLX � � � 2 4 ITEMS 13 � 1 • Authorities Having Jurisdiction should be consulted before construction. secured to studs with No.8 x 2-1/2 in.coarse drywall screw through the center grommet.Furring channels are friction • Fire resistance assemolies and products are developed by the design submitter and have been investigated by UL for compliance fitted into dips.RSIG1 clip for use with 3-9/16 in.wide furring channels.RSIC-1 (2.75)clip tor use with 2-23/32 in.wide ,i;� - ��a , COpyflght�2021 James Fahy, P.E., P.C. with a licable re uirements.The ublished information cannot a�wa s address ever construction nuance encountered in the GEORGIA-PACIFIC GYPSUM L L C-T es 5,6,9,C,DAP,DD,DA,DAPC,DGG,DS,GPFS6,LS(finish ratin 23 min),T e X,veneer .-; All rights reserved. pp q p y y Yp 9 Yp furring chann•els. r ��. - .� , , J i , , `; .............. ._ ,_ .... ................. _ .... ,.-_._ ................ field. yp yp g" �P Yp yp yp PAC INTERNATIONAL L L C-Types RSIC-1,RSIC-1 (2J5) ��s � �f�� � � Plaster Base-T e X,Water Rated-T e X,Sheathin T� e X,Soffit-T e X,TG-C,T e LWX,Veneer Plaster Base-T e LWX, I , • ---�- � � ._ . _, . - ' i .: ..... Water Rated-T e LWX,Sheathin T e-LWX,Soffit-T e LWX,T e DGLW,Water Rated-T e DGLW,Sheathin T e-DGLW,Soffit- ! � � "' """' """"' • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product yp g Yp Yp YP yP g YP __ _ _ _ manufacturer noted for the desi n.Users of fire resistance assemblies are advised to consult the eneral Guide Information for Type DGLW,Type LW2X,Veneer Plaster Base-Type LW2X,Water Rated-Type LW2X,Sheathing-Type LW2X,Soffit-Type LW2X, � ' -"-- '�B � g g Type DGL2W,Water Rated-Type DGL2W,Sheathing-TyFe DGL2W �•,qiagpp� � each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials 6 5 REVISIONS: and alternate methocls of construction. 5A.Stee)Framing Members*-(Optional,Not Shown,As an alternate to Item 5)-Furring channels and Steel Framing CUNFT�i1�RA°1'CfShi 3§ • Only products which bear UL's Mark are considered Certified. NATIONAL GYPSUM CO-Types-eXP-C,FSK,FSK-C,FS�N,FSW-3,FSW-5,FSW-C,FSW-G,FSMR-C,FSW-6(finish rating 20 min), Members as described below: ��������t�R��n,�� NO. DATE BY DESCRIPTION FS�,FSw-8,RSx a.Furring Ch.annels-Formed of No.25 MSG galv steel.2-3/8 in.wide by 7/8 in.deep,spaced 24 in.OC perpendicular to studs.Channels secured to studs as described in Item b.Ends of adjoining channels are overlapped 6 in.and tied �P,�a,T�N,h,�;uu together with double strand of No. 18 SWG galv steel wire near each end of overlap.As an alternate,ends of adjoining i ea 3 z a rTEMs�-s aa 1 . .. BXUV - F i re Resi sta nce Rati n s - AN S I U L 263 Certified fo r U n ited PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM-Type C,PG-9,PG-11,PG-C,PGS-WR;,PGI channels may be overlapped 6 in.and secured together with two self-tapping#6 framing screws, min.7/16 in.long at the / ....... g midpoint of the overlap,with one screw on each flange of the channel.Gypsum board attached to furring channels as `- - `" ' " States , ._ __ � .- -- � -- - PANEL REY 5 A-Types GREX,GRIX,PRC,PRC2,PRX,RH:�C,MDX,ETX described in Item 2. � � ' ".'� '��� � ' ' � ��� � . �_�_ _ �_J. - _. _ .s, � _. , .. ........ ......... .... BXUV7 - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada � -• . . � � � See General Information for Fire�-resistance Ratings-ANSI/UL 263 Certified for United States SIAM GYPSUM INDUSTRY(SARABURq CO LTD-Type EX 1 b.Steel Framing Members*-Used to attach furring channels(Item a)to studs.Clips spaced 48 in.OC.Genie dips �'�+��'►� � � � � Desi n Criteria and Allowable variances secured to studs with No.8 x 1-1/2 in.coarse drywall screw through the center hole.Furring channels are friction fitted ... —9 C�NFIGU1dA,7'I[1N C �.� ....... . into clips. ���,����������,����;�y See General Information for Fire Resistance Ratings-CAN/ULC-5101 Certified for Canada THAI GYPSUM PRODUCTS PCL-Type X,Type C PLITEQ INC-Type Genie Clip Design Criteria and Allowable Variances ........ ...... ......... ............ s��wea�rare wa�:r...... ... ............. .... ....................... ....... F6EMS.1.�.... ........ Design No. U309 1 e�.':.'.'.':'3'.'2....'.'.':.'.'.'.'.'.'.'.. ! . 8A i::'.' 2A.Gypsum Board*-(As an alternate to Item 2, Not Shown)-Nominal 5/8 in.thick,4 ft wide panels,applied vertically to 5B.Steel Framin Members*-(O tional,Not Shown,As an alternate to Item 5)-Furrin channels and Steel Framin �••:;•: �`a , ...... .... . ...... .... .. 9 p 9 9 .......... . .... ...::...,. .........., .......... ... ......... . ... October 06,2020 studs and bearing plates on one side of the assembly with 1-5/8 in.long Type S screws spaced 12 in.OC at perimeter of panels Members as described below: ; ... ry ;.; i�;::,:: t ! _- and 8 in.OC in the field.Horizontal�oints of verticall a lied anels need not be backed b studs.Panel�oints covered with � � J Y Pp P Y J a.Furring Ch.annels-Formed of No.25 MSG galv steel.Spaced 24 in.OC perpendicular to studs.Channels secured to .. � �.. �... Bearing Wall Rating — 1 Hr. a er ta e and two la ers of oint com ound.Screwheads covered with two la ers of�oint com ound.Batts and Blankets laced r � p p P Y J p Y J P p studs as described in Item b.Ends of adjoining channels overlapped 6 in.and tied together with double strand of No. 18 �;; . _...... in stud cavit as described in Item 4E.Not evaluated for use�vith Steel Framin Members, Furrin Channels or Fiber,S ra ed. � � -Q � .. .... Finish Rating — See Items 2 2A and 2B Y g g p y AWG galvanized steel wire.Gypsum board attached to furring channels as described in Item 2. �. . ::��,�R��� PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM-T}rpe QuietRock 530(finish rating 23 min) � g :...� This design was evaluated using a load design method other than the Limit States b.Steel Framing Members*-Used to attach furring channels(Item 5Ba)to studs.Clips spaced 48 in.OC.,and secured eoNF[GURPi7Ft7N D .. .. . . . . .. Design Method (e.g., Working Stress Design Method). For�ur�sdietions emp oying to studs with 2 in.coarse drywall screw with 1 in.diam washer through the center hole.Furring channels are friction fitted `�ss°'�Ern6}"`x"�""�ns� ... the Lirnit States Design 11�ethod, such as Canada, a load restriction factor shall be 2B.Gypsum Board*-(As an altemate to Item 2)-5/8 in.ihick gypsum panels,with square edges;applied either horizontally into clips. � .. ......... used — See Guide BXUV or BXUV7 or vertically.Gypsum panels fastened to framing with 1-1/4 in.long Type W coarse thread gypsum panel steel screws spaced a STUDCO BUILDING SYSTEMS-RESILMOUNT Sound Isolation Clips-Type A237R max 8 in.OC,with last two screws 1 and 4 in.from edge of board or nailed to studs and bearing plates with 6d cement coated * Indieates sueh produets shall bear the UL or eUL Certifieation Mark for jurisdietions nails 1-7/8 in.long,0 0915 in.shank diam and 1/4 in.diam heads spaced 7 in.OC.When used in widths of other than 48 in., em lo in the UL or cUL Certification such as Canada res ectivel gypsum boards are to be installed horizontally. „ p y g � �. p y 5C.Steel Framing Members*-(Optional,Not Shown,As an alternate to Item 5)-Furring channels and Steel Framing GEORGIA-PACIFIC GYPSUM L L G-Type DGG,GreenGlass Type X(finish rating 23 min). Members as desCribed below: a.Furring Ch.annels-Formed of No.25 MSG galv steel.Spaced 24 in.OC perpendicular to studs.Channels secured to ........ .... ......... . ........... .. ...... studs as described in Item SCb.Ends of adjoining channels overlapped 6 in.and tied together with double strand of No. � � �� ........ . ... ........... ......... . 18 AWG galvanized steel wire.Gypsum board attached to furring channels as described in ltem 3. � � � .. .... 2C Gypsum Board*-(As an alternate to ltem 2)-5/8 in.�:hick,4 ft.wide,paper surfaced applied vertically only and secured as � � �� ...... ...... ....... described in Item 2. .. ................ .. ......... ... .... ... ... . GEORGIA-PACIFIC GYPSUM L L G-Type X ComfortGuard Sound Deadening Gypsum Board(finish rating 27 min) .Stee Framing Mem ers*-Used to attac furring c anne s(Item 5Ca)to stu s.C ips space 48 in.OC,arf.:s�LU.red.:::�:: � .... . .. ......... to studs with No.8 x 2-1/2 in.coarse drywall screw through the center hole.Furring channels are friction fitted i�t.a:clips::::� NATIONAL GYPSUM CO-Type SBWB REGUPOL AM ERIGA-Type SonusClip . ..... ... . ........ ... ........ ....... .. • � UL Product iQrM :::: � � ::: ::::::.U�. . f] �}, f� �} . L . ��� L�# V.�+.� -..__y � .�.._ 4.�� �.�• ���� ..'.':.'.'.'.'.',�...::." �.�.�.�.�..'.' �.�.�.�.�...�.�.�.�.�.�... ��'� �..RIR SPACE NR SPAC€� I � �A1R 9PACE � . 2D.Gypsum Board*-(As an alternate to Items 2 through 2C)-Nominal 5/8 in.thick,4 ft wide panels,applied vertically and gX U V U 3 3 6 F U F - r - - .. -:�-,�--:-�.-. .,.. .,,• :,.• : .., . - ��- •� � � - - -- --- -;' - � . i e resist ati / �:�. � . , , ,;». ..�,,.;.-,-,� � , , , secured as described in Item 2 aI1�� R C1gS �.N SI L..�63 . - . ...._ _..-. , . .. ._ . . . .. _. , .,. _ . . .. .. .. PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM-Type QuietRock ES """' "" " �" � � $ .. - ,. .: � � I ...�'�} � . 4 � ..... . .. f , � , � , � , - - - 2E.Gypsum Board*-(As an alternate to Item 2)-5/8 in.thick,4 ft.wide,paper surfaced applied vertically or horizontally and Design/System/Construction/Assemk�fy.t�s�ge.Disclaimer � � ���,����(� secured as described in Item 2 or 2K. � �� �� .. .......... � � � � �� � ��� Authorities Having Jurisdic:tion should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified CERTAINTEED GYPSUM INC-Type SilentFX products,equipment,system,devices,and materials. • Authorities Having Jurisdiction should be consulted before construction. ��.......�.. � � . ,: - • Fire resistance assemblies and products are developed by the design submitter and have be�h'i�V�Stigated by UL for compliance with applicable".'.'.'. "" "" requirements.The published informatinn.cennoC.al.ways address every construction nuance enco.uote'red in the field. ' 2F.Gypsum Board*-(As an alternate to 5/8 in.Type FSW i�Item 2)-2 layers nom.5/16 in.thick gypsum panels applied • When field issues arise,it is recommeh'd2cl.th'e first c'o.'ntact for assistance be the technical seroice'staff provided by the product manufadurer noted for'.'.'.. vertically or horizontally.Horizontal joints on the same side need not be staggered. Inner layer attached with fasteners,as the design.Users of fire resistance.ds5emblies are advised to consult the general Guide Information for each product•=ategory and each'group of - described in item 2,spaced 24 in.OC.Outer layer attached p2r Item 2. assemblies.The Guide Informatiort.inttudes specifics cont'ernixtg alternate materials and alternate methods of construction. � NATIONAL GYPSUM CO-Type FSW • Only products which bear UL's Mark'are considerecJ'Gertified::�'''''' ::.......:...�....::.. .. .... . : ...... :.... ::. � :', .'. � .. ... � � � 2G.Gypsum Board*-(As an alternate to ltem 2)-5/8 in.thick,4 ft.wide,applied verticallyor horizontallywith verticaljoints B�:�1���= Fire :Res.istance Ratin s:.=::ANSI/UL 263 Certified for United States:. g..::... �� centered over studs and staggered one stud cavity on opposite sides of studs.Secured as described in Item 2 or 2K. B�CUV7 ' F}rC�..ReSlStaflC�:R:��:I:IIC�S - CAN�U LC'S�O� C2rtIfleU I Or CarlaUa $� '�� CERTAINTEED GYPSUM INC—5/8"Easi-Lite Type X See General'Info'cmation for.F.ire.=resstanw Ratinqs'-ANSINL 263 Certified for United States Design Qiteria'anrJ Allowahle.Variances r� r� •7 J THAI GYPSUM PRODUCTS PCL—5/8"Edsi-Lite Type X See General In'Ebtmation'far Fire Resistance RaYing's'.=CAN/ULG5101 Certified for Cansda '.'.De'sign Criteria ahd.lallowable Varianres . � � Design No. U336 2H.Wall and Partition Faeings and Aecessories*-(As an alternate to Item 2)-Nominal 5/8 in.thick,4 ft wide panels, . December 03,2020 I I nrR sP,4c� AIR 3PACE I I � �~wa sPP,c� applied vertically and secured as described in Item 2. EXp05@C� t0 fIP@'fYOfll 5@pdYdtlOn Wd�� SIC�@ 017��/ �+ �+ �r p PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM-T}ipe QuietRock 527. k7�C�I�N�-A rJ�CT��1V i]-� Nonbearing Wall Rating—2 Hr (Separation Wall, See Items 1, 2 and 3) Be��ring Wall Rating - 2 Hr (Protected Wall, See Items 4 and 4A) SEPARATION WALL:(MaxHeight-66ft) 21.Gypsum Board*-(As an alternate to Item 2)-5/8 in.thick gypsum panels,with beveled,squar:�,ar.tap�red edges,ap�lied Nonbearing Wall Rating - 2 Hr (Proteeted Wall, See Item 46) either horizontally or vertically.Gypsum panels fastened to framing with 1-1/4 in.long Type W coar.s��thr.ead.gypsum panel steel... _ i.Floor,Intermediate or Top Wall-2 in.wide channel shaped with 1 in.long legs formed from No.25 MSG galv steel,secured with suitable PROJECT: .... * Finish Ratin 120 Min fasteners s aced 24 in.OC. screws spaced a maximum 10 in.OC with the last two screws 4 and 1 in.from the edges of the.boarcl.When•used.in widths other....:. g p than 48 in.,gypsum pane�s are to be inStai�ed horiZonta��y. Indicates such prc�ducts shall bear the UL or cUL Certification Mark for juri��dictions employing BALLSTO N AVE N U E CONTINENTAL BUILDING PRODUCTS OPERATING CO,L L C-T e LGF�6'G.'firaish ratin 21 min�;.T e LGFC2A,.T e:{GFC�CfA,T e 2.Metal Studs-Steel members formed from No.25 MSG galv steel having"H"-shaped flanged spaced 24 in.OC;overall depth 2 in.and flange YP �.... 9 YP YP. YP the UL or cUL Certification (such as Canada), respectively., W;dth,-3,8;n. 5-U N IT TOWN NOM E LGFC-WD,Type LGLLX "' 3.Gypsum Board*-Two layers of 1 in.thick gypsum board liner panels,supplied in nom 24 in.widths.Vertical edges of panels friction fitted into"H" S A I�\TO GA S I\P I N GS, NY -shaped studs. 2J.G sum Board*-(As an alternate to Item 2)-5/8 in.thick sum anels;:witli:kieveled,s v:ai�e;:or ta ered sii: es,a lied CGC INC—Type SLX Yp 9YP p Q......... p.........9 pp either horizontally or vertically.Gypsum panels fastened to framing as described in l:teixi 2 or with 1�1�4.ii�i;long 7ype W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with last screw 1 in.from edge of board.Wlieri iasecl in widths of other UNITED STATES GVPSUM CO—Type SLX than 48 in:,.gy.psuin.boar.ds are to be installed horizontally.VUhen square edge boards are.usedjoint treatment,Item 3,may be .. Omltte�'." USG BORAL DRYWALL SFZ LLC—Type SLX AM�RICAN.G.Y.PS(lM.CO-Types AGX-1,M-Glass,AG-C . .. USG MEXICO 5 A DE C V-Type SLX Ni4�lON/XL:GYPSUM CO:-:Type FSK,Type FSK-G,Type FSW,Type FSW-3,Type FSVV�S;:Type F5W-G,Type FSK-C,Type FSW-C,Type FSMR-C, Type.FSW-6,.T.ype FSL PROTECTED WALL:(Bearing or Nonbearing Wall).When Bearing,Load Restricted for Canadian Applications—See Guide BXUV7. CLI ENT: ..... . ..... ... .... � BALLSTON AVE ""' ""' 4.Wood Studs-Nom 2 by 4 in.max spacing 24 in.OC.Studs cross br.�ced at mid height where necessary for clip attachment.Min 3/4 in.separation 2K.Gypsum Boa�d*:-(As an alterriate to Ifem 2)-5/8 in:.l�hick gypsum panels,with beveled,square,or tapered edges,applied between wood framing and fire separation wall. either horizontally or vertically.Gypsum pane:ls:fastened to framing with 1-1/4 in.long Type W coarse thread gypsum panel steel PA�TN E�S, LLC screws spaced a max 8 in.O.C„with last screw:l/2 in.from edge of board.When used in widths of otFier than 48 in.,gypsum 4A.Steel Studs—(As an alternate to Item 4,Not Shown)—For Bearinq Wall Rating Corrosion protected steel studs,min No.20 MSG(0.0329 in.,min boards are to be insta{lecl hofi�otttally. bare metal thickness)steel or min 3-1/2 in.wide,min No.20 GSG(0.036 in.thick)galv steel or No.20 MSG(0.033 in.thick)primed steel,cold formed, ... .. .... .. . .. . ..... ... .. ...... ....... . ..... ... ... ..... . ......... .... CERTAINTEED GYP�UM INC-Type X,Type X-1,Types EGRG,GI<asRoc,GlasRor2,Type C SE.'.4RA.TI'.}N vVR.LL-ITERV`''-:3 _r1 ..... _ � ..... ,�� ...._.. ._--- --._a_......� . ..._......�: ._._..._. .. ,_.:_,_. ,....,.'-- ._.e._.--,i., 3.Joints and Fastener Heads-Wallboard joints covered with paper tape and joint compound.Fastener heads covered with �� �,'� . . ' � -- . ' '.{ , ....... ..... jo.int compound.Gypsum plaster not more than 1/8 in.thick may be applied over the wallboard in addition to the specified joint — 't � DRAWI NG TITLE: ..... ....... ���eatment. a�R sP,acE -n ' �C]N�'IGl11�ATIC7N i4 U L FI RE RATED LI STI N GS 4.Batts and Blankets*-(Not Shown)-Optional glass fiber insulation. E�PC�SE�TO FI�2E FROh1 AREA SEPARATION WALL ONLY CERTAINTEED CORP SEF�'ARf4Tl¢di WAIL-IT�MS 1-3 ......... ........ JOHNS MANVILLE � ...... OWENS CORNING �`'-�, k, ,, .' . , , �.. ::. ::... ........ , , ......... 4 � -- . __ __._._.-- -:.....- ---._ _ __ ...:_ . �„ aE „ � � „ � i ..... ,. � 4A.Fiber,Sprayed*-As an alternate to Batts and Blankets ptem 4)-Spray applied cellulose material.The fiber is applied with � ' ....... . ,_. . � - - ...... T _. _ _ PNASE: water to completely fill the enclosed cavity in accordance with the application instructions supplied vvith the product with a ik�R s�,�€ _& nominal dry density of 2.7 Ib/ft3.Alternate Application Methad:The fiber is applied without water or adhesive at a nominal dry GaNFIGURATiaN e CONSTRUCTI ON DOCU M ENTS - density of 3.5 Ib/ft3,in accordance with the application instructions supplied with the product.When Item 5 is used,Fiber, E}tFOSE�Tt�FIRE FFtOlvt EITHER SI�E � Sprayed shall be INS735,INS745,INS750LD, IN5765LD or W5773LD. tiEPA.HA.iIOlzVJA:L- -Eh151-:i � U S GREENFIBER L L C-IN5735,IN5745 and IN5750LD for use wiith wet or dry application.INS515LD,INS5�41 LD,IN5735,IN5745, ..... ................ ......... .... � :::::. """ ' '' INS765LD,and INS773LD are to be used for dry application only � , -A , , � " . � A20-095 TOWNHOME .... . .. ....... q, _ _ , _. _ ry ... .......... ........ ........ .r. . ..� 1 ..... ......... ........ . ........ ��. . . � i ...... ......... ........ .... ......... l ,.. „ ` ....... ......... ...... ........ ......... �,� _ - - ...... ........ ........ ".�.�.�.�...�.�.�.� . ..� .. ......... � .. ..... ., ..��. . .�... . �.i .�.�.�..... .r : . . .... . ........ .. ' . ...... .. .. ed*-AS H:R wracE -n �_..�- �.. __ _ . , a a a , e - e ce � ion . ris - BY. DfZAWING NO. ..... �_��.,..- �. . ..;.;.' _. 4� .,�r.. r .:�`�..� ., �._ ti ':"...__..y .:�r'r .,_�.- .'-G'�i�'�!k'i,:r�:�. � .� �.. _ '- _ 4B Fiber Spray an Itern te to B tts and Blankets 'It m 4) Spray appli d Ilulose insul�t� material The fibe � DfZAWN " � �4 . . � ' applied with water to interior surfaces in accordance with the application instructions supplied with the product.Applied to C{]NFIGIJRA�IQN C AR-r completely fill the enclosed cavity.Minimum dry density of 43 pounds per cubic ft. s��.�Rnrioti wn��-�T�n�s�-a ,� NU-WOOL CO INC-Cellulose Insulation . , -� CNECKED BY: _ _ _ ___ __ _-_ . r . .... ...... ........: . .... . :.:.:........... . . ... .... , ..,.,..'''''''' ,..... ..:::t._.o-: .:..:...•:�..-:�' .' . . . ::::.:....:.:.::... :�:.,;.,.:... ..�.......... ..•...:.�=.�_..._.�.......:.. . ...... � -� . .. , . '.. .. . . : .. . . ... :�. _ .�� � ...... ........... ..... � i ......q..'.'::.'.'.'.'.. . ......... ...... . . . � ... ........ ........... '........... '- ' ......... ............ ''.'.'::.'.'.'.'.'..'.'.'.'.'.'. "'r , , . . , . � ........... .............. f � j. -.. _ _ . . �—� ;_ N I ........... � � �-�,� 4C.Batts and Blankets*-Required for use with resilient channels,Item 6,3 in.thick mineral wool batts,placed to fill interior of • � �+ • + DATE: .. yp . .. ... :�� � � �� ' ��t � J wall,attached to the 4 in.face of the studs with staples place�24 in.OC. � ... i� . t�..... . - ---- --- - I - I ---- �---� =----- - .-- . _ _ -.� ROCKWOOL-T eSAFEn50UND 'r,�rs_�-a.cE -� �I� C�NFIGURATIOFJ � ....... ..... E7(PDSEa TQ FlF2E FRdM EITHEF�SfDE """ ' "� :::::' THERMAFIBER INC-Type SAFB,SAFB FF �'4" ,��'4' �4' .......................... . . _ ; . :. , ........... .......... kIFiS+`.C4E . : .._ � � _._...I AIK51'h.,�E ....................... w. ; ....... ........ . . ....... ........ .................... , , , —.i ....... ........ .............. . —. , I � - : ............. s .._ �� � .:.. 4D.Glass Fiber Insulation-(As an alternate to Item 4C)-3 in.thick glass fiber batts bearing the UL Classification Marking as ; ' - to Surface Burning and/or Fire Resistance,placed to fill the irterior of the wall,attached to the 4 in.face of the studs with staples : + placed 24 in.OC See Batts and Blankets(BKNV or BZJZ)Catagories for names of Classified companies � � SECTIC71ti J1-A SEC71i7h'B-B 4E.Batts and Blankets*-(Required for use with Wall and F�artition Facings and Accessories, Item 2A)-Glass fiber insulation, nom 3-1/2 in.thick, min.density of 0.80 pcf,with a flame spread of 25 or less and a smoke developed of 50 or less,friction-fitted ........ to completely fill the stud cavities.See Batts and Blankets Cai:egory(BKNV)for names of manufacturers. . .. 4F.Fiber,Sprayed*-As an alternate to Batts and Blankets lltem 4)-Spray applied cellulose fiber.The fiber is applied with ....... ....... .... . water to completely fill the enclosed cavity in accordance with the application instructions supplied vvith the product.The ..... minimum dry density shall be 4.30 Ibs/ft3. ... INTERNATIONAL CELLULOSE CORP-Celbar-RL ..... ... .. ......... ............. � ............. � 1.Wood Studs-Nom 2 by 4 in.,spaced 24 in.OC effectively firestopped. 4G.Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 4)-Spray-applied cellulose mate�rial.The fiber is applied with 2.Gypsum Board*--5/8 in.thick,4 ft wide,applied either horizontally or vertically,nailed to studs and bearing plates with 6d water to completely fill the enclosed cavity in accordance with the application instructions supplied vvith the product.To facilitate cement coated nails rnin.1-7/8 in.long,0.0915 in.shank diarn and 1/4 in.diam heads spaced 7 in.OC.Finish Rating 27 Min. the installation of the material,any thin,woven or non-woven netting may be attached by any mean:s possible to the outer face J a m es Fa hy Des i g n When used in widths other than 48 in.,gypsum board to be installed horizontally. the studs.The material shall reach equilibrium moisture content before the installation of materials on either face of the studs. When Steel Fr��ming Members*(Items 5 or any alternate clips)are used,wallboard attached to furring channels with 1 in.long Type The minimum dry density shall be 5.79 Ibs/ft3. N OT FO R CO N STR U CT I O N 2024 W. Nenrietta Rd. 5uite 3K S bugle-head steel screws spaced 12 in.OC. �OCheStel", New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y ARCHITECTURAL ABBREVIATION INDEX DESIGNISAVIOLATIONOFCOPYRIGFITLAWS. CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE A RC H I T E C T U RA L SY M B O LS I N D EX FOR CONSTRUCTION OF TFIESE PLANS. UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO AVV. ABOVE D. L. DEAD LOAD SC� . SCh EDU LE TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION ..... 7209. A. F. F. AP OVE FI N ISh ED FLOOI� DK. DECK h . l�. hAN D I�AI L NAT. NATU I�AL SECT. SECTION A. P. ACCESS PANEL DEC. DECOI�ATIVE hGl�. hANGEI� NOM . NOMINAL S.C. SELF CLOSING PI�ICK ACOUS. ACOUSTICAL DP. DEEP hD.PD. hAI�D POAI�D N NOI�Th ShT. ShEET Copyrighto2021 JamesFahy, P.E., P.c. All rights reserved. A.C.T. ACOUSTICAL CEILING TILE DEPT. DEPAI�TMENT hDWI�. hAI�DWAI�E N . I .C. NOT IN CONTI�ACT S. M . ShEET METAL CONCI�ETE MASONI�Y UNIT ::::::::: � :::::::::::::::::.. ADJ . ADJACENT DET. DETAIL hDWD. hAI�DWOOD N .T.S. NOT TO SCALE Sh . ShELF 8 ADJ . ADJUSTAPLE DIAG. DIAGI�AM hDl�. hEADEI� NO. NUMPEI� Shl�. ShOWEI� ` ° ° CAST IN PLACE OI� PI�E�CA�T:�:.CONCI��T��::. �E�iSioNs: AGGI�. AGGI�EGATE DIM . DIMENSION hVAC hEATING VENTILATING All� S. L. SIDE LIGhT NO. DATE BY DESCRIPTION A/C All� CONDITIONING DIN . DINING CONDITIONING O.C. ON CENTEI� SIM . SIMILAI� EAI�Th .. : : ............. ::.. .... ALT. ALTEI�NATE D.V. DII�ECT VENT hT. hEIGhT OPNG. OPENING S. L. SKYLIGhT AL. ALUMINUM DW. DIShWAShEI� h . hlGh OPP. OPPOSITE SGD. SLIDING GLASS DOOI� � � P ATT O I� P LO�VI�.::I:�:�l�l�AT l O�: . �.::......::........ ... ANCh . ANChOI� DI�. DOOI� h I . EFF. h IGh EFFICI ENCY OPT. OPTION , OPTIONAL S. D. SMOKE DETECTOI� � A. P. ANChOI� POLT DPL. DOUPLE hC hOLLOW COI�E O.S. P. OI�IENTED STI�AND POAI�D SOF. SOFFIT � � � � h M h O LLOW M ETAL I�I:�:#i� I N S:l�:�:ATI O.f�: : ANOD. ANODIZED D. h . DOUPLE hUNG O/ OVEI� S.C. SOLID COI�E � � APPL. APPLI ED DN . DOWN h P h OSE P I P OA. OVEI�ALL S SOUTh A.V. A P P L I E D V A L L E Y D W I�. D I�A W E I� h O I�I Z. h O I�I Z O N T A L O h . O V E I�h E A D SP E C. SP E CI FI C ATI ON M�TAL� OI� AL#JMINUM APPX. APPI�OXIMATE DWG. DI�AWING hl�. hOUI� Oh . DI�. OVEI�hEAD DOOI� SL. SPI�INGLINE AI�Ch . AI�ChITECT DSG. DI�ESSING Oh . OVEI�hANG SQ. SQUAI�E �TEEL � � � ..:........ ::..... .... AI�Ch . AI�ChITECTUI�AL DW. DI�YWALL IN . INCh S. F. SQUAI�E FOOT :... .. - ;: F'LASTEI�, GYPS U M ...P O�:l�l� ::.:....:: :::.. ASP. ASPESTOS D. F. DI�INKING FOUNTIAN INSUL. INSULATION PI�. PAII� STD. STANDAI�D �...... ASPh . ASPhALT DI�Y. DI�YEI� I NT. I NTEI�101� PANT. PANTI�Y ST. STAI N AUTO. AUTOMATIC D.O. DUPLICATE OF I .C. II�ONING POAI�D P. h . PAPEI� hOLDEI� S.S. STAINLESS STEEL GI�AVEL AVG. AVEI�AGE ISOL.JT. ISOLATION JOINT PL. PAI�ALLAM STL. STEEL EA. EACh PAI�T. P D. PAI�TICLE P OAI�D STOI�. STOI�AGE WOOD� �1N I�:N...::.:: ......:...... . ......... . .. :......:.. �. �:::. P ALC. P ALCO NY E EAST J P. JAM P PAI�T. PAI�TITI ON STI�U CT. STI�U CTU I�AL �� �.....:. ::............�.. ....... : :.....:.::::::::. PSMT. PASEMENT ELEC. ELECTI�IC JAN . JANITOI� PEI�F. PEI�FOI�ATED STYI�O. STYI�OFOAM �� ... �iVQQD R�UGh PI�G. PEAI�ING ELEV. ELEVATION JT. JOINT PEI�M . PEI�IMETEI� SUSP. SUSPENDED .�. .