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Home My WebLink About20151102_1_001_165.84-1-22_39_MURPHY_PLANS �'��'0 �(�,� �LL.�L�' (,�.�'i a�-�--- SFp �� L� �f�,�. �o,s y�j6 ,�- , � A� �O �O 1 � 9,Q �� T y0 � ELBOW & THRUST BLOCK ELBOW & CLEANOUT UTILITY (SEE DETAIL SA-3 pg.S-2) POLE OVERH�AQ.IiTI ITY IN 5.... - CAP END OF PIPE EXTENSION 1" TYPE X COPPER WATER LINE S O U TH 314.8 SPOT. ELEV. RIGHT OF WAY = 16 FT. ��-`' r��G '�- �� SS S�S WIDTH OF PAVEMENT = 11t FT. NEW 8-in. PVC � 2 - 10% SLOPE A L L E Y (WATER TIGHT JOWTS REQUIRED) NEW e" �LSO KNOWN AS MURPHY LANE) N � CURB STOP / W.SO. � APPR CONSTRUCTION M OFF PAVEMENT (SEE DETAIL) ENTRANCE S65'35'3 "E F H MOUNT IF IN PAVEMENT 50.00' 12" ROOF �F SF SF � � OVERHANG R OF OVER NEW 150 FT. TO iHE EASIERLY LINE 6�0 x 3�0 STOOP � �' OF CLARK STREET NEW ST AT 6.O�t T � 100 FT. TO hiE WESTERIY LINE RNER � � 1O OF STRATfON STREET �__�_ _ 111- �--------- i i 2�.4� � ^ p I I 1" TYPE K COPPER I O O I HOUSE WATER Q O I CONNECTION I � � � I � � 6-0 SUPPLY/WASTE � � � � SEPARATION ELEC.METER I � I (5-0 MIN REQ) � 1L7 �'��C�' rn I I � � � � � I CLEAN I EXISTING 1st FLOOR OF BARN �w �h REMOVED FOR PARKING M � I I I OUT 2nd FLOOR & ROOF REMAIN N I� � I #3 9 M U R P H Y LA N E �� N DANIEL�MNA D�LOREOTTA A.M Rl z GATE 10.0' R E N O V A T E D 2 S T O R Y B A R N � I � � � DEED NO.2007017184 � � 6-in PVC WASTE SEWER LATERAL � N a � I m1/4"/FT SLOPE I w I 4-in PVC BUILDING DRAIN I z � 5.9't I 36.2' I PICKET o u�`i FENCE J _____________�__�__�_� o ' S.9't � � LANDS OF �Ol��J i SOU7H ALLEY,LLC W ST CKADE 3 (MAP REF. N0. 7) FE CE DEED NO.2015011306 ,� � � GAROEN M M ;.� � � AREA=2,500±SQ.FT. N BED N N ^ � 'v� T,9.Y�lfAP Pi!/'CEL NO. `� N Z �f).>8��-22 4' fn F-�F SF�F-SF�F-6 I A.c. N65'35'30"W 50.00' UNIT ADDITIONAL NOTES: 1) 8" SANITARY SEWER LINE REQUIRED & MUST BE PRESSSURE TESTED. TEST MUST BE COMPLETED & RESULTS SUBMITTED TO CITY ENGINEER PRIOR TO WATER LINE BEING PLACED IN SERVICE. 2) 1'� WATER LINE ACCEPTABLE TO CITY WITH VALVES AT BOTH ENDS. 3) A SEPARATION OF 36-in MIN. HORIZONTAL SEPARATION MUST BE MAINTAINED BETWEEN WATER & SEWER LINES. 5 - 10- ft PREFERRED) 4) THE CITY OF SARATOGA SPRINGS WILL INSPECT THE UTILITY INSTALLATION. 5) THE CITY OF SARATOGA SPRINGS WILL MAINTAIN THE WATER & SEWER UTILITIES WITHIN THE CITY STREET AND RIGHT OF WAY. 6) A BACTERIAL TEST OF THE WATER IS REQUIRED AND MUST BE SUBMITTED TO THE CITY ENGINEER PRIOR TO BEING PLACED INTO SERVICE. i ' � , v�e � / � � � . � /f ,L�4 �`,� �� .. / 4•�� C� �` ��` � � � � � � �.o `�. � ,- �. �S- ~"'-�.,9. v' �'� ` �'Q� , U `=L. `T� d��^ C� � � � � �_ \�� `J . �\ �'�,..�._. �,� � 1`� ~a / � . �.� \ � 7� . , ', ��- �� i �� '�� , �°° �' � o� �y 5�` �� . ��ti � �.ti o`-�- � � � � ' � ' � � � � � So ca r • � l o ��R�� , S� �Q � �� O � � � ` ` \� � ` \ � ` � � / \ � � � �� /� i � � � � . .� f� , � � N � � ��' � ti , � �. I o .� d� I � . 