�.....:. .. ...... P M . P EAM ELEV. ELEVATOI� JST. JOIST P.S. PLANT Sh ELF WOOD P LOCKI NG PDI�M PEDI�OOM ENCL. ENCLOSUI�E PLAS. PLASTEI� TEL. TELEPhON.E::::: � ::��::::. � � PTW. P ETWEEN ENT. ENTI�ANCE KIT. KITCh EN P. LAM PLASTIC LAM I NATE TV. ....::T�#�EVISICQ:�1 . .. �... .. ... . . . :::. .... .: ::.....:.:.. PL D ........ . ::... ::..... �... � .... . ... P ITU M . P ITU M I N OUS NT. TI�. NT I�T I N M NT NT I� . . N P PLT. PL T TEM P. :: TEM PEI�E:I�� � ... ....::.. .. P LK. P LOCK EQ. EQUAL K. D. KNOCK DOWN PLT. hT. PLATE h EIGhT Th K:.:::::::: � Th ICK .. . ::... :..... .... PLKG. PLOCKING EQUIP. EQUIPMENT K.G. K ShAPE GUTTEI� PLUMP. PLUMPING T�G ::::::.. TQ�fG�JE AN:D::�I�Q:�VE I I�EVISION SYMPOL ::........ P D. P OAI�D E.T. I�. EXISTI N G TO I�EMAI N PW. PLYWOOD T.O. P LI�:::::....::T�7P OF P LO�K �� ................. ... POT. POTTOM EXIST. EXISTING LNDG. LANDING PKT. POCKET T.O. FND::::�:::::`�OP OF FOUNDATION P.O. POTTOM OF EXP. EXPANSION LAM . LAMINATE PT. POINT T.O. PLT. TOP OF PLATE 00 I DOOI� SYMPOL :... PI�IDG. PI�IDGING EXP. JT. EXPANSION JOINT LAUN . LAUNDI�Y P. L. POINT LOAD T.O.S. T�:�' OF STEEL :.. P.C. PI�OOM CLOSET EXPO. EXPOSED L.T. LAUNDI�Y TUP P.S. F. PEI� SQUAI�E FOOT �� : T. P. TO�V�EL PAI� OA WINDOW SYMPOL PLDG. PUILDING EXT. EXTEI�101� LAV. LAVATOI�Y P.S. I . POUNDS PEI� SQUAI�E INCf�::: T.I�: TI�ANSOM �� � .. . ... :.. ::... ..:..::::::::......::...... P. I . PUILT IN E. I . F.S. EXTEI�IOI� INSULATION AND L.S. LAZY SUSAN PDI�. POWDEI� I�00M .: .:::::::: T:� : TI�EAD :: � 00 I I�00M NUMPEI� SYMPOL FINISh SYSTEM L. h . LEFT hAND PC. PI�ECAST TY.P�:: TYPICAL CAP. CAP I N ET F.G. FI P EI�GLASS L. h . l�. LEFT hAN D I�EVEI�SE P.T. PI�ESSU I�E TI�EA��C� CANT. CANTI LEVEI� FI N . FI N I Sh LT. LI GhT PI�OT. PI�OTECT, PI�OT�:�TI�/�:: � U .A. U N DEI� CAP I N ET DATU M ELEVATI ON CPT. CAI�PET F. F. FI N ISh ED FLOOI� LTG. LI GhTI NG PI�OV. PI�OVI DE::::::::::.. U . L. U N DEI�WI�ITEI�S LAP OI�ATOI�Y C.O. CASED OPENING F. E.C. FII�E EXTINGUIShEI� CAPINET LT.WT. LIGhT WEIGhT � UNFIN . UNFINIShED C. I . CAST II�ON F. h .C. FII�E hOSE CAPINET L.C. LINEN CLOSET Q.T. Q.�:AI��;Y TILE� ::::::::.. � U .O. N . UNLESS OThEI�WISE NOTED CATh . CAThEDI�AL FP. FII�EPLACE L. L. LIVE LOAD Q.T. P. Q�JAI�1�:�'.TILE P�:S:� MATCh LINE CLG. CEILING F. P. FII�E PI�OOF LIV. I�M . LIVING I�OOM VAN . VANITY CTI�. CENTEI� FIXT. FIXTUI�E LD. LOAD I�. . I�:ADIUS VAULT. VAULTED CEM . CEM ENT F. D. FLOOI� DI�AI N LG. LON G I�AFT: �:::::::.. I�AFTEI� V. I . F. VEI�I FY I N FI ELD O WI N DOW M EETS OI� EXCEEDS Th E EGI�ESS I�EQ U I I�EM ENTS PROJECT: ....... ....... C.T.P. CEI�AMIC TILE PASE FLASh . FLAShING LOC. LOCATION �AIL. ::::::�:::::::�.. I�A�ILI:N.G VEI�T. VEI�TICAL BALLSTON AVENUE C.A. CEI�AMIC TILE FLI�. FLOOI� LVL LAMINATED VENEEI� LUMP�:�::. I�EF..::::::::::: :::::::::I�EF��ENCE VEST. VESTIPULE 5-UNIT TOWNNOME C.W.T. CEI�AMIC WALL TILE F.J . FLOOI� JOIST I�E�:I�. :: I��FI�IGEI�ATOI� a WINDOW MEETS I�EQUII�EMENTS FOI� hAZAI�DOUS SAfZATOGA Sf�PINGs, NY C.O. CLEAN OUT FT. FOOT, FEET MAINT. MAINTENANCE ::.. I�E:[�#:F.. ....:::::: I�EINFOI�CED WAINS. WAINSCOT LOCATIONS NEEDING SAFETY GLAZING �:.... CL. CLOSET FTG. FOOTING MAINT. MAI..N..TAIN ::::::::J�ES�IL:�� � I�ESILIENT W. I .C. WALK IN CLOSET C. F. M . F. COLD FOI�M METAL FI�AMING FND. FOUNDATION MFI�. I`�IAN�IJFACTUI�EI� :�EQ. I�EQUII�ED W.O. WALK OUT S WINDOW MEETS I�EQUII�EMENTS FOI� WINDOWS NEEDING C.T. COLLAI� TI LE FI�ZI�. FI�EEZEI� M .O. �V1�50N I��'. OPEN I NG i�EV. I�EVISION WASh . WASh EI� ❑ WI N DOW FALL PI�OTECTI ON COL. COLUMN FI�. FI�ENCh M . : �`I.AST�:I� (:I::E M .PATh) �� I�.V. I�IDGE VENT, I�OOF VENT W.C. WATEI� CLOSET CONC. CONCI�ETE FUI�N . FUI�NACE MP I�. :::.. MA�T�I�.:BEDI�OC�:�i'l. I�. I�ISEI� W, h . WATEI� h EATEI� CLIENT: . BALLSTON AVE CMU CONCI�ETE MASONI�Y UNIT FUI�I�. FUI�I�ING MAT. fVIATE��:AL �� �::.. :. I�. D. I�OOF DI�AIN W.P. WATEI� PI�OOF ...... COND. CONDUCTOI� FUT. FUTUI�E MAX. MAXIMUM :::::. � : I�M . I�OOM W.S. WEAThEI� STI�IPPING I CONSTI�UCTION DETAIL PAf�TNEf�s, LLC CONT. CONTINUOUS MECh . MECI�:ANIGAL I�.O. I�OUGh OPENING WT. WEIGhT ... ...... C.J . CELING JOIST GALV. GALVANIZED M .C. MEDI�INE G:AP�:#�ET I�.S. I�OUGh SAWN W.W. M . WELDED WII�E MESh . ...... .. CON N . CON N ECTI ON GAI�. GAI�AGE �:::::.. MTL. �:�/1 ETAL :::::..... W WEST SECTI ON N U M P EI� CONST. CONSTI�UCTION GA. GAUGE � ��#V�:T. �MET:AL ThREShOLD W. WIDTh , WIDE ShEET NUMPEI� CONTI�. CONTI�ACTOI� G.C. GEN EI�AL CONTI�ACTOI� � #�#:L. M I CR:OLAM WDW. WI N DOW COOI�D. COOI�DINATE GL. GLASS M�:�I:::.. MINIMUM W/ WITh A C. P. COI�N EI� P OAI�D G�N GLU ED AN D NAI LED :�:::::.. .::::: � M I I�:::::::::::::.:.......:.::::::.... M I I�I�OI� W/O WITh OUT A6. DfzAWING TITLE: PUILDING SECTION C.G. COI�NEI� GUAI�D G. P. GI�AP PAI� ::::MIS�: �� MISCELLANEOUS WD. WOOD ARCHITECTURAL ABBREVIATIONS COI�I�. COI�I�UGATED GI�. GI�ADE �VI:LDG. MOLDING W. I . WI�OUGhT II�ON � SYMBOLS CNTI�. COUNTEI� GI�. I�M . GI�EAT I�00M::::::::�:::::�::::::::�:.. MTD. MOUNTED CI�S. COUI�SE GND. GI�{�:I�ND MUL. MULLION YD. YAI�D DETAIL NUMPEI� GYP. PD. GYPSU.M PQ�RD ShEET NUMPEI� PNASE: � � � � CONSTRUCTION DOCUMENTS GWP. GYPSIJ:�::...WALL:POAI�D:::: ::. �� �� ..... � I j � .:........ ::.. � JOB NO. PROJECT NO. A7.� � � A20-095 TOWNHOME ....... ... � / ....... ...... \ � DRAWN BY: DRAWING NO: � � _ . � � ART .... DETAIL ENLAI�GEMENT CNECKED BY: .•.::::::�::... XXX � DATE: � 02- I 6-202 I VOID ELEVATION NO. :�..... :: �....::.......... :...... �:::.. � I NTEI�I OI� ELEVATI ON 3 � ELEVATION NUMPEI� ShEET NUMPEI� � ............. � A I . PUILDING ELEVATION James Fahy Design NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K Rochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E - EXPRESS WRITTEN CONSENT OF JAMES FAF1Y � DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. c� 7 5 CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. 4�_0�� 4�_0�� 4�_0�� 4�_0�� 6. I I 4�_0�� 4�_0�� �}�_0�� �}�_0�� UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209. 7.7 I 2 �0 7.8 Copyright o2021 James Fahy, P.E., P.C. `� All rights reserved. IO � 7.4 . ... I2 6.3 � 0 6.9 REVISIONS: 3'_6�� ........ ...... ..... ........ NO. DATE BY DESCRIPTION 7.6 ........ .... ........ � � 0�� ..... .. ... 12 7. 1 T.O.PLT. I O 7.3 � N _ I2 A7.O 6. IO �::...:......:... ..1..2 - O 1 0 .... 1 0 6.2 � O � :::::::: . -.......:::::�::::: : . �... � ... 5. I - � _ . � O O O O O O O O O O � .. <o o �''''''''''' ': :::::: :..... 6. I ...::::::: . "LJ':::::: ::: ' :::: ..... .. . � E 6.6 �\ ......... . . � O 2ND. FLR. 6.4 ...... .. 5.2 � ........ ...... .......... . .... . - 6.3 6" T.O.PLT. ..... � � O � O � O � -- � _ -- � _ -_ -_ 26. I co - � 8. � � . . . _ - - ---o - _ o - - _ _ o �i - �i 6.7 � N O N O � � � _ � U :.. .. ..... O '..... � � N � � = O � 7.2 �: :. A � � � N O I O _ - - -�a � � 0 N . .. :�::... o � o _ - - _ _ . _ �.. . . .... :... ::..... ..... � N O = O - - O � 0 �. . N _ _ _ _ _ _ _ _ _ _ .: a � m o� - I ST. FLR. __ _ _ _ _ _ _ _ _ o -- _ _ _ _ ,..� 6.8 _ _ _ _ -- - - - - - .�.... : ...... - - - a = - - a = - ' - a - - - a = - - a = - - a = - ' - a - - - a = - - - _ - - a = - ' - a - - - o .�.. T.O.FND. - _ - - _ - - _ - - _ - - - - _ - - _ - - _ - - - - _ - -....,. ... .. - - ELEV. O a� = o� .- a� = o� .- -_ - - - a� = o� = a� = o� .- -_ - -_ = a� = o� .- -_ - -_ _ ] .- -_ : -_ : -_ � ._ o� .-.. .:: ::_:.�:: ::. .., __ __ : __ : __ : __ : __ : __ : __ : _ . ... .... : , , . �.., ca co� � o� o� - � _o - � - - - _ � = o� -_ _� -_ _= _o = _ __ _ __ _ __ _ _ _� -_ �_ _� __ __ _ - - __ _� _ _ _ _ __ __ -� __ . o� :: .. � :r .� . � � � _ _ __ _ _ _ _ _ _ _ _ _ - _ _ _ - a = - Qa = - a = - - o = - - a = - Qa = - _ - ---a - - ---o = - - a = ---o = - - Qa - - - o = - --- - ::o : Qa. - - -o. .. ::�: --- - _ _ a = _ � _ _ _-- � .:. .... ... - - - - - - - - - - - - - - - - _ - ❑ _ - �❑ _ - ❑ _ _ _ - ❑ _ - �❑ � _ � _ ❑ � _ � � _ - � - - - � �_.. _ _ _ o - o� _ - o _ - _ _ -_ � _ -_ � __ � -_ � _ _ _ -_ � _ -_ � _ _ _ _ _ _ -_ � - i _ � _ _ _ �:� _ _ . � :rt: ..: _ _ _ _ _ -_ � _ - _ 0 0 0 0 0 _ o 0 0 �o o ��co c�::: , co::: o 0 0 0 4. i o �, �c� c� �- �c� o - o - - � �- �� o - - - o:::- co o - co� o _ _� --c� _ _c� _ -c� _ -- _ _ --c� _ _c� _ _ -- _ -- _ _ c� -- _ _ _ -- _ _ -- - -- _ _ _ � _ _ _ _ -- - _ -- _ _ c� _ -- _ _ -- _ _ _ _ _ _ _ _ _ _ _a �a_ _a _a O _ _o _ _a �a_ _a _ _a O � _ _o _ a O _ _o ❑_ _a _ _o _ O _ o �o _a � _ _o � _ _ - O a ❑_ _a _ _ _ _ _ _ _ - O _ _ �O - - O _ _ O _ �O - - - - O - � - -_ o� _ - - ❑ _ D� _ _ o� _ �O - _ o� _ GfZADE O O O O O O O O O O O O O O O O O O O O O O O O O O O O ELEV. I . .... :.... .. T.O.FTG. z 6. I 2 ....... .. 4.2 � - � � � � ..I ... I � I TYPICAL � o UNIT I 4 � I UNIT I 3 �I 4 � UNIT I 2 I� j:::. UNfT::�.l I I � UNIT I 0 6 5 3 � . � .... � � TYPE 'A' � TYPE �B� � A�.o � TYPE 'C' . I .. I �::.. TYPE 'D� 4.3 � TYPE 'AR' I ...... T.O.FTG. � - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - =::�- - - - - - - - - - - - - - - - - - �::-�::.-� - - �..- �:.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - � 3.2 ::.... .. - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - � - - - - - - - -.._ - _...-�--- I- - - - - - - - - - - - -.....� - �.:...� L .:_. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - . 3. I ::. SOUTN EAST ELEVATION (ALLEY) � � SCALE: I/4" = I '_O" .. PROJECT: ELEVATION SPECIFICATION NOTES: BALLSTON AVENUE 3.0 CONCRETE 3. 1 CONCRETESPREAD FOOTING. REFERTO FOUNDATION PLAN 5-UNIT TOWNNOME 3.2 CONCRETE FOUNDATION WALL. REFER TO FOUNDATION PLAN SARATOGA S�PI NGS, NY 3.3 CONCRETE PORCH SLAB, SLOPE AWAY FROM BUILDING 3.4 CONCRETE PORCH SLAB, FWSH WITH INTERIOR FLOOR LEVEL 6 9 SLOPE AWAY FROM BUILDING � 3.5 STEP FOOTING AS REQUIRED TO BEAR ON FIRM UNDISTURBED -' � NATIVE SOILS, MIN. 48" BELOW ADJACENT GRADE. SEE DETAIL m ................... .. Sr-iT. A7.0 ... . . . ......... ....... 4.0 MASONRY 4. I LIGHT WEIGHT STONE VENEER. MFR., TYPE � COLOR T.B.D. � 4.2 LIGr-iT WEIGr-iT STONE GARDEN WALL WITr-1 STONE CAP., TYPE . :.. � COLOR T.B.D. CLIENT: � � 4.3 PRE-CAST STONE WINDOW SILL AT STONE VENEER LOCATIONS ... I2 BALLSTON AVE � � 5.0 METALS 5. I Ix2 OVER 2x8 ALUMINUM WfZAPPED fZAKES PA�TNE�S, LLC 5.2 2x6 ALUMINUM WfZAPPED FASCIA WITH METAL DRIP EDGE � 5" ALUMINUM 'K' GUTTER WITr-1 DOWNSPOUTS. SEE SUGGESTED LOCATIONS Sr-1EET A5.0 T.O.PLT. 5.3 2/8 x 8/O GATES W/ 4'-O" fZADI US 6.0 WOODS, PLASTICS � COMPOSITES / � :: / � 6. I I x6 BOfZAL CORNER BOARDS / �: / \ 6.2 I x 6 BOfZAL TRIM GABLE FRIEZE BOARD. � � �� � � 6.3 I x 8 BOfZAL TRIM FRIEZE BOARD � N = I 2 6.4 TYPICAL BOfZAL WINDOW CASING: DRIP CAP O/ 3 5/8" CROWN - � � � / � / ON I x 6 TRIM BD. (9" HT.) CROSSHEAD. I x 4 SIDE CASING � � O � � �� / O\\ // SILL NOSE O/ I x 4 APRON DRAWING TITLE: .. .. . .. .. .. .. . °� _� � � � � 6.5 I x 4 BOfZAL CASING AT DOORS AND OVERr-1EAD GAfZAGE DRS. `� � 6.6 ± i o�� X i o�� BOX BEAMS WITr-1 I x BOfZAL WfZAP FRONT � RIGHT SIDE ELEVATION � 6. I 3 6.7 I O" x I O" COLUMNS WITH BOfZAL WfZAP � MLDG. SEE DETAILS in � �_0�� Sr-iT. A7.0 � 2ND. FLR. 6.8 36" HT. HANDfZAILS � GUARD fZAILS. MFR. � STYLE T.B.D. � - 6.9 FYPON LV I 2X24 DECOfZATIVE LOUVER VENT OR EQ. T.O.PLT. � � .:::::.. 6. I O LOUVERED SHUTTERS MFR. T.B.D. .. .. .. ..... 6. I I FYPON CLV I 6X36 DECOfZATIVE LOUVER VENT OR EQ. ..... . � 6. I 2 BOARD � BATTEN SHUTTERS MFR. T.B.D. Pr-1ASE: 6. I 3 I x I O BOfZAL TRIM FRIEZE BOARD CONSTRUCTION DOCUMENTS 6. 14 PROVIDE PLYWOOD PAINTED BLACK BEHIND WINDOWS INTO UNFINISHED SPACES � = C C JOB NO. PROJECT NO. - N O 7.0 THERMAL � MOISTURE PROTECTION A20-095 TOWNHOME � � � O 7. I 25 YEAR MIN. ARCHITECTUfZAL FIBERGLASS / ASPHALT SHINGLES. � MFR., TYPE � COLORT.B.D. � � 7.2 6" EXPOSURE HARDIE PLANK SIDING. TYPE � COLOR T.B.D. DRAWN BY: DRAWING NO: � � : OO OO 7 3 6" EXPOSURE HARDIE SHINGLE SIDING. Tl'PE � COLORT.B.D. ART m 7.4 HARDIE PANEL SIDING. TYPE � COLOR T.B.D. - I ST. FLR. 7.5 FIRE RETARDANT P.W. DECKING 4'-O" EACH SIDE OF Cr-1ECKED BY: 2 r-iR. SEPAfZATION WALL PER 2020 RCNYS SECTION R302.2.2 XXX T.O.FND. J GfZADE (EXCEPTION) ELEV. O _ _ � -_ = ELEV. 321 7.6 2-LAYERS OF 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF SOFFIT DATE: � _ C� � z WITH VINYL SOFFIT COVER OVER. SEE ROOF LAYOUT FOR 02- I 6-202 I � � � � � ALL LOCATIONS .. . ._... - _ .. - _ - .. . _ _ � O 7.7 D ELLIN UNI EP I N LL EN ERLINE - � - _ - _ - r - - - - - - - - - - - - - - - - - - - - - � � 7.8 RIDGEVENTS. BREAKVENTSATFIRERETARDANTDECKING ..... . . . . �. .. . .�. .. .. . ... . . . :. .-_. � " �--: � -_ ...... _ � L - - - - - - - - - - - - - - - - - - - - - J 0 . � � a � o�� , = o I I 8. I PELLA LIFESTYLE WINDOWS (WINDOW SIZE, TYPE � PERFORMANCE � _ �� � _ � � DATA PER ELEVATION AND SCHEDULE ON SHT. A8.0) _ _ _a �.�. �..Qa �: aQa � - oQo � � � 8.2 3/O x 8/O THERMA TRU ENTRY DOORS OR EQ. (STYLE PER � ELEVATION AND SCHEDULE ON SHT. A8.0) :: ❑ :.. :::: _ _ IO. I � � :�: ` 8 3 INSULATED OVERHEAD GARAGE DOORS MFR T B D _ GfZADE �...:.0 C�C� C�O:: O O 3.5 � I :. ELEV. 3 1 3 � � :.... � � _ _ _ NOTE: REFER TO ENERGY SPEC. Sr-iT. T-2 SECTION 402.4.3 FOR MIN. l�;C�:FTG. :........ � � .... ....... - ��.fcA� :.:.:.:.:.:.: UNIT I 0 I I r AIR LEAKAGE REQUIREMENTS ...... ....... . TYPE AR .. � � . - - - - - - . .. r - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - IO.OSPECIALTIES T::::::FTG. ....... ....... � - �- - - - - - - J r - - - - - - - - J ....... - - - - I O. I DIRECT OR TOP VENT GAS FIREPLACE VENT PER MFR. ......... ........... ... ... - - - - - 26.0 ELECTRICAL ... ........ � � SO UTN WEST ELEVATI O N S I D L 26. I PROVIDE WALL OR CEILING MOUNTED LIGHTING AT ENTRY DOORS C J AND OVERr-1EAD GAfZAGE DOOR LOCATIONS. SCALE: I/4" = I '_O" 3I .O EARTr-iWORK 3I . I GfZADE VARIES (REFERTO SITE ENGINEERS GRADING PLAN) James Fahy Design NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K Rochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. 7 5 CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO ' " ' " ' " ' " ' " ' " ' " ' " �..... TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK - - - - - - - - ............. STATE EDUCATION LAW, ARTICLE 145, SECTION 7209. 7.7 I 2 I O. I I 2 I 2 7.8 Copyright o2021 James Fahy, P.E., P.C. All rights reserved. 9 IO 9 ...... 7 6 6.3 REVISIONS: ..... 6. I 3 . � ..... .......• NO. DATE BY DESCRIPTION ........ ...... ...... ........ ... ...... ... ....... ................. .................. .. ............. ....... .... ... ..... .. . . 7. I 7.3 T.O.PLT. I 2 � 7.4 � � � � � � � � � � � � ::.......:........ .. L L L L L L L L L L L L � ��...........:.::::�:::.. 9 ..:::... 26. I � .::::........�. ... 6.2 � ........ ...... � N O � 2 �:�:::::::�: :.... .... � I2 E E E � O � .. I:�.:::...... :: ::.:... � � Q 9 9 9 ... :::::::::. 5. I � 6. I4 � � � � ........ ... ..................... � .................... � � 7.2 6. I O H O ....... 5.2 � 2ND. FLR. ........ ...... T.O.PLT. ... ... � � � �� 6. I � N O N L - . � O � 6.5 :.. :::. .. . � � O ::.:: I �......::.. E . ::.:::.:::. :... 8.3 � � � � o � o � .:....... ... . .......::....... .::::::::::::::. _ � �� :... .:::::::�:.. : .: : :::::.. ::::.. . . m � .. .. - IST. FLR. - - O -- - - O -- I __ _ � - - - - - - :::::::�:. ��:::: :.. ::::::: ....... T.O.FND. - x . . - - x . . - ...-.. .�.... x .: :: . . . �::::: ::::::� - - GfZADE .. ....... ELEV. 32 I ELEV. O I UNIT I 0 � � UNIT I I I I UNIT I 2 I I � 4:.:�:. UNIT I 3 . 3.4 I UNIT I 4 � 3 � . � I I �� � �� � � �:: �. I ......... .. . ......... � TYPE 'AR' � � TYPE 'D' I I TYPE 'C' I : ::: I: �:::::::::.. :::..:::�:.. 5:�:::::. TYPE 'B' .: ::: ...... 8.2 I TYPE 'A' I ..... �.. ... . .... � .. .. :. :.....:.... ...... .. 6.4 ::... ..... � - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. -.:.- - - - - ..= - - - .- - - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7- T - - - - - - - - - - - - - - - � ..... :.:.. .... ...... ........ . 3. I o I I I I I I �::::::: :�:::::� I �::::::.�.....:.:::::: ::.....:::.. :.. I I .:..... _� I I I I I I .......:� � . 8. i I I .......:.. �:.... .:.. :.... ..... I I I I I I I I I I I I I I I I 6�8 I I I I I I I I I I I :.. .. T.O.FTG. :::::::. Tl'PICAL � - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - -..- - - - � - - - - - -.- :- - - - -t�-.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - � ... . L - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �.� � ��-� - - - - - - -:_- - - L - - - - - -...- - -.- - - -�- - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - J T.O.FTG. ....... NOf�TNWEST ELEVATION (STf�EET) . � SCALE: I/4" = I '-O" ............. . . .. PROJECT: ELEVATION SPECIFICATION NOTES: BALLSTON AVENUE 3.0 CONCRETE .......... 3. 1 CONCRETESPREAD FOOTING. REFERTO FOUNDATION PLAN 5-UNIT TOWNNOME 3.2 CONCRETE FOUNDATION WALL. REFER TO FOUNDATION PLAN SARATOGA S�PI NGS, NY 3.3 CONCRETE PORCH SLAB, SLOPE AWAY FROM BUILDING 3.4 CONCRETE PORCH SLAB, FWSH WITH INTERIOR FLOOR LEVEL 6 9 SLOPE AWAY FROM BUILDING � 3.5 STEP FOOTING AS REQUIRED TO BEAR ON FIRM UNDISTURBED ................... -' �......:. NATIVE SOILS, MIN. 48" BELOW ADJACENT GRADE. SEE DETAIL ::. Sr-iT. A7.0 .. .. .... .. .. .. . . 4.0 MASONRY r �� 4. I LIGHT WEIGHT STONE VENEER. MFR., TYPE � COLOR T.B.D. 4.2 LIGr-iT WEIGr-iT STONE GARDEN WALL WITr-1 STONE CAP., TYPE .... � COLOR T.B.D. CLIENT: I 2 .. � 4.3 PRE-CAST STONE WINDOW SILL AT STONE VENEER LOCATIONS � . 5.0 METALS BALLSTON AVE � ...... 5. I Ix2 OVER 2x8 ALUMINUM WfZAPPED fZAKES PA�TNE�S, LLC ... 5.2 2x6 ALUMINUM WfZAPPED FASCIA WITH METAL DRIP EDGE � 5" ALUMINUM 'K' GUTTER WITr-1 DOWNSPOUTS. SEE SUGGESTED LOCATIONS Sr-1EET A5.0 T.O.PLT. . 5.3 2/8 x 8/O GATES W/ 4'-O" fZADIUS . . .. ... ...... . . . ... 6.0 WOODS, PLASTICS � COMPOSITES ... . / � / � 6. I I x6 BOfZAL CORNER BOARDS / \ / \ 6.2 I x 6 BOfZAL TRIM GABLE FRIEZE BOARD. � .. � � � � 6.3 I x 8 BOfZAL TRIM FRIEZE BOARD � N = I 2 6.4 TYPICAL BOfZAL WINDOW CASING: DRIP CAP O/ 3 5/8" CROWN - � � \:::.. / � / ON I x 6 TRIM BD. (9" HT.) CROSSHEAD. I x 4 SIDE CASING � � O � \::.. / \ / � SILL NOSE O/ I x 4 APRON DRAWING TITLE: °� _� � �� � � KO � � KO 6.5 I x 4 BOfZAL CASING AT DOORS AND OVERr-1EAD GAfZAGE DRS. `� � 6.6 ± i o�� X i o�� BOX BEAMS WITr-1 I x BOfZAL WfZAP REAR � LEFT SIDE ELEVATIONS � 6. I 3 6.7 I O" x I O" COLUMNS WITH BOfZAL WfZAP � MLDG. SEE DETAILS in � �_0�� Sr-iT. A7.0 � 2ND. FLR. 6.8 36" HT. HANDfZAILS � GUARD fZAILS. MFR. � STYLE T.B.D. � - � 6.9 FYPON LV I 2X24 DECOfZATIVE LOUVER VENT OR EQ. T.O.PLT. .::::::. 6. I O LOUVERED SHUTTERS MFR. T.B.D. ....... ....... .. 6. I I FYPON CLV I 6X36 DECOfZATIVE LOUVER VENT OR EQ. 6. I 2 BOARD � BATTEN SHUTTERS MFR. T.B.D. Pr-1ASE: 6. I 3 I x I O BOfZAL TRIM FRIEZE BOARD CONSTRUCTION DOCUMENTS 6. 14 PROVIDE PLYWOOD PAINTED BLACK BEHIND WINDOWS INTO UNFINISHED SPACES � _ . . C C - N O 7.0 THERMAL � MOISTURE PROTECTION JOB NO. PROJECT NO. � � � 7. I 25 YEAR MIN. ARCHITECTUfZAL FIBERGLASS / ASPHALT SHINGLES. A2O-O9�J TOWNHOME � , D � Q O MFR., TYPE � COLORT.B.D. 7.2 6 E X P O S U R E H A R D I E P L A N K S I D I N G. T Y P E � C O L O R T.B.D. DRAWN BY: DRAWING NO: � � B O B O 7 3 6" EXPOSURE HARDIE SHINGLE SIDING. Tl'PE � COLORT.B.D. ART m 7.4 HARDIE PANEL SIDING. TYPE � COLOR T.B.D. - I ST. FLR. 7.5 FIRE RETARDANT P.W. DECKING 4'-O" EACH SIDE OF Cr-1ECKED BY: .... _. . ......._ :....._ - - - - - � 2 r-iR. SEPAfZATION WALL PER 2020 RCNYS SECTION R302.2.2 XXX T.O.FN D. GfZADE (EXCEPTI ON) .. .... ....... ELEV. 321 .:.......:... - - - - - - - - ELEV. O = []� - _ 7.6 2-LAYERS OF 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF SOFFIT DATE: �: :� � C� _ WITH VINYL SOFFIT COVER OVER. SEE ROOF LAYOUT FOR 02- I 6-202 I �:::: I ..... �� - - ALL LOCATIONS _..... �..... ...... _ _ C�:. :. I :�::::: ::::: _ ` - _ _' - '_ � _ 7.7 DWELLING UNIT SEPAfZATION WALL CENTERLINE _�. ... �. ...:. - O = O - 7.8 RIDGE VENTS. BREAK VENTS AT FIRE RETARDANT DECKING �:::::.. - � - _ - - - - - - ::::- - - - -...-::- - - - - - - - - - - - - � ... � ::.... .... _ .......................... ... � - -.:-:- � = - - - - - - - - - - - J � _ �� _ -- �' _ � ' _ - - - - - o . . ........ � � � � � , CO C�� , o� 8. I PELLA LIFESTYLE WINDOWS (WINDOW SIZE, TYPE � PERFORMANCE � I I � _ = DATA PER ELEVATION AND SCHEDULE ON SHT. A8.0) = c�Oc� -�Oc� - I I _ _o � - ❑_ a � - aQa � - ❑_ _0 8.2 3/O x 8/O THERMA TRU ENTRY DOORS OR EQ. (STYLE PER � ELEV A TI ON AND S CHEDULE ON SH T. A 8.0) ... ::.. � � I O. I _ �0 _ � - -_�Q -� I I 3 5 O C�O C�O C�O GfZADE 8.3 INSULATED OVERHEAD GARAGE DOORS MFR. T.B.D. ELEV. 3 I 3 � "' "' � � -......:. NOTE: REFER TO ENERGY SPEC. Sr-iT. T-2 SECTION 402.4.3 FOR MIN. T.O.FTG. :....... . TYPICAL :�:::::: . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I I UNIT 14 AIRLEAKAGEREQUIREMENTS :.... . TYPE A . � - - - - - � I I � � .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . ....... � � I O.O SPECIALTIES ....... � ::::::.. T.O.FTG. ....... ....... � I O. I DIRECT OR TOP VENT GAS FIREPLACE VENT PER MFR. ....... - - - - - - - - � - - - - - - - - - - - - ..... ... ... - - - - - - - - 26.0 ELECTRICAL � � � N O f�TN EAST E LEVAT I O N S I D L 26. I PROVIDE WALL OR CEILING MOUNTED LIGHTING AT ENTRY DOORS C J AND OVERr-1EAD GAfZAGE DOOR LOCATIONS. SCALE: I/4" = I '_O" 31 .O EARTr-iWORK James Fah Desi n 3 I . I GfZADE VARIES (REFER TO SITE ENGINEERS GRADING PLAN) �I g NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K Rochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com I 3 I '_2�� COPYRIGFIT NOTICE: 25'- I I " 26'- I I/4" 26'-6 3/4" 26'_8" 25'- I I " TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE I 2'_O" I 3'_ I I " 20'_5" 5'_8 I/4" 6'_6 3/4" 20'_O" 6'_3" 20'_5" I 3'_ I I " I 2'_O" PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. I '_4" 9'_4" M.O. I '-4" 2'-2 I/2" I 6'-4" M.O. I '- I O I/2" I '- I O" I 6'-4" M.O. I '- I O" I '- I O I/2" I 6'-4" M.O. 2'-2 I/2" I '_4" 9'_4" M.O. I '_4" CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO I/2" TO FfZAME WALL I/2" TO FfZAME WALL TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209. I .. .... - - - - - - - - - - - - - - - - - - - - - I I2'-3�� � :�::.:::: I ........ ........ - - - - - - - - - - - - - - - - - - - - - - � ........ - - - - - - - - - - - - - - - - - - - - - - - .... .. ... - - - - - - - - - - - - - ELEV. + I 2" E � E � - - - - - - -:::::-. - - -::-:. - Copyright o2021 James Fahy, P.E., P.C. � � � E � � E E � � E � ELEV. + I 2" ::....::::::::. :. :::: All rights reserved. � - - � STE� � I I I � I � � I I � I � ................ - - - .....„- •--- •---...•„-.�..•-�- - - -:... :I:: .: E ..... . ..... :::: : . I I E � � STEP � FTG� � I I I � ELEV. + I 2" � I ELEV. + I 2" � � O Q I . I ELEV. + I 2" I � FTG. - � � I I � I � � I � I I I � � I . ....... �. E o o I � = o Q °� = I i � I I � � � I � i I �� � _ � I:::�::.o : :� I I REVISIONS: I I I � X � `0 4 � � I o� I � � I I I � � I I ELEV. +8 J � I :�::::::.. I NO. DATE BY DESCRIPTION � � � � A6.3 � U N EXCAVATED � �:: � � �...... :.... � � � z ... ........ .... ...... I - F N 4" CONC. SLAB W/ � F � � .: � I L - °� - - - - J I I � I � � I � � � L - - - - - - - - - - - �,:::::�1:: .. � o ::: � � - - - - � � � 6��x6" I O/I O W.W.M. O/ � � � -� ELE�/...+::I:�". :::. � ................. ............... . ............. . ............. .. _ I I I 6" GfZANULAR FILL I I :::: .. :�: U N EXCAVATED . � � � I I o � - - - - - -13�- i i�� - - - - - � I � � � � � � � � � UNEXCAVATED H � � - - - - - - - - - - - - -:::-: - �.. .:. :::::::.o ::::.:�::::::::� � I I � 4�� CONC. SLAB W/ I � �� � � � - - I I I �_ - � � �� I �. ..:..:::::::I:: .: ::I:::::: :. . .. � ...... ............ FI LL ELEV. +8 � U N EXCAVATED � � � � � � � � � � � 4 CONC. SLAB W/ � FI LL _.�.. ............ �. ..... ......... � 6"x6" I O/I O W.W.M. O/ -� �� �� �:::::::''�' � � � „ 6 � �� �� �� � �� _� _� - 6 x6 I O/I O W.W.M. O/ 7 �� �� » ��: � 6 GfZANULAR FILL � I 4 CONC. SLAB W/ 6 x 6 I O/I O I 4 CONC. SLAB W/ � � N N � � � �N N � � 4 CONC. SLAB W/:�...�c::6.:�:f:0/I O I I 6" GfZANULAR FILL I I � � UNEXCAVATED � o� W.W.MESr-1 O/ 6" GfZANULAfZ FILL _ J I 6"x6"I O/I O W.W.M. O/ I � � I 6x6 P.T. POST ABV. I I � � �EV I W.W.MESr-1 O/„�``;GRANULIXF:::FILL ��V I L - - - - - - - L - - - - - - =:-- - - -:'-:- �.::...I. . . :I:�::.: 4" CONC. SLAB W/ � I �o � I I - - - - - - - 6�� GfZANULAR FILL . . c� � � � � � � � � ON I 8"QS CONC. PIER � I o o � � � :.:.:. ........ 6"x6" I O/I O W.W.M. O/ � � _� I I � I - - - - - - - - - I I I � � � � MIN. 48" BELOW ADJ. GfZADE _ I I � � � I I �:......:....... :::.- _.-..- - - - : ..I. 6�� G.�NULAR FILL N � - - - � I I � I � N N � I O I N N � I O I . .�. ��:.- - - - - �... � •�:::: � I z � � I I '-4�� � G I 4'-3" � 20'-9�� _� � _� f .:... :::::.:::::..... �:::::: � � '- I I/4" 6'- I 3/4" � � � E I � E � :::#: . '�' � � � I I � ....:.�...... :......::... ::. j � _ � I � I I I E E I � � � � ... � � 7 � I - � i o oQ � � E � I I _ A6.4 I � � � ` � � STEP � � � � STEP I A6.4 ........... � � � E I � X � � I �o � I � I � I � STEP � � TEP � I � FTG. � � � FTG. ::::�:: I � �o. � 1�::::::.. � � I I � I � O I � �EVE�SED �::.,.. I .... ......... :::.... I - I � � I I I � FTG. TG. � � � � � O �� f:: I. I �:::�::. I � � � �� STEP � � � � � �_g�� I '-7 I/2" � � � .. FTG. I ° � � � o I � � _ I � Q I � I I '-8�� Q �.� .I ::::::'. � I .... ... I I I I g�_ � �� 2�_3�� � � � � I 9'- I " � � O � � � I 8'-4 I/2" � � � I 8'- I " � �: �f::. � �.: .. 2�_3�� ::....:: 9'- � �� � I STEP . = J I I - - - - - - - - - - - - - - - - - - - - - � � � - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - �::::::. �: :::� ... ... FTG. � � � � _ / / J 3'-6" 6'-7" � � � - - - I � � ::::::`7'=.1.0:::1::2" 3'-2 I/2�� \.. ::.::.::: � � � ...... � � m / /j j I - �: I :....::::::::: : � ��� m � _ � � - - - - - - - - N � � - - - I � - - - - - - - D - - N - -ELEV. + 12" - � r - o - � I� - - - - - - N - - D- - - - - - - - I - � I� - - - - - - -N - - - - D - - .....