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"'_-_ `" , �� z � �1 ' ,� , 7 z F a r;'� ,� - > �, , �� P k 14' II 1n z p.a V-vc' o Q�? 2 u f i . 9. r�, P+�r, ti n o / q �O II L S�' 11 � �..� � i A � n n i' . � � �� .. � � � n � ��. - - ��°� ��°^ swfa q� � � � �' � u �p� / � 11 l4 / T ��; I/In .�' �� \� , \ � � m p T� N� __--� �� n - � �A� ' (7�/° /� � R � '�i ��'^ 11 - �A�,i �._�� V�r i MApI50N Sl 3d 2 o D1° o P I . � 2 Z l - ii o o� � �.:, z � � � � �' . 18 a � �-9 ?D � �� !� . c H _ Za. �7,. � i-`_J u'I 60 n '- 9•z' u _' /3 �u t 0 .__': �'�'c' .!f � / ;, -;� 4�wo -___=- ��__;;srRq� ,��,w,k �. zo ^�,____=- �� --91_y - � a � '= 4/YPVE i1 � 1� � ''' Il . �� '=�_ �11 11 "�c '�u � i� ��>� II ��=�� l� li �;;``" � n Dy 1 � �_ `?/ �� ill ,` � ll 111 ll �� o � 50 �pp � 11 I50 ll � �,1 CqqrigM/914Cy lAa Sandwn Hap� �� 11 1 1�� II � � 3 O J L� 2��t TEMPORARY PAVEMENT AREA TO EDGE FOR FUTURE TOP COURSE - NYSDOT ITEM 402.098302-9.SF3 H.M.r,., 80 SERIES COMPACTION BE REPLACED WFiEN ROAD SAWCUT SURFACE IS EXTENDED I ( �� WATER MAIN INTERSECTION NATURAL TAPER WEARING COURSE TACK COAT - NYSDOTITEM 407.0102 DILUTED TACK C(AT CURB OR ROAD EDGE DETAIL BINDER COURSE I ov cv � , q. . Q.,. BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION �-w �-- . .� . �• o, •..,� . . - . � / f•, °., .o;r�, ,o•, �o ,v, ' GRAVEL BASE COURSE �o p p �, PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 w ao� \/\ \��/\�i��/�.�/\�/��/�\/�\. � SUB-BASE �c� � C3 Q ��o ' d �\ \ \ \ \ \ ��\��'�' � W P /,�/.�� a �� COMPACTED GRAVEL - D.I./C.B. TYPICAL LOCATION om ¢ „ � NYSDOT TYPE 2 (SECT. 304) AT TANGENT SEC110N OF � REcoMrnENOEo cuioEur:ts: BITUMINOUS PAVEMENT TERMINATION � CURBLINE OUTSIDE OF � � '.. '� COMPACTED TO 95% STANDARD PROCTOR. CROSSWALK. N �� ALL WATER LINES SHALL BE .;Q,.p,.• .:Q: ,Q„��. N.T.S. GV LOCATED ON EASTERLY AND /�/�/�/��/�/� PAVEMENT T)P BINDER GRAVEL ESAL Z� �1J NI NORTHERLY SIDES OF STREETS. ��/\��/\��j\�� TYPE C:_ ;.� _ SHUT-OFF VALVES TO 9E /\//\//\//\//\//j// URSE COURSE COURSE LEVEL � LOCATED IN LINE WITfI CURB-LINES �\/�\/�\�\/�\/�\ SUBGRADE - COMPACTED TO 90� � //�//�//�/j/�j�//�//�// PARKING <0.3 ALl SANITARY LINES TU BE EXIST. PAVEMENT NEW CONSTRUCTION /�\//�\//�\//�\//�\//�\//�\j/ STANDARD PROCTOR L O T 1-1/2" 2" 8-10" M I L L I O N IOCATED ON CENTER LINE �/\\%\\�\\�\\�\\�\\�\\� S �� S OF STREETS. �/�\%��%�%��%��%�\%�\� ROADWAYD �-��2„ 3�. 12" <30 MANHOLES co�� ALL STORM WATER LINES i\�i\�i\�i\�i\�i\�i\�i MILLION TO BE LOCATED BETWEIN HEAVILY SW SW SANITARY AND GAS LINI_S. TRAVELED/ <30 TRUCK 2� ` 4 �2 MILLION GAS LINES TO 8E ON ___ LOADING � G � WESTERLY OR SOUTHERi.Y N z� SIDES OF STREETS, BEI;NEEN / .'�y�'i�',;Y::;,., * SEE NOTE 2 � � CURB AND SIDEWALK. SAWSCUT DEPTH OF PAVEMENT & , ;,, ,�,':i,::,, . , NOTES: (n TACK COAT ALL SURFACES PRIOR i'S�;:`,i;;';:?`':;t�:;':.='':''"`• � N � ALL OTHER UTILITIES TC BE TO PAVING <ri" "S';,�;.:;;`,s`: XISTING GROUND 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRNEWAY AND PARKING LOT CONSTRUCTICP! WHERE TRAFFIC VOWMES AND ...�:>�.rt:{.. N ;f,.::;.��,•..,.-,.,...: LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPAIED VOLUMES AND LOADS, THE CITY ENGWEER M:,Y REQUIRE STRUCTURAL PAVEMENT � LOCATED BETWEEN CUR i AND i;�t;:.��;.::.;. SIDEWALK, WHERE APPL�"'ABLE. ?"{'��" � " ' SECTION TO BE INCREASED TO CARRY DESIGN LOADING. �y E GATE VALVE (TYP.) ;.�� ,� 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. (IN LINE WITH CURB-LINE) s.';:;: 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTWG AND/OR CORE SAMPLES TO VERIFY PAVEMEN( THICKNESSES. ALL TESTING SHALL G I I SEE PIPE TRENCH DETAIL SS-6A !�'".: BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. � 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. � S I PAVEMENT SAWCUT ASPHALT PAVEMENT � UTILITIES AT ROAD INTERSECTION - TYPICAL LAYOUT N.r.s. N.T.S. N.T.S. APPROVED: CITY OF SARATOUA SPRINGS, NEW YORK DWG No APPROVED: CITY OF SARATOGA SPF INC�S, NEW YOT�IL �Wc r�� 1/13/2010 Pavement Termination 4/10/2013 APPROVED: CITY OF SARATOGA SPRINGS, NEW YORI�. WG No PLANNING BOARD DATE STANDARD DETAIL an d SCl W CU t SS-6 PLANNING BOARD DATE STANDARD DETAIL A� �h C�I t P a ve m en t SS-5 1/13/2010 STANDARD DETAIL PLANNING BOARD DATE U t I�I t I e S L Cl y0 U i: SS-14 + 314,t z FINISHED GRADE -y �+� � .\��\/��\��\��\��\��\��\��\��\��\��\��\��\��\��\��\��\��\ rt� � � o Z � 3 ` � � � a • uriu � FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) yQ POLE ••• a ELBOW Qc THRUST BLOCK ..... ELBOW Ac CLEANOUT UTILJTY ,,... ••••� ' �'�� CONTRACTOR TO INSTALL NEW CORP. & CURB BOX. (SEE DETAIL SA-3 pg.S-2) POLE ,,,,, ....• ••••• ''' WITH VALVE. COVER MUST BE FLUSH MOUNT ovERHEAO.�rn��TY �u 5.... .... ..... ..... ..... ..... ' ..... ..... ..... ..... ..... �� 36' MIN SEPARATION I A N . 1' TYPE X COPPER WATER UN� REQUIRES CITY APPROVAL SAN. SEW. M.H. II CAP END OF PIPE EXTENSION (SEE DETAIL FOR DEPTH SEP. REQ) _ RIM = 314.1 � z � 314.8 SPOT. ELEV. - � w w -w w �K � ^O�� INV. 305.9 ` o (ASSUA�ED INVERT WATER LINE `� � � c ^ � =S-n3�S "9 "�r-SS S =..''i� 5 "C »S -:c�$�---� c ��Sc _g ��c ��-S S-�� 5��--S S-SS S�S-- S�S�-�S--S�� REQUIRES FIELD VERIFICATION �C � � A L L�Y RIGHT OF WAY = 16 FT. C ` ) - - ` NEW 8-in. PVC � a rox. 1% SLOPE 3�4.4 DOCUMENTATtON NEW 8-in. PVC O approx. 1� 51_OPE 3�4.6 314.4 PP ) SANITARY SEWER GRAVITY OR fORCEMAIN WIDTH OF PAVEMENT = 11t FT. WATER TIGHT JOINTS RE��UIRED + (WATER TIGHT JOINTS REQUIRED} v� + NEW 8" PVC SANITARY L1NE o CURB STOP / W.SO. � APPROX. 8' OFF PROPERTY LINE OR STORM SEWER I (ALSO KNOWN AS MURPHY LANE) * 14 SEE NOTES SEE NOTES '� OFF PAVEMENT (SEE DETAIL) SS S65'35'3 "E 50.00'' � NOTES: - i2 Roor l �_ , . , _.�-.. .._._._.. - � ar.., --- � r- RQOF OVER NEW ��t I �I - , ,��f-nu �n �: ..