- - - � I - - - . � N - - - - - - - - � � :::.. - - - � / � � g - 8 � � � � � �:.. \ � - - - � � I , � _ = I � I� _ � �- - � � 8 m :. � � I 2x4 POSX ON ;;;;: . ...... � \� - - - - - - - - .... i r - - - � 4�4XP0�X O� � i � ELEV. O I I �o �o I �I fZEV. � � �<o <o � �� fZEV. �o :::::::::.... . � °::;; .::� ....... . - - - - - - - � � ::.... � � FOOTING @ � I � I D FOOTING @ I � I2'-9" 6'-4" �I � � I5'-6 I/2" � fZEV. � I� 6'-4" I2'-O I/2" � I� 7'- I I " � fZEV. � � 6'-4"::�::::.. ..:::::::::::::::.. �:�:::... .:::: � � 2 LOCATIONS :.. :�� . I � A c� 2 LOCATIONS = _ .. ... ................. _ - . A � � � � I/2" TO 9 F 9 I/2" TO � � � F 9 �/2" T�:::::. :: :::..........::: ....... : � I � �::: " I ..... , � � � � � FfZAME WALL I - - - - - - - - - I FfZAME WALL � I - - I FfZAME WA�L::: . . � � � � � � 15'-6" � � � � � � 15'-6" � . ..... � - � 4�_ � �� - - - - - � � - -�� - - 4, � „ 3�� � - - FILL '- I " :.. ...:.. ..:::::�::.. .�:::::.. � I "'' � � � - - � � � 9 :..... :.....:. � r - - � � � � � � � m ELEV. + I 2" A6.5 4" CONC. SLAB W/ °� � m � � � � 4" CONC. SLAB W/I ....: .. �.. . .:.... I �..::::.. I � I I I M M N _� �::::::::�::::::::.. � I I -' I „ I I 6�� X 6�� i o�i o � I m i i � I � 6�� X 6�� i o�i o I ::.:::. . . .... �, : . . 1 I � � � I � m �� I ELEV. +8 P r I W.W.ME�Ff:.O/ O A6.2 � L = � � � W.W.MESr-1O/ � � I I....... r :. :..� - � I A6.5 � �� . :. :. - - � :::::.::::�:::. J � O m � W I O x 26 ;.:. - - - - - - - J L 6 GfZANULAR FILL_ ; ;;;;: W I O x 26 _ L 6 G�NULAR FILJ �� '�:I::O x 26 ::..�. m � - - - - - - - - - � � � I 3�� Q� (I I GA.) STL. COL. I m � - - - - . . : . . �... ...� c� 3" Q� (I I GA.) STL. COL. � � I I � f ::.. I I I � ON 30" x 30" x I 2" DP. FTG. I I ON 30" x 30" x I 2" DP. FTG. � � L � � J � � � :..... _ �,..:. . J .....::.: �_ �� :�:. � I .:...... I � � I4'-9" - - - - - - - - - - - - - I3'-7 I/2" � � - - - - - -:::. I3 9 �: I � � � � G 7'-4�� � � � I � G 8'-2 I/2" � � I �::: ::.. 8'-2 I/2��:::::: � :: I � I � � - I � - � I :::::. _ �: .. i I3'-O" � � � �� � �� � �� <o K � � � <o K � � � �::::: :.. 4" W.x:B".f1T. ,: . �o � � . I i3-o 6-0 6-� I PASEMENT PASEMENT � ::::.s-r��:wA�� oN � � PASE.ME:NT I � � , � � . .... I � I 2'-7" � � •4" CONC. SLAB W/ 6"x6" I O/I O � � � � I � � I:C7".:VV. x 9'-O" r-iT. .4" CONC. ,SLAB:IN/ �"x.6"I O/:I:Q::. I � I 3'-7" � I I I m I _ - W.W.M. O/ 6 MIL. POLY I I I � •W.W M 0�6 MI�POLY I O/I O I � ���C. WALL I m I I _ - _ _ _ _ I � � �� � W.W.M..Q1.6 Mf�:::.POL�'::: �� - I I K I _� - BARRIER O/ 6 GfZANULAR FILL � I � � � BARRIER O/ 6" GfZANULAR FILL� -' I � � BARRIER �J 6" GI�A:�IULAR.FIL�: � I K � I � BASEMENT HI-EFF. HI-E . _� -' ' -' � - HI-EFF. HI-E . � - � •ALL WALL FOOTINGS TO BE - � _ - _ � �� �� �� FURN. W.H. � I � � - _ � •ALL WALL FOOTINGS TO BE _� - � I - .ALL WALL ��OTING� t0 �� -� - I F�RN. w.�. BASEMENT I I - � •4 CONC. SLAB W/ 6 x6 I O/I O � � N 20" W x I 2" r-iT. ' � ; 2 0" W x I 2" r-i T. �....... . � - . :. 2 0" W x I 2" 1�4 T. � I �� �� �� � � � 6 � � � --. � .......� �_: ::� �� ; :.. ... � 6 .4 CONC. SLAB W/ 6x6 IO/I O � � _� � W.W.M. O/ 6 MIL. POLY •SEE NOTES BELOW FOR ALL � 3�_3�� g�_2�� 9'-O I/2" 3'_3" •S E E N O T E S B E L O W F O R A L L...::::::::�:: :::: 9 a 11� 3 3 �5�E N O T E S B�t O W F O R A L L I _ � 26 2 REINFORCING .:.. � 2.6�_5�� .. R�:4:�l.FORCING I EVE SED � �� � m cN i � BARRIER O/ 6" GfZANULAR FILL A6.4 I � I � REINFORCING 26,_5„ � �� :: � � ' A6.4 W.W.M. O/ 6 MIL. POLY � , •ALL W ALL F O O TIN G S T O BE � I 3'-8" I 2'-9" � R R � � 20" W x I 2" r-iT. - - - - I 3'-8" I 2'-9" � I 3'-8" I 2'-6" :: .: ... ... :�. :::... :.. .. - - B A R I E R O 6 G I R NUL R FILL � I B E A MI � � •2 0 WAL i 2 O T I NGS TO BE I � � •S E E N O T E S B E L O W F O R A L L _ � _ _ P R O V I D E C O N T R O L J O I N T S A L O G � � B E A M _ _ P R O V I D E C O N T R O L J O I N T S:�:A L O. G::::::::f::::::�:: �: B E A M _ _ P R O V I D E C O N T R O L J O I N T S A L O G � _ � � I REINFORCING � I � I I P O C K E T r BEAM LINES � PERPENDICULAR � POCKET r BEAM LINES �,PERPENDICi�:LAR:: ::::� POCKET �:..::� BEAM LINES � PERPENDICULAR I I � �O •S E E N O T E S B E L O W F O R A L L � I � I � � REINFORCING I � -' I _ I _ I _ W8 x I 8 _ _ � � TO COL. LOCATIONS _ _ _ W8 x I 8 _ _ � � TO COL�LQG:A;�1:0�5:.. _ _ W8 x I 8 _ � :::: � TO COL. LOCATIONS _ I _ _ _I_ I� � I � N I I I I I I � 4" QS (I I GA.) ADJ. STL. COL. � :: � � I I I N � I .... .. . � � �� �� �� �� . .� ..:.... �:�.:::::::: � � I I 4 Q� (I I GA.) ADJ. STL. COL. L -I- J I ON 36 x 36 x I 2 DP. FTG. L -I- J g .�.....:...... L I- J I PROVIDE CONTROL JOINTS ALONG I I I I PROVIDE CONTROL JOINTS ALONG I ON 36" x 36" x I 2" DP. FTG. � � � 2 LOCATIONS � � I I � _ _ _ � � � _ I A6,4 .::. I - 4" QS (I I GA.) ADJ. STL. COL. � � BEAM LINES � PERPENDICULAR � - - - I � BEAM LINES � PERPENDICULAR I � 2 LOCATIONS HI-EFF. HI-E . N � I � � � „ „ „ I I I A TO COL. LOCATIONS � � � _ FURN. W.r-1. N I � � HI-EFF. r-11-.E. . ..... REVERS�Q _ � N ON 36 x 36 x I 2 DP. FTG. I I TO COL. LOCATIONS I A I ::... � � 3 I/2" QS STL. PIPE COL. (36K51) I � � N FURN. UV::�:- .:::::::�:. ..... .... � �� � � � N 2 LOCATIONS � � �� � � � .....::.... �....::.. _� I � � �� � �� -' � 3 I l2 QS STL. PIPE COL. (36K51) � � ON 54" x 54" x I 2" DP. FTG. � I 2'-4 I/2" I 4'-O I/2" I 4'- I I " :::: :...... I..I...-3.....:.:::::::::: � I 5-O I/2 I I -4 I/2 � � ON 54" x 54" x I 2" DP. FTG. I � STEP I � �: I STEP 3 I W/ NO. 5 BAR 8" O.C. BOTr-1 WAYS � n - .. - n � W/ NO. 5 BAR 8" O.C. BOTr-1 WAYS I 3 FTG. I � I ' I � I � I � = D...... K I I I I � HI-EFF. HI-E . � I I � � � I FTG. ........ .......... ...... .... =-�::;-�- - - - - - - - ' � N � � I I - - - - - - - - - - - - � - � O �-- - - - .... J I I FU�N. W.r-1. r - - - - - - - - - - - - - - � � I N � � - N � � I - D K � II I m 8 C ...: - I � L D - I � I N - I ::.....:.. B � � � r - - - - - - - - - - - � � � � A6.4 : I � - - - - - - - - - - ��� 1 2 � r - - - - - - - - - - - - � � � X I B I I I �I BEAM I � I � FI LL I I RO K � I � � .. � I .}...... A6O.5 - � A6.3 � �� FI LL � � O I I I 5 � I PROJECT: � I � FI LL c� c I I I �:......:... �. A6. I POCKET 5 I 4" CONC. SLAB W/ � ELEV. -84 I � � � � � 4 CONC. SLAB W/ � � _� 6 x 6 I O/I O W.W.MESr-1 - - - - - � � � .. ::....... � � -' � 6" x 6" I O/I O W.W.MESr-1 -' A6.4 BEAM CROCK � � �� �� I I � .�.....:......::..... .... �...4�� CONC. SLAB W/ � I � I � I CROCK C ELEV. -84" A6.4 � I � �� L - - - - - - - � ......... � 6" x 6" I O/I O W.W.MESr-1 � - �� � �� I � O/ 6 GfZANULAR FILL I I . .. . , , I � �:: � � I I I � � ELEV. -84 r I O/ 6" GfZANULAR FILL � � ELEV. -84 POCKET I ELEV. O ELEV. O � L - - - - - - - - - - - - - J � L _ - � {: :::... �,Rb�K I LO/ 6" ��Nu�A�F���- - - - � - - - - - - - - - - - - - - - BALLSTON AVENUE - - - - - - - - - - � L �.. �. � . - - � L - - - - - - - J L - - - - - - - - - - - - J � L �E���- - - - - - - - J - - - - - - - - - - - - - - � - - - - - - - - - - �:: .. �, . . : . , : . : � I ::.. ... �L�v. -8.�... J I � - - - � C-� ; B Oo o ^ ._ - :.._ _ � - � � - - - - - - - - - - - - - - � � - -oO- - - - - - - - - - - - - E�Ev. o - � < r - - � _ N I L..... .....: ;, ,. _ _ r - - � -B - - - o - 0- - - - - o ; r - - - � - - - - - - - - - - O - - - - - � � - - - - - - - - - - - - - - � � SAfZATOGA SfZPINGS, NY � � F I L L � � � B � o - .--...-, - -....-- - - .=.- _ � _ _ � � E L E V. O � � F I L L � � � � � 4" CONC. SLAB W/ � I O I � - - - � - g �::::::::.. ��' :::..:..:::::::::' B I Q - - - � ELEV. O � - - - I O I � 4" CONC. SLAB W/ � I � � I 6�� x 6" I O/I O W.W.MESr-1 I �� A6.3 � � - - � ... 8 � � I 2-3 � : � � �� � O/ 6" GfZANULAR FILL g I I ; � - � : : � II I - - - - I LEV. VARIE / 6 GfZANULAR . �E�� - - - � - - - - - - - - - - - - - J 3 TO FRR.. :�::. - - - - - - - - - - - - - - - - - � �� I x I /I M 4 � - - - - I I � E s I � J I � I ;; � - - - I �L�u:.:�/ARIES WALL ` I I ; ; ; I I I O FIL ; ;: .:::.. - - - - > - � . I , - � - - - .. .. .. .. - - - - - - - I - - I N . N � : : ; � N - - - - - - :: - � r - - - - � B � . � - - - - � E _� r - - - - - � � - - : ::: ......... .. - - - - - - � � .�.....:..... I - I : ; � _ � � A6.0 � - - - I : �:::. ::: A6.0 � I - A6. I F � : - - - ; � - � - - - - - - ; I B ... � - - - - - - _ :.. � ; : - - - - - - 3 � ' ' � � ;; I - - - I ':: � �:: � I - - - - � � A6. I � ; ; I - - - I � I ;; � � ` I CLIENT: .. ::: .. : A6.3 A I s � � I � ;; I � � ..... .. � I - - - - I � � �� � ' ` � � � � ;; � � > � A6.0 � - - - - - - � I - - - >.< � ::::::::..:...�. ... :........ ELEV. VARIES 6-8 M.O. � ; ..; � 4'- I O" 6'-4" M.O. 2'-7° � - - - - - - � ELEV. VARIES BALLSTON AVE I � � I .... � - - - - - - - � I I � - - - - - - � - - - � � ; � , �-4�� � �-4�� � : � - - - - - - PAf�TNEf�S, LLC N I � ELEV. VARIES I L - - I L- - J I I L- - - I I � - � - � ; '•'•''•'•'•'•'�'�'��'�'� � � LINE OF - STEPS ABV UNIT I4 � � LINEOFSTEPSABV. - - ::.. ::: ...::: � - - - - - - - - - - - - - � - - - - - - � ........ � - - - - - - � TYPE �A� I � LINE OF STEPS ABV. LINE OF STEPS ABV. - - - - - - � I ELEV. - I 04" : C . .. ..tI�JE O�.STEPS A:BV. . - 04" . - 04�� - - - - - - I ELEV I ELEV I I - - - - - - I � ;: ELEV. - I 04" � � �16,0.: . � I ELEV. - I 04" I ; � .. ...... .. 5 U N IT I 0 I ` L -J ' I �N�T k:3:. UNIT I 2 UNIT I I � _ J � TYPE 'AR' I :•:�:......---- � � ---- � TYPE 'B'::::::�. TYPE 'C' TYPE 'D' ... 7'-O" 7'-O" 2'-7" 6'-4" M.O. 2'-8" 7'- I'�::I:f�" � . ::::.. 5'-6" :::::. 3'-2" 6'-4" M.O. 3'- I O I/2" 4'- I " 6'-4" M.O. 3'- I O" 5'-6" 6'- I " 3'-O I/2" 9'-4" I '- I O" 5'-6" 6'-8 I/2" 7'_O" 7'_O" DRAWING TITLE: ... ..... i 4�-0�� i i �-�" ::[:�':=4 I/2�� :::: : :: i 3�-4 i/2�� i 4�-3�� i i �-��� i 4�-2 i/2�� i 2'-2 I/2�� i 2�-��� i 4�-0�� BASEMENT / FOU NDATION PLAN 25'-7" . �:::::: 26'-9" 25'- I O" 26'-5" 26'-7�� ....... � ....... I 3 I '-2�� PARTIAL TABLE R404. I .2(8) MINIMUM VERTICAL REINFORCEMENT FOR NOMINAL FLAT BASEMENT WALLS (b,c,d,e,f,h,i,k,n, �o) PNASE: BASEM E NT / �O U N DATI O N l�LAN Maximum aximum Minimum Vertical Reinforcement - Bar size � Spacing (inches) CONSTRUCTION DOCUMENTS ..... .... .. Wall Unbalanced Soil classesaand design lateral soil (psf per foot of depth) .... ... SCALE: I/4" = I '_O" ::::: ::::: :::::: .::: Height Backfill r-it9 GW,GP,SW,SP GM, GC, SM, SM-SC and ML 511, ML-CLand Inorganic CL ....... ...... .. ....... .................... (feet) eet 30 45 60 ..... ................. .......... .... ... ........ ... Mininum wall thickness JOB NO. PROJECT NO. � 6 8 i o i 2 6 8 i o i 2 6 8 i o i 2 A20-095 TOWNHOME CONSTRUCTION NOTES: (UNLESS OTHERWISE NOTED) 4 NR NR NR NR NR NR NR NR NR NR NR NR CONSTRUCTION NOTES: FfZAMING CONSTRU�'�I:�N NOTE;�::::. 2020 FCNYS SECTION 91 5.3. I RESIDENTIAL BUILDINGS THAT CONTAIN A �3 i o.2.3.2 ��iNA�E. CODED NOTES: CONCRETE WALL CONSTRUCTION 5 NR NR NR NR 4@ 38 NR� NR NR 5@ 43 NR NR NR DRAWN BY: DRAWING NO: • SLABS AT PATIOS, PORCHES, WALKWAYS AND GAfZAGES TO BE 3500 PSI • PER 2020 RCNYS :R3:02.7 E�fCL�:�ED SPACE UNDER STAIRS THAT IS FUEL-BURNING APPLIANCE. CARBON MONOXIDE DETECTION SHALL BE WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY � „ „ � 8 6 4@ 37 NR� NR NR 5@ 37 NR NR NR 6@ 37 5@ 43 NR� NR ALL WALLS ARE POURED CONCRETE ON 20 W x I 2 DP. FOOTING WITr-1 ART MIN., AIR ENTfZAINED. AC�.E.��ED BY A D�:OR OR ACC�S�:.PANEL SHALL HAVE WALLS, INSTALLED IN RESIDENTIAL BUILDINGS IN ALL ROOMS, OCCUPIABLE SPACE, CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED 7 5@ 40 NR NR NR 6@ 37 5@ 41 NR� NR 6@ 34 6@ 43 NR NR . INTERIOR SLABS SHALL BE 2500 PSI MIN. AND SHALL BE AIR ENTfZAINED UNC�E T�`I�AI SU FA�� AND ANY�b�FITS P OTECTED ON THE ENCLOSED DWELLING UNITS SLEEPING A EAS AND SLEEPING UNITS THAT CONTAIN A BY SECTION 405. I O BY AN APP OVED ALTE NATIVE METHOD. REINFORCING PER CHART AND NOTES THIS SHEET � � R R R = R = R R R R 8 6@425@47 NR� NR 6@346@43 NR NR 6@276@326@44 NR CNECKEDBY: ...... �� IF SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION. SIDE 1NfTJ�4::1./�..GYPS:�J�1 BOARD FUEL-BURNING APPLIANCE. EXCEPTION: A DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT A. TYPICAL EXTERIOR WALL 8" W x 9'_O" HT 4 NR NR NR NR NR NR NR NR NR NR NR NR XXX • W A L L S A N D S P R E A D F O O T I N G T O B E 3 0 0 0 P S I M I N. W/ R E I N F O R C I N G A S �::•::::€L O OR SY S TEM:�1��T�::RE QUIREMEN T S OF 2 0 2 0 R CNY S SE C TI ON R E Q U I R E D W H E R E T H E F O U N D A T I O N I S O N W E L L-D R A I N E D S O I L O R �� � �� NR NR NR NR 4 35 NR� NR NR 5 40 NR NR NR NOTED AND SHALL BE AIR ENTfZAINED IF SUBJECT TO FREEZING AND �::�:3:Q2. I 3 EXCEPT�I�7N:��:FOR FIRE PROTECTION OF FLOORS 9 I 5.3. I .2 ROOMS WITH COMMUNICATING OPENINGS SAND-GfZAVEL MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL B. Tl'PICAL EXTERIOR, PORCH OR GAfZAGE WALL 8 W. x I I -O HT. 5 I @ @ I , _ 4 34 NR NR NR NR NR NR 6 36 6 39 NR NR C. PORCr-1 TO UNIT WALL I 2 W. x I I O r-iT. 6 6 48 � �� @ @ @ @ DATE: • - THAWING DURING CONSTRUCTION. ALL:CNI:�IDOW R.O.HT�::T�7 BE 6 I O I/2 ABV. T.O. SLAB CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN A CENTfZAL OR CLASSIFICATION SYSTEM, GROUP I SOILS, AS DETAILED IN TABLE R405. I 9 . �� � �� D. GA GE O PO CH TO UNIT WALL I O W. 9-O HT. 5 36 NR NR NR 6 34 5 37 NR NR 6 33 6 38 5 37 NR • ALL SLABS TO BE REINFORCED WITH WIRE MESH AS NOTED. • REF��:.TO SHEET S- I .O:FC;IR ALL INTERIOR AND EXTERIOR HEADERS AND OTHERWISE APPROVED LOCATION IN OCCUPIABLE SPACE, SLEEPING AREAS � R R + ,_ „ X , „ � @ i @ @ i @ @ @ 02- I 6-202 I • INSTALL I " DEEP x I/4" WIDE CONTROL JOINTS IN SLAB EVERY 300 S.F::.�-:::: FIR57:�LOOR FRAMING. ::::::. AND SLEEPING UNITS THAT HAVE A DIRECT COMMUNICATING OPENING TO A FOUNDATION ELEVATION LEGEND: E. �A��E wA�� 8 w X _4 o HT., BTM. OF FTG. MIN. 4-O BELOW g 6@ 38 5@ 41 NR NR 6@ 33 6@ 38 5@ 37 NR 6@ 24 6@ 29 6@ 39 4 48 ADJACENTGfZADE g 6@346 46 NR NR 6@266@30 6@41 NR 6@ 196@236@306@39 • ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI ;;;;;;;, �, ROOM THAT CONTAINS A FUEL-BURNING APPLIANCE @ � F. PORCr-1 WALL 8" W x 9'_8" r-iT 3 I 8 AND 2020 RCNYS Cr-1APTER 4. ... :�::.. GENEfZAL:I�QTES: �� ELEV. = O + I 2" 4 NR NR NR NR NR NR NR NR NR NR NR NR � G. PORCr-1 TO UNIT WALL 4" W x 8" HT. ON I O" W x 9'_O" HT 5 NR NR NR NR 4@ 33 NR� NR NR 5@ 38 NR NR NR • CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF.�k�Cf Q�Ni��.�........ �::::::..• A��A���ES To eE i 2/:i:2 2020 RCNYS SECTIN R3 I O WINDOW WELLS ELEV. = O + 8" H. PORCH TO GAfZAGE WALL 4" W. x 4" HT. ON 8" W x 9'_8" HT 5 48 NR� NR NR 6 45 NR NR NR 6 34 5 37 NR NR 2020RCNY5 Cr-1APTER 4. :::r:::ALL:FI�IAL UTILITY AND CROCK LOCATIONS TO BE DETERMINED ON SITE. 6 @ @ @ @ �� �� �� � �� ELEV. = O - I O ... ..... I. GAfZAGE WALL 4 W. x I 2 r-iT. ON 8 W. x 9 O r-iT. i 2020 RCNYS SECTION R3 I0.2.3 WINDOW WELLS • COORDINATE LOCATION OF ALL CONCRETE WALLS, PAf��ITIONS AND :�:::::. :::.:::ALL RPPLIANCES PER CONTfZACT. 7 6@ 47 NR NR NR 6@ 34 6@ 48 NR NR 6@ 30 6@ 35 6@ 48 NR . ' ' . ' ` ELEV. = O - 84" J. GAfZAGE WALL 4" W. x I 2" r-iT. ON 8" W. x ±4'-O" r-iT., BTM. OF FTG. MIN. OPENINGS WITH ARCHITECTUfZA.k�:n:i�A�l.�i:�.�. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN ,_ „ 8 6@ 34 5@ 38 NR NR 6@ 30 6@ 34 6@ 47 NR� 6@ 22 6@ 26 6@ 35 6 45 • • ELEV. - O - I 04" 4 O BELOW ADJACENT GfZADE i ... ALL FOOTINGS INCLUDING h�tQU�}Cf�t�C7.���� SHALLQVI7:��lVALL FOOTINGS ::::: - 6 34 6 41 4 48 NR 6 23 6 27 6 35 4 48 DR 6 22 6 27 6 34 ( )...... 2Q2:0 RCNYS SECTION R3 I 4 SMOKE ALARMS AND HEAT 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION AND WIDTH OF NOT LESS '�'�'�'�'�'�'�'�'�'�'�' �� �_ �� 9 @ @ @ @ @ @ @ @ @ @ MUST BEAR ON FIRM, UNDI:�TtJRBED NATIVE SOILS O:I�::�NGINEERED FILi�;.:... K. SEPARATION WALL ABV. ON I 2 W. x 9 O HT. CONC. WALL THAN 36 INCHES. THE AREA OF THE WINDOW WELL SHALL ALLOW THE = ;;:"::.::: ELEV. VARIES „ „ „ , „ I O 6@ 28 6@ 33 6@ 45 NR DR� 6@ 23 6@ 29 6@ 38 DR 6@ 22 6@ 22 6@ 28 � ...... DE�E:�TION L. UNIT TO PORCr-1 WALL 4 x 8 ON I 2 x I I -O (SEE NOTE BELOW) EMEfZGENCY ESCAPE AND fZESCUE OPENING TO BE FULLY OPENED. LIGHT WEIGHT STONE VENEEfZ O/ FOUNDATION M. POfZCH TO UNIT WALL AT STAIfZ. 4" W x 4" HT. ON 8" W x 9'_8" HT., FfZAME For SI: I inch = 25.4 mm; I foot = 304.8 mm; I pound per sc�uare foot per foot = 0. I 571 kPa2/m, I pound per sc�uare inch = 6.895 kPa. • ON SITE SOIL USED AS :��1�INEEfZED FILL SHALL BE FfZEE Q:�::DELET�:�I:Q:lJS EXCEPTION: THE LADDEfZ OfZ STEPS fZEQUIfZED BY SECTION fZ3 I 0.2.3. I �� NR = Not rec�uired. DR = Design Rec�uired R3 I 4.3 SMOKE ALARM LOCATIONS WALL ABV. TO OVERHANG FND. WALL 2 FOR INSULATION MATEfZIALS WITH NO PART:f:CLES GfZEATEfZ THAN 3.1I�:�HES. '��'�L:�I�:AL'L'BE SHALL BE PEfZMITTED TO ENCfZOACH NOT MOfZE THAN 6 INCHES INTO THE „ „ „ ,_ „ a. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405. I . PLACED IN LOOSE LIFT�::NQT TO EXCEED 8 INCHE5�:1I�::DEPTH AND 3. ON EACH ADDITIONAL STOfZY OF THE DWELLING, INCLUDING BASEMENT N. POfZCH TO UNIT WALL 4 W. x I 2 HTi ON I 2 W. x 9 O HT. b. Table values are based on reinforcing bars with a minimum yield strength of 60,000 psi. AND HABITABLE ATICS AND NOT INCLUDING CfZAWL SPACES AND REQUIRED DIMENSIONS OF THE WINDOW WELL. FRAMED WALL LEGEND: O. FULL HT. GAfZAGE WALL 8 W. x I O-O HT. c. Vertical reinforcement with a ield stren th of less than 60,000 si and bars of a different size than s ecified in the table are ermitted in accordance with Section COMPACTED TO 95% MAX1fvlUM DRY DENSITY PER...ASTM D I 557 AT R3 I 0.2.3. I LADDER AND STEPS y 9 p p p UNINHABITABLE ATTICS. IN DWELLING OfZ DWELLING UNITS WITH SPLIT P. POfZCH TO POfZCH WALL I O" W. x I O'-O" HT. R404. I .3.3.7.6 and Table R404. I .2(9). MOISTURE CONTENTS 1NfT�41N..3% OF OPTIMUM. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES SHALL O 2 x 4 FfZAME WALLS - I 6" O.C. „ „ „ ,_ „ _ _ _ � LEVELS AND WITHOUT AN INTEfZVENING DOOfZ BETWEEN THE ADJACENT Q. SEPARATION WALL ABV. ON 4 W. x I 2 HT. ON I 2 W. x 9 O HT. d. NR indicates no vertical wall reinforcement is rec�uired, except for 6 inch nominal walls formed with stay in place forming systems in which case vertical reinforcement shall be No. PfZOVIDE CHEMICAL HAfZD�N�[L AND SEALEfZ TO AI�t:�fZOWEL FINISHED LEVELS, A SMOKE ALAfZM INSTALLED ONT THE UPPEfZ LEVEL SHALL BE EQUIPPED WITH A PEfZMANENTLY AFFIXED LADDEfZ OfZ STEPS USABLE WITH � 2 x 6 FfZAME WALLS - I 6 O.C. 4@48 inches on center. INTEfZIOfZ FLOOfZS WHICH A�:T:Q..BE LEFT EXPO,SEC?. SUFFICE FOfZ THE ADJACENT LOWEfZ LEVEL PfZOVIDED THAT THE LOWEfZ THE WINDOW IN THE FULLY OPEN POSITION. LADDEfZS OfZ STEPS fZEQUIfZED e. Allowable deflection criterion is U240, where L is the unsupported height of the basement wall in inches. • PfZOVIDE A NON SKID FINISH T�:AL�:C.O.NGR:�T�:V'✓ALKWAYS AND PITCH TO BYTHIS SECTION SHALL NOT BE fZEQUIfZED TO COMPLY WITH SECTIONS f. Interpolation is not permitted. LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. AVOID PONDING. � ............. ' fZ3 I I .7 AND fZ3 I I .8. LADDEfZS OfZ fZUNGS SHALL HAVE AN INSIDE WIDTH SYMBOL LEGEND: g. Where walls will retain 4 feet or more of unbalanced backfill, they shall be laterally supported at the top and bottom before backfilling. 2020 RCNYS SECTION R3 I 5 CARBON MONOXIDE OF NOT LESS THAN I 2 INCHES, SHALL PfZOJECT NOT LESS THAN 3 INCHES h. Vertical reinforcement shall be located to provide a cover of I I/4 inches measured from the inside face of the wall. The center of the steel shall not vary from the specified location WINDOW MEETS OR EXCEEDS THE EGRESS fZEINFOfZCING: OE by more than the greater of I 0 percent of the wall thickness or 3/8 inch. FfZOM THE WALL AND SHALL BE SPACED NOT MOfZE THAN I 8 INCHES ON fZEQUIfZEMENTS PEfZ 2020 fZCNYS SECTION fZ3 I 0.2 i. Concrete cover for reinforcement measured from the inside face of the wall shall be not less than 3/4 inch. Concrete cover for reinforcement measured from the outside face of the I • PROVIDE VERTICAL REINFORCING IN ALL FOUNDATION WALLS PER CHART ALARMS CENTER VERTICALLY FORTHE FULL HEIGHT OF THE WINDOW WELL. JC7meS FC7hy DeSIgI1 PROVIDED THIS SHEET wall shall be not less than I I/2 inches for No. 5 bars and smaller, and not less than 2 inches for larger bars. CONSTRUCTION DETAIL �. DR means design is rec�uired in accordance with the applicable building code, or where there is no code, in accord n e i • PfZOVIDE NO. 4 BAfZ HOfZIZONTAL AT ALL STEM WALLS fZ3 I 5. I GENEfZAL. CAfZBON MONOXIDE ALAfZMS SHALL BE PfZOVIDED IN X ALL DETAILS SHOWN ON SHEETS A7 TO A7. I k. Concrete shall have a specified compressive strength, f'�, of not less than 2,500 psi at 28 days, unless a higher ���r�u re �F���TRUCTI ON 2024 W. Nenrietta Rd. 5uite 3K • PROVIDE HORIZONTAL REINFORCING OF 5 NO. 4 BAR ACCORDANCE WITH SECTION 9 I 5 OF THE 2020 FCNYS � Rochester, New York I 4623 • PfZOVIDE CONTINUOUS fZEINFOfZCING IN ALL FOOTINGS OF 2 NO. 5 BAfZ I. The minimum thickness is permitted to be reduced 2 inches, provided the minimum specified compressive strength of concrete, f�, is 4,00 psi. XXXXXX ELEV. TOP OF CONC. WALL m. A plain concrete wall with a minimum nominal thickness ofpl 2 inches is permitted, provided minimum specified compressive strer�gk���c�q�e�����3�,�O�p�.l tel: 585-272�-J 650 y HOfZIZONTAL n. See Table R608.3 for tolerance from nominal thickness ermitted for flat walls. l.l� � �i�/ �/�/ � L e-mail: info amesfah com o. The use of this table shall be prohibited for soil c�ass�f�cat�ons not shown. website: www.�amesfahy.com I 3 I '_2�� COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL 26'-O" 26'-O" 26'-O" 26'-O" 26'-O" COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E I 2'_O" I 4'_O" 20'_O" 6'_O" 6'_O" 20'_O" 6'_O" 2Q'_Q" �4'_Q" � 2'_Q" EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE 2�_7�� 4�_5�� 7�_0�� 7�_0�� 4�_5�� 2�_7�� FOR CONSTRUCTION OF TFIESE PLANS. UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO � TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK I '- I O" 2'-7" 3'- I O" 3'-2" I O'-O" I O'-O" I O'-O" I O'-O" I O'-O" I O'-O" 3'-2" 3'- I O" 2'-7" I '- I O" STATE EDUCATION LAW, ARTICLE 145, SECTION ..... 7209. ..... .. .. .. :.•... :::.. ��3 ��2�� ��3 ��2�� ��3 ��2�� ��3 ��2�� .:.. .... / I 6/O x 8/O O r-1.D R. I 6/O x 8/O O r-1.D R. I 6/O x 8/O O r-1.D R. � 007 � 1 Copyright o2021 James Fahy, P.E., P.C. I 007 All rights reserved. 9/O x 8/O O r-1.D R. I � I � I 9�o X 8�0.:a:ra:br�: � :::::::::::::::::.. I 4'-3 I/2" � � .. :: ::::. � � I 4'-3 I/2" I 7'- I O" I 6'-5 I/2" � I I 6'-5 I/2" I 7'- I O" I - I I _ REVISIONS: � I O" x I O" BOX BM. I I I O" x I O" OX BM. a: :::::.. •::::.. .:::: :::::::. NO. DATE BY DESCRIPTION `� i o�� SQ. co�. I o I o I i o�� SQ. co�. � :: GA�\AGE _ DECOfZATIVE fZAILIN � � GAI�AGE GAI�AGE GAI�AGE � _ � � I ECOfZATIVE fZAILING 246 S.F. � I � - 421 S.F. - - - - - I I o ��A�AGE ....: . - - - - � � � 42 I S.F. � � 42 I S.F. � :�:.. 246..�,F......:::::: :.. - - - - - - - � � � � � � � _ _ - - - - - - - - - - - - .............. I I I - - - - - � �o �o �o �o � I I ............ ...... ........... - - - - - - - 6 _ CONC. - - - - - 4 I I - - I I - - - - - ..'CO:�IC: '�'.... - o I I o 0 0 � � : �:::::�:::::::�::: . o...:..... � P I� - - - X .:...........: :: :�:::POI�C.N _.�....:.. _ 6.3 _ � � PLUS 70 S.F. � � N N N , ;; I I '-8 I/2" I 4-3 I/2 I 4-3 I!�.:: .. :..... :.. I I -8 I/2 ...... � 6" W. x I O" r-1. BOX BM. 6" W. x I O" r-1. BOX BM. � �� O I 3 BOfZAL TRIM O/ / F'LUS 70.:�::F::::: : :...�: � �� I .... . ....... . _ I � O - O � A7.0 6x6 P.T.POST A7.0 � '� - - - N : >;: �:>. 3 Ox8 O ;;:� ;;; ;:: ;::: BfZACKET ABV. BfZACKET ABV. ,;;, ; ; , �.. ; Ox8 C� ;�; N 001 PDI�. FAN REVERSED � ....... , ::.. :. p p FAN I::P D�\. : : ::::... 05 . ..:: :.......:::.. O BOfZAL TRIM O/ BOfZAL TRIM O/ _ � 2/g � � 2ND FLR. 2ND FLR. - _ � W = � SOLID BLKG. _ _ _ SOLID BLKG. 2ND FLfZ. °� 2�8� w ,:: � . �:.. ...:. :: : : ... ::... O10 � � O10 _� > cn � _, 009 m - - - - - - - - - - - - - - - - - - - - 2/8 2/8 2/8 /8 2x6 LAUN. WALLONLY 2/8 /8 :::::.. - : ..: � � � - - - - - - - �- - - - - - - - - - - ...... m ... .. 009 _� � � O 2/8 � - - _ _ - - - - - - - - - - - - �� � � - - - - - - - - - - :.-... � 2/8 0 � - CONTINUE 5/8 TYPE X GYP. BD. - - - - � � : " � � - 3/0 = 7 ARCr-1ED GATES ARCr-1ED GATES TO FIRST INTERSECTING PARTITION � ARCr-1ED GATES 2x6 @ LAUN. � � ... 3/O - U .� ....... - _ � - WALL ONLY °� COUN ER � . :: : '� ... -' ' A6.4 � � � CNTR. I 8'-O" 2'-O" 2'-O" I 8'-O" 2'-O" I 8'-O" . � 2ND FLR. I - I O I/2 :�:. I '- I O I/2" 2ND FLR. � �� -� '_g" 4'_O" 6'_4" - PRIVACY - 6'-4" 4'-O" 7'-8" = 6'-4" 4'-O" 7'-8" :�::: - - - - - - - - - � - - - - ..... . °� FENCE COVERED °� °� � - - - - - - - - - - - - - COVERED _� :.:.:.:.:.:. ��z:G:�:��::: ::::: 2�- i i �� � 4�-��� 4'-7"I 2'- I I " 3'- I I " 2x6 @ LAUN. � � � .. :.. = I '-O" � � WALL ONLY COURTYARD COURTYARD �r _ � �� _ , � � io oi i -o .. ; � � - - - � � - ; ; > ; ; - ;; ; ; ; ;; ;; ;; , � 8 � ;:., o� ; 3 O ss: o� ' ;' = ;::: ;.: - 3 O ::; ;> � 2 �g I _� � �� N �_ �� FOYEI� AU N . ';> : ;, _; ; ; ; � 9- I I/2 7 � - , = FAN o FAN - r - � o FAN r - � LAU . � � I\ ::: 2'- 9'- I I/2�� � �0 006 � 006 �o � 006:: .:::::.�. �o - - -� O �� - PI LASTER TO I H _� � o � - X r-1 :........ � � o � r - - � - - , r DRY. � WASr-1� I Q � I � I O SQ. COL. � � � �..... . � � WASr-1. DRY. , ,,,,, 3�0 � �� � � � � L,AU N . o� o PDI�. MATCr-1 COL. � PDI�. LAU N�. � � A�.o .......:. . . � � �DI�. LAIJ�I� � � �� � . .. 3 0 ,- - - - = O I 0..:... . :.. - ;: ;; ::;. ;; ct� _ - �� �� O 1 0 .. 0O - I O" SQ. COL. � O - -C - � O .. L - O IO xIO � �: ::::::::... .... - �...... . .� ............ :.� - J -� `� �, 2/8 � � <o I BOX BM. � <0 2/8 I O" SQ. COL. � � - 2/8 .. _ �....:.: 006 -� `� , ....... . . ' ` ALL CABINETS ' ' � . .. .......... ... _ ... WALL CA INETS ��.. - � �� � �� - � �� � �� :... .... � � � 5-3 2-5 �0 3/O �4 3/ �0 2-5 5-3 � 3/ :. .. � ... :.. 2'_5° ��.�,�. ct� �... � � O O - � REF. � �� - 009 � COVERED A�.o i o�� X i o�� . I o09 ~ i o�� X i o�� . 0�9� � ~ - �� � REF. � _ O O � � _ : ...... z �� �: m � 36 r-iT. - � ; 9�_4�� � - - � GUARDfZAIL � � Sr-1.