�r,.... !; ,_.... � � (REFERENCE - RECOMMENDEU 5TANDARDS FOR WATEK WGKRS, 19y% tGlilUy �itN aiAf�� iAnur+icu�,"j I50 Fl. i0 THE cASiEf:iY L1N[ - _� 6�0 x 3'0 5TOOP • �i OF CLARK S7REET NEW OST AT } 6.0�t r � 100 fT. TO THE W'STERLY LINE t i WFIEN INSTALLED PARAI i Fi, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT f3E A!A!N- CORNER -J - ` � OF STRATTON STREET i : TAINED, WATER MAIN SHALL BE IN SEPARATE 7RENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITN BOTTOM OF WA1ER A AIN L _ � �1 � ��"� � 18" MINIMUM ABOVE TOP OF SEWER PIPE. WFiEN CROSSING. MAINS SHALL BE INSTALLED TO INSURE 18" A�INIMUM VERTICAL SEPARATION BETWEEN PIPES, �__�_ ------'-- � OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO `TEST" VALVE D � PREVENT DAMAGE TO WATER MAIN. WFiEN IT IS IMPOSSIBLE TO PROVIDE THE A80VE MINIMUMS, THE SEWER SHALL BE DESIGNED AND COtJSTRUCI:D � I Z�'4� I p AND YEILOW PAIWT � EQUAL TO WATER PIPE, AND SHALL 8E PRESSURE TESTED TO ASSURE WATERIIGHTNESS PRIOR TO BACKFILLING. � I I 1" TYPE K COPPER I � O (A5SUMED GAS) O � HOUSE WATER � p p I CONNECiION � iA D z UTILITY SEPARATIONS: PARALLEL AND CROSSING � � � " � 6-0 SUPPLY/WASTE �j � � � � SEPARAl10N ELEC.MEIER I y N.T.S. I � (5-0 MIN REQ) � �{' � I APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK Mow� No I I CLEAN � EXISTING 1at Fl.00R OF BARN jZ D Q 1/13/2010 STANDARD DETAIL I I our ,� � PLANNING BOARD DATE U t i I i t y S e p a r a t i o n s� W-7 I ( �h REMOVED FOR PARKING �'? � N I 2nd FLOOR dc ROOF RENAIN N o >- � #3 9 M U R P H Y LA N E �� DANIEDM.A D�ORETfA A.M RTIN � ,� � 10.0' RENOVATED 2 STORY BARN I y °O = caTE � � � DEED NO.2007017i84 - � � fi-In PVC WAS1E SEWER LATERAL � � � � OI/4"/FT SLOPE I I �' `" � 4-in PVC BUILDING ORAIN � I �l� W PICKET z g 5.9�t � 36.2' � � FENCE -� � rP -------------------- J � ' 5.9't LANDS OF LOl 1,�7 c'`'i SOUTH ALLEY,LLC W � 3 (11AP REF. N0. 1) o W DEED NO.2015011306 GARDEN v ►'� CITY OF SARATOGA SPRINGS PLAN NOTES N � � AREA=2,soofsQ.Fr. � BED � N '�v� � TAX.N,9P PAf�G�L ND. � `t N 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES Z N �6S8s� 1 22 a N AND REGULATIONS. 2.) THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODEIIC �Q�� - VERTICAL DATUM, ts2s. A.�, N65'35'30yW 50.00' 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGAILY DISPOSED OF OFF SITE BY UNIT THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. 4.) THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION �AEETING WITH THE CIN ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5.) CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY ADDITIONAL NOTES: ORIGINAL SURVEY DATA, ELEVATION PTS. AND � WORK WITHIN THE STREET OR RIGHT Of WAY OF ANY CITY STREET, ROAD OR ALLEY. 1 8" SANITARY SEWER LINE REQUIRED & MUST BE PRESSSURE 1ESTED. DOCUMENTATION OF EXISTING UTILITIES DETAILED � � � ON THIS PLAN DERIVED FROM INFORMATION NOTED 7.) ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF TEST MUST BE COMPLETED & RESULTS SUBMITTED TO CITY ENGIfdEER ON A CERTIFIED JUNE 2015 SURVEY BY /�\ SEDiMENT OR DEBRis oNTo A PUBUC RIGHT oF wAY. PRIOR TO WATER LINE BEING PLACED IN SERVICE. DAN WHEELER, LLS, OF SURVEY ASSOCIATES. �,�� 2) 1" WATER LINE ACCEPTABLE TO CITY WITH VALVES AT BOTH ENi�S. PERMISSION HAS BEEN GRANTED TO ENGINEERING � 8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE 3) A SEPARATION OF 36-in MIN. HORIZONTAL SEPARATION MUST BE AMERICA C0. TO USE THE ELECTRONIC SURVEY WITH THE APPROVED PLANS; AND AN "AS-BUILT" DRAWING HAS BEEN PREPARED IN ACCOROANCE WITH THE �' MAINTAINED BETWEEN WATER & SEWER LINES. 5 - 10- ft PRF:FERRED) AND DETAILS FOR RENDERING THIS UTILITY PLAN. REQUIREMENTS OF THE CITY ENGINEER. � 9.) THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY 4) THE CITY OF SARATOGA SPRINGS WILL INSPECT THE UTILITY INSTALLATION. - ALL DIMENSIONS AND ELEVATIONS MUST BE FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 5� THE CITY OF SARATOGA SPRINGS WILL MAINTAIN THE WATER �: SEWER UTILIIIES FIELD VERIFIED PRIOR TO AND DURING WITHIN THE CITY STREET AND RIGHT OF WAY. CONSTRUCTION. 6) A PRESSURE TEST & BACTERIAL TEST OF THE WATER LINE IS REQUIRED & MUST � SAN. SEW. M.H. BE SUBMITTED TO THE CITY ENGINEER PRIOR TO BEING PLACED INTO SERVICE. - THIS UTILITY PLAN SHALL NOT BE USED AS A RIM = 314.00 SURVEY MAP TO SITE BUILDING RENOVATIONS OR INV. 306.40 ADDITIONS. � - A FINAL SURVEY SHALL BE COMPLETED AND � FILED UPON COMPLETION OF CONSTRUCTION FOR , DOCUMEN TATION. APPROVED: CITY OF SARATOGA SPRINGS, N�W YORK ?Wc No 1/13/2010 STANDARD DETAIL ��`��'`. - •�_ �� PLANNING BOARD DATE P�Cl r1 N O t e S M-5 � � �� - NOTES: BY REVISION �a'*�' •��` .a�,�a�'�.: �.�; �� $ � . UTILITY 8c ST. OPENING PLAN i. I T J S A V! OLATI ON OF THE ty � +,�,``' ,»` `�- '�� i The senl & slgnoture of the NEW YDRK STATE EDUCATI ON �'s � ai' �g :design professlo �al In the #39 MURPHY LANE LAW SECTION 7209-2 FOR �' " ' '� '� ;-tltle block Is to ccrtif that Sl�RATOGA SPRINGS, �1�' _ ANy PERSON TO AL TE'R OR �,t = ..4 �'" �h . y CNANGE TH/S DRAIM NG UN- � :'�� .��,a, � ;the constructia� docurrents �Ess rHEy ARE ACTI NG UN- j: ; A ,:;� „,�,a� : �eet or excee� thE> New York PLOT PLAN & DETAILS S-1 DER THE D/RECT! ON OF A `i ` �State Ener Ccnservation LI CENSED PROFESS! ONAL � ""� �� 3'� ^ gy JULY 23, 2015 SCALE: � �� _ � �� . ENG/NEER. p, �� • �\.�V n �, � Code and the Re sidential Code 2. ONL Y THOSE DRAIM NGS BEAR- �',� � '�°' �T�::'��•0 �'� � of New York Stc te, I N6 THE S TAA,� AND Sl GNA- $� '�� y '••••' � � TURE OF THE ENGI NEER I N �'%, ,��. ti� ,,:�� ENGINEERING AMERICA COMPANY RED HA�E BEEN APPROVED � � �F N � 8Y THE ENGI NEER. �'�-�-, ��MA�wlwq4e�� 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 3. COPYRIGHT Qc 20>5 � .. ENcrNEER�nrc aMER�ca ca � TONYA L. YASENCHAK, P.E. 15-0042 TLY e _ _ ----_ _ - ---- _ _ _- -- __ ._ ___ __ _ _ -- __ __ _- --- -- - - --- __ L .