� �� Q m 2�8 ICOURTYARD /� � _ BOX BM_ 2/8 � Q BOX BM. I ��&. � .... : : m Q �: Sr-1. ; . � � GUARDfZAIL � - - J 9'-4�� � � ..::: � � ; � :. . .�.. :. �: , � � � ~ - - - - - - - - - - - ' ~ - � - - - - - :� � � 7'-0,':... - -� KITCI�IEN �-o J =� � ;; L - - - - - , � � J - - - - - -� ; . . . ... oii :�:� � � KITCI�IEN °� oii � °� 36" r-iT. Q m O OI I ;: - - - -� - - - - - - - - � c� - - - - - .... �: :::. � m . _ . - �� � � D FINAL DESIGN BY OTHERS - � i CONC. \ CONC. ' � 2 6 J �I CONC. r LA�1�:1'�1G .:��::::. � �: :. 2/6 J � _ 36 HT. FINAL DESIGN BY OTHERS D � O - - _ � U 2/6 � LANDING LANDING � � U � I I U � _ O � .. - - HANDfZAIL �Q � = HANDfZAIL c� z� � A6.5_ DN. I 5 R. = I _ DN.:::1:5::�. I -. m � � H � O �I I P��CN � P��CN � I � = A6.5 :�1...QI�CI-I - ::. .. � _ _ _ - � ..::. ... ,... � � � �I� I � -' ....:: : :�: :::::: :�::: �_o I `-�`' :::::::. .. . .... . �:: �1� � � � I � `1 4'-4 I/2" � �° 5'-1 I I/ " PWS 4 I S.F. g�-O" � 8'-O�� PLUS 4 I S.F. ; 5'- I I /2' �° � 4'-4 I/2° � � 8'-�:'".:.::::::PLUS 4 I S F ;:;:: .�'_� I ..1,���:. m �'-4 I/2° 1 � � � DW. � � - - ..... A6.2 � � DW. II _ - �� � � - O - - O - W. � .C. W. � .C. - OII . .� ..... .. -' ; � � O I I DN. I 5 R. Q Q r: 2'-8 I l2" 5'-3 I/2" 5'-3 I/2" 2'-8 I/2" .: � 5:`-� 1/2" 2'-8 I/2" ; . Q .::.... .:::.. DN. I 5 R. � -' °� ';; L=_=L=� -� 2 6 - - - _ �0 x 6L8 ;s: ;s:; .:;r: ;: ,, ; ;:;.. ;s:; ��x� ;::::::; _ _ - ;: ;.:; ��x� ;. _ - - - - 2/6 � �_�___� � ...... � < ... _ _ L - - - - - - c� . � ; J LANDING = O 14 I 2" HT. SOFFIT � � I 2" HT. SOF IT � I 2" H�:::SOF IT:::. O 14 = LANDING m - - - - - - � FLUSr-1 SNACK BAR - - � �� � �� ;; 3 Ox8 O ;:; ;;; , ; ;-. ;. X -4 7-8 ..�:�_ ;;; 3 Ox8 Q... � ..... ; ...:. - - - FLUSr-1 SNACK BAR - � 2/8 P KT.D R. 7-8 6-4 ..... ...... . '-4" .......7-8 ::::�.. 8 P KT.D R. � :..... ...... ....... � �� 002A 003 36" r-iT. _..I I ...Oa4 36" r-iT. :. . I .... 6 I 2 9 2'-9�� 6�_ � �� I I . _ - ;; � ; PANTRY FAN - KITCI I EN HANDfZAIL REF. REF. HANDfZAIL KITCN EN - � : . REF. - � . HANDfZAIL �!T�:N EN ::::. �-, FAN PANTRY � ... _ _� 2x4 WALL = 2/O _ O � 6 °� FINAL DESIGN BY OTHERS L - _ � _ � - - J FINAL DESIGN BY OTHERS °� � - J FINA.�:DE�IGN:BY OTNEf�S. °� O � 2� 2x4 WALL � � N � W N - � � N - � ��.... � W N � BELOW CNTfZ. � O I 5 � m � A6.4 N � w � w N � w .: .. . _ � .. _ _ m � o O I 5 � BELOW CNTfZ. � � " o _ I I �I� � � \ � � o � o \ � � �1� I I �o o . .. N � I �l� - -:1-::.. _ _4_ X o - � � �....:.... o � � � �� � U �' I I DW. II � �`' c� � � c� "' �, I� DW. I � �j N � �, ��:. DW. i . . I �' � U � �� I I I I I :.. 1: 3- I o� _ l� OI9 OI9 � _ 0:1:�:�.. _ o� 3- I DI I � � � � �.. � � .:... DI I = c �____�_� � � �_�___ �. ... . .. ::::.. � :.�, �: �-a. �===_� - - - - c = - - - - - - .. � _ - - - - - AI�EA i MASTE FLUSr-1 SNACK BAR 36" r-iT. � �OY I� FOYEI� � 36" r-iT. FLUSr-1 SNACK:B:AR � F���� 36"::HT. � :::. FLUSr-1 SNACK BAR M STEI� i AI�EA - _� � 5/O GUARDRAIL GUARDRAIL � GUAR.b1ZAfL::::. 5/0 � I � � _ N � � I I � - � BATN 2x4 WALL 2x4 WALL ... .. 2x4 WALL AT� � z = � c� � �I I � -� z �o BELOW CNTR. BELOW CNTJZ<:::... .....::::::::::::: � : .::. BELOW CNTR. � z ; I I I� � O o� � I cr� z � 2�8 � 2'-7" 5'- I O" 5'-7" 3'- I O" 5'-9" 5'-9" 3'- I O" 5'-7" 5'- I O" 2.r_7�r � 5'-9" 3'- I O" 5'._7" 5'- I O�� 2�_7�� � � � � � I I� O .:....... .. = m 009 � J 009 g�_5�� ::.......:..... g�_5�� ... 8'-5" � 009 m - � � 2'-5" 2'-5" 2'-5" 009 I 2�8 0� :. :�: � 2/8 � � �...:.�... �� _ . � �� 2/8 � � 2ND FLR. I OI8 3'-O" DINING � �_g�� � � DIN.I.:f�� ::::::�::::::�. ' DINING 3-0 2ND FLR. � .. ......... � I ...... .... - � N ` � �� °� AI�EA 8 - �I�EA .::::: °� � �� AI�EA °� oi 8 � - - - - - - - - - N - - - - - - - - - - - - - - - - - - 3- I I I/2 2'- I �� ��_0�� N .....:.....� ....::. N I -8 N 7'-O" 2'- I " 3'-8" - - - - - m � �� _ A6.4 i - io GIZEAT ::. ::: i - io � �� . B GI�EAT � � � -8 I�OOM ... � ........ .................... � e GI�EAT I�00M � � � � ....:..... ::::. : .... ...::::::::::::...... � GI�EAT � � GI�EAT .... _ � I�OOM � ��o � ��o :.. A�o I�OOM o �Ev OED � I�OOM � _ � .... � ' � � m � �� 002 �j� HEAT N GLO 36" SLIMLINE HEAT N GLO 36" S�f1vlI:II�:E �':: "���+003'':'' HEAT N GLO 36" SLIMLINE ��+�\ �_ �� ; m � � °� W W. R.O.r-iT. 8-2 I/2 � TOP VENT GAS FI REPLACE TOP VENT GAS FI REF'k�AC� WDW. R.O.r-iT. 8-2 I/2 TOP VENT GAS FI REPLACE "� 004 WDW. R.O.r-iT. 8 2 I/2 - HEAT N GLO 36" SLIMLINE ;:: ; ;:; ; : ,: ,;. :: ;; ;::; ;: p HEAT N GLO 36" SLIMLINE G DI RECT VENT GAS FI REPLACE M ASTE I� A STEP CONTI N UE..S/8".TYPE 'X' ....::.�. STEP A _ STEP A M ASTE�\ I RECT VENT GAS FI REPLACE A6. � P EDI�OOM 5 CONC. o� GYP..BD TO.FI:F�ST :::.. O � � 0 P EDI�OOM � PROJECT _ A6.4 = � ( INT�1���CTIN� fAf�TITION � � - TON AV�NU� N � � P��C� � �.. � �::::::. . ::::::: o CONC. A6.5 SOFFIT @ 8'-3 7/8" r-iT. 5 I/2" CONC. 1 o N - � -� �.. . � p I_..I � � - BALLS - � PLUS 62 S.F. � � _� ::: ::::..... ....... :0...._ PO�\CI I � � POI�CN I �, �o � B � � � � I � O ::: � - - - - - - - - , O o �'''�"''' `0 I I �0 � I PLUS 62 S.F. � 2ND FLR I PLUS 62 S.F. � �+� � O � 5 UNIT TOWNNOME ... _ :; ; N � WDW. R.O.r-iT. 8'-2 I/2" 00I I �____ ___ 26'-O" 26'-O" 26'-O" 26'-O" 26'-O" COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL I 5'_6" 3'_8" 6'_ I O" 20'_O" 6'_O" 6'_O" 2Q'_Q" 6'_Q" 2Q�_Q�� 6�_ � 0�� 3�_g�� � 5�_6�� COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E I 2'_O" 3'_6" 4'_ I I " I '_ I I " 6'_6" I 3'_6" I 3'_6" 6'_6" I 3'_6" 6'_6" I '_ I I " 4'_ I I " 3'_6" I 2'_O" EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. 2'-O" 3'-O" I '-6" 8'-6" 3'-O" 2'-O" 3'-2" 2'- I O" 2'- I O" 3'-2" 2'-O" 3'-O" 8'-6" I '-6" 3'-O" 2'-O" 2'- I O" 3'_2" 2'_O" 3'_O" 8'_6" I '_6" 3'_O" 2'_O" UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209. ... -_ _ � � - - � - = Copyright o2021 James Fahy, P.E., P.C. � � I I � I � i � All rights reserved. ��� �� I II II � II � � � ..... ���:�� � I I I I I I I � � I I I I I � I I I I..::::::.. ....� I REVISIONS: I � I � I � � I � � I I I �� � I NO. DATE BY DESCRIPTION .............. � � � � •::::.. ::::: :::::::. I � � � ....�.. 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UNIT I I SECON D �LOOf� I�LAN 5 I 4 S . � . UNIT 10 .. SCALE: I/4"= I '-O�� TYPE '�A� S�AL�: I/4 - I -O TYPE �B� SCALE: I/4"= I '-O�� TYPE �C� SCALE: I/4"= I '-O" ' ' ��_ �_ �� TYPE �AR� ....... �� � �� ......... TYPE D SCALE: I/4 - I O Pr-1ASE: CONSTRUCTION DOCUMENTS GENERAL NOTES: (UNLESS OTHERWISE NOTED) � � JOB NO. PROJECT NO. ..... ... ....... :..... �. :... ........... A20-095 TOWNHOME • ALL PLATE HEIGHTS TO BE 8'- I I/8" �:::::. 202�::RCNYS SECTION'R:3:1:4 SMOIC�:ALF�Pf�i� AND HEAT DETECTION 2020 RCNYS SECTION R3 I 5 CARBON MONOXIDE ALARMS • ALL WINDOW R.O.HTS. TO BE 6'- 10 I/2" • LEGEND: DRAWN BY: DRAWING NO: �:R3I4.2:�::A�TACHED GARAGES. R3I 5. I GENEfZAL. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION ART • " DIMENSION INCLUDES 2" SHAFT WALL PLUS 3/4" AIRSPACE EACH SIDE � 2 x 4 FfZAME WALLS - I 6" O.C. :.MEAT DET�C.I'Ib.N fZATED FOR THE AMBIENT OUTDOOR TEMPEfZATURES SHALL BE INSTALLED IN 9 I 5 OF THE 2020 FCNYS 0 �� ;;:> 2 x 6 FfZAME WALLS - I 6 O.C. � ::�iEW GAfZAG�S:Tr-1AT ARE ATTACr-1ED TO OR LOCATED WITr-11N NEW AND EXISTING DWELLINGS. 0 • ALL ANGLES TO BE I 2/I 2 Cr-1ECKED BY: :�:1�4EAT DETECTIbN SHALL BE INSTALLED IN A CENTfZAL LOCATION AND IN ACCORDANCE WITH THE 2020 FCNYS SECTION 9I 5.3. I RESIDENTIAL BUILDINGS THAT CONTAIN A FUEL-BURNING APPLIANCE. � I HR. fZATED EXTERIOR WALL (UL DESIGN NO. U309) XXX • ALL APPLIANCES PER CONTfZACT f�f1�NUFACTURER'S INSTRUCTIONS. CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN RESIDENTIAL BUILDINGS IN ALL ROOMS, • HANDfZAIL � GUARD DETAILS PROVIDED ON SHEET A-7 � �:. OCCUPIABLE SPACE, DWELLING UNITS, SLEEPING AREAS, AND SLEEPING UNITS THAT CONTAIN A DATE: � �� [�3:1:4.3 SMOKE ALARM LOCATIONS FUEL-BURNING APPLIANCE. 2 HR. SEPAfZATION WALL ASSEMBLY (UL DESIGN NO. U336) • PROVIDE METAL PANS WITH DfZAINS FOR ALL WASHERS AND HOT:CA!ATER UNITS I :::i:N EACH SLEEPING ROOM ExcEPTioNs: 02- I 6-202 I 2.:�:b:iJTSIDE EACH SEPAfZATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS I . IN SLEEPING AREAS AND SLEEPING UNITS WHERE A FUEL-BURNING APPLIANCE IS LOCATED IN • ALL DOORS UNLESS OTHERWISE DIMENSIONED TO BE LOCATED 4":�I�:OM ADJACENT VVA:�L � � 3::�ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT AND HABITABLE AN ATTACHED BATHROOM, UTILITY ROOM, CLOSET, OR SPACE, A CARBON MONOXIDE DETECTOR \ / I I 22" x 30" MIN. ATTIC ACCESS SEE Sr-iT. A5.0 FOR CRITERIA OR CENTERED IN OPENING. :�:A;TICS AND NOT INCLUDING CfZAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLING OR SHALL BE INSTALLED IN A CENTfZAL OR OTHERWISE APPROVED LOCATION IN THE SLEEPING AREA OR X � �DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE SLEEPING UNIT. I �B� I REFER TO SHEET 53.0 FOR ALL INTERIOR AND EXl'�i�IOR�H�Ab:�:�5 AND�:E�ONp..F{�DOR ADJACENT LEVELS A SMOKE ALARM INSTALLED ONT THE UPPER LEVEL SHALL SUFFICE FOR 2. IN DWELLING UNITS AND SLEEPING UNITS WHERE A FUEL-BURNING APPLIANCE IS LOCATED IN �O� ................ , FfZAMING. ......... :: ::::::�. �::: THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL A A KITCHEN OR KITCHENETTE, A CARBON MONOXIDE DETECTOR SHALL BE INSTALLED OUTSIDE OF ........... .. .... STORY BELOW THE UPPER LEVEL. THE SLEEPING AREAS AND WITHIN I O' OF THE ENTfZANCE TO THE SLEEPING AREAS 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM 9I 5.3. I .2 ROOMS WITH COMMUNICATING OPENINGS THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN A CENTfZAL OR OTHERWISE APPROVED THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY THIS SECTION LOCATION IN OCCUPIABLE SPACE, SLEEPING AREAS AND SLEEPING UNITS THAT HAVE A DIRECT COMMUNICATING OPENING TO A ROOM THAT CONTAINS A FUEL-BURNING APPLIANCE � 9 I 5.3. I .3 DWELLING UNITS AND SLEEPING UNITS THAT CONTAIN A FUEL-BURNING APPLIANCE. CARBON MONOXIDE DETECTION SHALL BE INSTALLED OUTSIDE OF SLEEPING AREAS AND WITHIN I O' OF THE ENTfZANCE TO THE SLEEPING AREAS IN DWELLING UNITS AND SLEEPING UNITS THAT CONTAIN A FUEL-BURNING APPLIANCE EXCEPTION: CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN SLEEPING AREAS WHEN REQUIRED BY SECTION 9 I 5.3. I Tr-iROUGr-1 9 I 5.3. I .2, SECTION 9 I 5.3.2 OR SECTION 9 I 5.3.3, AS APPLICABLE. � ............. ' 9 I 5.3.3 RESIDENTIAL BUILDINGS WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY (GAfZAGE) CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN A CENTfZAL OR OTHERWISE APPROVED LOCATION WITHIN I O' FROM THE ENTfZANCE TO SLEEPING AREAS AND SLEEPING UNITS THAT: I . r-1AVE A COMMUNICATING OPENING WITr-1 AN ATTACr-1ED GAfZAGE James Fahy Design 2. Sr-1ARE ONE OR MORE COMMON WALLS WITr-1 AN ATTACr-1ED GAfZAGE 3. ARE LOCATED ONE STORY ABOVE OR BELOW A GARAGE NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K Rochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION ..... 7209. ..... ....... ..... .. Copyright o2021 James Fahy, P.E., P.C. All rights reserved. ; I >: ;: , , ; ,. ;: ,. ;; - ---- ;: ; ; .` � ,. ,. � �_ C— �' ; -::. ;: � ..;: , � �: ;: ;. ; ; - :: � I � ; �� I I , ; > II - - - - -- ;# ; I I - l I; I I ;I I I I I � : REVISIONS: ; ; - � °. ; ;: � ` ° ` � � � � -: -:: ; .;;: ;:;: ;� �.....::... . .. ;. ;.. ;:...... - � . �......:. � ;, -� �; I I I ; . . . . . . II ; _; �; � : :::. . � � :� • • I �:: ; i:: �::s: ::.;;: �:::: ` ;:: i: ;:: i:: ' I ;; ::::. ;:: � ::: I :I:; � � _` NO. DATE BY DESCRIPTION � _ � _. # � ... � �- - � . ; � :......::..... .::•::::.. - �: - �:.-. -. - _ �.- -;: , -......... •:.... .::::::: _ _.`` � _ ;: ; ..._. ,..,. - -: f.[;. _ I .-i ��ii .-: I i.i '�.� I".:: :.-.: -.c �.i:i.f 'i.- :. �..i. .'.-. I ''.-. '.�_ii�..i {�'�.-. '�''ir I '.�. 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[77 SQ. IN.] O 24'-O" L.F.:::{ I 53:SQ. IN.] B ` ........`: z z I I '-8 I/2" L.F. [75 SQ. IN.] � � - ... � ; - I ;1 � 1 .. .... . � � i 2�-0° ��� SQ. iN.� � ; l I I I ; __- i :. .. .::: 4� 0�� 4�_0�� � �� � �� � �� � �� C L I E N T: � � — — - �;�i - m 4-O 4-O �0 4-O 4-O ' � � — - � � ; I�� _.;- —..= — = — — => _ _ _ �_1 4�-0�� 4�-0�� :�:..... ::::::: ... OO OO " OO OO � OO OO �� — .= — — — — — — = -�-� _; BALLSTON AV� :......... � O O .... � PAf�TNEf�S, LLC 23 S.F. VENTED PORCH SOFFIT/ CLG. 23 S.F. VENTED PORCH SOFFIT/ CLG. U N IT I 4 TO r-1AVE AI R FLOW I NTO ATTIC SPACE U N IT I 3 U N IT I 2 U N IT I I U N IT I O TO r-1AVE AI R FLOW I NTO ATTIC SPACE TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'D' TYPE 'AR' ....... ....... ......... . \ ... �.. . . f�OO � �f�AM I N G l�LAN . SCALE: I/4" = I '-O" ... ...................... ....... ..... . . ROOF LAYOUT .. ........ ... ... ... .... ...... ...... ....... . ...... ........ ....... ......... ........ .................... ........ ................ ................. ..... I�OOF VENTING CALCULATIONS: GENEfZAL NOTES: UNLESS OTHERWISE NOTED •PROVIDE ICE � WATER SHIELD OR EQUAL FROM THE EAVES EDGE TO A POINT AT LEAST 24 UNIT NO. DfZAFTSTOP REQUIRED MINIMUM RIDGE RIDGE VENT RQQF VENT:�:::::. TOTAL fvII.NIMUfvI SOFFIT I 2"D SOFFIT VENTED TOTAL INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. LEGEND: Pr-1ASE: AREA VENTING RIDGE LENGTH x I 8 SI x:�:Q EA. �::i�DOF VENT :SQFFIT LENGTH x 6.4 SI PORCH CLG. •PROVIDE ICE � WATER SHIELD ON ENTIRE ROOF SURFACE AT LOCATIONS WITH 4/I 2 PITCH OR CONSTRUCTION DOCUMENTS � SOFFIT � _ � •WALLS BELOW: ` I/300 W o VENT PEfZ L.F,.-.:: �:f�QVIDED w.o:: ���T PEfZ L.F. x 6.4 PEfZSF VENT LOWEfZ. .... m � REQUIRED °�:� RE:Q1�:I:RED PROVIDED •ALL DOWNSPOUTS SHALL BE TIED TO UNDERGROUND STORM DfZAINS 0 •LIMITS OF ICE AND WATER SHIELD: .... . .... ....... ...... O � � �� � Q � •EACr-1 3"x4" DOWNSPOUT r-1A5 A CAPACITY FOR I I 00 SQUARE FEET OF ROOF AREA. � � . . �- � - •2 r-iR. SEPAfZATION WALL: ... S.F. SQ. IN. z � SQ. IN. L.F. SQ:: fN. SQ. IN::::::: . SQ. IN.. z � SQ, IN. L.F. SQ. IN. SQ. IN. SQ. IN. JOB NO. PROJECT NO. r •FLOW DIVERTER: A2O-O95 TOWNHOME � --' 244 I I '-8 75 46 SF 294 369 ... I4 I O I 6 488 z Q 244 20'-6 :::::. 369:::::. NA . 369 ......�.�:::::.... @ w � . . �u.�... ■ .DOWNSPOUT 3"x4": � 3 920 442 > � 22 I I 7'-O 306 ::�:::::.. NA 306 � � 22 I 48'-O 307 3O7 2020 RCNYS SECTION R807 ATTIC ACCESS DRAWN BY: DRAWING NO: � A •FIRE fZATED DECKING 4'-O" EACH I 2 966 464 � O 232 I 6'-4 �:. 294 NA 294 � 0 232 46'-O 294 294 BUILDINGS WITr-1 COMBUSTIBLE CEILING OR ROOF CONSTRUCTION Sr-1ALL r-1AVE AN ATTIC 0 ART � O SIDE OF 02 HR. SEPARATION WALL N . N A C C E S S O P E N I N G T O A T T I C A R E A S T r-1 A T r-1 A V E A V E R T I C A L r-1 E I G r-i T O F 3 0 I N C r-1 E 5 O R I I 942 452 � � 226 :::::1�:5:�0 ::::270 �NA 270 � � 226 43'-O 275 275 GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET. THE VERTICAL HEIGHT SHALL PER 20 I 5 IRC R302.2.2 Cr-1ECKED BY: � I O I O I 6 488 �2:�!-�:.... 20`�6::::::. . �.69 NA 369 244 I I -8 75 46 SF @ 294 369 BE MEASURE FROM THE TOP OF THE CEILING FfZAMING MEMBERS TO THE UNDERSIDE OF THE XXX � � ROOF FRAMI NG MEMBERS. O I •2 LAYERS OF 5/8" TYPE 'X' GYP. BD. ` PER EXCEPTION 2 OF 2020 RCNYS SECTII�:N'R80'S:2::::::.. DATE: � NOT LESS THAN 40% AND NOT MORE Tk1AN::50% OF THE:.�EQUIRED BLOCKING IN SOFFIT THE ROUGH-FfZAME OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES AND SHALL � �� � � 02- I 6-202 I VENTILATING AREA IS PROVIDED BY VENTI�LATORS LOCATED:IN. THE •2 LAYERS OF 5/8 TYPE X GYP. BD. UPPER PORTION OF Tr-1E ATTIC. BE LOCATED IN A r-1ALLWAY OR OTr-1ER LOCATION WITr-1 READY ACCESS. Wr-1ERE LOCATED IN A WALL, THE OPENING SHALL BE NOT LESS THAN 22 INCHES WIDE BY 30 INCHES HIGH. WHERE @ UNDERSIDE OF SOFFIT THE ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC •ATTIC ACCESS: � SPACE SHALL BE 30 INCHES AT SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY r � ......... ......... .... FROM THE BOTTOM OF CEILING FfZAMING MEMBERS. I I � CO � L — J James Fahy Design NOT FOR CONSTRUCTION 2024 W. 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I II 7 � PROVIDE BAFFFLES FOR I " AIRSPACE DORMER BEFORE SEE � � PROVIDE BAFFFLES FOR I " AIR��AG�:: I I -6 2x6 C.J. 24" O.C. BOTr-1 SIDES DETAIL Sr-iT. A7.0 2x6 C.J. 24" O.C. BOTr-1 SIDES ......... ........ - - - - - - - - - - - - - - - 2x8 RIDGE Copyright�2021 James Fahy, P.E., P.C. � -� 2x6 fZAFT. 24" O.C. � All rights reserved. .. ......... � � � - - � � - - � T-3 @ 24"O.C. ::::::. �:. � � �_0�� � - - - - - - - - - - - I I I I � 36"HT. GUARDfZAIL BEYOND I I I I °� I I � REVISIONS: T-4 @ 24" O.C. I I � � BED OOM 2 \ BED OO� I � i U N FI N . \ NO. DATE BY DESCRIPTION I� 3 ... ... I I ' m � �� I ' _ w � I °� I � \ � T-2 @ 24"O.C. W I -O o� � w W ' � � � � ' � w � ::::... � �_0�,.:.. w I I L <9 <9 � _ � � .. .. .. .... _ .... � I � TRUSS r-1ANGER I I I I � � � I TRUSS r-1ANGER �:TRUSS'I��kNGER � I � T- I@ 24" O.C. � T- I@ 24" O.C. ::T_:I:::.@ 24,':C�.C. .. � ... ............ . 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A2.0 z ELEV. 32 I - . � �� �'' �� " � i ELEV. 32 I � � J ..... : U.:.. 4.. ON� O" W�x 9 MO wr-iT � I _ i i m U N EXCAVATE D � o N Q _ . .... . � _ � � ::::::�:.... _ . CONC. WALL � .... LT. VV�. STONE VENEEER O/ � I Rn� � � . z :: : BASEMENT . . _ �' � Ut-�SEMEN��::::�:::... ::::::::::..2x8:1:ANDING . - :..�. . REINF. PERSHT. A2.O - LL I ..... 8" CONC. WALL I � O O . _� � N z : ....... � � : � � I I REINF. PER SHT. A2.0 ' � � � \ O � � �r,j......:: � . m I � _ � � � . : .: .. .: - � � .:..... � I � I 2" CONC. WALL I O" CONC. WALL O � _ ::.. � `0 I I :...... ..... ..... � REINF. PER SHT. A2.0 REINF. PER SHT. A2.0 � � � � � � I . ......� � `0 � � _ 9" TREADS PLUS I I . ...... � '�'''''�'' �: GfZADE i GfZADE J 8" CONC. WALL:::::::::::�:.. . - :� I I/8" NOSING � � 8�� CONC. WALL BSMT. SLAB J BSM�`:::�LAB ' �:.. ...... ..... ELEV. 313 ' . ELEV. 313 Q z " . . .. ... � I ELEV. 3 I 2. I 7 0 � ' REINF. PER:�HT: A2:0: : ELEV. 3:1:2:.1 7 � REINF. PER SHT. 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ALL SLABS AND FOOTING TO BEAR ON FIRM ALL SLABS AND FOOTING TO BE,AR ON FIRM .. UNDISTURBED NATIVE SOILS OR ENGINEERED FILL � � UNDISTURBED NATIVE SOILS..OR E�NGINEERED Ff1:L,. REFER TO Sr-iT. A2.0 . .�...... REFER TO Sr-iT. A2.0 PROJECT: 46�_0�� BALLSTON AVENUE :.. :.: ::. .::. ..... 5- I 26'-8" 1 9'-4" ::: : :.. 26'-8�� ........ ... ...... .... �4�- � o ��2�� � � '-9 I/2�� 5�_0�� : : : . : �4�- � o ��2�� � � '-9 I/2�� SARATOGA S�P I N GS, NY ... .. 2x6 fZAFT. 24" O.C. ............ 2x8 RI DGE ......:::... �� .. I 2 T-6 STEP DN @ 24 O.C. I 2 7 � I 2 ��:::GIRDER TRUSS T-6 ...... 7 � T-8 @ 24" O,C. T-5 @ 24" O.C. � � . T-5 @ 24" O.C. � �_0�� CLI ENT: � , �_o"::: ROOF BEYOND BALLSTON AVE W ROOFBEYOND � � � : J . W � � i ..... ..:.. = i �-o�� � ' w ::: _ � PA�TNE�S, LLC � _ � � � � - � � i � i / � - � J� i.' .' - / - / / \ / / \ / / / \ � \ .. T.O.PLT. ::::. � �. ::. �:........::' T.O.PLT. � � . � � � � T�U�S r-1ANGER � S�=O�� � � I 40� FT::@ � � / � �... � i i i GI RDEI��TR�SS � 36"r-iT. GUARDfZAIL.:: . � � i � _ � � i BEYOND:: ::�::. „ � � � N 0 �\ � \ DRAWING TITLE: _ � :�::::.. � T-9 @ 24 O.C. � P E�OOM 2 LI N EN P ED:I�O:OM 3 ` � � � � ' MASTEI� MASTEI� WIC � � I '-O" � � .: :. ::::::. � 2x6 fZAFT. � � � I 2 2x8 fZAFT.�4" O.C. BUILDING SECTIONS �� , „ PEDI�OOM PATN o � � 24 O.C. 2-O � � I '-O" � � 2x8 RAFT. 24" O.C. � � � � CANTLR. F.J. BEFORE � 3 2x6 C.J. 24" O C. . . . . ....... . .. � 3- I I 7/8" LVL : : : ::::: : �� � � I I 7/8" LVL I CLG MATER A AS SE CC D � 2ND FLR. . : .. � � 2ND FLR. 2 3-2x I O IN I IO'Lx I O" BOX�E�M _' _' � 2-9 I/4"LVL T.O.r-iDR � PLT. � T.O. PLT. ...... 2- I I I/4" LVL Pr-1ASE: �... 2- I I I/4�� 2x8 C.J. � � 3- I I �/8" �v� I CONSTRUCTION DOCUMENTS I I 24 �'C' 2- I I 7/8" LVL JST. HANGER � LVL I I JST. HANGER P �\CI I I I � I OVERHEAD DOOR I I BfZACKET BEYOND _ ........... � � -..... : � � POI�CN - ° � DININ� �� PDI� GAI�AGE � � � � � � GI�EAT FOYEI� � GATE JOB NO. PROJECT NO. � I I N � � :::: � � - I I - = i� PILATER BEYOND A 2 0-0 9 5 T O W N H O M E o � N o � AI�EA:::. _ o o ; ,- i i N o I�00M � .... ::....... � I � �r � °� m � � I I � � m D R A W N B Y: D R A W I N G N O: - COL. � BOX BM. I I � `� c� I I � o ART SEE SECTION '3' � � � � � � � 4 Sr-iT. A6.3 I I � :::::... ���TS. W I Ox26 � � I I A6.3 _a _a _a _a _ CNECKED BY: f ST::.F.LR. BEYOND T.O.FND. WALL BEYOND m I ST. FLR. _ _ _ _ _ `, - XXX �::::::: ELEU; 32 1 .83 � ELEV. O+ I 2" GAfZAGE SLAB _ I ST. FLR. � � ELEV. 32 I .83 O - O - O� - � - �O - .. ELEV. 32I .5 - -- � -_ Q -_ - -_ - -- Q � .. ... .. DATE: T.O.FND. � _ _ _ _ � - T.O. FND. T.O. FN . ELEV 320.83 �i � - 8" CONC. WALL ELEV. O - ELEV. +�" . � 02- I 6-202 I �0„� � N � 2-JSTS. � REINF. PER SHT. A2.0 z GfZADE I GfZADE ELEV. 321 - �� �� � ELEV. 321 ... .. .. � :::WBx I 8 � � � W8x I 8 4 W x 8 r-iT. STEM WALL I m � U N EXCAVATED o 0 oN i o�� w X 9�_0�� r-1-r � _ z � � � _ CONC. WALL i I . .. .... �:::: �ASEM ENT � I � - 2x8 LANDING - VASEM ENT REINF. PER SHT. A2.0 _ �I LL � . ....... _ -.. ...:.......... I I � LT. V�. STONE VENEEER O/ _ °� � � ...:... I O" CONC. WALL � � � �� - O a� �::.::. ' I I - � 8 CONC. WALL � . m � 8" CONC. WALL � REINF. PER SHT. A2.0 � �� � REINF. PER SHT. A2.0 5 �� REINF. PER SHT. A2.0 ' I I I O CONC. WALL ❑ . _� � .... , . ...... . _ , ......... - ...... :.. _ A7.0 _ 9" TREADS PLUS � � � � REINF. PER SHT. A2.0 - I ..... ... :... . , ... . .... :..... ... I I/8" NOSING � - I . .... . - � � � � ...... . .....:... - _� .......... DE • BSMT. SLAB - � I DE _ BSMT. SLAB I .... .. .......... I ELEV. 3 I 3 - - :�:::� - - - - - - :::::: . . ELEV. 3 I 2. I 7 . ELEV. 3 I 3 ELEV. 3 I 2. I 7 � z . � � z I I ...... ....... ....... ....... ....... ....... .. _ .. ... O l J .... . \ / - - - - - - - - - - ...... - ..... _� :::.... 4��Q3 STL. COL ON Q - - - ._.:._.._ � :::... . -. - - � - - 36" x36" x 12" � - � - - \ _ J/ FOOTING BEYOND . . �:::...............:..... . . . . - - - J . - - - - - - - - - STEP FTG. BEYOND � - - � STEP FTG. BEYOND BU I LDI NG SECTION BU I LDI NG SECTION CSCALE: I/4�� _ , �_o�� D SCALE: I/4�� _ , �_o�� J a m es Fa hy Des i g n NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K ALL SLABS AND FOOTING TO BEAR ON FIRM ALL SLABS AND FOOTING TO BEAR ON FIRM f�ochester, New York I 4623 UNDISTUfZBED NATIVE SOILS OfZ ENGINEEfZED FILL UNDISTUfZBED NATIVE SOILS OfZ ENGINEEfZED FILL tel: 585-272-I 650 REFER TO Sr-iT. A2.0 REFER TO Sr-iT. A2.0 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PLANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT LAWS BYJAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOIATION OF COPYRIGFIT LAWS. CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. 5'-O" UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK � ,_0„ STATE EDUCATION IAW, ARTICLE I 45, SECTION I '-O" 7209. ....... T- I O@ 24" O.C. T- I I @ 24" O.C. Copyright a 2021 James Fahy, P.E., P.C. GIRDER TRUSS T- I I All rights reserved. T-8 @ 24" O.C. . T-5 @ 24" O.C. I '-O" � 2 REVISIONS: J � � NO. DATE BY DESCRIPTION w I '_O" z � . ......... .......... .... � ..... ....... ..... ..................... ..... ..................... ....... T.O.PLT. T- I 3 STEP @ 24" O.C. TRUSS r-1ANGER 5�_0�� I 2 T- I 3 STEP GI RDER TRUSS I 40 LB/FT @ GIRDER TRUSS � � T- I 5@ 24" O.C. � � DRESSING DRESSING ...::::::: : : ::.................::...... _� i �-o�� P ED I�OOM 2 P ATN 2 WI C �...:...�....:: � ..... J ......... ......... ....... W .......... ......... W .......... ......... ... ......... ........................ ......... ..................... ... I 2 I '-O" z 3-9 I/4" LVL .... .. 2x6 fZAFT. 24" O.C. � 14 EYEBROW ROOF � I 2 IN SOFFIT � ... . .... ....... � 2ND FLR. 2- I I 7/8" LVL -� I O� T.O.r-iDR � PLT. . ......... � 3- I I 7/8" LVL TRUSS HANGER 6�-O" . � l . . . . 2-9 I/4"LVL IN I 2" r-iT. SOFFIT JST. r-1ANGER 2x6 C.J. JST. r-1ANGER 140 LB/FT @ 24" O.C. I i i � � GIRDER TRUSS = 3 � � � POI�CN - ° � DINING KITCNEN - GAI�AGE � � � _ � .......... ....... .... ....... _ ...... ..... ....... .......... : � A6.3 i � � � O — N � i� ... .. i i =� AI�EA ......... . o I I I I c� o � - � � \ � m: ::.. o � � � � � � � �: ::::. ......... - � I I � � � � ... I I I � � � I ST. FLR. T.O.FND. GAfZAGE SLAB � .. .. ....... � ... .... ... . � ELEV. 32 I .83 ELEV. O+ I 2" I ST. FLR. � � "" .... . = ELEV. 32 1 .5 .... . ... T.O.FN D. T.O.PLT. .................. .. ELEV 320.83 - � 8" CONC. WALL _ ......... 3::I 2 x 2:�:{ 2.x I 4 �� �� REINF. PER SHT. A2.0 O � GfZADE / / / � z ��TEEL ANGE�:t�N (O ) I W8x I 8 W I Ox26 � � ELEV. 32 I � �3-2x I 0..:::�:: �:::::::. . . . _ �.. . I � .. - m U N EXCAVATED � � :� : :� . _ i = � o. �...w ..... ::. ... . B ....� � � ... - I � I O" CONC. WALL :� � c�i :�.. .. _ - • ... I � � REINF. PER SHT. A2.0 . ........ _...Q::::::�::::..... ..... . I O" CONC. WALL � � �� � ...... ........ . _� . ....... .. REINF. PER SHT. A2.0 � � _= I � � GfZADE I BSMT. SLAB GRADE J'''..�....... BSMT. SLA�:.. ....... ELEV. 313 ' ELEV. 313 Q � ELEV. 3 I 2. I 7 • _ � �:::�: .. �. �LEV. 3 I 2. I �7:.. � � O z ::... � �. ... . � I I � z o .. o .... : . � I I � � � U � 8" C01�:�::1(VALL . , � ... .. ... � - - J � - - � . � — REINF. PER �f'iT.:..A2.0 :: . . . � :::.......::::�::::::::: :�::. . . — STEP FTG. BEYOND ......-......::...... ::.... :::.:..... \ / :....... .::::::::::.. .. ::::: :.:... BU I LDI NG S �CTION � �� :. :. BU I LDI NG SECTION . . . SCALE: I/4" = I '-O" ::::: � � �� SCALE: I/4" = I '-O�� ALL SLABS AND FOOTING TO BEAR ON FIRM ALL SLABS AND FOOTING TO BEAR ON FIRM UNDISTURBED NATIVE SOILS OR ENGINEERED FILL UNDISTURBED NATIVE SOILS OR ENGINEERED FILL REFER TO Sr-iT. A2.0 REFER TO Sr-iT. A2.0 ...... ..... ..... ..... ..... ....... ..... .... ....... .......... ................ ....... ............. ... .... .. .... ... ... ...... ............... . ................ .. . .. ........ .... PROJECT: 2��`�°" BALLSTON AVENUE I:�:':-O" I 3'-O�� ..... i �-o�� ... 5-UNIT TOWNNOME ::2x l.0 RIDGE I:�:::::::... 2x I O RIDGE , �_o�� SARATOGA S�PI NGS, NY ......... ... T-5 @ 24" O.C. 2x8 fZAFT::_2:4" O.C. . . : I O 2x8 fZAFT. 24" O.C. T-5 @ 24" O.C. � � — — — � / � / � / : ::::::::::::::... ( . : 1 � � . � , � , � � , � � , � , � 2x I 2 RIDGE BEYOND � I � � I � I � 2x I 2 RIDGE BEYOND I I I I T- I O@ 24" O.C. I I I I I � f:::. I � � I � CLIENT: � �� I � :.:�:... i...:. ::.. � � � � � BALLSTON AVE i -o I I I � � z ::: I I � I � I i �-o�� . ............ � � - � � � � PAf�TN E f�5, LLC � � _ :: I...�:. I � I 2x I O fZAFT. I I .� ::. . I I I I I 2x I O fZAFT. 24" O.C. BEYOND 24" O.C. BEYOND � � � � � � � � T.O.PLT. I I � � .. � � � � � � � � � � � � � � � � � � � � � � � � �::.... � � � � � � � � � P:�pI�00:�U1:::�::::.. MASTEI� � � MASTEI� P EDI�OOM 2 � � MASTEI� P EDI�OOM 2 � � � � T- � @ � � P EDI�OOM � � P EDI�OOM � � P EDI�OOM � � -r- � @ 24 o.c. „ DRAWING TITLE: I I I � I � BUILDING SECTIONS °� 24" O.C. � � � � � � � � � � � I � I I � I � I � I � .:.::::::::::::::::::::.. � � � I I I 2ND FLR. T.O. PLT. ::I:. I I � � I I �:I:::: I I � I I I Pr-1ASE: I ..:::: . �:I:::::::. I I � I � I CONSTRUCTION DOCUMENTS .....� ..: I .: I I � I � I � � I I � I � I � GI�EAT MASTEI� �:.:.:::::�::::::: � � � � � PO��N GI�EAT 8 � � GI�EAT POI�CN � � � � o GI�EAT POI�CN � � � 5 MASTEI� GI�EAT JOB NO. PROJECT NO. � � . � I � � A20-095 TOWNHOME A6:3: . A6.4 4" CONC. SLAB W/ � I I A6.5 �OOM 4" CONC. SLAB W/ � � � A6�3 BEDI�OOM ���M — I�00M P EDI�00M::::::. �. � #:::::::. � �:.:cQ�:c:.:.s�Ae wr I�00M I I I�00M � :::::.� � 6„s�6»� b/I O W.W.M. O/ SIMILAR � � 6��x6" I O/I O W.W.M. O/ � � 6��x6" I O/I O W.W.M. O/ � � REVERSED � :: � � 6" GfZANULAR FILL 6" GfZANULAR FILL 6" GfZANULAR FILL DRAWN BY: DRAWING NO: I I I � I � ART �:::.. I I I � I � I � I CNECKED BY: ........ I I � � � I XXX � I .. :�. I T.O. FND. c� I ST. FLfZ. ........... I ST. FLR. ELEV. 32 I .83 .:......... :::: ::::::::�... :. � T.O. FND. � � T.O. FND. I I ELEV. +8" ELEV. +8" ELEV. +8" ELEOV.FOD . .... .... ..... � T.O.FN D. O" � � I I DATE: � I I I I I 02 I 6 202 I I �� I I .... ...... ..... I I I I FfZAME WAL � � � ... ...... ....... ..... � � � ::::: :: P��S:�:MEN:T:::.... :...:::.:.:: � � � FILL PASEMENT � � PASEMENT FILL � � PASEMENT FILL � � PASEMENT ° I � _ ° I I � I � I ..... o � o � I o �� �� � �� o I _� ::8:'::�ONC. WA:LL:�:. _� _� I O CONC. WALL I I I 2 CONC. WALL I I O CONC. WALL =� I 8" CONC. WALL .:.... ::... . . . _ RE{NF. PER SI�T;::A2.0 _ � � _ REINF. PER SHT. A2.0 � � REINF. PER SHT. A2.0 � � REINF. PER SHT. A2.0 _ � � REINF. PER SHT. A2.0 ::.. � i � � i � i � GfZADE BSMT. SLAB :::::::......:..:::::::: � I I I I I ELEV. 3 I 3 � � � ELEV;.:3:1 2. I 7...::::::::::..... � I � � I � I � z � .... .. o I � I I � I � I T.O. FTG. � I I I I I � I I � I � I � 1 � � l � l � BUr�LDING SECTION �� - -' �� - -' �� - -' �� - -' G SCALE: I/4" = I '_O" James Fahy Design ALL SLABS AND FOOTING TO BEAR ON FIRM NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K UNDISTURBED NATIVE SOILS OR ENGINEERED FILL Rochester, New York I 4623 Client Review Set e-mail: info@�amesfahy.com fZEFEfZ H . . tel: 585-272-I 650 website: www.�amesfahy.com 26'_O" I 3'-O" I 3'-O" COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL 2x I O RIDGE I 2 2x I O RIDGE COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY I '-O" REPRODUCTION, OR MODIFICATION OF TFIESE T-5 @ 24" O.C. 2x8 fZAFT. 24" O.C. � 0 2x8 RAFT. 24" O.C. T-5 @ 24" O.C. PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E � � � � � � EXPRESS WRITTEN CONSENT OF JAMES FAF1Y � / � / � / � DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. / \ CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE ( 1 FOR CONSTRUCTION OF TFIESE PLANS. � �-0�� I I � I I I I UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO I I I � � I I I TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 2x I 2 RI DGE � � � � � � I I � �:�c:l.� RI DGE 7209. � � � � T- I O@ 24" O.C. � � � � � � � � � � 2x I O fZAFT. I I � � I � I I 2x I O R�lfT;� ..... 24" O.C. I I � I � I I . 24" O.C. Allpgrhtstre e0rved. James Fahy, P.E., P.C. � � � � � � .. ........ � � � � � � 2x6 C.J. 24" O.C. I I � � I I 2x6 C.J. 24" O.C. I I � � I � I I REVISIONS: I I � � � i � � NO. DATE BY DESCRIPTION T.O.PLT. � � � � � � � � � � � � � � � I . . ...... .. . � � � � � � � � � I I = I � = I � = I I . .. .. , PEDI�OOM 3 PATN 2 � � PATN 2 � WIC � � WIC � PATN 2 � � WIC � PATN 2 � � PATN 2 �� : :PEDI��OM 3 ,- I I o I � o I � o I I � °� I I N � � N I � N I I :::: :... I I ..... :�::::.. ..:::::::::::::::::�:.... = 2- I I 7/8" LVL � � aU aU � aU � � : : ... 2-.I I 7f�'::�11�.... \ . . . ... :... � I I � I � � I � I I o � � m � � m � � m � �.�:::::: :::::::::::::::::�::::... 2ND FLR. ..... - - - �—...- - _ ::::::: . .... ::::::. :�'''''':::.. T.O. PLT. - - - � I I :::....�...........::..... — — — — ��:. . :. . — —:..—..=.......::.... L - - - � � � � � � � - - ._...J......... .... m = � .. m - m :..... ...: - - - � � _ �:... ........ � 6 � � _ m - - - 9 I � - - - m — � � � � m — 6 � ::�:. � - - - m A6.4 � � o � L - - - A6.5 � i - - - J � o A6.5 � i - - - J � o A6.4 � �:::.. m - - - o� - - - O � o� � - - - o� � o� - - - � o� � o� - - - � � fZEVEfZSED I O - - - -: ... � _ KITCN EN — — — - WIC � ITCN EN . � — — — � POI�CN � POI�CN � — — — � � KITCN EN � POI�CN � — — — � � � � :�:C:. - ::::::: — — — KITCN EN - � � � o � �� o � � — — — � KI TC N�:�1. � � ::::. �' �� ::::::... . .. � - - - I I � � - - - 4 CONC. SLABW/ - - - � � I �� � � ..... - - - � � � — N � � 4�� CONC. SLAB W/ � � N — 4 CONC. SLAB W/ � � N — :...... ::::::::c�: .... � 6"x6"I O/I O W.W.M. O/ � 9 TREADS PLUS J - - - I I - J � - - - ii ii _ _ _ �J - I 6"x6�� � 0�� 0 W.W.IVI. �� _ _ _ �J """ I I .. ............. U � U 6 x6 I O/I O W.W.M. O/ U U �.. - - - � — — — — I I �� � � — — — 6" GfZANULAR FILL 6�� GfZANULAR FILL — — — � . � 6" GfZANULAR FILL �� ... _ — — — z 9 TREADS PLUS z � z �� - - - �z �� � � z 9 TREADS PLUS I I/8 NOSING � � - - - 2-JSTS. I I I I/8" NOSING � � - - - � I - - - �� I I/8" NOSING I I - - - �� � � I I - - - ...�. c� I ST. FLfZ. °� - - - � � 2-JSTS. � � T.O.FN D. + I 2" � � T.O.FN D. + I 2" �� 2-JSTS. � � T.O.FN D. + I 2" �� 2-JSTS. :::::::::::.. � � 2-JSTS. _ _ ...r °� .... ::.:: — I ST. FLR. ELEV. 32 I .83 �o � � �o L _ _ _ � ��o � � ��o — — — — ........... _.. ...... :.. ............ �. ....... .... T.O. FND. — — — — aU = aU - — — — — FfZAME WALL � FfZAME WALL — — — — _ � FRAME WALL — — — — . 1�::: aU - . ELEV. O � � 2x8 LNDG. I� 2x8 LNDG. � 2x8 LNDG. �..�. � � N I I � N OVEfZHANGS FND. I 'C�VEfZHANGS FND. �i N I IOVEfZHANGS FND. � �� �:I I � �"' �� . W I Ox26 � � 2" FOR INSUL. � 2" FOR INSUL. � 2" FOR INSUL. : ::�:: ::: :::: . � � : GfZADE _ _ _ � - - W I Ox26 GfZADE ELEV. ±3 I 9 „ � � � � I ' � � � � �. �....:.. �:::::�. � � - - - 9 TREADS PLUS — — _ � I I � — — — . � I , _ _ _ � � � . _ _ _ ..... �:. �:I::::: I � — — — 9�� TREADS PLUS ELEV. ±3 I 9 PASEMENT � ��B�� NOSING - - - � � � � � � - - - FILL � _ � FILL = _ _ � � � � _ _ _ � ..�::::.. � � � :: _ _ _ � ��B�� NOSING - 2x8LANDING — � PASEMENT �, _ � o � _ _ _ _ � PASEMENT � FILL � - - - _ �.::.:.:.:.:.:.. PAS�MENT :::� � � �, _ - - - PASEMENT .. � � � � ..... � � : ... � - - - — aU aU — - - - � ' O � ' _ _ _ — o� �.. _ _ _ — o� .::::::. . :.� — _ _ = 2x8LANDING - - - .........�.� � �; - - - � I I . � - - - ' �' - � �' ' - - - � . I :: �':... • _ .�..^ �:......:.� . ::. I :..:..:� � ::::..:::: ....... � _ _ _ � - - - — T...� 8" CONC. WALL — — — oU � I I � o� — — — �� �� I I �� �� _ _ = aU � I I :.. ...:..... � ::.. � :. � � — — — �:::::.:. . — .—...— ::::: ��:::!� . �:ir� aU 8�� CONC. WALL REINF. PER Sr-iT. A2.0 — — — � — � � — � — — — 4 W. x 4 r-iT. � . I 4 W. x 4 r-iT. _ _ _ � — � � 4 W:::�::4"'I�T. _ .� _ .:: . . .. .._ �..:::.:: :: .. �::.. — _ _ = REINF. PER Sr-iT. A2.0 _ _ _ STEM WALL ON STEM WALL ON ' _ _ _ � ST��1::V1!ALL ON ' � �� � - - - � � — � - - - _ � � _ _ _ :::::::. �. ... . �::: :�::.. I.. : ... _ _ _ - - - g�� W x 9'-8" r-iT. � 8" W x 9'-8" r-iT. - - - — 8" W�x 9'-8" r-iT. — BSMT. SLAB - - - — I I - - - WALL � - - - .. WALL — — — � WALL = _ = I�: . � ..... . . ... — — — . . . — — — — — — — — — ......... T.O. FTG. ELEV. 3 I 2. I 7 � � , I , I . — — — I :::::::::.. ...::: :�::: ; . — — — ...:::::::�::::::::::.... ....... I ..:: I — — — � I � :::::.. ...::::::: ... ::::::�... ................. . . . . . . . . . . . . .. . . . � ... . . . � i � i � i �:� i � _ � � _ � � _ � .... .... ..... :�:.. ... �. NBU I LDI NG SECTION . : . .. . SCALE: I/4" = I '-O" ... ... .................................. ALL SLABS AND FOOTING TO BEAR ON FIRM .. .......... . .... UNDISTURBED NATIVE SOILS OR ENGINEERED FILL REFER TO Sr-iT. A2.0 20'-O" I 9'-4 3/8" I 2'_O" ... .. I O'-O" ......... I O'-O" �::::.. 9'-4 3/8" I O'-O�� I O'-2" I '- I O" 1 4'_O" . PROJECT: �'S'��P.DN TRL15:5�� STEP DN TRUSSES ��-o�� ��-o�� �::.. ::: ::... ....... BALLSTON AVENUE �EE:R:QOF FfZAN}]N:G SEE ROOF FfZAMING I 2'-O�� I 2 :�:PLAI�i:::::.. PLAN ::.... :...... :. ..... � �� � �� I 2 �'''-'— — —.. ... I 2 — — — 6-O 6-O �:::::::.. � �-o�� 9 � - - �::--�-::�-- - - =::-: '— ::: '':: '' 9 � - - - - - - - - - - 4�-0�� W 3'-43/8�� SAfZATOGA Sf�PINGS, NY I2 ...... .. ....... .. I 2 = I 2 ....... ... I O W ........ ... J J J I 2 J - - - - _ _ - - - - - - I i-O i i - - - - - - - - - - - - I i_O i i W W � w w w m .... 9 9 ..... ....... . w = ....... z z � �� � �� � �_0�� ... w 9 I -O w W =� - - � - m z z z :::::O: ::-.. O O � <9 <9 � ' -' -' N � � ' - - - 350# POINT LOAD STEP DN TRUSSES STEP DN TRUSSES @ GIRDER TRUSS SEE ROOF FfZAMING SEE ROOF FRAMING � PLAN PLAN ... ............ :.. . . ..::.. � 3'-5 7/8" � I I '-9" � 4'- I I/2" �, CLI ENT: ... I 75 LB/FT. BTM. CHORD GIRDER TRUSS :� ::::.. :. BALLSTON AVE Tf�U SS D I AG f�AM Tf�U SS D I AG f�AM Tf�U SS D I AG f�AM � � PA�-rN E�s, LLC 2 SCALE: I 4�� - , �_o�� 3 SCALE: I 4�� - , �_o�� � SCALE: I 4�� - , �_o�� . �T�l� D O W N T f�U S S D I AG f�A M ST E l� D O W N T f�U S S D I AG f�A M T f�U S S D I AG f�A M T f�U S S D I AG f�A M , , , — — I O � SCALE: I/4" = I '_O" SCALE: I/4" = I '_O" �:. SCAL�: I./�":��= I '-O" SCALE: I/4" _ '_ " 20'_O" .. ...... .............. ... 20'-O�� I O'-O" I O'-O" I O'-O" I O'-O" I 4'-O" .... .. 7'_O" 7'_O" STEP DN TRUSSES I 2'-5 I/2" SEE ROOF FfZAMING 6�_2 3�4�� 6�_2 3�4�� ....... ..... D WIN I LE: PLAN . . i 2 BUILDING SECTIONS ... ... D 5'-O" I 2 :.. ... .... 4, 0„ 9 J � 0 I �_O�� J � 0 I i_O,u.'.'.'. �'�'.'�'J � 2 � 2 J � 0 I i_Oii w w w � � w . .. . . . . w w w , _ _ = 9 J J _ _ = I i_O i i W - - - - - - - - - - - - - - - I �_0�� W I i_O i i = - - - _ _ - - - -' �o �o -' PNASE: — — — STEP DN TRUSSES =� _� CONSTRUCTION DOCUMENTS 350# P01N:T::LOAD � 420# POINT LOAD @ G:4f�DER Tf�I155 SEE ROOF FfZAMING .:.. �.... .�....:. ::.,. ..::::�:. ...... ....... ::::::... ........ . . PLAN @ I RDER RU .... ........ � 4'- I I/2" � :::: I I '-9" ..... . � 4'- I I/2":::: � � 5'- I I/2" � 9'-9" � 5'- I I/2" � � I 2'-5 I/2" � JOB NO. PROJECT NO. .. I 75::�8/FT. ��f�l::.CHORD GIRD�f�:`�RUSS :... .....:::::: I O LB/FT. BTM. CHORD GIRDER TRU 934 LB/FT. BTM. CHORD GIRDER TRUSS A20-095 TOWNHOME :...... T f�U S S D I AG f�AM T f�U S� D I P�� f�A lUl � T f�U S S D I AG fZA M T f�U S S D I AG fZA M DRAWN BY: DRAWING NO: 9 SCALE: I/4�� - , �_o�� I I ���LE: I/4�� - ;�:-o�� :: I 2 SCALE: I/4�� - , �_o�� T f�U S S D I AG f�A M T f�U S S D I AG f�A M I � SCALE: I/4" = I '_O" A�T :. .... SCALE: I/4" = I '_O" SCALE: I/4" _ ' " — I -O Cr-1ECKED BY: XXX � DATE: � 02- I 6-202 I James Fahy Design NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K Rochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION ..... 7209. ..... .. Copyright o2021 James Fahy, P.E., P.C. All rights reserved. REVISIONS: NO. DATE BY DESCRIPTION ROO� CONSTR. � � . ...... .. ..... .. .... . .... .......... ...... ......... ......... ........... •ROOF SHINGLES OVER I 5 LB. FELT .. •7/1 6" O.S.B. SHEATHING WITH CLIPS � � •TRUSSES OR fZAFTERS PER PLAN � •FLAT CEILINGS: R-49 INSULATION W/ VAPOR � .. .... BARRIER � BAFFLES AS REQ. TO MAINTAIN I " MIN. � � AIRSPACE I 2 .......... ...... ...... . ... ... ........... ... . : - 7 ............. .... .... ............... ... INSULATION W/ VAPOR BARRIER � BAFFLES FOR I " � MIN. AIRSPACE ::::::: :......:...... ROO� CONSTR. •ICE � WATER SHIELD UNDERLAYMENT AT EAVE AS •RIDGE VENTS SHOWN 3�_6�� ......... .... ..................... •ROOF SHINGLES OVER I 5 LB. FELT •I/2" GYPSUM BOARD CEILING LIMITS OF � � 12 z •7/I 6" O.S.B. SHEATHING WITH CLIPS W � ICE � WATER SHIELD •TRUSSES OR fZAFTERS PER PLAN 7 = � •FLAT CEILINGS: R-49 INSULATION W/ VAPOR BARRI ER � BAFFLES AS REQ. TO MAI NTAI N I " M I N. °� � � I_�II _� � ....... AIRSPACE EAVE CONSTR. � .. .. ....... ... ... . ... .......... .. ... INSULATION W/ VAPOR BARRIER � BAFFLES FOR I " � •5" K.G. WITH DOWNSPOUTS TO UNDERGROUND MIN. AIRSPACE i STORM DfZAINS ..... •ICE � WATER SHIELD UNDERLAYMENT AT EAVE AS � � •2x6 ALUMINUM WfZAPPED FASCIA WITH METAL SHOWN i DRIP EDGE .. .. •I/2" GYPSUM BOARD CEILING � •2x4 BLOCKING @ 4'-O" O.C. ....... ..................... ......... ..... ....... ....... ..................... ... .... � , 0„ ... ......... ... .... 'SIMPSON' H2.5 HANGER @ EACH TRUSS OR fZAFTER . . ...... ...... _ _ �AKE CONSTR. � � O O •I x2 O/ ALUMINUM WfZAPPED::�XB.. SECOND �LOO CONST . � � SECOND �LOO CONST . � � W/ MTL. DRIP EDGE : :::: . � R R � - R R � - •2x8 fZAKE LADDER 24..O;C. •3/4" ADVANTECH SUB FLOOR GLUED � NAILED � - •3/4" ADVANTECH SUB FLOOR GLUED � NAILED � - •VENTED PERFOfZA��p�:V1NYL SOFFIT � �� � ::.. .: .. �OO� CONSTR. � � . ......... •I I 7/8" TJI 2 I O FLOOR JOISTS @ I 6" O.C. W/ � � •I I 7/8" TJI 2 I O FLOOR JOISTS @ I 6" O.C. W/ � � •I x6 TRIM AT GABL:�:PER ELEVATIONS... � :::::: � •ROOF SHINGLES OVER I 5 LB. FELT ... � � .... ... �� �� ... �� •7/1 6 O.S.B. SHEATHING WITH CLIPS I I 7/ MFR. RIN J I o I I 7/ MFR. RIN J I o •TRUSSES OR fZAFTERS PER PLAN •R-38 INSULATION FULL PERIMETER � •R-38 INSULATION FULL PERIMETER � HARDIE BOARD SID1�N:�:Q/ ..... . . ........ ..... ..... •I/2" GYPSUM BOARD - •I/2" GYPSUM BOARD .......... ..... - ""' """ •ICE � WATER SHIELD UNDERLAYMENT FROM EAVES 3'-6" N N 7/I 6" O.S.B Sr-1EATr-1I:N�:::.. ...:::::::: . . z LIMITS OF - ON GABLE END TRUSS :::::::::::::: z EDGE TO A POINT AT LEAST 24" INSIDE THE w � ICE � WATEfZ SHIELD � � W Q EXTEfZIOfZ WALL LINE OF THE BUILDING W � � EXTEND O.S.B. SHEATHING CONTINUOUS OVEfZ fZING � w � •CEILING AS SELECTED z �-, `0 JOIST W/ 6d NAILS, 6" O.C. FACE � I 6d NIALS 8�� �o ::::. .......�:: _ � � � � �-��� O.C. AT SILL PLATE .. � �-��� � � EAVE CONSTR. _� ... . _ _ � ... . � O .... Cf:4Lh�iG:AS SELECTED � . O • . . 6d � •2x6OA UMI�NUM WfZAPPED FASCIA WITH METAL ..... EAVE CONSTR. •5" K.G. WITr-1 DOWNSPOUTS TO UNDERGROUND I 6d .... .. DRIP EDGE STORM DfZAINS � •VENTED VINYL SOFFIT •2x6 ALUMINUM WfZAPPED FASCIA WITH METAL �� ..................... .. .. ::::�:x6::Ff�f EZE BO�:f�D ... • x BL KIN @ - . . ............. .... z ............... DRIP EDGE � ....... .�...... 3-2x I O HEADER::IN BOfZAL WRAP BOX BEAM I O" � 3-2x I O HEADER IN BOfZAL WfZAP BOX BEAM •VENTED VINYL SOFFIT " OR.P�R PI.A�1::: �� - OR PER PLAN •2x4 BLOCKING @ 4'-O" O.C. I x4:TR1I�I}::�OARD 'SIMPSON' ECCQ4.62-5.55D5 POST CAP ....... .. . .. � �� 3/4 COVE MOULDING `� I x I O TRIM BOARD 'SIMPSON' H2.5 HANGER @ EACH TRUSS OR fZAFTER 3/4 COVE MOULDING :: 6x6 P.T. POST TO TOP OF r-1EADER � WALL CONSTR. WALL CONSTR. x2 TRIM .......... .... .. •HARDIE BOARD SIDING OR LT. WEIGHT STONE � •HARDIE BOARD SIDING OR LT. WEIGHT STONE � VENEER PER ELEVATION (SEE DETAIL '7', SHT. A7.0 � N VENEER PER ELEVATION (SEE DETAIL '7', SHT. A7.0 � N FOR LT. V�. STONE) � � FOR LT. V�. STONE) � � � W 6x6 P.T. POST TO TOP OF r-1EADER •TYVEK r-10USE WfZAP OR EQUAL = � O � •TYVEK r-10USE WfZAP OR EQUAL = � O � � 0�� z � I O" •7/I 6" O.S.B. Sr-1EATr-11NG 0 0 � � •7/I 6" O.S.B. Sr-1EATr-11NG 0 0 � � � � •2x6 STUDS 24" O.C. WITr-1 DOUBLE TOP PLATE � � `0 - •2x6 STUDS 24" O.C. WITr-1 DOUBLE TOP PLATE �i � `0 - � � POfZCr-1 SLAB CONSTfZUCTION � � 0 POfZCr-1 SLAB CONSTfZUCTION � �. :......:.... AND SINGLE SILL PLATE � � � AND SINGLE SILL PLATE � � � � �� � �� PROJECT: .. ..... � � � � � �...�.... :. �� •4 CONC. SLAB W/ � m � •4 CONC. SLAB W/ •fZ-2 I INSULATION WITr-1 KfZAFT VAPOfZ BAfZfZIEfZ o w o .fZ-2 I INSULATION WITr-1 KfZAFT VAPOfZ BAfZfZIEfZ o w .o:::: �.:::::::. ::::::. •6" x 6" I O/I O W.W.M O/ > o� � •6" x 6" I O/I O W.W.M O/ •I/2" GYPSUM BOARD � � 0 •I/2" GYPSUM BOARD � �:: .a •6" GfZANULAR FILL � � •6" GfZANULAR FILL BALLSTON AVEN U E �I RST �LOOR CONSTR. N N W �I RST �LOOR CONSTR. N �`::� � 5-U N IT TOWN NOM E •3/4" ADVANTECH SUB FLOOR GLUED � NAILED � c� z •3/4" ADVANTECH SUB FLOOR GLUED � NAILED �� N z I x TRIM BOARD � I x TRIM BOARD SARATOGA S�PI NGS, NY •9 I/2" TIMBEfZSTfZAND LSL FLOOfZ JOISTS @ I 6" � o� � •9 I/2" TIMBEfZSTfZAND LSL FLOOfZ JOISTS @ I 6" :� o� � o� O.C. W/ 9 I/2" MFR. RING JOIST O.C. W/ 9 I/2" MFR. RING JOIST 'SIMPSON' EPB66 POST BASE W/ 5/8" x 4" •R-38 INSULATION FULL PERIMETER, COVER SILL •R-38 INSULATION FULL PERIMETER, COVER SILL ANCHOR BOLT EPDXY SET PLATE � TOP OF FND. PLATE � TOP OF FND. ... � 'SIMPSON' EPB66 POST BASE W/ 5/8" x 4" 3/4 COVE MOULDING ANCr-10R BOLT EPDXY SET I x I O TRI M BOARD 3/4 COVE MOULDING - FINISHED GfZADE SLOPE AWAY FROM BLDG. �OUNDATION WALL �OUNDATION VV;�.LL��::. � - : I x6 TRI M BOARD � • a�• . . .. . - •2x8 P.T. SILL PLATE WIT}�C SILL:SEALER::�: - - '• �? I I 1= CLIENT: •2x8 P.T. SILL PLATE WITH SILL SEALER .::: ., ..: . a. •: :. .. . .. , �� � �� �� � �� - - - •I/2 Q� ANCHOR BOLTS 6-O O.C. MAX. 5�� - •I/2 Q� ANCr-10R BOLTS 6.-0 O.C:::�/1AX:� .:: �:: �::.. 5�� � . � 5" .: : - - __- -5��-- -I I=__ . . � ... . . - BALLSTON AVE •8" Tr-11CK CONCRETE WALL W/ VERTICAL � •8" Tr-11CK CONCRETE WALL 1N/ VERTICAL..... _ _ _ _ REINFORCING PER TABLE R404. I .2(8) ON SHT. REINFORCING PER TABLE R40�::::1:;2{8) O'N SHT:: � - N - - - - A2.0 AND 5 NO. 4 BAR r-10RIZONTAL. A2.0 AND 5 NO. 4 BAR r-10RIZONTAL. _ _ _ =N =___ _ = 4" CONCRETE SLAB W/ 6" x 6" I O/I O W.W.MESr-1 O/ PA�TNE�S, LLC . , .. , . •LIGHT WEIGHT STONE VENEER (LOCATIONS PER ' � - _ •LIGHT WEIGHT STONE VENEER (LOCATIQN�..PER ELEVATIONS SHTS. A I .O TO A I . I) SEE DETAIL XX `0 ELEVATIONS SHTS. A I .O TO A I . I ) 5�.� b�TA�i.L XX � 4" CONCRETE SLAB W/ 6" x 6" I O/I O W.W.MESH O/ _ �� _ _ ___ _ 6" GfZANULAR FILL S�T. XX N S�T. XX N 6" G�NULA� FILL • �a � I I=I I I= N I- I=I = _ _ .' � I=I I I •'WfZAP-N-DRY' DfZAINAGE MAT OVER 'RUBBERWALL' •'WRAP-N-DRY' DfZAINAGE MAT.QV�[� 'Ri��BERWAI�I�' : = I - - - � � � �OUNDATION WALL � � � � - - - - 4 - �OUNDATION WALL WATERPROOFING SYSTEM BELOW GfZADE a: V�ATERPROOFING SYSTEM.B�LOVV:�fZAD�. „ ,�: "e , _ _ _I I = _ . - - � •: -- •8" Tr-11CK CONCRETE WALL W/ VERTICAL •R- I 5 INSULATION TO SLAB •R=:{:�:INSU�ATION TO SLA�:�: : . •8" Tr-11CK CONCRETE WALL W/ VERTICAL . . ;, - c� _ _ . .. ...... •20" W x I 2 "D CONCRETE FOOTING WITr-1 2 NO. 5 � •20":V'J�:�c::1:2 "D CONCRETE FOOTIN�:WITr-1 2 N0. 5 ;.°� : REINFORCING PER TABLE R404. I .2(8) ON Sr-iT. " _= N = __ . � •" = REINFORCING PER TABLE R404. I .2(8) ON Sr-iT. BAR r-10RIZONTAL CONTINUOUS, MIN. 4'-O" BA1� h��f�IZONTAL CONTINUOUS, f�:IN. 4'.=O" • A2.0 AND 5 NO. 4 BAR r-10RIZONTAL. � e -_ I I -__ -_ A2.0 AND 5 NO. 4 BAR r-10RIZONTAL. : : :, , . , _ •LIGHT WEIGHT STONE VENEER (LOCATIONS PER :'::: ^ __ I_ - - � d - •LIGHT WEIGHT STONE VENEER (LOCATIONS PER . BELOW ADJACENT GfZADE ON FIRM UNDISTURBED a : = BEL:01M.Ai�:JACENT GfZADE ON FIRfv}.U.f�J�ISTURBED .• ; - NATIVE SOILS • • . `0 = ... NATIVE 5�1L�. :� :° ;. �0 = ELEVATIONS SHTS. A I .O TO A I . I ) SEE DETAIL XX :.; ' - - �0 � - - - - ELEVATIONS SHTS. A I .O TO A I . I ) SEE DETAIL XX . - - - - �•;. -� - - a , c� Q .. . ., N � Sr-iT. XX - � - - - Sr-iT. XX ::... - ..: . _ N SLAB CONSTRUCTION :� �' � :::::::. �::: ��:A.B COf�:�TRLJ.CTION � : ' �' •20" W x I 2 "D CONCRETE FOOTING WITH 2 NO. 5 .' :: - - _ - - - •20" W x I 2 "D CONCRETE FOOTING WITH 2 NO. 5 DRAWING TITLE: = BAR r-10RIZONTAL CONTINUOUS, MIN. 4'-O" - = N -- BAR r-10RIZONTAL CONTINUOUS, MIN. 4'_O" •3 I/2" CONCRETE SLAB W/ ISOLATION JOINT AT • � � � •3 :.I.J�":.CONCRET�:�:L�kB W/ ISOLATION JOINT AT � ' ' - � N -__ _ . �,,. .e BELOW ADJACENT GfZADE ON FIRM UNDISTURBED .� , . BELOW ADJACENT GfZADE ON FIRM UNDISTURBED BUILDING SECTIONS FOUNDATION WALL , •; - FOUN.��TION WAL'C"" - _ _ - _ _ _ - - NATIVE SOILS - NATIVE SOILS •6 MIL POLY VAPOR BARRIER � ° ^. :.. :::. •6 M I L PQtY VAPO R BARRI ER : ' ' , ..... a � �� � �� - - . . - - - - . 6 GRANULAR FILL ; • , :::::. :::::.. 6 GR�N:UL:AR FILL FINISHED GfZADE SLOPE AWAY FROM BLDG. - - - - _ .............. a •4"Q� PERF. PIPES CONNECT W/ 6"Q� PVC PIPE � - ��:::::�::.. •4"Q� PERF: PIPES CONNECT W/ 6"Q� PVC PIPE � . . ' �o �.• � -- �o - - - �o - . , :.... .....:......:... , ...................... , SLEEVE Tr-iROUGr-1 FOOTING AT ALL FOUNDATION °, : N . �:::::.. SLEEVE Tr-iROUGr-1 FOOTING AT ALL FOUNDATION ` ° - , CORNERS �:.. CORNERS �s .. N ' � �° I I-I I I N N I I I-I I a .' ; I-I •PROVIDE FILTER FABRIC WfZAP OR EQ. AT GfZAVEL � •PROVIDE FILTER FABRIC WfZAP OR EQ. AT GfZAVEL - N - .. . . a.. ,, a. PACK AROUND EXTERIOR 4"Q� PERF. PIPE - - - PACK AROUND EXTERIOR 4"Q� PERF. PIPE - - - a - - - _ = Pr-1ASE: ___ ___ ��` _ _- - - - CONSTRUCTION DOCUMENTS ::..- - - . - - - �. � - - - . . . , . . , , . ::. ...... :....... - : . :� _� ;a �: a . �. . - - �o ___ . , . : .. . , .. . ... . ,•....� , :• ...�.:a .....�., . .... . . . '.'.'.':.'.'. . . .. ;�.a ...-.e�_ ,..,..- .-. . .. . - - ' ..• -�.. :°., ..: .. . .. . . .. .:'...:..'.'.'.'.':.'.'.'.'.'.':....... .:. •,. a... . . _ .. .-. .. ... .. e. ..:.: .:.. ... - - •_. .. . . .. . ............. - - . . . .:.:.:.::.:. - -a ... a.� � _ _ _ ' - - . .. '.. .. . .... - - , � - - ' _ _ - ' _ � , . , . .'.'.'.'.':.' z z � .... '..-... _ . � __ � __ _ � , JOB NO. PROJECT NO. - �..... .�.. - - .. � � - �•.. � N :. � :::::. :... .. � � - _- . N - - - - - - � - i = N , • e A20-095 TOWNHOME o �o = _ - �:::::� o � _ _ _ °:: �.a � z _ - _ ....... : � I I � - I I � - - � � DRAWN BY: DRAWING NO: ,a ........ . _ ........ a. . _ .- _ `� - � `� - - - - � o `� � ART ; � � - ' 3�� � �_2�� 3�� f- - - � STEP FOOTING BEYOND -`- � STEP FOOTING BEYOND � = � Cr-1ECKED BY: �...... I�:::: _� I _� CLR. � �_8�� CLR. \/\/\/ �._ -. _� . ..... � �_ _ _• - . 4 •� - l�l�l� .... J:::::. - - J I '-O" � = � . I '-O" - � - � DATE: � Z �'�'.'(�'. 'J Z ('(� J ('(� J � MIN. �� � MIN. U � 02- I 6-202 I N3�� �:�:r2�� 3�� N 3�� � �_2�� 3�� 3�� � �_2�� 3�� CLR. ���_���;, CLR. CLR. � �_8�� CLR. CLR. � �_8�� CLR. I TYI� ICAL �/A:LL � �CTIO �: �� �N D U N ITS TYI� ICAL WALL SECTION � CENTEf� U N ITS TYI� ICAL SECTION � ALLEY SI DE l�Of�CN TYI� ICAL SECTION � STf�EET SI DE l�Of�CN SCALE: I/2" =::1:'-0" . :::.. :�:: :::. SCALE: I/2" = I '-O" SCALE: I/2�� _ �_ �� �� _ �_ �� - I O SCALE: I/2 - I O NOTES: NOTES: • `SLABS.�:�OOTINGS TO BEAR ON UN.DIS7U�RB�D NA71V�SOILS • `SLABS � FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS ........ OR ENG:f:�I��RED FILL. MINIMUM 3'=�:'::BELOW ADJACENT GRADE OR ENGINEERED FILL. MINIMUM 3'-6" BELOW ADJACENT GfZADE ..... ....... • FLOOR 51'�T.EM MEETS OR EXCEED�:�IRE PROTECTION REQUIRED • FLOOR SYSTEM MEETS OR EXCEEDS FIRE PROTECTION REQUIRED .. PER 202Q 4�CNY5 SECTION R302. }� � PER 2020 RCNYS SECTION R302. I 3 ........ ....... • A DfZAINA����YSTEM IS NOT REQUfF�ED WHERE THE FOUNDATION • A DfZAINAGE SYSTEM IS NOT REQUIRED WHERE THE FOUNDATION ...... IS WELL DRA;INED GROUND OR SA�1D �fZAVEL MIXTURE SOILS IS WELL DfZAINED GROUND OR SAND GRAVEL MIXTURE SOILS .... ACCORDING�TQ::T:11��.UNIFIED.S�:I:G::CLASSIFICATION SYSTEM, ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM, ........... ............. GROUP I SOUL�;:�S:D€TAI:k�E�::IIV TABLE R405. I GROUP I SOULS, AS DETAILED IN TABLE R405. I James Fahy Design NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K Rochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. ROOF CONSTRUCTION ROOF CONSTRUCTION ROOF CONSTRUCTION SEE SECTION ' I ' Sr-iT. A6.4 SEE SECTION ' I ' Sr-iT. A6.4 SEE SECTION ' I ' Sr-iT. A6.4 UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION FIRE RETARDANT DECKING 4'-O"EACH FIRE RETARDANT DECKING 4'-O"EACH FIRE RETARDANT DECKING 4'-O"EACr-1 7209. SIDE OF 2 HOUR SEPAfZATION WALL PER SIDE OF 2 HOUR SEPAfZATION WALL PER SIDE OF 2 HOUR SEPAfZATION WALL PER RCNYS R3 I 7.2.2 3 ��2�� RCNYS R3 I 7.2.2 3 ��2�� RCNYS R3 I 7.2.2 3 ��2�� ... 4'-O" 4'-O" 4'-O" 4'-O" 4'-O" :::4'-O" Copyright o2021 James Fahy, P.E., P.C. All rights reserved. REVISIONS: 'C' Cr-1ANNEL W/ SMOKE TIGr-iT JOINT NO. DATE BY DESCRIPTION ... . ...... ... 2-LAYERS 5/8" TYPE 'X' GYP. BD. AT 2-LAYERS 5/8" TYPE 'X' GYP. BD. AT . . UNDER SIDE OF SOFFIT BENEATH UNDER SIDE OF SOFFIT BENEATH � VINYL SOFFIT COVER. SEE ALSO VINYL SOFFIT COVER. SEE ALSO . ...... .. ..... ROOF LAYOUT Sr-iT. A5.0 ROOF LAYOUT Sr-iT. A5.0 FIRE RETARDANT DECKING 4'-O"EACr-1 � SIDE OF 2 HOUR SEPAfZATION WALL PER RCNYS R3 1 7.2.2 .. . ...................... .. ... ....................... .. I HR. fZATED BEARING WALL 3 I�21I •HARDIE BOARD SIDING 4'-O�� 4�_0�� •TYVEK r-10USE WfZAP .. .. •7/I 6" O.S.B. Sr-1EATr-11NG :<r` ...... ......... ;< ' •2x4 STUDS I 6" O.C. , .... .... ... • 5/8" TYPE 'X' GYP. BD. EACH SI DE �.; . BASED UPON UL DESIGN NO. U309 : ......... ........ . ROOF CONSTRUCTION ,. SEE SECTION ' I ' SHT. A6.4 ALUMINUM CLIPS 5'_C�'`:Q:::� 'C' Cr-1ANNEL W/ SMOKE TIGr-iT JOINT 7 5�g�� .-. .... .... .............. AT UNDERSIDE OF LOWER ROOF P.ROVIDE SOLID BLKG. B:ET1A!EEN �� :; Y . . � Sr-1EATr-11NG `° TF�USSES OR fZAFT. AS �EQ�.ON . 2-LAYERS 5/8" TYPE 'X' GYP. BD. AT E��Tr1 SIDES ALUMINUM CLIPS 5'-O" O.C. UNDER SIDE OF SOFFIT BENEATH ,; ..... .. PROVIDE SOLID BLKG. BETWEEN VINYL SOFFIT COVER. SEE ALSO TRUSSES OR fZAFT. AS REQ. ON ROOF LAYOUT Sr-iT. A5.0 BOTH SIDES '., .. ....... I H R. fZATED BEARI NG WALL ,;� CONTINUOUS TO UNDERSIDE OF ROOF Sr-1EATr-11NG . . .... •HARDIE BOARD SIDING '' •TYVEK r-10USE WfZAP T.O.PLT. T.O.PLT. :...T.O.PLT::::::. T.O.PLT. , :.......... :. �.... ..... •7/1 6" O.S.B. Sr-1EATr-11NG ,; .