__. --- __ - - _--- _ --- --- _ _ __ -- -- ------ _ _ - -- - - ---- _ _-- -_ ___------ - --__----_ - _ � ,. TREE BELT �_g• CASTIRON MANHOLE FRAME AND COVER - CAMBELL �1016 OR EQUAL, ADAPTOR FlTTING IF REQ'D END CAP FOR fUNRE PROPERTY L1NE. R.O.W. OR CLEAR OP'NING TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS FINISHED GRADE E�nsnNc s�w�R ��iN: coNNEcnoN EASEMENT LIA11T SANITARY SEWER" WITH Uf71NG NOTCHES dc VENT HOLES AS REQUIRED TAPPING SADDLE FlNISHED GRADE (FRAME TO 8E SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF SEE NOTE TO BE APPROVED BY D.P.W. 45'OR 30'BEND AS REOb '�"�9°'�� b`` "'"' �1°9�:':�" pAVEMENT AND FLUSH TO 1/4" BELOW F.G.) SIDEWALK ;..;.. ._,r�,::ro,::;:.:... �< o:,..�.?;:... CURB NEW SEWER MAIN CONSTRUCTION: • • o.-.• , ;.�� Yx 4� x 24' PRESSURE iREATED r •��o�� o /WY� �p:�80.�C-..:,. ;e�::..o':�'%;'4;:? 45'OR 60'WYE OR TEE SET PLUMB AT END OF LATERAL �'•'� -��•' :om ROADWAY c �•, � .• TO BE APPROVED BY D. .F�W. r •' o, : :p PRECAST CONCRETE GRADE RINGS y:� �fLAGGED WITH FLOURESCENT COLORED •AS REQ'D TO AOJUST CONE � �`O�° '°" '�' •°•�' SURVEY RIBBON FOR EASY IDENTIFlCAitON TO FlNISHED GRADE. EXTENSION(S) 8 �i '� 8� 6�(MIN.) TO 20"(MAX.) ;�� USE PRECAST UNITS c+ � � NO CONCRETE BRICK SHIM COURSES �.�� • • SEWER MAIN BU0.DING SEWER UTERAL LATERAL ON PRIVATE PROPERTY- � �� 6� IAIN. SDR 35 PVC MIN. SCH. 40 PVC � Z z MUELLER 5'6" t MODEL H-10314 IN TURF) c�rY PROP�Tr PRIVATE PROPERTY CONEN�'C o � , MODEL H-10334 �IN CONCRETE WALK) � Z SECTION � ' PRECAST CONCRETE SECTIONS - s � (SIZE AS REQUIRED FOR 3/4• oR t" sERv�cE> SANITARY SEWER SERVICE - PLAN � '� � a,000 p.s.i. AT 28 DAYS, AIR- � ' ,�/,�,� ENTRAINED N.T.S. N p REINFORCED PLASi1C NON-SLIP / ' ;. �/�Y/� CORPORATION STOP WITH I CURB STOP 3•t STEPS PER NYSDOT 725-02.01 s . FOR SANITARY MANHOLE, JOMTS COMPRESSION FITfING in MUELLER ORISEAL MODEL H-15209 COMPRESSION FlNisHm cR�oE REven� -� � �' �\ BUTri SEALED - INDUSTRY STD. A�UELLER H-15008 MODEL H-15219 (W/ DRAIN) � 3/4" OR 1" - SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) � Q 12' O.C. OR A.O.B.E. f� RISER W s � s � FOR SANITARY MANHOLE, BOOT TYPE z SLOPE: 2%1�iN. (t/4'PER f0on TO 10X MAX. SECTION � � �. � •�_ FLEXIBLE MEMBRANE SLEEVE FOR 45'OR 30•BEND F 2"x 4'x 24' P.T. STAKE a � � s 4'-0' I.D. MIN. , . PIPE TO MEET ASTM SPEC. NO.C-923 TEMPORARY CAP OR PLUG AS REO'D o- �` • (SHOP DRAWINGS REQ'D) (AS NECESSARY� X � �� "f0°T CIRCUMFERENTIAL REINFORCEMENT 3 4" MIN. SIZE TYPE K � - :c� - PIPE BmDINC AS REQb ,� / °• �.<,;=r^r' o '�{'' ° 0.12 sq. in. PER LIN. FT. MIN. / , - +:4`;.•A`:' 45' COPPER PIPE <s•�.` ..'v a m " - (^�? UNDISTURBED SUB-GRADE � •1�-ry:�� •�•�;; , .,.r . '. : , 4000 PSI CONCRETE BENCHWALL FOR OR SIZE AS REQUIRED •��; o `', 4 0 ` � , SANITARY MANHOLE AND STORM MANHOLE i;,:�.ti�,e. ..�r. ;.t;;t_;rr.,.;. :�,�+';:�:, . A.O.B.E. (SEE DETAIL SA-4) WATER MAM �., .�; M , r,r ;.,,..:;;:;; 3/4" OR 1" COPPER TUBING (TYPE K) ' �`" �' SOLID CONC. BEARING BLOCK � k.:' k • `"'!'+.�':'��'"�`' s SIZE AND LOCAiION OF PIPES .:. ;,�.•+. OR C.1. FOOT BOT70M �.s. �........:..