�...:...... . .....:.. :... ............ ......... .. . .... ... .......... • x . . _, .... .... •INSUL. PER SECTION '2' Sr-iT. A6.3 � PROVIDE SOLID BLOCKING �` I HR. fZATED BEARING WALL TRU55 1�A�N:GER.TQ 2x I O�k�EQ:�ER BOARD PROVIDE SOLID BLOCKING::: T ... •5/8" TYPE 'X' GYP. BD. EACH SIDE ; . .. CONTINUOUS TO UNDERSIDE OF � � � BASED UPON UL DESIGN NO. U309 DOUBLE TOP PLATE BOLTED T�::STU:a:WALL W/ f%�":� x 5 I/2" LAG" :::::::. DOUBLE TOP PLATE ROOF Sr-1EATr-11NG BOLTS I 2"fl;�:::�TAGGERED :::::::.. 3/4" FIRE BLOCKING (BOTH SIDES) •HARDIE BOARD SIDING 3/4" FIRE BLOCKING {:BOTH �IDES)�: :�. ;.; • TYVEK r-10USE WfZAP . ..... ....... .... � � ...... ..... :..... ....... C CHANNEL W/ SMOKE TIGHT JOIN � •7/I 6" O.S.B. SHEATHING � � SEE FLOOR PLANS FOR LOCATIONS AT UNDERSIDE OF LOWER ROOF I/2" GYPSUM BOARD (BOTH SIDES) rr .:.:::::::::::�:::::::::.. :::::::::.. :::'" I/2" GYP�:�J[�!1 BOARD (BOT�1 SIDES) WITH 5/8" TYPE 'X' GYP. BD. IN PLACE OF Sr-1EATr-11NG ; •2x6 STUDS 16" O.C. :::::.. . I/2" GYP. BD. ' 2x4 STUD @ I 6" O.C. (BOTr-1 SIDES) •INSUL. PER SECTION '2' Sr-iT. A6.3 :2x4.STlJD:.�@::I��:". O.C. (BOTr-1 SIDES) :........ . ........... °'" _ •5/8" TYPE 'X' GYP. BD. EACH SIDE . R- I 3 BATT INSULATION (BOTr-1 SIDES) � � �R;:1:3 BATT INSULATION (BOTr-1 SIDES) � _ : . _ .... � ........ . .. ....... .. ` BASED UPON UL DESIGN NO. U309 ....... .. . , ...... ... ..... � � ..... .... ,; �. .... � . T.. - a: SECOND FLOOR CONSTR. AT PORCr-1 3/4" AIRSPACE (BOTr-1 SIDES) �'' : 3/4 AIRS.PACE (BOTr-1 SIDES) 3/4�� ADVANTECH SUB FLOORGLUED � ' DWELLING DWELLING ' ::DWELLC:�1G ' � DWELLING DWELLING ' , .. . _ .,;� _ _ ... ..... NAI LED �` � � � � ,,;; , .. .,a ,, .... •I I 7/8" TJI 2 I O FLOOR JOISTS @ I 6" SECOND FLR. :� SECOND FLR. �� ::::SECO�I.D::�tR. SECOND FLR. SECOND FLR. ' ... .. +t ... . ;, ................... O.C. W/ I I 7/8" MFR. RING JOIST " ..... .... .. . ,, �' ALUMINUM CLIPS 5'-O" O.C. 'C' CHANNEL W/ SMOKE TIGHT JOIN ALUMINUM CLIPS 5'-O" O.C. •R-38 INSULATION SECOND FLOOR CONSTRUCTION SECOND FLOOR CONSTRUCTION AT.GAf�GE SECOND FLOOR CONSTRUCTION ....... ........... ;. � PROVIDE BLKG. BETWEEN AS EQ. '<' AT UNDERSIDE OF LOWER ROOF `�' ' PROVIDE BLKG. BETWEEN AS EQ. ................ „ . •PORCr-1 CLG. AS SELECTED ° SEE SECTION '2' Sr-iT. A6.3 � ' •3/4" ADVANTECr-1 SUB FLOOR.G{:U�17.� ::. SEE SECTION '2' Sr-iT. A6.3 � (BOTH SIDES) SHEATHING (BOTH SIDES) i;" s? NAI LED 2 HR. SEPAfZATION WALL •I I 7/8" TJI 2 I O.FLOOR JOIST�. I 6" :D,C. 2 HR. SEPARATION WALL , PROVI DE SOLI D BLKG. > PROVI DE SOLI D BLKG. @ . ..... .... ` TWO LAYERS OF I " TYPE 'X' ::...... ; �� . � � TWO LAYERS OF I " TYPE 'X' W/ I I 7/8 MFR. :RI.NG JOIST ; � GYP. BD. IN 2 'H' STUD ' � ` •R- 8 U � � GYP. BD. IN 2 'H' STUD � ;; _ . ; 3 INS L �ION :::. . �� � BASED UPON UL DESIGN NO. U336) � SEE SECTION ' I ' FOfZ in (BASED UPON UL DESIGN NO. U336) '� SEE SECTION ' I ' FOfZ . `• •5/8" Tl'PE 'x' Gl'P�UM::BOAfZD � � ;. ,. ,, r; �.; .. , INSULATION VIALUES 2ND FLR. O O O O 2ND FLR. � INSULATION VIALUES 2ND FLR. _� 2ND FLR. � 5. :.�. ................ . ..... .. . .. ... '_:. ............. . ... . ... .... .. .. . ;; T.O.PLT. :�. T.O.PLT. .......:..... � � F;, ::. T.O.PLT. T.O.PLT. , DWELLI NG PORCH CEILING AS PROVIDE SOLID BLOCKING PROVIDE SCQLfD BLOCKING:(BOTH SID��}::::::::::�� � PROVIDE SOLID BLOCKING �': SELECTED , ; ... ......... ; DOUBLE TOP PLATE DOUBLE T�.f�:PLATE.:{:�t��H SID.��) u. �� PO�\CI I SEPAfZATION WALL „ � ' SEPAfZATION WALL 3/4 FIRE BLOCKING (BOTH SIDES) �:/4..�IRE BLQ�:I�I:NG (BOTH SIp��) SEE NOTES ABOVE SEE NOTES ABOVE SEE FLOOR PLANS FOR LOCATIONS EXTERIOR WALL CONST. AT PORCH _ � _ WITH 5/8" TYPE 'X' GYP. BD. IN PLACE OF I/2" GYPSUM BOARD •HARDIE BOARD SIDING I/2" GY�'�UM BOAI�I�;;(J�V5I�LLING SIDE) 5/8" TYPE 'X' GYPSUM BOARD (GAfZAGE SIDE) I/2" GYP. BD. .. .. .. ......... . .......... .... .. •7/1 6" O.S.B. Sr-1EATr-11NG 2x4 STUp�::�. I 6 O.C. (BOTr-1 SIDES) 2x4 STUD @ I 6" O.C. .TYVEK r-10USE WfZAP OR EQUAL �� ... ................ R- I 3 BATT INSULATION ,,; .2x4 STUDS � 6�� O.C. WITH DOUBLE DWELLI NG ; DWELLI NG :::: � �::::. � � GAI�AGE DWELLI NG DWELLI NG R- I 3 BAT7:IN��JLATION (BOTr-1 SIDES) L TOP PLATE AND SINGLE SILL PLATE FIRST FLR. FIRST FLR. :: FIRST FLR. FIRST FLR. 3/4" AIRSPACE (BOTr-1 SIDES) - �� � � �/4" AIRSPACE (BOTr-1 SIDES) - - - ::....._.. � '; WITH SEALER � ; �. :. � � � � - i •R- I 3 INSULATION WITr-1 KfZAFT � � �`: .. DWELLI NG - � - - � VAPOR BARRIER � ` �� FIRST FLR. � � � PROJECT: � � �. ..:.... : . . ALUMINUM CLIPS 5'-O" O.C. � ALUMINUM CLIPS 5'-O" O.C. PROVIDE BLKG. BETWEEN AS EQ. ,s PROVIDE BLKG. BETWEEN AS EQ. 'C' CHANNEL W/ SMOKE TIGHT JOINT BALLSTON AVEN U E (BOTH SIDES) �' (BOTH SIDES) 5-UNIT TOWNNOME 2 HR. SEPARATION WALL 2 HR. SEPAfZATION WALL TWO LAYERS OF I " TYPE 'X' FIRST FLCSO�.:.CONSTRUCT:I:ON TWO LAYERS OF I " TYPE 'X' GAfZAGE SLAB CONSTRUCTION FIRST FLOOR CONSTRUCTION SARATOGA S�PI NGS, NY SEE SECTION::2. Sr-iT. A6::3:: SEE SECTION '2' Sr-iT. A6.3 GYP. BD. IN 2 'H' STUD GYP. BD. IN 2 'H' STUD •4" CONC. SLAB W/ (BASED UPON UL DESIGN NO. U336) �` �� ....... ;,, ....... ... . �:::.........::::: (BASED UPON UL DESIGN NO. U336) .' •6" x 6" I O/I O W.W.M O/ 'C' CHANNEL W/ SMOKE TIGHT JOINT ... •6" GfZANULAR FILL 'C' CHANNEL W/ SMOKE TIGHT JOINT 'C' Cr-1ANNEL W/ SMOKE TIGr-iT JOINT PORCr-1 SLAB CONSTRUCTION � PORCr-1 SLAB GC�PJSTRUCTION 'C' Cr-1ANNEL W/ SMOKE TIGr-iT JOINT •SLOPE FROM FLUSr-1 ENTRY AT DWELLING � TOWARDS O.r-1.DR. .. ,, ... •4" CONC. SLAB W/ �� � � � \ I ST. FLR. m I ST. FLR. m � •6" x 6" I O/I O W.W.M O/ . I ST. FLR. m �: •6" GRANULAR FILL . - � - - ......... .... T.O.FND. ........... .... . - - - .... ' ......... . . ... ... 5:" � 3 I/ ' �....::.... . .. : • . . ::.. :.. .. . . 3 I/2" 5�� `: • ELEV. +8" . .�.�.�. ,: . ,4 . ... :... ,-' - ' ''� ?t; .. . ..., ... �.�.�.. : �--��'- '' a�'�--���.' °� T.O.FND. T.O.FND. T.O.FND. CLIENT: � ` �:: ELEV. O � ELEV. O � ELEV. O • ,, : . , ° -� a BALLSTON AVE FIRST FLOOR CONSTRUCTION 2x4 SILL PLATE W/ SILL SEALER � 2x4 SILL PLATE W/ SILL SEALER � FIRST FLOOR CONSTRUCTION 2x4 SILL PLATE W/ SILL SEALER � FIRST FLOOR CONSTRUCTION • 2x6 SILL PLATE W/ SILL SEALER � PA�TNE�S LLC , ; ,. . , SEE SECTION '2' Sr-iT. A6.3 '• : a: �. I/2" ANCr-10R BOLTS @ 6'-O" O.C. Q ;'• I/2" ANCr-10R BOLTS @ 6'-O" O.C. SEE SECTION '2' Sr-iT. A6.3 � •,, . I/2" ANCr-10R BOLTS @ 6'-O" O.C. SEE SECTION '2' Sr-iT. A6.3 � • �°:� I/2" ANCr-10R BOLTS @ 6'-O" O.C. ' _ , _ .r.... ,;: . � .. . � N....:. N N c� , 2x6 SILL PLATE W/ SILL SEALER � 2x6 SILL PLATE W/ SILL SEALER � 2x6 SILL PLATE W/ SILL SEALER � 2x4 SILL PLATE W/ SILL SEALER � ' � I/2" ANCr-10R BOLTS @ 6'-O" O.C. :. I/2" ANCr-10R BOLTS @ 6'-O" O.C. ' I/2" ANCr-10R BOLTS @ 6'-O" O.C. I/2" ANCr-10R BOLTS @ 6'-O" O.C. . a . , T.O.FND. ELEV. O . . .. ; . : a FOUNDATION CONSTRUCTION ... , FOUNDATION CONSTRUCTION FOUNDATION CONSTRUCTION , . FOUNDATION CONSTRUCTION � • •I 2 Tr-iK. x 9 O r-iT. CONC. WALL W/ 5 • �� � �� ' :: .:< •4" x 8" CONC. WALL W/ NO. 5 BAR �::::: � O �'' `• •I 2" Tr-iK. x 9'-O" r-iT. CONC. WALL W/ 5 O . �. •4" Tr-iK. x I 2" r-iT. CONC WALL W/ NO. 5 O - � � r-10RIZONTAL ON ::: N NO. 4 BAR r-10RIZ. REINF. N BAR r-10RIZONTAL O/ N NO. 4 BAR r-10RIZ. REINF. . • . . � � ' :'� •VERT. REINF. PER Cr-1ART Sr-iT. A2.0 �. : a ', •I 2" Tr-iK. x 9'-O" r-iT. CONC. WALL W/ 5 • VERT. REINF. PER Cr-1ART Sr-iT. A2.0 •I 2" Tr-iK. x I I '-O" r-iT. CONC. WALL � � W/ 5 NO. 4 BAR HORIZ. REINF. •R- I O MIN. INSULATION TO SLAB (BOTH � � NO. 4 BAR HORIZ. REINF. � • R- I O MIN. INSULATION TO SLAB (BOTH � � � N •VERT. REINF. PER CHART SHT. A2.0 SIDES) � � •VERT. REINF. PER CHART SHT. A2.0 � SIDES) � � •R- I 5 INSULATION TO SLAB � � •R- I 5 INSULATION TO SLAB BSMT. � � DRAWING TITLE: . �.:...... :........ ::... •. . ;, . . . . ; ::..... �:V�1E:�:LING DWELLING DWELLING � BA���iIENT O BASEMENT O SI DE BASEMENT O _' �ILL BUILDING SECTIONS _ N N N DWELLING � DWELLI N G U N EXCAVATED BASEMENT , ...... , �o `. ' BASEMENT `.a' BSMT. SLAB CONSTR. N B�:f�/aT. SLAB::CONSTR. BSMT. SLAB CONSTR. BSMT. SLAB CONSTR. .. SEE SECTION ' I ' Sr-iT. A6.3 . ' °: � ::::::: :::::: �E�:�.�CTIO�l:':k:'::�r-iT. A6.3 = •° ' SEE SECTION ' I ' Sr-iT. A6.3 - SEE SECTION ' I ' Sr-iT. A6.3 _ . " .::: � ' '�� 20" x I 2" FTG. W/ O `• :' 20" x I 2" FTG. W/ � � ' • '�� 20" x I 2" FTG. W/ N 2 NO. 5 BAR CONTINOUS N 2 NO. 5 BAR CONTINOUS N 2 NO. 5 BAR CONTINOUS Pr-1ASE: + . ' BASEMENT SLAB BEYOND ��� CONSTRUCTION DOCUMENTS � �� � ..... ..... .... - - - - - - - - �.......... ....... ......... ........ ... ,.. .. , . ...... ....... ...... .. . ,. . . , . .. . a . ....... ........ .................... : - . . a ;. . . : . . . a . . . . ... . , a . . a . . ... . .. . :. . . . - a . . . . . . < a ...... .................. . . . ... : T O FTG. •.a� . T O FTG. T O FTG. . ..... .... • .. , • a JOB NO. PROJECT NO. �o �o `. :a � `. ;, � . : :° A20-095 TOWNHOME N 20" x I 2"::�'fG. W/ ...... ... ..a . . .... 3�� � �_2�� 3�� _ � 3�� � �_2�� 3�� _ � 3�� � �_2�� 3�� - � DRAWN BY: DRAWING NO: 2 NO. 5 BAR::CONTIN�?:kJ�.. � CLR. � �_8�� CLR. `� v CLR. � �_8�� CLR. `� v CLR. � �_8�� CLR. `� � ART O CNECKED BY: , � XXX_ �� • q� _ � 3�� ��;2�� � � ::::��;:.. DATE: � `�`' v ���.... :::.::::i:�_8�� c��:�::::::. 02- I 6-202 I .. ...... �....::.......... DW��::Lr �G S�:I�Af�A�� OI� :�/�/ALL DWELLI NG SEI�AfZATION WALL DWELLI NG SEI�Af�ATION WALL DWELLI NG SEI�Af�ATION WALL . . .. :: . . SCAL�::::1�2" = I '-O" �::: �:::. SCALE: I/2" = I '-O" SCALE: I/2�� _ �_ �� �� _ �_ �� - I O SCALE: I/2 - I O `SLAB:� � FOOTINGS TO BEAR ON L��:DI�TURBED.NA�I'VE SOILS `SLABS � FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS `SLABS � FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS `SLABS � FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS ..... ....... OR �NGINEERED FILL. MINIMUM 3'-6" B�L:C�:C�!:�D::1A�ENT GfZADE OR ENGINEERED FILL. MINIMUM 3'-6" BELOW ADJACENT GfZADE OR ENGINEERED FILL. MINIMUM 3'-6" BELOW ADJACENT GfZADE OR ENGINEERED FILL. MINIMUM 3'-6" BELOW ADJACENT GfZADE ........ ..... . ... .... ....... ..... ....... ..... ....... ...... ....... . .. . .. .. ........ ....... ........ ....... ..... ....... ....... ...... ......... .... ........... ... ... .. .. ... ........ ........... ............. James Fahy Design NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K Rochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. ROOF CONSTRUCTION ROOF CONSTR ROOF CONSTRUCTION SEE SECTION ' I ' Sr-iT. A6.4 SEE SECTION ' I ' Sr-iT. A6.4 SEE SECTION ' I ' Sr-iT. A6.4 UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION FIRE RETARDANT DECKING 4'-O"EACH FIRE RETARDANT DECKING 4'-O"EACH FIRE RETARDANT DECKING 4'-O"EACr-1 7209. SIDE OF 2 HOUR SEPAfZATION WALL PER SIDE OF 2 HOUR SEPAfZATION WALL PE SIDE OF 2 HOUR SEPAfZATION WALL PER RCNYS R3 I 7.2.2 3 ��2�� RCNYS R3 I 7.2.2 3 ��2�� RCNYS R3 I 7.2.2 3 ��2�� 4'-O" 4'-O" 4'-O" 4'-O" 4'-O" 4'-O" ::::. :::::. :::.. o ... . Copyright 2021 James Fahy, P.E., P.C. All rights reserved. 'C' CHANNEL W/ SMOKE TIGHT JOINT 'C' CHANNEL W/ SMOKE 'C' CHANNEL W/ SMOKE REVISIONS: TIGHT JOINT TIGHT JOINT NO. DATE BY DESCRIPTION ::, ....... .... ALUMINUM CLIPS 5'-O" O.C. ' � � :: PROVIDE SOLID BLKG. BETWEEN TRUSSES OR fZAFT. s� AS REQ. ON BOTH SIDES T` � � ;. ;:'; ; ........ . �.. ... .. ,., ....... ....... .......... ALUMINUM CLIPS 5'-O" O.C. ",;' ALUMINUM CLIPS 5'-O" O.C. � PROVIDE SOLID BLKG. BETWEEN PROVIDE SOLID BLKG. :, .. ,; .......... ..... . TRUSSES OR fZAFT. AS REQ. ON ;'; BETWEEN TRUSSES OR ' BOTr-1 SI DES fZAFT. AS REQ. ON BOTr-1 . ,: s,; :;`; SIDES T.O.PLT. � T.O.PLT. T.O.PLT. ............ ......... .. . .... :` .... . DOUBLE TOP PLATE (BOTH SIDES) � � ..... , ..... ...... PROVIDE SOLID BLOCKING DOUBLE TOP PLATE (BOTH SIDES) :::::PRC7V:f��:SOLID BLOCK[f�G: :::.::. � :.:.... �; �::::::.. ... � ' 3/4" FIRE BLOCKING (BOTH SIDES) .... ... �` ..... .. .. '_; . .... ... ,. . .. DOUBLE TOP PLATE ` I/2" GYPSUM BOARD (BOTH SI DES) . . I/2" GYPSUM BOARD (BOTH SIDES) 3/4" FIRE BLOCKING (BOTr-1 SIDES) 2x4 STUD @ I 6" O.C. (BOTr-1 SIDES) ,, .. ........ "' 2x4 STUD @ 1 6 O.C. (BOTr-1 SIDES) ' . . : : ,_ ... SEE FLOOR PLANS FOR LOCATIONS SEE FLOOR PLANS FOR LOCATIONS `" � ::, -' R- I 3 BATT INSULATION (BOTr-1 SIDES) '' � ,... . .. ...... . I/2" GYPSUM BOARD (BOTH SIDES) WITH 5/8" TYPE 'X' GYP. BD. IN PLACE OF WITH 5/8" TYPE 'X' GYP. BD. IN PLACE OF R- 13 BATT INSULATION (BOTH SIDES) . .:. �:.... -..... '� 3/4" AIRSPACE (BOTr-1 SIDES) :: . ......... .... . ,: .... �� I/ YP. BD. I/ YP. BD. 3/4" AIRSPACE (BOTH SIDES) 2x4 STUD @ I 6 O.C. (BOTr-1 SIDES) R- I 3 BATT INSULATION (BOTr-1 SIDES) � DWELLI NG DWELLI NG � � �w������� D1�V:��LL1 NG . � � � S�.Ct��hL7 FLR. : . .... .... � SECOND FLR. �; SECOND FLR. � :�: : �:::::::::.�. SECOND FLR. / IR P E B H IDE ;, — — ..... , . ... ::;.. . � :::::: DWELLING DWELLING � � �� -� -� ALUMINUM CLIPS 5�-0�� o.c,..:..:.:::.:.:.:: � .. � ALUMINUM CLIPS 5-O O.C. � � : ; PROVIDE BLKG. BETWEEN A�:�Q: � SECOND FLR. SECOND FLR. . ;;;: PROVIDE BLKG. BETWEEN AS EQ. �''''' � : (BOTH SI DES) ...... .. :; ALUMINUM CLIPS 5'-O" O.C. (BOTH SIDES) . .......... ..... ..... ; ........... 2 r-iR. SEPAfZATION WALL 2 r-iR. SEPAfZATION WALL SECOND FLOOR CONSTRUCTION AT PORCr-1 SECOND FLOOR CONSTRUCTION AT PORCr-1 SECOND FLO�R CO:NSTRUCXIQN Al" PORCr-1 PROVIDE BLKG. BETWEEN AS EQ. � ��` ............ ' TWO LAYERS OF I " TYPE 'X' TWO LAYERS OF I " TYPE 'X' '` (BOTH SIDES) 3/4" ADVANTECH SUB FLOOR GLUED � NAILED 3/4" ADVANTECH SUB FLOOR GLUED � NAILED 3/4" ADVANTEC�k1.SUB.FLOOf�:GLtJED � NAILED , .. •I I 7/8" TJI 2 I O FLOOR JOISTS @ I 6" O.C. •I I 7/8" TJI 2 I O FLOOR JOISTS @ I 6" O C ° GYP. BD. IN 2 H STUD GYP. BD. IN 2 H STUD ' ..... . •I I 7/8".TJ:1�2 I O �LOO�F�:J:O15T�::a� I 6" O.C. 2 HR. SEPAfZATION WALL W/ I I 7/8" MFR. RING JOIST W/ I I 7/8" MFR. RING JOIST (BASED UPON UL DESIGN NO. U336) (BASED UPON UL DESIGN NO. U336) �:::::�::.. W/ I I 7!8'.' MFR. f�ING JO.IST.�.:: TWO LAYERS OF I " TYPE 'X' •R-38 INSULATION •R-38 INSULATION �; i� �:.•R-38 INSI�:LATION ....... GYP. BD. IN 2 'r-1' STUD � - ,;., SECOND FLOOR CONSTRUCTION _ _ SECOND FLOOR CONSTRUCTION PORCr-1 CLG. AS SELECTED � •PORCr-1 CLG. AS SELECTED :� SEE SECTION '2' Sr-iT. A6.3 � � SEE SECTION,'2',�,HT. A6.3 ":+:.PORCr-1 CLG::AS SELECTED (BASED UPON UL DESIGN NO. U336) � � � � 2ND FLR. � 2ND FLR. O O � � , .. ti ..... : - - - 2ND FLR:::.::.:.: `s� T.O.PLT. `� T.O.PLT. ..................... . y: .. . ,. ... .T.O.PLT: ::::::::::::::..... .... ;,:. <,; ....... .. ; . Pf�O\CIDE SOLI.p.BLOGK{�}G��(BOTH SIDES) PROVIDE SOLID BLOCKING PORCH CEILING AS SELECTED ;> DOUBLE TOP PLATE (BOTH SIDES) t, 3/4" FIRE BLOCKING (BOTH SIDES) :::DOUBL�:TOP PLATE (BOTH SIDES) ;�f I/2" GYPSUM BOARD 3/4" FII:�:BLOCKING (BOTH SIDES) POI�CI—I EXTERIOR WALL CONST. AT PORCr-1 (BOTr-1 SID S) POI�CI—I EXTERIOR WALL CONST. AT PORCr-1 •r-1ARDIE BOARD SIDING EXTERIOR WALL CONST. AT PORCr-1 2x4 STUD @ I 6" O.C. . •r-1ARDIE BOARD SIDING ':;. ,.r •7/I 6" O.S.B. SHEATHING .HARDIE BOARD SIDING �t{ R- I 3 BATT INSULATION :::f�:2":GYPSUM BOARD .7/I 6" O.S.B. SHEATHING ...... . �� . .. . .. ........ TYVEK r-10USE WfZAP OR EQUAL • 7/I 6 O.S.B. Sr-1EATr-11NG �; 3/4" AIRSPACE (BOTr-1 SIDES) ...:.............:. . �' '''�'''" ;x TYVEK r-10USE WfZAP OR EQUAL •2x4 STUDS I 6" O.C. WITr-1 DOUBLE .TYVEK r-10USE WfZAP OR EQUAL ``- ' :.................::. �...... 2x4 STUD @ I 6" O.C. (BOTr-1 SIDES) '� .2x4 STUDS I 6" O.C. WITr-1 DOUBLE TOP PLATE AND SINGLE SILL PLATE •2x4 STUDS I 6" O.C. WITH DOUBLE �� R- I 3 BATT INSULATION (BOTH SIDES) TOP PLATE AND SINGLE SILL PLATE WITH SEALER TOP PLATE AND SINGLE SILL PLATE � DWELLI N�:::::.:::: „ WITH SEALER •fZ- I 3 INSULATION WITH KfZAFT � - WITH SEALEfZ 5� FIfZST FLfZ. .o� � 3/4 AIfZSPACE (BOTH SIDES) .fZ- I 3 INSULATION WITH KfZAFT � �:......:. � VAPOR BARRIER � � • R- I 3 INSULATION WITr-1 KfZAFT �. — DWELLI NG 5 VAPOR BARRIER ALUMINUM CLIPS 5'-O" O.C. � � VAPOR BARRIER :�:::::::�:... :�.;.:.. � FIRST FLR. �� O PROVIDE BLKG. BETWEEN AS EQ. � � ALUMINU.M::GLff�::5'.=0" O.C. �� � ALUMINUM CLIPS 5'_O" O C �x � PROJECT: (BOTH SIDES) PROVI.D�:BCKG. BE�1r1�'��N AS EQ::::::::. PROVIDE BLKG. BETWEEN AS EQ. p I_..I BALLSTON AV�NU� 2 HR. SEPAfZATION WALL PO�\C I I (BOTF-f �:I DES) . (BOTH SI DES) PO�\C I I TWO LAYERS OF I " Tl'PE 'X' 2 H�,.�:EPAfZAT4t3N WA�L 5-U N IT TOWN NOM E GYP. BD. IN 2 'H' STUD 2x4 SILL PLATE W/ SILL SEALER � TWO:LAYER�::O�i I TYP�.X.::::.. 2 HR. SEPAfZATION WALL (BASED UPON UL DESIGN NO. U336) I/2" ANCHOR BOLTS @ 6'-O" O.C. �� GYP. BD. IN::2: H STUD : TWO LAYERS OF I " TYPE 'X� SARATOGA S�PINGS, NY (BASED Uf'(ON UL DESI.�N NO. U336) GYP. BD. IN 2 'H' STUD � (BASED UPON UL DESIGN NO. U336) PORCr-1 SLAB CONSTRUCTION PORCr-1 SLAB CONSTRUCTION �::'�:'�:Cr-1ANN�L:tN,�.S.fy'ID:K� TIGr-iT JOINT PORCr-1 SLAB CONSTRUCTION 'C' CHANNEL W/ SMOKE TIGHT JOINT •4" CONC. SLAB W/ •4" CONC. SLAB W/ � •4" CONC. SLAB W/ •6" x 6" I O/I O W.W.M O/ �� �� FIi��Y;FLOOR CONSTRUCTION 'C' Cr-1ANNEL W/ SMOKE TIGr-iT JOINT � •6" x 6" I O/I O W.W.M O/ •6 x 6 I O/I O W.W.M O/ ... SEE:�:�CTION '2' Sr-iT. A6.3 � ,. �/2" ;� _ _ �;: •6" GfZANULAR FILL •6" GfZANULAR FILL ° � ;, - •6" GfZANULAR FILL � T.O.FND. � � :: '> I ST. FLR. m m I ST. FLR. }�� T.O.FND. .. . a • . : • • .. , . .; . ,. a�• . .. : � : • ELEV + I ' — — ELEV + I 2�� • . .• , T.O.FN D. �� — . ELEV. +8" — T.O.FND. T.O.FND. CLIENT: � ELEV. O ELEV. O � : T.O.FND. - a.. . .: : m : ..... :....:... . �a�. .-. • .a. ELEV. O BALLSTON AVE _ • ......... ........::.. . N '.: ' d -• . 2x4 SILL PLATE W/ SILL SEALER � � � �� . 2x4 SILL PLATE W/ SILL SEALER � FIRST FLOOR CONSTRUCTION � _ � �� �= PA�TNE�S, LLC , -. I/2" ANCr-10R BOLTS @ 6'-O" O.C. ' • I/2" ANCr-10R BOLTS @ 6'-O" O.C. SEE SECTION '2' Sr-iT. A6.3 � � BOTH SIDES Lo: ' , ... e . a . • ..... a - ,. • ; : � �; ...... � . �� DWELLING N _ , . . ,.,• BASEMENT � . ... . .. . . . .. , . . . . � � � . " a. FOUNDATION CONSTRUCTION ' " -� ` FOUNDATION CONSTRUCTION � � � • - N ; .. ... .. , . ....... ....... .... :: t •4" x I 2" CONC. WALL W/ NO. 5 BAR ` •I O" Tr-iK. x I O'-O" r-iT. CONC. WALL � :: O FOUN:D��71ON CONSTRUCTION r-10RIZONTAL ON W/ 5 NO. 4 BAR HORIZ. REINF. .4��.� g�r cc�.�c. wA�� wr No. 5 eA�.....:.:::� DWELLI NG •I 2" THK. x 9'-O" HT. CONC. WALL N � FI LL � .:�, •VERT. REINF. PER Cr-1ART Sr-iT. A2.0 . � � ... HORIZONT�L.ON .� _ �0 �; - - W/ 5 NO. 4 BAR HORIZ. REINF. ' ' - — . •. � BASEMENT p. ; a: ..... ... ....... " •:1.2" Tr-iK. x :l:.1.':-0" r-iT. CONC. WALL O N . . O O .VERT. REINF. PER Cr-1ART Sr-iT. A2.0 ' � • . O � , � "" ''::�//:.5 NO. 4 BAF�.HORIZ. REINF. � � � •R- I 5 INSULATION TO SLAB BSMT. • � DRAWING TITLE: m •V�f�T. REINF.��F'�fZ:CI�Af�T SHT. A2.O - SIDE _ •. . ........ ...... _ . . ° BUILDING SECTIONS N . � a •R=:1:5::fNSULATI��I:T����LAB BSMT. -� •� , • ; � FI LL FI LL s�o�:::::::.. - N � F I LL `� ' � p ,` N BSMT. SLAB CONSTR. BSMT. SLAB CONSTR. , � SEE SECTION ' I ' Sr-iT. A6.3 SEE SECTION ' I ' Sr-iT. A6.3 � 20" x I 2" FTG. W/ � � N . _•• � N 2 NO. 5 BAR CONTINOUS Pr-1ASE: BASEMENT SLAB BEYOND � CONSTRUCTION DOCUMENTS . ..... ..... ...... ... � — — - - �. . .: ..... ..... .... . ...... ....... ......... ........ ... . : ...... ....... ...... .. . � . .a . . ;� . ....... .................... .. : . . .. ,. . . . : T.O.FTG. T.O.FTG. ' ` ' ° - a ........ ... .. . • . . a, ..... .... - - . q .:. �0 � Q JOB NO. PROJECT NO. . ....... _ . . � ' � N a '-'°� — A20-095 TOWNHOME . ... ........... , ,. . ; . . . . ...... . 20" x I 2" FTG. W/ .. . ... , 3�� � �_2�� 3�� _ � �; ...... ... .. 2 NO. 5 BAR CONTINOUS • "L- a; _ � 3�� � �_2�� 3�� DRAWN BY: DRAWING NO: CLR. � �_8�� CLR. `� v � `� v CLR. � �_8�� c��. ART 0 , CNECKED BY: .... . ..... _ ; . .. a XXX — . .. .... . 3�� � �_2�� 3�� � DATE: � (,(� J c��. i �_8�� c��. � 02- I 6-202 I D���LI N G :� EI�Af��TI �C� N WALL DWELLI N G S EI�Af�ATI O N WALL DWELLI N G S EI�AfZATI O N WALL I O SCALE: I/2 — I O I I SCALE: I/2 — I O SCALE: I/2" = � I '_O�� �� _ �_ �� �� _ �_ �� �5LAB5 � FOOTINGS TO BE�k:R:O:�J.UNDISTUR�ED NATIVE SOI{�5 `SLABS � FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS `SLABS � FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS ..... � flR ENGINEERED FILL. MINIMUfvI:�:':=:6'.'.B.ELQ�:ADJACENT GfZADE OR ENGINEERED FILL. MINIMUM 3'-6" BELOW ADJACENT GfZADE OR ENGINEERED FILL. MINIMUM 3'-6" BELOW ADJACENT GRADE .... ......... ........ ..... .... ....... ... .... ....... ..... ....... ..... ....... ...... ....... . .. . . .. .. ........ ....... ........ ....... ..... ....... ..... ...... ....... ....... ......... .... ........... ... ... .. ......... ... ........ ............. James Fahy Design NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K Rochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com 4'-6" 2'_3�� 2�_3�� EXTEND DOUBLE LAYER OF TYVEK TYPICAL FLOOR � WALL CONSTR. COPYRIGHT NOTICE: EXTERIOR WALL AT HARDIE BOARD SIDING I I SEE SECTION ' I ' Sr-iT. A6.3 TFIESE PIANS ARE PROTECTED UNDER FEDERAL 2x6 fZAFT. 24" O.C. FROM BELOW TO 6 "MIN. ABV. SIDING I I COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY VINYL SHAKE SIDING TfZANSITION SEE SECTION I SHT. A6.3 COLUMN BEYOND SEE SECTION '3' SHT. A6.3 REPRODUCTION, OR MODIFICATION OF TFIESE 8" � OR PER ELEV. P�ANS, IN WF10LE OR IN PART, WITFIOUT TF1E W FLASHING W/ DRIP EDGE I I EXPRESS WRITTEN CONSENT OF JAMES FAF1Y I x2 O/ 2x6 ALUM. PORCr-1 SLAB CONSTRUCTION DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. = WfZAPPED RAKE I I •4" CONC. SLAB W/ CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE � BEDDING SEAL UNDER FLAHING I I FOR CONSTRUCTION OF TFIESE PLANS. - I x6 BOfZAL TRI M •6" x 6" I O/I O W.W.M O/ I I •6" GfZANULAfZ FILL UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO GABLE FRIEZE SIMPSON A-2 I OR METAL BfZACKET � � � •PITCH AWAY FROM BUILDING I/4" / FT. TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK HOLDING CAPACITY 5 LB/LF OR 22 Q STATE EDUCATION LAW, ARTICLE 145, SECTION GA. MIN. METAL SUPPORT J I I 7209. 2x6 ALUM. WfZAPPED fZAKE �0 I I GALV. MTL. FLASHING W/ MTL. DRIP EDGE � I I EXTEND MIN. 8" ABV. SIDING I ; .. .. 2x4 C.J. 24" O.C. I x4 BOfZAL TRIM LATr-1 FASTENER �.:. o � �`: .. Copyright 2021 James Fahy, P.E., P.C. I BLOCKING (OPTIONAL) 3�� � � All ri hts reserved. ;: 2x4 STUDS W/ DBL. �:....�: 9 TOP PLT. � SINGLE SILL PLT. _ = I EXTERIOR FfZAME WALL W/ LT. V�. STONE CULTURED STONE WATER TABLE/ SILL ��� o a , . ° a ° ��d � � � •LT. VV�. STONE VENEER a a da � � a: a: � � _ � � •MORTAR SETTING BED T.O.FND. � � � I •SCfZATCr-1 COAT ELEV. O .` a a � o •LATr-1 a Q 9 Q REVISIONS: e � a.. °a NO. DATE BY DESCRIPTION � •2 LAYERS TYVEK r-10USE WfZAP OR EQUAL. O/ �� � � . . O � I , I I/4" � ��� �a_°�„ �a °a ° NO. 4 BAR.f�" L�.NG ~ •7/I 6" O.S.B. Sr-1EATr-11NG �0 � SILL NOSE O/ I x4 .2x6 STUDS @ I 6" O.C. � ...... °� � BOfZAL TRIM .R-2 I INSULATION W/ KfZAFT VAPOR BARRIER NOSING a @ 24".O;C; � ..: � � a a de . � �� a °. a .... ::... ...... . .. .. o ° � � a . ...... . ......... „•,•,•,• � a $ a' : o. " ...... ......... ......... ....... . . .a , � ........... a . a e • I/2" GYP. BD. d FI RST FLOOR CONSTR. ° ° a� � � � a . . ° a � a a ::::::::::::: ....... a . a a ...... �.. D O f�M E f� D ETA I L � � � _ � � a � a . oe •3/4" ADVANTECH SUB FLOOR GWED � NAILED ` �' ' °° , a o � , � �o ...::: ::::::::::::::::.. ° ° ° °a •9 I/2" TI MBERSTfZAND LSL FLOOR JOISTS @ a a � ........ I : ; � _ a a . .... SCALE: I/2" = I '_O" . a � I 6" O.C. W/ 9 I/2" MFR. RING JOIST ° e a � �. a� a� •R-38 INSULATION FULL PERIMETER, COVER ° a a �, ° SILL PLATE � TOP OF FND. ° • a �:::. o a � , a 8" Tl�[{:�K CONCRETE WALL W/ VERTICAL:::. � a .......... ...... ............ ,....... LAP TYVEK O/ WEEP SCREED FLANGE ; ° �. � ° a � ...., o':..:..:. REIN;��f�CING PER TABLE R404. I .2(8) IB::.:.. g.° , aa o a a :� a . :.... :. ... ... . . •BASED UPON UL DESING NO. U309 . � a a ... SGT;::A2.0 AND 5 NO. 4 BAR r-10RIZONT�kL .. � °.. ;;.:: •HARDIE BOARD SIDING OR LT. V�. STONE FLASHING TfZANSITION TO EXTEND I " a , � e VENEER PER ELEV. MIN. BELOW TOP OF FOUNDATION � � °° ° e a� � • 4... . ° �� a SEE DETAI L '4' FOfZ GAfZDEN •TYVEK �10USE WfZAP OfZ EQUAL ° �a:....: ° , a ....... . .. a ........ WALL TfZANSITION , e ........ ... ... : •7/1 6" O.S.B. SHEATHING EXTEND TO FND. WEEP SCREED � a ° � � � � a' ° a, . ° II •2x6 STUDS I 6" O.C. WITr-1 DOUBLE TOP PLATE ° a ' � a 7/I 6 O.S.B. SHEATHING AND SINGLE SILL PLATE e d aa BEDDING SEAL UNDER a � a a �a �� ° � :�9 ...... o .... ' a�. a d o �/ �� aa •R-2 I INSULATION WITr-1 KfZAFT VAPOR BARRIER , � d � OVER 2x4 FURRING ` FLASHING W/ DRIP EDGE a� ° a" . a � � � ; ... SEE DETAI L '4' FOR LT. V�. •5/8" TYPE 'X' GYP. BD. I NTERIOR ,� ° ` a ° �-P . . a a ...... .b.... , ::.......: ...�..a _ ...... a � ...... .... •5/8" TYPE 'X' DENSGLASS EXTERIOR, EXTEND TO ° ; a . � � . ....... ..... . STONE VENEER � < .° FND. EXTERIOR CONC. WALL W/ LT. V�. STONE � � � a N FOUNDATION CONST. •LT. VV�. STONE VENEER � �� ` a a� Qa •8" Tr-iK. x I I '-O" r-iT. WALL W/ •MORTAR SETTING BED a - a e a , VERT. REINF. PER Cr-1ART ON •SCfZATCr-1 COAT a � ',� ° ° ° � � e .. ......... . ........... e. . ::: .... a . . ae a, . �e a ........ a a Sr-iT. A2.0 � 5 NO. 4 BAR . .LATr-1 � < � � � a . o a ........... . ......... HORIZ. : ' •CONCRETE WALL (SIZE � REINF. PER . . �' � ' ° a •SEE DETAIL '4' FOR STONE 3�� ' ; FOUNDATION PLAN SHT. A2.0 � : g�. n , e�� � . ,, F �a. o ........ ..................... ........... ..... o „ -o ........ ....................... ................ - VENEER AT FND. �. `_„ a , a � ......... ... e . a .. rt:: °;_ a a .... .... a a o. ° , a - cr� �.. � • •WfZAP-N-DRY DfZAINAGE MAT N W ° o� °aa ° OVER RUBBERWALL Q = - a WATERPROOFING SYSTEM ' 8 � � �e ° a ° a a � e .. ........ .. a .. ........ e � ... ....... BELOW GfZADE TYPICAL FLOOR CONSTRUCTION a e ;a ; ' ° � ..... ..... ...... ...... •R- I 3 INSUL. TO SLAB � SEE DETAIL '4' � ° e � I I 4" �� a � d � . a a a " .� e ................. ....... , ..... ......... �ND. ELEV. O � ' WEEP SCREED / I I .......... ......... � a ° ° , a ° e e ::.. ea - - NOSING ° a � � a a a ° � < a C9 w a a ...... ' a Z � ^ a ° - a .... . , ........ . - �'' ' � ........ • - e ...... ......': a ....... , .. e ..... .... . GfZADE, PITCr-1 AWAY FROM r-10USE � � . : ° ° �e e a . � °b a a N �� aa o .. a. e - a. e ^ e ..... ..... _ o .... - -�} P N V : ' o ..a a �d ......... ..... .�. . � a � . .�.�.�.�.�.� �.... �OU N DATION AT I NSET WALL � � � � � e : a a e . a � � � a a a a a �� �� . . 2 SCALE: I " = I '-O" ^ o a a ° N O. 4 B A R I 2 O.C. a °� o a a a ,a ....... ........... . ............ GfZADE ................. a a a ......... a a a a ELEV. 3 I 3 a. � NO. 4 BAR I 2" O.C. ° ' ° ° ' a a a. e . a , ° aa Q a e _o :::::::. �:. :::. #4 REINF. BAR a a a ae o I 8" MIN. LENGTII a: . ..... , a ... a a a e a ... a , a .... ... . a , o e a , . ..... ... e a T.O:F f�JD:.......-.. � a a a o ea a ° � EL�W; -1 04��:: .. Q° a , °a a a , a .... a a a , a ... ... � ° ° a ae v � � � aa .. e a e _ �a .. a , a a o � . . a a. � �a ° a ` ° a a � ° � a 8" T�]I��.K.C.�I�:����"E:�fP�:�L W/ NO. 5 BAR ° �o �� ° e e ; a . e a ' Q d^ ..... a � .. 48° C7:C;:V�I��iCAL AND:.:NO. 4 BAR �:... :: a ° _ a N a a , a e a � ° ::hORIZONtAL TOP AND..�OTTOM a , a a . a ea , , ..... , .. ....... ....... e .. , ....... a 0 o a , . . o a a z - `B ° ' aa � N I I'-2" ° 4, 8„ _ a a e - ° ��� � � a ° ° °° o � � ae � a a a a �` a a o a aa � ° ' a° de d d G . o .� a. . a . � �. , � � � - ' e - . , 'd . . . 'b ' � ��. d �- a , °� � a � d '^a , � a ea a _ TIE FOOTING TO FOUNDATION WALL W/ a e a , e o ; < ....... ...................� e a ....... TO NDATION WAL , ae e , o � a a° a a � �l, FOOT NG FOU L W/ NO 4 BAR 48" O C ........ ............... - ........ ............... I ...... d ......... ............... � 9 . a � a °� tl a �o a ..NO. 4 BAR 48" O.C. , . . . 04 . . o. . . . . . � a . d a a �, . a .. 8 ' d . . . ' ... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a Q d a o . ' . . .Q - - - - - � . e - . ' ' -d . .n . . . . . . � ' . � � Q 9 . . . a . o. . . a ° 3" t100 K �a aa - - - - - - e _ , a <.... �i e o a .... e a � .... a ° ° , a < a � - � ° v a a o � ' 3" H a ...... ..... a e , - � a ; OOK.. a a o a � e a Q oa , _, . = a . a , e a 36" MIN. - � - - - - - .� - _ c� _ a " � e ; a e.. .e -o , . �` n ,. a < . .�. , . . a . . , '. , . a a � � e . � . a a d �.: �; � � , o �a � , e � a a e. a a � . . . - . - .d�� � ' . . ' _ . . ' ' . d, , . _ . - e ............. ....... � . ... ........... ........ o . . Q a a o �a � � .................. ' ..a.'.... . . .. . . ...... ............. a�.'.'.'.'.'-.'a. ° . o . #4 REINF. BAR ` a 4 � , ° � ° � . a, , ` HOLD LT. WEIGHT STONE VENEER AT FINISHED GRADE OR PAVEMENT PER � a ° ° PROJECT. I 8" MIN. LENGTII °,, � ° MFR. RECOMMENDATIONS, OR AS SHOWN, WHICHEVER IS GREATER. . : ::'' 3°���1�:.:: ::::::�:' 2" 3" CLR. 20" W. x I 2" HT. CONCRETE FOOTING 20" W. x I 2" HT. CONCRETE FOOTING BALLSTON AVEN U E ° ° ° ° .i::`�8°. W/ 2 NO. 5 BAR HORIZONTAL W/ 2 NO. 5 BAR HORIZONTAL aa � , e a CONTINUOUS CONTINUOUS 5-UNIT TOWNNOME �` ° � SAfZATOGA Sf�PINGS, NY ... -.. .... f�El N �Of�CED STE��ED �OOTI NG LIGNT WEIGNT STON E VEN EEf� �� IC�L C�ST I N �LACE CONCf�ETE STAI f� . . . . . . SCALE: I " = I '_O�� T = FOOTING THICKNESS SCALE: I " = I '_O" .. SCALE;:::::f:."..= I '-O" . ALL SPLICED TO OVERLAP A MIN. OF I g" 2 r-iR. SEPAfZATION WALL EXTERIOR WALL @ PORCr-1 EXTERIOR WALL CONST. AT PORCr-1 TO GAfZAGE EXTERIOR WALL CONST. AT PORCr-1 TO GAfZAGE � TYPICAL EXTERIOR WALL CONST. TYPICAL EXTERIOR WALL CONSTRUCTION 2-LAYERS OF I " TYPE 'X' GYP. BD. IN •r-1ARDIE BOARD SIDING GAI�AGE 2 H STUD L DESING NO. U33 CLIENT ; •HARDIE BOARD SIDING SEE DETAIL '6' p GA:r\A�E � � SEE DETAIL '8' ' �� � � , .. , •HARDIE BOARD SIDING (U 6) •TYVEK r-10USE WfZAP •TYVEK r-10USE WfZAP OR EQUAL � � �:: �::.. •TYVEK r-10USE WfZAP OR EQUAL � •2x4 STUDS 24" O.C. CONNECTED TO 2-r-iR. � GAfZAGE SLAB CONSTRUCTION •7/I 6" O.S.B. Sr-1EATr-11NG GARF�G�.SLAB CQ1�:STRUCT.1.0:�1:.:.. •7/I 6" O.S.B. Sr-1EATr-11NG EXTERIOR WALL CONST. AT PORCr-1 TO GAfZAGE 2 r-iR. SEPAfZATION WALL fZATED SEPAfZATION WALL W/ ALUM. CLIPS BALLSTON AVE „ , , „ SEE DETAIL 6 2-LAYERS OF I TYPE X GYP. BD. IN � �� •2x6 STUDS I 6 O.C. WITr-1 DOUBLE TOP PLATE 5-O O.C. •4" CONC. SLAB W/ •2x4 STUDS I 6 O.C. WITr-1 DOUBLE TOP PLATE = SEE DETAIL::6.:�:::'�" D L DESING NO U33 •6" x 6" I O/I O W.W.M O/ AND SINGLE SILL PLATE WITH SEALER : DWELLI NG AND SINGLE SILL PLATE WITH SEALER FND. ELEV. _ _ _ _ 21I I�I ST� ' ) •R_ I 3 INSULATION W/ KfZAFT VAPOR PA�TNE�S LLC (U 6 p I_..I , � �� •R- I 3 INSULATION WITH KRAFT VAPOR BARRIER PO�\CI I � •R-2 I INSULATION WITH KfZAFT VAPOR BARRIER + I 2" ^ ' ^ , a ° INTERIOR WALL , ; BARRIER •6 GfZANULAR FILL � •SLOPE 4" FROM FLUSH ENTRY @ DWELLING •5/g�� Tl'PE 'X' GYP. BD. (CONTINUATION OF � : .. ::: :� •I/2" GYP. BD. a � ��' •I/2" GYP. BD. TOWARDS OVERr-1EAD DOORS DWELLING TO GAfZAGE SEPARATION) FIRST FLOOR CONSTR. FfZAME WALL OVERr-1ANG5 FND. TO � •2x4 STUDS 24" O.C. CONNECTED TO BOfZAL TRIM WfZAPPED PILASTER TO MATCr-1 ACCOMMODATE INSUL. BELOW 2-r-iR. fZATED SEPAfZATION WALL W/ COLUMNS SEE SECTION '3' Sr-iT. A6.3 POI�CI-I •3/4" ADVANTECH SUB FLOOR GLUED � NAILED ALUM. CLIPS 5'-O" O.C. BOX BM. ABV. , ... FND ELEV. �FND. ELEV. �:��. FND ELEV. I •9 I/2 TIMBERSTfZAND LSL FLOOR JOISTS @ •R- I 3 INSULATION W/ KfZAFT VAPOR �+ I 2" - - - �+ I 2 - - - - . �+ I 2" � I 6" O.C. W/ 9 I/2" MFR. RING JOIST � BARRIER - - - - - - - - a o. - - - - - - •R-38 INSULATION FULL PERIMETER, COVER I/2 GYP. BD. O/ R- I 3 INSUL. W/ a ° Qa ° � ° ° � a � a a � ° e . "` I/2" PLATE � TOP OF FND. FURRING ° a ; e C CHANNEL W/ SMOKE TIGHT JOINT - - . � . .... . . ° SILL a , , _ aa Q a a a , e .. �. . ° ' ' ' ' . '. . . . - �e� 'Q . . . � .... . .... �'. a o. d a . .. '. . ... . . . .. .. . ... � � ... . .. .. .. .. .. d � ... . .. . . � . ; OII ° a a ° a , • a I O a a e .. . a .. . < .. . .. ..... .. . a � ; DRAWING TITLE: ° ° �� �: : � :: :a a � . ...� GRADE, SLOPE AWAY FROM BLDG. 2x8 STAIR LANDING ° � - - - �:......: a i � ......... EXTERIOR WALL DETAILS � � I/2" GYP. BD. 7/I 6" O.S.B.SIIEATIIING e PORCr-1 SLAB CONSTRUCTION FOUNDATION @ GAfZAGE TO PORCr-1 FOUNDATION WALL •r-1ARDIE BOARD SIDING � e. :.. ... ..... :.. . < . . � ° FOUNDATION @ GAfZAGE TO PORCr-1 . : 4�� �� �� �� •TYVEK r-10USE WfZAP �� a �� �� � • W. x I 2 r-iT. WALL ON ° •4 W. x 4 r-iT. WALL ON . o . � •4 CONC. SLAB W/ ° a �� � �� .2x6 STUDS I 6" O.C. FOUNDATION GAfZAGE T0 PORCr-1 � � I/ UD WALL I/ UD WALL @ � PORCr-1 SLAB CONSTR�JC�IOI�:::::::.. �:::::::.. o ° 4" W. x 4" r-iT. WALL ON ° WALL � e ' °� •8" W. x 9'-O" r-iT. CONC. •8 W. x 9-8 r-iT. CONC. WALL ° ° .6" x 6" I O/I O W.W.M O/ ...... a .8" W. x 9'-8" r-iT. CONC. WALL °a , � •fZ- I 3 INSULATION W/ 3/4" AIRSPACE 3/4" AIRSPACE • 8" W. x I O'-O" r-iT. CONC. WALL II SEE.DETAIL '6' . � � •R- I 3 INSUL. TO SLAB R- I 3 INSUL. TO SLAB a a •6" GfZANULAR FILL . . . • VERT. REINF. PER CHART ON SHT. A2.0 a •PITCH AWAY FROM BUILDING I/4 / FT. ^ a° •VERT. REINF. PER CHART ON SHT. A2.0 ° aa ° •VERT. REINF. PER CHART ON SHT. A2.0 •VERT. REINF. PER CHART ON KfZAFT VAPOR BARRIER ::.... :.... a � • 5 NO. 4 BAR r-10RIZ. ° a •I/2 GYP. BD. I"TYPE 'X' GYP. BD. I"TYPE 'X' GYP. BD. PNASE: • 5 NO. 4 BAR r-10RIZ. A � �. .5 NO. 4 BAR r-10RIZ. ^ Sr-iT. A2.0 CONSTRUCTION DOCUMENTS •5 N O. 4 B A R r-1 0 R I Z. � N E l�A A T I A •20" x I 2" r-iT. FTG. W/ NO. 5 BAR CONT. : : .20" x I 2" r-iT. FTG. W/ NO. 5 BAR CONT. .2 0" x I 2" r-i T. F T G. W/ N O. 5 B A R C O N T. L U S S � O N W L L •2 0" x I 2" r-i T. F T G. W/ N O. 5 I O �O U N DAT I O N AT GA f�AG E TO l�O f�C N �O U:� DA�I O�I AT GA f�AG E TO l�O f�C N �O U N DAT I O N AT f�A I S E D G f�AD E �O U N DAT I O N AT STA I f� BAR CONT. . �� _ .. ;_::;; : T E f�M I N A T I O N �� 1�0 f�C N S C A L E: I " = I '-O" . :: S G a:k�E:. I - I O :: S C A L E: I " = I '-O" S C A L E: I " = I '-O" ...... „ _ ,_ „ JOB NO. PROJECT NO. ... ... LE: I - I :::::. �. �:::.. :... .....:::::: A20-095 TOWNHOME .. .............. .. . ............. ... ....... .. ..... I"TYPE 'X' GYP. BD. I"TYPE 'X' GYP. BD. �:::::.. � I"TYPE 'X' GYP. BD. I"TYPE 'X' GYP. BD. DRAWN BY: DRAWI NG NO: ........ 3/4" AIRSPACE 3/4" AIRSPACE .. :.. 3/4" AIRSPACE 3/4" AIRSPACE POIZCI-I ART 3 I/2" STU D WALL 3 I/2" STU D WALL �:::... :�:: :::::. 3 I/2" STU D WALL 3 I/2" STU D WALL � I"TYPE 'X' GYP. BD. I"TYPE 'X' GYP. BD. I/2" GYP. BD. I/2" GYP. BD. ::::::::::... :::::. ��::::::" 7/16" O.S.B. SIIEATIIING I/2" GYP. BD. EXTEND 5/8" TYPE 'X' GYP. BD. TO CNECKED BY: DWELLING SEPAfZATION WALL � II 3/4" AIRSPACE 3/4" AIRSPACE DWELLING SEPAfZATION WALL INSIDE FACE OF EXTERIOR SHEATHING U? I HR. fZATED BEARING WALL XXX 3 I/2 STUD WALL 3 I/2 STUD WALL � �� z •BASED UPON UL DESIGN NO. U309 DATE: � .... I 2 GYP. BD. BOTH SIDES . .................... ... . .... � ; ...... ........... .............. , . .::::::::::::. • I/2 GYP. BD. BOTH SIDES ........ �� . •HARDIE BOARD SIDING •2x4 STUDS 24" O.C. CONNECTED TO � � z � :::. •2x4 STUDS 24 O.C. CONNECTED TO I/2 GYP. BD. I/2 GYP. BD. 2-HR. RATED SEPAfZATION WALL W/ ` . �............ ..... ' EXTERIOR WALL � •�EK HOUSE WfZAP �� �� 02- I 6-202 I EXT�1�D :5/8" TYPE 'X' GYP BD. 2-HR. fZATED SEPAfZATION WALL W/ SEE DETAIL ' I O' � •7/I 6" O.S.B. SHEATHING ALUM. CLIPS 5'-O" O.C. BOTH SIDES ALUM. CLIPS 5-O O.C. BOTH SIDES W �� � � �...:. �: � ' � •5/8 TYPE X GYP. BD. EA. SI DE •R- I 3 INSULATION BOTH SIDES ' TO �I:f�S�.INTERIOR WAGI�:::: ...... DWELLI NG � • R- I 3 INSULATION BOTr-1 SIDES •2x4 STUDS I 6" O.C. . ..... . -::2 r-iR ���Af�ATION WALI, . .�... ' DWELLI NG � ; .R- I 5 KfZAFT FACED INSUL. AT EXTERIOR WALLS . , .......: �V�O LAY��,S:0 F I ".T.YP�:'x� �� P O IZC�1 •R- I 3 KfZAFT FACED INSUL. AT INTERIOR ,: ; Gl`P;;BD. IN �" '1�[' .��`�}D� ' EXTERIOR WALL SEPAfZATION WALLS �� " ` (UL.:D��IGN N�.,:L1336) C Cr-1ANNEL W/ SMOKE TIGr-iT JOINT ' SEE DETAIL ' I O' EXTERIOR WALL CONSTR. EXTERIOR WALL C CHANNEL W/ SMOKE TIGHT JOINT I I I/2"TOTAL WIDTII SEE SECTION ' I ' SHT. A6.5 ... .. . . . . : ... SEE DETAIL ' I O� . ....: :.. DWELLI NG +,�/ BOfZAL TRIM WfZAPPED COLUMNS SEE ; > _. - : ' C CHANNEL W/ SMOKE � �:�V ELLI N� � SECTION 3 Sr-iT. A6.3 I HR. fZATED BEARING WALL...:::� � „ � � � TIGHT JOINT cn �::... . � � 2 r-iR. SEPAfZATION WALL •BASED UPON UL DESIGN N�O: U309 C:�:�1�NNEL W/ SMOKE TIGHT JOINT WE LING SEPAfZATION WALL ; ' � ` � •I/2" GYP. BD. DWELLI NG SI DE � 5/8" ` TWO LAYERS OF I " TYPE 'X' GYP. BD. I N 2" 'H' 2 r-iR. SEPAfZATION WALL •HARDIE BOARD SIDING z .. �'''�XTERIOR WALL TYPE 'X' GYP. BD. GAfZAGE SIDE STUD (UL DESIGN NO. U336) TWO LAYERS OF I " TYPE 'X' .... �- ::... ... •TYVEK HOUSE WfZAP .::::. z ::.. , ,. SEE DETAIL ' I O' ' •7/1 6" O.S.B. Sr-1EATr-11NG : g ::::: ; ` •2x4 STUDS 24" O.C. CONNECTED TO `; DWELLI N G ` GYP. BD. IN 2" 'r-1' STUD 2-HR. fZATED SEPAfZATION WALL W/ ` _ ' <. (UL DESIGN NO. U336) •5/8" Tl'PE 'X' GYP. BD. EA. �ff�.�:.. � �::: ALUM. CLIPS 5'-O" o.c. eo-r� S�oEs . GAI�AGE DWELLING •2x4 STUDS I 6" O.C. �. ::: .R- I 3 INSULATION BOTr-1 SIDES II •R- I 5 KfZAFT FACED INSUL. AT FY.T�J�IOR WALLS 6x6 P.T. POST I/2" GYP. BD. 5/8"TYPE 'X' GYP. BD. .. :.::...�� BOX BM. ABV. ` .:' 2x4 STUDS @ I 6 O.C. W/ •R- I 3 KfZAFT FACED INSUL. AT IN�`�I�:[OI�:.........�..:::� ::: '` I/2" GYP. BD. CONNECTED TO 2 HR. fZATED INNER WALL W/ ALUM. SEPAfZATION WALLS ::::::: : ...:. 3 I/2" 3/4" A RSPA E /4'AIRSPACED WALL CLIPS 5'-O" O.C. (EACH SIDE) EXTEND 5/8" TYPE 'X' GYP. BD. TO INSIDEFACEOFEXTERIORSHEATHING �LUSN SEI�AfZATION WALL I°TYPE 'X' GYP. BD. I°TYPE 'X' GYP. BD. ONE NOUfZ fZATED WALL EXTENSION I 2 _ James Fahy Design . �� _ � �� TE I ATI 1� N I N f� f�ATED WALL EXT . S EI�Af�ATI O N WALL 2024 W. Nenrietta Rd. 5uite 3K I I SCALE. I - I -O UNITTO UNIT �M N N (� � I � SCALE: I " = I '_O" I � SCALE: I " = I '_O" FLUSH TERMINATION @ UNITS NOT FOR CONSTRUCTION f�ochester, New York 14623 SCALE: I " = I '_O" tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION ....... ..... . 7209. ..... .. � EXTENT OF HEADER WITH SINGLE PORTAL FfZAMES � _ (ONE BfZACED WALL PANEL) � � Copyright�2021 James Fahy, P.E., P.C. � = 2' - I 8' FINISHED WIDTH OF OPENING All rights reserved. � FASTEN SHEATHING TO HEADER WITH 8D ' ' COMMON OR GALVANIZED BOX NAILS IN 3" GRID FASTEN KING STUD TO REVISIONS: « , PATTERN AS Sr-10WN r-1EADER WITr-1 (6) I 6D � � SINKERS NO. DATE BY DESCRIPTION . . . " MIN. 3" x I I I/4" NET HEADER STEEL HEADER PROHIBITED � , , MIN. DOUBLE 2x4 POST (KING AND JACK STUD) . . .... .................. ... . . NUMBER OF JACK STUDS PER TABLES - .. • • • R IF I/2" SPACER IS USED, PLACE ON BACK-SIDE OF HEADER R ' ' ' f�602.7(I) � (2) � z .« c� .:. .. L •'Y Y• FASTEN TOP PLATE TO � �'Y: �:• ................. ...... •• • ............. ...... ....... .......... ...... Q r-1EADER WITr-1 TWO •• •• •• •• r-1EADER TO JACK-STUD STfZAP PER TABLE � R602. I 0.6.4 ON BOTr-1 SIDES OF OPENING ROWS OF I 6D SINKER J = TYPICAL PORTAL FfZAME CONSTRUCTION OPPOSITE SIDE OF Sr-1EATr-11NG NAILS AT 3" O.C. TYP. � � .. .. .. .. .... .............. SEE OPPOSITE SIDE FOR NOTES � � _ .. .......... 0 -- •- -• -- ... . � z „ „ „ „ IF NEEDED PANEL SPLICE EDGES SHALL OCCUR � � OVER AND BE NAILED TO COMMON BLOCKING �� .. ...... •• •• •• •• WITHIN THE MIDDLE 24" OF THE PORTAL-LEG ......... � � .. . .—. .. .. . .—. .. ........... .. .......... - - •—• • —• HEI H NE R F . . N ILIN I � .. ..... O O REQUIRED IN EACH PANEL EDGE. N O MIN. DOUBLE 2x4 FfZAMING COVERED WITH MIN. r �� �' ' 3/8" Tr-11CK WOOD STRUCTUfZAL PANEL M I N 3/8" WOO D SHEATHING WITH 8D COMMON OR GALVANIZED STRUCTUfZAL PANEL .; ;: •.; � �_4�� y� BOX NAILS AT 3" O.C. IN ALL FfZAMING (STUDS, Sr-1EATHING y ... ... .. BLOCKING AND SILLS) TYP. � � � .......... MIN. (2) 3500 LB. STfZAP-TYPE HOLD-DOWNS .. ,. . . ...... ...... ........... - - (EMBEDDED INTO CONC,AND NAILED INTO FfZAMING) ' -.: . . . , . , . . ; - . , a , a; , .. : ° • �, . .a . MIN. LENGTH OF PANEL PER TABLE R602. I 0.5 : .... ... MIN. (I ) 5/8" DIAMETER ANCHOR BOLTS � � � ... I NSTALLED PER SECTION R403. I .6 WITH � ............ .. ....... 2" x 2" x 3/I 6" PLATE WASr-1ER ...... ....... .. ..... .... :::..... FI�ONT ELEVATION SE�T. SECTION �� VI EW . .. ....... . . . .. 2020 RCNYS FIGURE R602. I0.6.2 � � ....... ....... METHOD PFH - PORTAL FfZAME WITH HOLD-DOWNS � � � N Af�f�OW WALL B fZAC I N G D ETAI L AT GAf�AG E � I4 . SCALE: I/2" = I '_O" HANDfZAIL PERIMETER I I/4" MIN. 4" MIN � 6 I/4" MAX. . 2" MAX. ..................�: :.... .... �\���. ......... \ � .. . \\ . .............. 2 ...................... EDGES O.O I " fZADIUS MIN. CIRCULAR NON- CIRCULAR N AN D f�AI L TYI�E ' I ' .. . SCALE: I/2" = I '=0" ..... ......... I I VI 2 3/4" � � m N nl V� PROJECT: GRASPABLE FINGER RECESS AREA BALLSTON AVENUE „ _ IS REQ. ON BOTH SIDES > 5/16 m,� 5-UNIT TOWNNOME EDGES O.O I " V I :....... fZADIUS MIN. SAfZATOGA Sf�PINGS, NY N AN D f�AI L TYI�E ' 2 ' SCALE: I/2" = I '_O" HANDfZAILS WITH A PERIMETERGREATERTHAN 6 I/4" (PERMITTED WITHIN DWELLING UNITS) . .... ... . .... ... .... CLI ENT: HANDfZAIL � 2020 RCNYS SECTION R3 I 2. I . I z GUARDS SHALL BE PROVIED FOR THOSE � PORTIONS OF OPEN-SIDED WALKING BALLSTON AV� � SURFACES, INCLUDING STAIRS, RAMPS AND � PA�TN��S, LLC ^ � LANDINGS, Tr-1AT ARE LOCATED MORE Tr-1AN 30 . � � � INCHES MEASURED VERTICALLYTO THE FLOOR `- - OR GfZADE BELOW AT ANY POINT WITr-11N 36 m � � INCHES HORIZONTALLYTO THE EDGE OF THE � OPEN SIDE. INSECT SCREENING SHALL NOT BE <6" SPHERE CONSIDERED AS A GUARD. � GUAI�DS � SCALE: I/4"= I '_O" TREADS PER PLAN � � — — — — — — — — — — ... ................. ..... II SLO�ED IP(ANEOABD BE CON�NUOUS FOR THE DRAWING TITLE: II II FULL LENGTH OF FLIGHT FROM A POINT DETAILS II II DIRECTLY ABOVE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF - - - - - - - - - - - - - - THEFLIGHT. h AN D I�AI LS 2020 RCNYS SECTION R3 I I -7-8 HANDfZAILS SHALL BE PROVIDED ON NOT LESS ��_ � �� THAN ONE SIDE OF EACH CONTINUOUS RUN OF Pr-1ASE: SCALE: I/4 — I -O TREADS OR FLIGHT WITH FOUR OR MORE CONSTRUCTION DOCUMENTS RISERS. GUAI�D � NANDI�AIL GUIDELINES I 5 JOB NO. PROJECT NO. .. :........ � A20-095 TOWNHOME ..... ....... DRAWN BY: DRAWING NO: ART ........ CNECKED BY: . XXX DATE: � 02- I 6-202 I James Fahy Design NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K Rochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com 8'_6�� 0 WINDOW SCHEDULE NOTES: wi 83o COPYRIGFIT NOTICE: • WINDOWS TO BE PELLA LIFESTYLE SERIES, STYLE PER CHART TFIESE PIANS ARE PROTECTED UNDER FEDERAL S.F. S.F. S.F. CLEAR CLEAR SYMBOL MODEL NO. R.O. R.O. TYPE fZEMAfZKS � FEATUfZES '' COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY GLASS/ VENT EGRESS/ OPENING OPENING REPRODUCTION, OR MODIFICATION OFTFIESE WIDTr-1 r-1EIGr-iT PERFORMANCE: vu�o i� W36 I 5 PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E VISIBLE LT. CLR. OPNG. WIDTH HEIGHT • DOUBLE HUNG WINDOWS TO BE LOW E W/ ARGON, 337 I -2 2'-9 3/4" 5'- I I 3/4" Dr-1 I 2.6 6.7 6.7 29 I 3/I 6" 32 I/4" �T U-VALUE .30 � Sr-iGC .27 B � 8 Q Q B� 8 � I EXPRESS WRITTEN CONSENT OF JAMES FAF1Y O • CASEMENT WINDOWS TO BE LOW E W/ ARGON, W30I 5 DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. 2-UNITS MULLED ALL INFO PER WDW. HOOD � � REF' J CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE U-VALUE .29 � Sr-iGC .27 - fZANGE <9 � O � O FOR CONSTRUCTION OF TFIESE PLANS. OB 337 I 2'-9 3/4" 5'- I I 3/4" Dr-1 I 2.6 6.7 6.7 29 I 3/I 6" 32 I/4" a � � - ' UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO LEGEND: � 2 � N � � TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK O 2935 2'-5 3/4" 2'- I I 3/4" FIXED 4.8 NA NA NA NA � _ _ � � � � STATE EDUCATION LAW, ARTICLE 145, SECTION I 830 W I 83 W2430 7209. ........... _ ..... SB36 - ..... DH DOUBLE HUNG � � DO 2959 2'-5 3/4" 4'- I I 3/4" Dr-1 8.8 4.7 4.7 25 I 3/I 6" 26 I/4" O -� .. .. :.�... :... B36 � - - - �DW�� � .. .... 0000 E O 2 9 5 3 2'-5 3/4" 4'-5 3/4" D r-1 7.8 4.2 4.2 2 5 I 3/I 6" 2 3 I/4" C S M T. C A S E M E N T W243 � � �� I 2x4 WALL = � I � � I � O � 337 I -2 2'-9 3/4" 5'- I I 3/4" DH I 2.6 6.7 6.7 29 I 3/I 6" 32 I/4" Oa WINDOW MEETS OR EXCEEDS THE EGRESS L___L_�J BELOW CNTR. � Copyright o2021 James Fahy, P.E., P.C. 0 O REQUIREMENTS PER 2020 BCNYS SECTION I 030 `�`� All rights reserved. .. ..... 2-UNITS MULLED ALL INFO PER WDW. FLUSH SNACK BAR GO 337 I -3 2'-9 3/4" 5'- I I 3/4" DH I 2.6 6.7 6.7 29 I 3/I 6" 32 I/4" 3-UNITS MULLED ALL INFO PER WDW. WINDOW MEETS REQUIREMENTS FOR HAZARDOUS g�_0�� B I 8 B I 8 DW SB36 B36 a LOCATIONS NEEDING SAFETY GLAZING PER 2020 O 254 I 2'- I 3/4" 3'_5 3/4" Dr-1 4.8 2.6 2.6 2 I I 3/I 6" I 7 I/4" BCNYS SECTION 2406 REVISIONS: lO 297 I 2'-5 3/4" 5'- I I 3/4" DH I 0.8 5.8 5.8 25 I 3/I 6" 32 I/4" WINDOW MEETS REQUIREMENTS FORWINDOWS KITCN EN I�LAN ELEVATION ELEVATION NO. DATE BY DESCRIPTION 2571 2'- I 3/4" 5'- I I 3/4" DH 9.0 4.9 4.9 21 13/I6" 32 I/4" a TRIPLE MULLED WDW. W/ 2571 S❑ NEEDING WINDOW FALL PROTECTION PER 2020 UNIT I 4 UNIT I 0 ........ ... :....... :... �........ ... 0 ........ ... :..... ........ ... � ...... .................... .... 4 1 71 3'-5 3/4" 5'- I I 3/4" DH 1 6.2 8.5 8.5 37 1 3/1 6" 32 I/4" a FLANKING 4 1 71 ALL INFO PER WDW. BCNYS SECTION I O I 5.8 SCALE: I/4" = I '_O" �(PE 'A' TYPE 'f��' SCALE: I/4" = I '_O" SCALE: I/4" = I '_O" .................. ....... ... .... ... ....... .... N E: .. ..... .. . . ...... . K 2959-2 -5 / 4'- I I 3/4" CSMT. 9.0 8.3 7.6 20" 54 7/8" E 2-UNITS MULLED ALL INFO PER WDW. •ALL DIMENSIONS ARE FINISHED DIMENSIONS � .... .... ........... LO 2323 I '- I I 3/4" I '- I I 3/4" FIXED 2.3 NA NA NA NA •UNIT I O 'AR' IS REVERSED ....... . ........ .. .. .. . ...... ... MO 3365 2'-9 3/4" 5'-5 3/4" Dr-1 I I .4 6. I 6.06 29 I 3/I 6" 29 I/4" E a . ............ .. NO 3365-2 2'-9 3/4" 5'-5 3/4" Dr-1 I I .4 6. I 6.06 29 13/1 6" 29 I/4" E 2-UNITS MULLED ALL INFO PER WDW. � � � . 8'-8 I/2" ..... ...... ...... ..... ..... OO 3559 2'-9 3/4" 4'- I I 3/4" Dr-1 I 0.2 5.4 5.43 29 I 3/I 6" 26 I/4" O . . ........ �.fO:x:�78 TUB ....... ... ... ... � FA � : : . . .. :. O � .... .......... .......... m � FA . ...... ....... X ........ ... ...... O ......... .... . .................... ... ......... .... _ -::. .............. _ ........... � N � � _ � .. _ FA N LIGHT � VENTILATION CALCULATIONS � NOTES: 3 � 5 �. :. UNIT HABITABLE ROOM REQ. ACTUAL REQ. ACTUAL SEE WINDOW SCHEDULE FOR EGRESS, SAFETY GLAZING AND WINDOW FALL PROTECTION 5/O 4 5/6 TYPE ROOM AREA LIGr-iT LIGr-iT VENT VENT � � .� 3 O .� � � � (S.F.) (S.F.) (S.F.) (S.F.) (S,F,) 2020 RCNYS SECTION R303 LIGIIT, VENTIIATION AND 11EATING LINEN O I � O � F O � O � � O � � ...... ............... A � AR GR/ DIN /KIT 402 32. I 6 68.8 I 6.08 3 I .5 R303. 1 11ABITABLE ROOMS. � �� � :�......:�..... e � 5/ 3/O 5/ - - 11ABITABLE ROOMS S11ALL 11AVE AN AGGREGATE GIAZI NG AREA OF NOT LESS TI1AN 8 PERCENT OF TI1E - ..,, ,,,.. _.,,. -. A � AR MBfZ I 58 I 2.64 25.2 6.32 1 3.4 FLOORAREA OF SUC11 ROOMS. NATURAL VENTILATION SIIALL BETIIROUGII WINDOWS, SKYLIGIITS, 3'-O I/2" A � AR BR-2 / BR-3 I 28 I 0.24 I 8 5. I 2 I 6.4 DOORS, LOUVERS OR OTIIER APPROVED OPENINGS TO TI1E OUTDOOR AIR. SUC11 OPENINGS SIIALL BE PROVIDED WITI1 READY ACCESS OR S11ALL OTIIERWISE BE READILY CONTROLIABLE BY TI1E BUILDING B GfZ/ DIN /KIT 506 40.48 63.35 20.24 33,5 OCCUPANTS. TI1E OPENABLE AREA TO TI1E OUTDOORS S11ALL NOT BE LESS TI1AN 4 PERCENT OF TI1E FLOORAREABEINGVENTIIATED. M . BATN I�LAN UNIT I4 UNIT I0 ELEVATION l�Df� I�LAN...:.�N,T , 4.. . ::u�.,T ,�o �� :: ::::::::::::..... ::::::�LEVATION BA�� � I�LAN ELEVATION B � D MBR 146 I I .68 22.8 5.84 I 2.2 �CEPTIONS: ...... I 4 ..... . ........... :...... UNIT I . TI1E GIAZED AREAS NEED NOT BE OPENABLE WIIERETIIE OPENING IS NOT REQUIRED BYSECTION SCALE: I/4" = I '_O" TYPE �A' TYPE �AR� SCALE: I/4" = I '_O" SCALE: I/4" = I '_O�� TYPE 'r��:: -{�(P:�: �AR' SGALE: I/4" = I '_O" � :�CALE:. I./4" = I '-O" TYPE �A' TYPE �AR� SCALE: I/4" = I '_O" B BfZ-2 I 37 I 0.96 22.8 5.84 I 2.2 R3 I 0 AND A WI10LE-110USE MECIIANICAL VENTIIATION SYSTEM IS INSTALLED IN ACCORDANCE � NOTE: NOTE: : NCQTE: WITI1 SECTION M 1 505 •ALL DIMENSIONS ARE FINISHED DIMENSIONS •ALL DIMENSIONS ARE FINISI�:ED�:t�a:MENSIONS � •ALL DIMENSIONS ARE FINISHED DIMENSIONS B � C � D BfZ-3 I 39 I I . I 2 25 5.56 I 0.8 2. TI1E GIAZED AREAS NEED NOT BE INSTALLED IN ROOMS WIIERE EXCEPTION I IS SATISFIED AND ARTIFICIAL LIGIIT IS PROVIDED TI1AT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 •UNIT I O 'AfZ' IS fZEVEfZSED •UNIT I O 'AfZ' IS fZEVEfZSED • UNIT I O 'AfZ' IS fZEVEfZSED .. ........ ... C GfZ/ DIN /KIT 532 42.56 63.35 2 I .28 33.5 FOOTCANDLES OVERTIIE AI�A OFTIIE ROOM AT A 11EIG11T OF 30 INCIIES ABOVETIIE FLOOR ...... . C MBR 172 13.76 22.8 6.88 12.2 LEVEL . . . ... C BR-2 152 12. 16 22.8 6.08 12.2 .......... . .... ..... .... ....... D GR/ DIN /KIT 5 13 4 I .04 59.4 20.52 3 I .7 � �� ........... . D BR-2 148 I 1 .84 22.8 5.92 12.2 . . . ........ ....... ........ ...... ....... 7'-O" .......... ..... W I 830 ....... ........... ...... ���� �....::. � DOOR SCHEDULE ..... ei8 � 0 ei8 - - ... . ... . , W30 I 5 .... ... . S.F. S.F. CLEAR CLEAR S.F. ....... DOOR LOCATION MODEL R.O. R.O. THICKNESS STYLE MATERIAL FINSIH FIRE HARDWARE REMARKS 182484 HOOD � � " GLASS/ VENT OPENING OPENING EGRESS/ � � � � NO. WIDTH HEIGHT fZATING PANTRY fZANGE � � 0 � .. 0:.0. . VISIBLE LT. WIDTH HEIGHT CLR. OPNG. � i I � �:: I _� 2 fZEF. � N o� � ::. �� �� �� �� �� s I m � ... :.. 00 I EXTERIOR 3/O x 8/O 38 3/8 98 I/2 I 3/4 9.8 23.2 35 I/8 95 I/4 23.2 A FIBERGL. PAINT NA SEE NOTES Tr-1ERMA TRU 583 I I OR AS SELECTED °� � � Q � � � ... � - .. ..��.'.'.'.'.':.'.'.'.'.'.'. ' O . W3.63'O.� � �'.'.'.' O .. ....... ... _ ....... ... ::.'.'.'.'.' .LL.'.'.'.'.' .. O ::..... .�.�... 1NI83Q::::: WI830 � - _, ::: ... .1iV�:�30 W2430 002 EXTERIOR 3/O x 8/O 38 3/8" 98 I/2" I 3/4" 7.2 23.2 35 I/8" 95 I/4" 23.2 B FIBERGL. PAINT NA SEE NOTES Tr-1ERMA TRU 58322 OR AS SELECTED SB33 � ,,,,,,,;,,,,, ...... .Q _, O � ............... - - - - - - - - - ... ...................... EXTERIOR 3/Ox 8/O 53 5/8" 98 I/2" I 3/4" 7.2 23.2 35 I/8" 95 I/4" 23.2 B FIBERGL. PAINT NA SEE NOTES Tr-1ERMA TRU 58322 W/ 58322 SL B33 � � DW � � �� � � � � 0000 002A W/ I 4" SL 2.6 OR AS SELECTED � � �� � � m m a�::::...:....�. . � � � � W2430 � ___�__� I Lo� � N ::::: :::....� � � � � � � � � ........ . _ 003 EXTERIOR 3/O x 8/O 38 3/8" 98 I/2" I 3/4" NA 23.2 35 I/8" 95 I/4" 23.2 C FIBERGL. PAINT NA SEE NOTES Tr-1ERMA TRU 58481 2 OR AS SELECTED - - - - - - �: °� m FLUSr-1 SNACK BAR 2x4 WALL B36 ..... :. EXTERIOR 3/Ox 8/O 53 5/8" 98 I/2" I 3/4" NA 23.2 35 I/8" 95 I/4" 23.2 C FIBERGL. PAINT NA SEE NOTES Tr-1ERMA TRU 58481 2 W/ 58481 25L �� 003A BELOW CNTR. ...:::: :::::::.. B I 8 B I 8 B36 DW SB33 B33 W/ I 4" SL NA OR AS SELECTED 7�_9�� ... ....... ..................... ... ........ .................... 004 EXTERIOR 3/O x 8/O 38 3/8" 98 I/2" I 3/4" 9.8 23.2 35 I/8" 95 I/4" 23.2 D FIBERGL. PAINT NA SEE NOTES Tr-1ERMA TRU 583 I 6 OR AS SELECTED p � EXTERIOR 3/Ox8/O 53 5/8" 98 I/2" I 3/4" 9.8 23.2 35 I/8" 95 I/4" 23.2 D FIBERGL. PAINT NA SEE NOTES Tr-1ERMATRU 583I6 W/ 583I65L KITC � �N I LAN ::UNIT I::3::::::.. UNIT I �:: :� :. UNIT I I ELEVATION ELEVATION ELEVATION 004A 3. I OR AS SELECTED � I SCALE: I/4" = I '-O�� ::::.: ::TYPE �B'��:: :: :..TYPE 'C' TYPE �D� SCALE: I/4" = I '-O" SCALE: I/4" = I '-O" SCALE: I/4" = I '-O" 005 EXTERIOR 3/O x 8/O 38 3/8" 98 I/2" I 3/4" 7.2 23.2 35 I/8" 95 I/4" 23.2 E FIBERGL. PAINT NA SEE NOTES Tr-1ERMA TRU 58326 OR AS SELECTED � ..... ......... . ..... . ..... 