•: ,:,..:,._�<';i. � AS SPECIFIED (SIZE AS REQUIRED) SEC7i0N ��i� , . , . . ► � .•�.• .' . °D � //\ • • :• .. ` 8"-12" CRUSHED STONE - �t OR �2 NOTE: LOCATE CURB BOX BETWE'£N CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT / g8o�3eoag�a oQ � o•- 6,q�0, .,o��l � NOMINAL SIZE OR GRADAl10N A.0.8.E. IS PRESENT INSTALL CURE BOX AT PROPERTY LINE. SANITARY SrWER SERVICE - SECTION � 7a� 8� ��'", ��r��"' i �o o.• o�o' o o•;-•b°e �° UNDISTURBED SUBGRADE OR ADOITIONAL NOTEs• N.T.S. j�. o�a�8��o .._f��,d�so7Y$Q.,tk ,'�o$-°�•ip'o ,✓ , FOUNDATION STONE A.O.B.E. , . NOTES: �� WA TE R S E R VI G E 1•) 11iE BUILDING SEWER I'RO�A TNE BUILDING TO 7HE SEWER MAIN IS THE OWNER�S RESPONSIBILITY. �, $HOP DRANANG REpUIRED TO BE REVIEWED BY THE CITY ENGINEER. 2.) CONNECTION TO PUBLh; SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 2.� ALL MANHOLES TO BE PLACED IN ANY TRAFFlC AREAS SHALL MEET AASHTO N.T.S. 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPL OF PUBUC WORKS PRIOR TO ANY WORK IN THE PUBUC RIGHT-OF-WAY. HS20-44 WHEEL LOADING REQUIREtAENTS. 4.) ANY PART OF THE BIILDING SEWER WIIHIN 10 FEET OF WATER SERVICE PIPE SHALI BE CONSTRUCTED OF WATERTIGHT JOINTS. P R E C A S T C O N C R E TE M A N H OLE - 5' D E EP A N D OVE R N.T.S. APPROVED: *'' CITY OF SARATOGA SPRINGS, CITY OF SARATOGA SPRINGS, NEW YORK 1/13/2010 CITY OF SARATOGA SPRINGS NEW YORK ' NEW YORK WG No APPROVED: DWG No APPROVED: � DWG No 1/13;�2010 STANDARD DETAIL 1/l3/2010 I PLANNING BOARD DAi'E WC1t2C' Service W-2 p� NING BOARD �)ATE STANDARD DETAIL Sanitary Sewer Service SA-3 PLAN I G BOARD DATE STANDARD DETAIL DeE;p MQI'1�1OI2 SA-2 IF A BUILDING TRAP IS REQUIRED: ' COVERED/PERFORATED VENT OUTLET FRESH AIR INLET (3" MIN.) 4` CLEANOU7 PLUG ' OPPOSITE CURB LINE AS OPPOSITE CURB LINE AS �_�_ � 2"f PIPE PROJECTtp� 8 i INTO MH (TYP) B PER UTILITY LAYOUT PER UTILITY LAYOUT 4(M I N.) DETAIL SS-14 OR DETAIL SS-14 OR 3"(MIN.) � I 4 �AIN. 4' MIN. FINAL GRADE ' . ' ,• , ' ', • 2'(MAX.) 4'(MAX.) A � �� A �� .I, A �-IF NO INSIDE CLEANGUT: (PLUS BACKWAiER VALVE) • '- ` � � � 4 WITH RISER TO GR.4DE 4" CLEANOUT PLUG(S L I pIPE WASH 2"t PER F00T �° O° - ' MECHANICAL TO PUBLIC SEWER � JOINT TEE �2% (1/4 INCH FT BUILDING DRAIN� � ;� B � ; A�ECHANICAL JOINT (MIN. SIOPE) / > FORM SMOOTH CURVE ,� ti� + 4 . ',; �ANNEL DEPT}I GATE VALVE (TYP.) I 0.8 PIPE I.D. SEE DETAIL W-1 FOR SPECIFICATIONS (SEE DETAiL SA-3) � :`:" : N�ERT IF REQUIRED: IF REQUIRED (SEE NOTE): 8 J OINT R E S T RAlP!T (SEE NOT E 2) APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP, OPPOSITE CURB L1NE AS COMBINATION "Y AND 1 8 BEND � WITH CLEANOUT OR RUNNING AP ONE-WAY INVERT MULTIPLE INVERT SAWED HALF CONCRETE BENCHWALL PER UTILITY LAYOUT � PIPE 4,000 psi MIN DETAII S5-14 OR 4� M�r,. PLA.N SECTION B-B APPROVED SLEEVE THF:UUGH �L O FOUNDATION A � BASEMENT PLOOR � � FORM SM001H zI AUGN 0.8 DEPhiS CURVE -��- 5' OF DIFFERENT S1TE ��y^ pER FOOT (MIN.) _ 31 • ..