006 GAfZAGE 3/O x 6/8 38 3/8" 82 I/2" I 3/4" NA NA 35 I/8" 79 I/4" NA F STEEL PER MFR. `90 MIN. SEE NOTES THERMA TRU SE I 005HD OR AS SELECTED � � � � PROJECT: 007 EXTERIOR 9/O x 8/O G PER MFR. NA PER MFR. OVERHEAD GAfZAGE DOOR AS SELECTED BALLSTON AV�N U� 008 EXTERIOR I 6/O x 8/O H PER MFR. NA PER MFR. OVERHEAD GAfZAGE DOOR AS SELECTED �J-U N IT TOWN I-IOM� 009 INTERIOR 2/8 x 6/8 34" 82 I/2" I 3/8" F MDF PER MFR. NA P��vACY SARATOGA S�PINGS, NY O I O INTERIOR 2/8 x 6/8 34" 82 I/2" I 3/8" F MDF PER MFR. NA PASSAGE OI I INTERIOR 2/6 x 6/8 32" 82 I/2" I 3/8" F MDF PER MFR. NA PASSAGE ..... .... ....... . OI 2 INTERIOR 2/6 x 6/8 32" 82 I/2" I 3/8" F MDF PER MFR. NA PRIVACY � � 0 1 3 INTERIOR 2/6 x 6/8 32" 82 I/2" I 3/8" F MDF PER MFR. NA PRIVACY POCKET DOOR:::� . .. .. ....._._ LINEN 014 INTERIOR 2/8 x 6/8 34" 82 I/2" I 3/8" F MDF PER MFR. NA PASSAGE POCKET DOOf� � . ` FA N OI 5 INTERIOR 2/O x 6/8 26" 82 I/2" I 3/8" F MDF PER MFR. NA PASSAGE FAN 6/O N . .... ... OI 6 INTERIOR 2/4 x 6/8 30" 82 I/2" I 3/8" F MDF PER MFR. NA PASSAGE _ - - � - CLIENT: ::.. : N 017 INTERIOR I/6 x 6/8 20" 82 I/2" I 3/8" F MDF PER MFR. NA PASSAGE \ � 5 � BALLSTON AVE .. ........ O I 8 INTERIOR 2- I/6 x 6/8 40" 82 I/2" I 3/8" F MDF PER MFR. NA PASSAGE DOUBLE DOOR �� 3�� - � � ' `Y' � PA�TNE�S, LLC 019 INTERIOR 2-2/4 x 6/8 60" 82 I/2" I 3/8" F MDF PER MFR. NA PASSAGE DOUBLE DOOR 4 � � � O � � � e � � .�.... .. ; : � � 020 INTERIOR 2- I/8 x 6/8 44" 82 I/2" I 3/8" F MDF PER MFR. NA PASSAGE DOUBLE DOOR .:. ::: � 3�0 6/O . l�Df� I�LAN UNIT I 3 UNIT I 2 UNIT I I ELEVATION M . BATN I�LAN UNIT I 3 UNIT I 2 UNIT I I ELEVATION SCALE: I/4 - I O SCALE: I/4 - I O TYPE B TYPE C TYPE D SCALE: I/4 - I O NOTES: ........... . . SCALE: I/4�� = i �_o�� TYPE 'B' TYPE 'C' TYPE 'D' �� _ �_ �� �� _ �_ �� � � � � � � �� _ �_ �� • EXTERIOR DOORS BASED UPON THERMA-TRU • INTERIOR DOORS AS SELECTED NOTE: NOTE: • GLAZING IN ALL DOORS TO BE TEMPERED GLASS •ALL DIMENSIONS ARE FINISHED DIMENSIONS •ALL DIMENSIONS ARE FINISHED DIMENSIONS • ` MINIMUM 45 MINUTE FIRE RATING REQUIRED .... • UNITS I 2 'C' � I I 'D' ARE REVERSED DRAWING TITLE: HARDWARE: WINDOW � DOOR SCHEDULES • ALL HARDWARE FINAL SELECTION BY BUILDER ... .... LIGHT � VENT CALCULATIONS • UNLESS OTHERWISE NOTED ALL EXTERIOR DOORS AND DOORS FROM DWELLING KITCHEN � BATH DETAILS TO GARAGE TO r-1AVE A LOCK SET, DEAD BOLT, EXTERIOR Tr-iRESr-10LD, WEATr-1ER ................ STRIPPING AND A I 80° DOOR VIEW � • PROVIDE WALL OR FLOOR STOPS AS REQ. Pr-1ASE: CONSTRUCTION DOCUMENTS � o s II JOB NO. PROJECT NO. A20-095 TOWNHOME �:::. �.. :..... �. :... ........... .... � I I ...... ..... . .. . .. ........ ..... �....... .... ;. DRAWN BY: DRAWING NO: 2� ; ART m _ � 7 � CNECKED BY: � � N � XXX � � .. �? X � :� .. ....... : ... ...::....�... � O DATE: � � A B C D E � ::::::::::: F �::::. G H 02- I 6-202 I ..... FA N DOOR STYLE GUIDE z w .. z J O � 6 - - - � ........ � � � � � � � � � � 5/O - - � � 5/O � 3/O � 4/O � � � � BATN 2 I�LAN UNIT 13 UNIT I2 UNIT I I ELEVATION ELEVATION ELEVATION " _ ' " ' ' ' ' ' ' � SCALE: I/4" = I '_O" � SCALE: I/4" = I '_O" � SCALE: I/4" = I '_O" . SCALE: I/4 - I -O TYPE B TYPE C TYPE D James Fahy Design NOTE: •ALL DIMENSIONS ARE FINISHED DIMENSIONS NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K • UNITS I 2 'C' � I I 'D' ARE REVERSED f�ochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO — — � I r — — � r — — I TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK � STATE EDUCATION LAW, ARTICLE 145, SECTION 7209. � � � �: ::::.. I Copyright o2021 James Fahy, P.E., P.C. All rights reserved. I I REVISIONS: I NO. DATE BY DESCRIPTION ........ .... ........ .... ... I ..... ........ ... � . � ...... .. ....... ... � I :.... � I � .. .. .. .................. ........ ... I ............... ...... .... ........... ... I .............. I ... .. .... I ..... �.....:......::..... . �:::::.:. :......::.... � ......... ::�: .�. I I � I ...... . _ ......... ........... _ �.. .......... ........ . .......... _, _�. ....... ........ m m :::::::::::......:::•::••... I ::.. ......... .... . ........... .... ...... I ...... 3'-6" 7'-O" � 7'-O" 3'-6" ..... � � — � .. .�..... ... ..... ...... 2-JSTS. :: : :�: :::::: � 2-J��5. N I I N I I N ....... ....... . > � I I � > � � � � ::.... ....... � � � Q �? I � �? � Q � � � m , � Q � `� I I `� � � � � � � .... . . . O JO JO `� � I I N � � � :. N � ........ . � aU I I �' � � .. �..�....... .�o. � � ' ,.. � � ...... ..... .. ...... .... _ _ ....... ............. ...... ...... . ..... ... cr�....... U� cn cn 2-JSTS. 2-JSTS. � 2-JST�..... .............. .. .... .... ... _ ... _. . . N N E-O�� E�-O�� E�-O"...... N N � � � I I '�''''' � � � 2'-3�� 3�_9�� 3 II 3�-9" 2'-3" � 3'-9" 2'�:�:':. � � � � A6.5 .�....... :. ........ � �........ I .�.....: I ..... N I I N N .. .. � 5'- I O" _ _ ............... .... � . 5'- I O" . . ..... ...... .... 3-JSTS. � � � � 3-JSTS. ....... ....... . I . .. � � � ..... .... . ....... . . - - .......... - . .... ...... o � o I .:....... o ....::: . . .... _ I _ I _ . � I ..... ... � .... .... . . ...... I ....... ..... ... . I A6.4 2-JST . JSTS. 2- TS. � � � � � � � � � � � � � � � � � .... m m m — - - —� — — � - - — — - - — I > > .. . > � m � m � m �i Q �i Q �i Q .. .... .. . J . J . ..... . ........ ..... ........ J • ..... . ....... ... ..... ....... ..... . . ...... ........ ..................... ...... ......... .. � JO JO JO N = N = N = .. 9 I/2" LSL F.J. I 9 I/2" LSL F.J. � � � � :: �:: � � 9 I/2" LSL F.J. 9 I/2" LSL F.J. – – I 6" O.C. ABV. I 6" O.C. ABV. � � �::: :�:: � � I 6" O.C. ABV. I 6" O.C. ABV. � � � 8 . � I G A6.4 A6. I I � I .. � � � 5 � � A6.4 � I � � � � � " � A6.5 I I — � :� I i � ��:: . — — J I L PROJECT: A�3 I/2" x 2 I/2" x I/4" �I ....... . ......... ......:. �� �� �� ANGLE ON 3-2x I O A�3 I/2 x 2 I/2 x I/4 �: . . � :::: :. — A�3 I/2" x 2 I/2" x I/4" A�3 I/2" x 2 I/2" x I/4" B LLSTON VENUE ANGLE ON 3-2x I O � � ANGLE ON 3-2x I O ANGLE ON 3-2x I O � � A 3..:.:�:���� X 2: ;.���, X ��4�� � 2 5-UNIT TOWNNOME ❑....::....... A6.3 ANGLE ON �:�-�x�:[:0. F A6.3 A6. 1 SAfZATOGA Sf�PINGS, NY � .. UNIT I4 UNIT I3 � UN.I.T:::1�2 UNIT I I UNIT I0 TYPE 'A� A6.0 A6.0 TYPE 'B� A6.0 ��� �C' A6. I TYPE 'D' TYPE 'AR' CLI ENT: �� :� ::::.. ... BALLSTON AVE � PAf�TNEf�S, LLC c : ... .... : : A6.0 DRAWING TITLE: FIRST FLOOR FRAMING PLAN \ �I f�ST �LOO f� �f�AM I N G l�LAN . SCALE: I/4" = I '_O" Pr-1ASE: GENERAL NOTES: (UNLESS OTHERWISE NOTED) CONSTRUCTION DOCUMENTS • ANY UNSPECIFIED EXTERIOR WALLS TO BE 2x6 @ I 6" O.C. 2020 f�G:f��YS SECTION::{�302 FIRE:�I��515TANT CONSTRUCTION LEGEND: • ANY UNSPECIFIED INTERIOR WALLS TO BE 2x4 @ I 6" O.C. :�.. �:::: JOB NO. PROJECT NO. �. R302.7 UN D:E:F�-STAI R PROT.EC7J.J:N:::::: A2O-O9�J TOWN H OM E • ALL FLOOR TRUSSES /JOISTS TO BE I 6" O.C. • SI NGLE FLOOR MEMBER ENCLOSED SPA���UNDER Alf� NAT IS ACCESSED BY A DOOR OR ....... ...... • ALL CEILING JOISTS TO BE 24" O.C. :�:::ACCESS PANEL SHALL HAVE 1NALL5, UNDER-STAIR SURFACE AND ANY • DOUBLE FLOOR MEMBER DRAWN BY: DRAWING NO: SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH I/2" GYPSUM BOARD � ART • ALL HEADERS AND LINTELS ARE DROPPED BELOW FRAM.I.�1G:�:MEMBERS • JOISTS HANGERS FINAL DESIGN BYTRUSS MFR. r SUPPORTED UNLESS NOTED "FLUSH" R3�O2�. 1 3 FIRE PROTECTION OF FLOORS �::_:�=:� • FfZAMED WALL ABOVE Cr-1ECKED BY: .... XXX """""" �'''' FLOORASSEMBLIES SHALL BE PROVIDED WITH A I/2" GYPSUM WALL - • 2x6 EXTERIOR OR LOAD BEARING WALL BELOW • ALL UNSPECIFIED INTERIOR � EXTERIOR HEADEf�S:'f'b:B� 2-2x8 AY:2:x4... . BOARD MEMBfZANE, OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR 0 WALLS AND 3-2x8 AT 2x6 WALLS � FfZAMING MEMBER. PENETfZATIONS OR OPENINGS FOR DUCTS, VENTS, � • 2x4 EXTERIOR OR LOAD BEARING WALL BELOW DATE: � � �� SPEAKERS, DfZAINAGE, PIPING AN D SIMILAR OPENINGS OR PENETfZATIONS a • POST FOR ROOF LOAD ABV. SEE SHT. 53.0 02- I 6-202 I • ALL EXTERIOR HEADERS TO INCLUDE PL'Y�MC?OD FILLER A5:1�:QUIRED TO Sr-1ALL BE PERMITTED. FILL WALL CAVITY ...... EXCEPTIONS: (4) WOOD FLOOR ASSEMBLIES USING DIMENSION M�, • MICROLLAM OR LVL, 2.0 E MIN. � � """' LUMBER OR STRUCTUfZAL COMPOSITE LUMBER EQUAL TO OR GREATER .....: �..... • DOUBLE JACK STUDS AT A.k�L::C:C?AD.BEARIN�:�:LiNTELS OVER.�4::FEET LONG ....:::::::: THAN 2" x I O" NOMINAL DIMENSION, OR OTHER APPROVED FLOOR P�, • PAfZALLAM ... . . � ASSEMBLIES DEMONSTfZATION EQUIVALENT FIRE PERFORMANCE. • LOAD BEARING WALL ABOVE • PROVIDE SOLID BLOC1Cf:�� (3 STU�::P�ST M1�1;::GL:U��.A.4�p::�1AIL) AT ALL C__� .... .... ................... ... ..... ................ • 6x6 P.T. POST ( TO TOP OF r-1EADER) BEAJRI.NG POI NTS �::::Fk�DO:R::JO:I�T LOCA�1p�J5 MAY VARY SLI:�I�TLY WITF3::�I:NAL LAYOUT AND DESIGN BYTRUSS MA1�:UFACTURER. SHD:P DfZAWING� 5f10ULD BE X • CONSTRUCTION DETAIL. PROVIDED TO JAMES FAh11`:17ESIGN..�.�R REVIEW PRIOR TO FABRICATION ALL DETAILS SHOWN ON SHEETS A7 TO A7. I • PROVIDE RIM JOI�.T::AT ALL I'C�J��N; I�ECK AND BALCONY LOCATIONS THAT REQUIRE A LED:�ER BOARD FOR SUPPORT � • ALL FfZAMING AT Pfli�CH LOCATIONS TO BE PRESSURE TREATED •;;;ALL FASTENERS,A�D CONNECTORS (INCLUDING JOIST HANGERS, POST BF��:�S;..�J�1L:S;::SCREWS OR BOLTS) AT PORCr-1 LOCATIONS OR OTr-1ER AREAS �UB;JECTED TO WEATr-1ERING Sr-1ALL BE CORROSION RESISTANT. FASTENERS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED MEETING ASTM AI 53 STANDARDS AND CONNECTORS MEETING ASTM James Fahy Design A653 G 185 Sr-1EET STANDARDS. NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K Rochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE I 4 I 4 I 4 PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E A7. I A7. I EXPRESS WRITTEN CONSENT OF JAMES FAF1Y A7. I DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. I 4 A 4 � CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE A7. I o 0 2- I I I/4" LVL (20' L.) a a a a 2- I I I/4" LVL (20' L.) a a a a 2- I I I/4" LVL (20' L.) o o FOR CONSTRUCTION OF TFIESE PLANS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UNAUTFIORIZEDALTERATIONSORADDITIONSTO TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK A B 2-2x I 2 (I 2' L.) B A A B 2-2x I 2 (I 2' L.) �� �. ......q. STATE EDUCATION LAW, ARTICLE 145, SECTION � � � � � � � ...� 7209. � Copyright o2021 James Fahy, P.E., P.C. All rights reserved. 4 6x6 POST A6.3 BELOW BEAM 4 3-2x I O � � 3-2x I O 4 ........ - - - - - - - - - - - - - - � - - - - - - - - - - - - - - REVISIONS: - - - - - - - - - - - - - - - - - - - - - - - - - - - - NO. DATE BY DESCRIPTION 6x6 POST SEE ROOF 4 SEE ROOF SEE ROOF SEE ROOF 4 5��.fROQF:::::: ... BELOW BEAM �� ...... ............. .�... FfZAMING PLAN FfZAMING PLAN FfZAMING PLAN FfZAMING PLAN ::::::�::::::.. FE:AMIN:G:PLX�N ::: .................. :... ............. SEE ROOF SEE ROOF �� FfZAMING PLAN FLR. ABV. W/ R-30 INSUL., FfZAMING PLAN EXT. Sr-1EATr-11NG, I/2" DOW BD. � � A�3-2x I O �A 3-2x8 � COMPOSITE OR VINYL SOFFIT COVER �A 3-2x8 A 3-2x I 0:::::... .. .. ........ .... FLR. ABV. W/ R-30 INSUL., ......... ... ;,: - . ;; ..�._: - EXT. Sr-1EATr-11NG, I/2" — — - — . 6x6 POST DOW BD. � COMPOSITE ' BELOW BEAM .............. ... ... OR VINYL SOFFIT COVER �� � ..... D ...... ...... ...... ;; ....:: ........ ... - 3- I I 7/8" LVL FLUSN 4 7 4 � 3- I I 7/8" LVL FLUSH 3- I I 7/8" LVL FLUSH '' � 3-2x I O 4 3-2x I O 4 . ...... ........ ..:: � �.:::::..... �o =� _ _ _ � �_ = _ _ = I I ; I > I � : ..:::. :....... ::.. - m � - m - I o I Q � o � Q I o � D C ;:; D _� _� _� D ;:; C D �� � � � C_j � C_j � � ��: 3- I I 7 8 LVL FLUSH I � � �- I I 7 8 LVL FLUSH :......:. ::.. ; ...................:... ; .......:.. � I I o I I o I I .............. / .. � I I � � � � I :... ... � I - - - ;; ;; ; � � � �... � — — — � — � — � — ; � o � � ;> � ::. . / i , � \ _ r�+� > �A 3-2x I O o� � � � I � `; -A 3-2x I O : � � A 3-2x I O : .. r+ �:. � N I - C� - " C� � I X � ... . .. �/ N � � � . ......... _ -. :...... ; ;: °: � � � � -: - � � � .. ,::-. �o :::.. .�:::::::..... D ;;: : :..A: ;;: ;;;; ;;:; ;;;: ;;; ;:;;;; ;: ;;; -: ; ; ;;> A ;;: � ;: m J `0 J m ;;: � ;;;;; .�. , J I ....... .......... .. � � : :. > X : X .::.''..' . . D . ....... ........... ` I 5'-6" 3'-2 I/2' ; 7'-3 I/2" ; A � J N = A ;;.; > N � � A :: :::. ::.:.:.:.:.:.::.:.:.:.:�'=3 I/2�� �_2 I/2".. .... � 5'-6�� < r I � � � ; CANTLR. F.J. � I \ :.. _ _ I _ _ � � � _ � 3 ct� ': — _ ' t�:: :... _ � ; �::: . �......:.. �. — ........ � I � m 3 ; I 2-9 I/4" LVL _ _ 3 3 2-9 I/4" LVL I ; 3 �:. ..::.:: I: � m J � � � � � � � � - - - - - _ - - - � � � = � � � = .. ' '.J m A � 2-9 I/4" LVL ' �: — — — .. ..:....::::.:... — .. � A �......... ❑ ;: ;;;; ❑ _ ....... . ........ ....... .. ......... � ` � � ; :... � � .......... � .... ;: ... � :; ..... �.. I ,: _ _ I m 9 m " I I I c� � � � `� 6 `� . � � � A6.2 N A�2-2x I O � A 2-2x I O A6.5 .. A�2-2x I O ::�::::::. N , - _ . � - �� �� _ _ N �� �: :�::.. .� ..... 2- I I 7/8 ; 2- I I 7/8 2-9 I/4 LVL ,. : ,- 2-9 I/4 LVL ;. � 2��9' I/4" LVL -:: _: .::- . �� _ .::.- — -. � ..... � ....... ;: - ,, �. ...... .... , _ ::..... . — O :.......: :::::... D D: . .. — ... :: ; � � � A 3: 2x I O D D A 3-2x I O A 3-2x I O � -' N N ' N '" '.'.'.'.' .... ... ...... .... � � � � . �.. . ........ . . .... ...... . ` I 4' I/ " — — ........ .. ... . . —....... �... .: ..... .... .... I I 7 8" TJI 2 I O F.J. D D 3'-3" � � � .... j.... .::::::::::�. D D I I 7 8" TJI 2 I O F.J. ' 3'-3" ' 3.=�' � @ I . . BV. �° �° �° @ I . . BV. °X � � ... m I I I I 7/8" 2- I I 7/ " z=:1::{...7/.."..:::::... I m ..... ... ........ .. ... ... ..... A — — — — — — — — — — � . L FLUSH LVL FLU H � � ...... .......... . ::::::::: ' LVL:�L1�. :H: . �. ..... .. _ . . .... . � > � �i � I � O Q O �:b. I � � � m I N U � . . L N :.� Z N .. � m ... _ � � _ (f� - �':'.. _ (f� o � A6.4 � � � � � � J � �: . � � � � � ' a . . � �0 � ° m ° m � � � °� m � � � � ; I � - J N Q N Q J J � - . �...:.. J J . � � N .... � ... �.� I . . . �.... . . I (,�� > > J .. > J ... : - �J J � C� � C� J _ - ...'.'.'.'.':."..' � C�,�.':.'...' J - � I _ . . _ .. ........ .'.'.'.'.':.. � ; 3- I I 7/8" LVL FLUSH � i � c� � 0 � � N � � ::::: ..... � � :: N � �: .. I 3- I I 7/8" LVL FLUSH ; � � I � — — " � - O l\ l\ O - . � O - .. i x N :............ .....:......:: c� I I C D I = - .. ........... ........ _ :: � D C I I m D — — — � ............... A ....... A � � � 8 � � A6.4 ..... .... ....... .. ;; ........ :. ..... . � � � ::: ....... :. � - - ;:_ `0 I � 2- I I 7/8" LVL FLUSH � � 2- I I 7/8" LVL FLU.�I�::::' : ::D.. .. :�� � 2- I I 7/8" LVL FWSH � � `0 _� _� > — �� — s; '.; — ��— — ;; — — ; .... ;. .:..: ..-.;;, .. _ : ..�:�— _ ;; ' ;: ' SEE ROOF — .: - � � — SEE ROOF G � A 3-2x I O A f3-2x I O > A 3-2x O A 3-2x O � ; � a � �xio A6. I FfZAMING PLAN I ❑ ❑ N L'�J3--2xIO IO N ❑ ❑ I FfZAMING PLAN � � °X � � 5 � � � N � � A6.5 � I I � � � � m I I A6.4 � 3- I I 7/8" LVL FLUSN I �� � \ I I D � D I I m .... ::.. :.... � ....... A A 3-9 I/4 LVL � ::::::::: — — — — — R R � A❑ 3 9 I/4" LVL ❑ :. — — - - - - — - - — — — — — — — — — — — — ..:.... , — — — — — — — — — — — — — — — ;;:: -::: : - - - - - - .: ... ;;: ;;:; ;; ;; ;: .�. — — _ _ _ _ _ ` - - -��- - - - - -��- - - ;;; ;;;; _ _ _ _ _ _ _ ... :: ... _ _ _ _ _ —�Z — Z� _ _ _ _ _ _ - - -��— — - -��- - - � - - 2- I I I/4" LVL FLUSH FOR I — � — PROJECT: „ ;; A� 3-2x8 A� 3-2x8 A 3-2x I O - - - 5 2-2x I O 6 3 , : : � _ X A 3-2x I O 2x6 C.J. 3-2x I O A 3-2x I O �A 3-2x I O A� 3-2x I O 3 2 IO _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _2x8C.J_24 O.C. _ _ _ _ _ _ EYEBROWROOFSUPPORT _ _ _ � 41I � � II� - - ::.. ... - - - - - - - - - - - - — 24�� o.c. 4 4 41I � � II� � BALLSTON AVENUE I I A 3=2:x I O 4 4 I ............. ��III I SEE ROOF I II�� L...::..... — — —......— — — �........ _.._ — — — — — — — J ��III I SEE ROOF I II�� X � FfZAMING PLAN � X 2 � F 2 X � FfZAMING PLAN � N 5-UNIT TOWNNOME N41 II�N � � NIIII II� SAfZATOGA Sf�PINGS NY N�II � II�N Lf�i:�::b�.EYEBROW ROOF A6. I A6.3 N�III � � II�N I I I I � ...... .. — — — — — — — — — — — — — — .. — — — — — — — — — — — — — — I ...... 3-2x10 = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = 3-2x10 ....... . 4 4 UNIT 13 � 4 4 UNIT:::I::�. :... UNIT I I UNIT I0 3 TYP E 'B' . TYP E ':�'�:. TYP E 'D' TYP E 'AR' A6.3 UNIT 14 CLI ENT: TYPE 'A' A B C : D::. E . ::.. ..... ::....... A6. 1 BALLSTON AVE A6.0 A6.0 A6.0 �:.................�:.. . .::: A6.0: . � PAf�TNEf�S, LLC \� . .............. ....... SECON D �LOOf� �f�AM I NG I�LAN .. SCALE: I/4" = I '-O" . . .. ...... ........ .................. DRAWING TITLE: ... .... ......... ..... ENER L N TE : (UNLESS OTHERWISE NOTED) SECOND FLOOR FRAMING PLAN .. ........ ... ... ... .... • ANY UNSPECIFIED EXTERIOR WALLS TO BE 2x6 @ I 6" O.C. 2020 RCNYS SECTION :+��02 FIRE=R�515TANT COf�STf�UCTION LEGEND: ......... ........ .................... ........ • ANY UNSPECIFIED INTERIOR WALLS TO BE 2x4 @ I 6" O.C. �� � f��02.7 UNDEf�-5T�t1R PROTE��I:QN • ALL FLOOR TRUSSES / JOISTS TO BE I 6" O.C. • SINGLE FLOOR MEMBER � :��1�.LOSED SPA�� UNDER STA1�5:THAT IS'��CESSED BY A DOOR OR ..... • ALL CEILING JOISTS TO BE 24" O.C. A�CESS PANEL:ShALL HAVE WALL�;:.UNDER-�I��IR SURFACE AND ANY • DOUBLE FLOOR MEMBER Pr-1ASE: SOFFITS PROT��T�D ON THE ENC����D SIDE WITH I/2" GYPSUM BOARD � • JOISTS HANGERS FINAL DESIGN BYTRUSS MFR. CONSTRUCTION DOCUMENTS • ALL HEADERS AND LINTELS ARE DROPPED BELOW FfZAMING MEMBERS � .. SUPPORTED UNLESS NOTED "FLUSH" �1��.02: a;3�;FIRE Pf�C,?��CTION OF..�.LC�Oi�S:�::. ::::::::�'T::: • FfZAMED WALL ABOVE �.-�-.� �:::::Ff�00R A�:��MBLIES::��h1A:LL.B:�::Pf�OVIDED:WITH A I/2" GYPSUM WALL • ALL UNSPECIFIED INTERIOR � EXTERIOR HEADERS TO BE 2-2x8 AT 2x4 BOARD fv1�M�:RANE, OiZ �QUI�ALENT Q:4��:THE UNDERSIDE OF THE FLOOR O • 2x6 EXTERIOR OR LOAD BEARING WALL BELOW WALLS AND 3-2x8 AT 2x6 WALLS �:::. FfZAMING MEIV]B:�.R. PENETfZATIONS OfZ:Q:PENINGS FOR DUCTS, VENTS, � • 2x4 EXTERIOR OR LOAD BEARING WALL BELOW JOB NO. PROJECT NO. �SPEAKERS, Df�k:f:�IAGE, PIPIN�:.AN..Q:�{MILAR OPENINGS OR PENETfZATIONS A20-095 TOWNHOME • ALL EXTERIOR HEADERS TO INCLUDE PLYWOOD FILLER AS REQUIRED TO:::::: a • POST FOR ROOF LOAD ABV. SEE SHT. 53.0 .. .............. ...... H LL BE PER �.. ...D. ............ ..... FILL WALL CAVITY EXCEPTION�S: (4) WOOD �LOOR ASSEMBLIES USING DIMENSION M�, • MICROLLAM OR LVL, 2.0 E MIN. DRAWN BY: DRAWING NO: � LU:f�ia:BER OR STRUCTUfZAL COMPOSITE LUMBER EQUAL TO OR GREATER • PAfZALLAM ART • DOUBLE JACK STUDS AT ALL LOAD BEARING LINTELS OVER:4�:FEET LONG ::::�::. THA:�1:2" x I O" NOMINAL DIMENSION, OR OTHER APPROVED FLOOR PL. • PROVIDE SOLID BLOCKING (3 STUD POST MIN. GLUE AND NA�L:Z:�T:ALL ASS�I�IBLIES DEMONSTfZATION EQUIVALENT FIRE PERFORMANCE. �__� • LOAD BEARING WALL ABOVE Cr-1ECKED BY: BEARING POINTS � • 6x6 P.T. POST ( TO TOP OF r-1EADER) XXX • FLOOR JOIST LOCATIONS MAY VARY SLIGHTLI��UVITH �INAL�L/�YOUT AND�� �� DATE: � � �� WINDOW, DOOR � POST SUPPORTS GLUED � NAILED (U.O.N.) 02- I 6-202 I DESIGN BYTRUSS MANUFACTURER. Sh10P:�Df�AWINGS SHO:U�D.BE PROVIDED TO JAMES FAHY DESIGN FOR R�1L[EW PRIOR TO F'ABRICATION �❑ • I -KING � 2-JACK STUDS • PROVIDE RIM JOIST AT ALL.PORG:11;:.DECK AND::BALCONY LOC�A�IONS B� • 3-JACK STUDS THAT REQUIRE A LEDGEfZ::B�ARD FOI�::SL:lPPOf�`i`:::::::.:.......::::::: .. . . . C� • 5 I/4" X 5 I/4" PAfZALLAM POST • ALL F.f�AMING AT PORC:t�:�k�OCATIONS T��:g:�. PRE55lJ:f��:TREATED �..::AL:L::�AST�I��RS AND C�P�NECTORS (INCLU:DING JOIS�:FIANGERS, POST �❑ • 3-STUD POST .......... . ... ......... .... ... ... ::: BASES, NAILS, SCREW�::Q:F� BOLTS) AT PQ:��r-1 LOCATI(O:N�::OR OTr-1ER � 'SIMPSON (OR EQUAL) POST CAP � HANGER CONNECTIONS AREAS SUBJECTED TO VVEA�`M:ERING SH�LL�BE CORROSION RESISTANT. FASTENERS SHALL B�:STAINC��S:�`FE�L OR HOT DIPPED GALVANIZED OI • HUC2 I O-2 (HNGR. @ 2-2x I O) � MEETING ASTM A I 53::�TANDARDS AND CONNECTORS MEETING ASTM O2 • ECCU46 (POST CAP @ 2-LVL) ::..A653 G I 85 Sr-1EET:�TF.iNDAfZDS. O3 • r-1UCQ4 I O-SDS (r-iNGfZ. @ 2-LVL) O4 • r-1UC2 I O-3 (r-iNGR. @ 3-2x I O) O5 • MGU5.50-SDS (HNGR @ 3- I I 7/8" LVL, CONCEALED FLANGE LEFT) O • MGU5.50-SDS (HNGR @ 3- I I 7/8" LVL, CONCEALED FLANGE RIGHT) James Fahy Design NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K 7 • ECCQ4.62-5.55D5 POST CAP (3-2x I O O/ 6x6 POST) f�ochester, New York I 4623 tel: 585-272-I 650 Client Review Set e-mail: info@�amesfahy.com website: www.�amesfahy.com COPYRIGFIT NOTICE: TFIESE PIANS ARE PROTECTED UNDER FEDERAL COPYRIGFIT IAWS BY JAMES FAF1Y DESIGN. ANY REPRODUCTION, OR MODIFICATION OF TFIESE PLANS, IN WF10LE OR IN PART, WITFIOUT TF1E EXPRESS WRITTEN CONSENT OF JAMES FAF1Y DESIGN IS A VIOLATION OF COPYRIGFIT LAWS. CLIENT RIGFITS ARE LIMITED TO ONE-TIME USE FOR CONSTRUCTION OF TFIESE PLANS. UNAUTFIORIZED ALTERATIONS OR ADDITIONS TO TF11S DRAWING IS A VIOLATION OF TF1E NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION ..... 7209. ..... ....... 22'-4" 5'-O" 5'-O" 22'-4" Copyright o2021 James Fahy, P.E., P.C. - - - - - - - - .... All rights reserved. - - - - -I- - .. ...::................ - -I- - - - - - T- 13 - - - - - - - - - T- 14 - - - - - - - - - - - -I T- 14 - - - - - - - - - - T- 13 �::::::. :�:::::.. � N � I � ..... ...... - - - T-2 - - - - - I T- I3 0 � o � - T- I3 .. - �,- �- - - T-2 �:::�:�:. REVISIONS: T- I 4 STEP w � � w I 4 EP � � � � I � I NO. DATE BY DESCRIPTION 9/ I 2 T-2 9 / I 2 4 g T- I 3 T- I 4 STEP � � � � � � - I 4 STEP T- I 3 � ...:::: .. :::�::: SEE ALSO i� 9 / I 2 � � � � � � � 9 / I 2 9 / I 2 SEE ALSO ::�:1..1 2 T:=�:: � 9 /:::1:2 PITCH PITCH A6.3 PITCN PITCH PITCH PITCH SECOND FLR. (':II�C.h1 � P:4�GH SECOND FLR. � � ........... ...... ..... .. FfZAMING PLAN ..::::: . . FfZAMING PLAN B B � T-2 � T- I 3 T- I 3 STEP GIRDER I T- I 3 � :::::: :::::::::... ::::. T._�::::.:�::::::::�:... 2x6 I � � �;;;;�x�:::::::::: : . .. .. 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AT � � I O/ I 2 I O/ I 2 � � PITCr-1 PITCr-1 � � I O/I 2 PITCr-1 BAY ROOF BELOW I I � SEE ALSO SECON.D:�t00R FfZAf�ia:I.NG : � � PITCH PITCH I I BUILD DORMER WALLS FOR SUPPC?:f�T :: BUILD DORMER WALLS ............ T-4 O/ SOLID BLKG. A6.3 : :::: :.:. :: : :::... � �� � �� F � �� � �� �/ SOLID BLKG. T-4 4 O 4=0 � 4-O 4-O A6.0 2 4-O 4-O BETWEEN - - - - - - - - - - - - - - BETWEEN :: :::: A6.3 TRUSS Cr-10RD5 - - - - - - - - - - - - - - I : : . O O O O O O CLIENT: TRUSS Cr-10RD5 4�_0�� 4�_0�� ..... -r-4 O O :�:..... .........:::::: . :�::::.:.. T-4 3-2x I O BALLSTON AVE SEE ALSO SEE ALSO PA�TNE�S, LLC 3 SECOND FLR. SECOND FLR. FfZAMING PLAN UNIT I 3 UNIT I 2 UNIT I I UNIT I O FfZAMING PLAN A6.3 TYPE 'B' TYPE 'C' TYPE 'D' TYPE 'AR' UNIT I 4 A B .:::C ... ::. . D E F -�(PE 'A, A6.0 A6.0 ��k6::0 � A6.0 A6. I A6. I � DRAWING TITLE: �OO � ��AM I N G I LAN ROOF FRAMING PLAN SCALE: I/4" = I '_O" GENERAL NOTES: (UNLESS OTHERWISE NOTED) • ALL SOFFITS TO BE I '_O" Pr-1ASE: • ALL TRUSSES / fZAFTER SPACING TO BE 24" o.c. LE:�:END: CONSTRUCTION DOCUMENTS APPLIED VALLEY FfZAMING • TRUSS TYPE AND LOCATIONS ARE SUGGESTED. FINAL TRUSS LAYOUT AND • �x5 EXT�Rf�R OR ROOF LOAD BEARING WALL BELOW • USE 2 x I 2 FLAT O/ ROOF Sr-1EATr-11NG FOR 2 x I O fZAFTERS. 0.. DESIGN BYTRUSS MFR. TRUSS DESIGN AND FABRICATION SHALL BE IN +� �2x4 EXTEf�IOR OR ROOF LOAD BEARING WALL BELOW • USE 2 x I O FLAT O/ ROOF SHEATHING FOR 2 x 8 fZAFTERS. ..... ...... . JOB NO. PROJECT NO. ACCORDANCE WITH THE PROVISIONS OF THE 2020 RCNYS R802. I O R.�ID � �...WALL,S::B�LOW . USE 2 x 8 FLAT o/ ROOF Sr-1EATr-11NG FOR 2 x 6 fZAFTERS. A2O-O95 TOWNHOME .. .. ACCEPTED ENGINEERING PfZACTICE. � �:::2::LP�YERS OF 5/8" TYPE 'X' GYP. BD. @ UNDERSIDE OF SOFFIT. DRAWN BY: DRAWING NO: • PROFESSIONALLY SEALED TRUSS SHOP DfZAWINGS INCLUDING DESIGN � • 6x6 P.T. POST (TO TOP OF HDR.) WINDOW, DOOR � POST SUPPORTS GLUED � NAILED (U.O.N.) ART DfZAWINGS PER 2020 RCNYS R802. I O. I , DESIGN PER 202O:F�C.NYS OA • FIRE RATED DECKING 4'-O" EACH SIDE OF 2 HR. SEPAfZATION WALL A� • I -KING � 2-JACK STUDS R802. I 0.2 AND BfZACING SPECIFICATIONS PER 2020 RCNYS K80�:.1.0.3 :�::::. PER 2020 RCNYS R302.2.2 Cr-1ECKED BY: a • 3-JACK STUDS XXX SHALL BE SUBMITTED TO ARCHITECT FOR REVIE�:.P:RI:O:F�:TO FABRICa�IDN.:.. :::::. O • 2 LAYERS OF 5/8" TYPE 'X' GYP. BD. BLOCKING IN SOFFIT , ........... .............. a • 5 I 4 X 5 I/4 PAfZALLAM POST DATE: � • ALL TRUSS HANGERS SHALL BE SIZED AND �:I��CIFIED BY:71�1J.55 MFR. A.V. • APPLIED VALLEY . .... 02- I 6-202 I • ALL HEADERS AND LINTELS ARE DROPP�D::BEL:OW FfZAMING Nl�fylBERS - • 2 HOUR SEPAfZATION WALL BELOW D� • 3-STUD POST SUPPORTED UNLESS NOTED "FLUSH" X • CONSTRUCTION DETAIL ALL DETAILS SHTS. A7.0 TO A7. I • ALL UNSPECIFIED INTERIO.f�:h1�A:DEF��::TO BE 2=�8 AT 2x4 WX�LL� AND 3-2x�::::::: .......................... ........ .... AT 2x6 WALLS ::. ::. .. :...... .... :::.:�: i��i • ATTIC ACCESS SEE Sr-iT. A5.0 FOR CRITERIA • ALL.F.��. TEf�}OR HEADE�;�:�"O INCLUDE PLl'Uf�?OD FILL�f�:AS REQUIRED TO FILL x :�::::VYALL CAVI� �/ �� �: DOUBLE JACK STUDS A�:A��.LOAD BEARI:I�G LINTELS OV�R:��FEET LONG ........ ....... ... ..... .... . .. .. :::::• PROVIDE SOLID BLOCKING:(3::STUD:PQ�T MIN. GLUE AND NAIL) AT ALL ......... ........ .... ...... ..... BEARI NG POI NTS � �: ::� POST ALL HIP, RIDG�;::AND VALLEY TERMINATIONS TO SOLID BEARING BELOW •:::SEE ROOF LAYOUT ON:�HEET A-X.X FOR INFORMATION PERTAINING TO ICE � ....... ....... ..... �AT�R Sr-11ELD, D.RA�TSTOPPING, ATTIC ACCESS AND VENTING .. ......... ............. • A�L Fi�MfP�� �7 �ORCr-1 LOCATIONS TO BE PRESSURE TREATED . . . .. • ALL FASTENERS AND CONNECTORS (INCLUDING JOIST HANGERS, POST BASES, NAILS, SCREWS OR BOLTS) AT PORCr-1 LOCATIONS OR OTr-1ER AREAS James Fahy Design SUBJECTED TO WEATHERING SHALL BE CORROSION RESISTANT. FASTENERS NOT FOR CONSTRUCTION 2024 W. Nenrietta Rd. 5uite 3K SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED MEETING ASTM f�ochester, New York I 4623 A153 STANDARDS AND CONNECTORS MEETING ASTM A653 G185 SHEET Client Review Set tel: 585-272-1650 STANDARDS. e-mail: info@�amesfahy.com website: www.�amesfahy.com