„ . PIPES i tIOTES^ ' � •. ' FOOTING �PITCH ACROSS MH "' .. INVERT IN , ' � �-�- ,. � � 0.10'(MIN.) TO 2'-6'(MAX.) '�'-�.i � I. � -= � L MAINS SHALL BE VALVE! TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN 1W0 (2) i.� � o.a i.o. -T� ra�� {- �"� `''�'�"'�. INVERT OUT HYDRANTS AT ANY GIVE�J T1ME 6� BUILDING SEYVER(TYP.) �;�y�;,x 4" BUILDING DRAIN(TYP.) :'.`"',:.i.,.: .,, ;';,•.:•. ` `� .:: 2. JOINT RESTRAINT REQUIRED A.O.B.E. (TYF'.). UPON PRIOR APPROVAL OF CITY ENGINEER, CONIRACTOR HAS I ' THE OPTION TO USE ME�ALUG SERIES 1100 SD WEDGE-TYPE MECHANICAL JOINT RESTRAINT AS MANUfACTURED NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING STANDARD �NVER1 SMOOTH DROP INVERT FILLET BY EBAA IRON, INC. . II CODE FOR ADJITIONAL INFORMATION. ALTERNATE VALVE LAYOUT BUILDING GRAIN LAYOUT ►v.r.s. �ECTION a-A '�, (PRIOR APPROVAL REQUIRED BY CITY ENGINEER) N.T.s. BENCHWALL AND CHANNEL FOR SANITARY MANHOLE N.T.s. APPROVED: APPROVED: CITY OF SARATOGA SPRINGS NEW YORK owc No �, i/is/zoio CITY OF SARATOGA SPRINGS, NEW YORK owc No 1/13/2010 ' APPROVED: CITY OF SARATOGA SPRINGS NEW YORK DWG No STANDARD DETAIL PLANNING BOARD DATE STANDARD DETAIL B u i i d i n D ra i n SA-7 1 13/2010 ' NNING BOARD DA�rE Va l ve La you t W-4 g � STANDARD DETAIL P�NNirrc Boaxn -naTE Sanitary Manhole Benchwall SA-4 ; NOTES: � SAWCUT L�NE - SEE DETAIL SS-6 TRENCH WALLS LAID BACK PER OSHA REQ'MTS SEE PAVEMENT SECTION DETAIL SS-�i THRUST BLOCK FABRIC FABRIC � WA7ER MAIN 1. CONCRElE SHALL BE 4600 PSI. SEE DETAIL SS-7 FOR 6. APPROXIMA7E VOLUME OF CONCRETE THRUST BLOCK: 12. � OR SHEETING A.0.8.E. (OR SEWER OTHER CONCRETE SPECIFICATIONS. ORIGINAL ASPHALT •" GRADE Vt = LD (W + I.D.) - I.D. =,•,•;. FORCE MAIN) -�� WEARING COURSE(S) IN PVMT iN TURF t`� � WHERE: 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH � . CONCREiE • 2. FOR REQUIRED BEARING AREA AND D�MENSIONS L AND D, PAVEMENT BASE CGURSE V = VOLUME IN CUBIC YAROS a' TNRUST SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN STRUCTURAL (SEE NOTE 3) � � BORROW: WELL GRADED INORGANIC � �' BIOCK THOSE SHOWN IN THE T�ABLE MAY BE USED PROVIDED THEY L = LENGTH Of BLOCK IN FEET SECTION SUBBASE: COURSE ° � ''`=�'�• YIELD A BEARING AREA �QUAL TO OR LARGER THAN THAT D a DEPTH OF BLOCK IN FEET A.O.B.E. (SEE NOTE 4) �Z � MAXN 1L 1%2�SIZEA OT�M RECTHAN '" '`:'_:' W = WIDTN OF BLOCK IN FEET w . ' '"�''` o I.D. = 1NSIDE DIAMETER OF PIPE IN FEET � � 3 20� BY WEIGHT PASSING #200 � 3. CONCRETE NOT TO OVERLAP ANY JOINT. ORIGINAL SUBBASE COURSE � , SIEVE.OR NATIVE MATERIAL, A.O.B.E. �� w�,�TM REQUIRED. 7. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL = • ' ''" - �•�`�' ' (USE VIBRATORY COMPACTOR WITH 12' LIFTS) UNDISTURBED BEARING CAPACITY OF 2000 p.s.L WITH A SAFEIY FACTOR � .:�.�-..�•.�.�,�� :..•.• pIPE ZONE BACKFILL - GRADATION SHALL BE: SECTION A-A \� SOIL 4. CONCRETE TO BE PLACfD SO AS NOT TO INTERFERE OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300� � •:�':a:?;::'":•�;«i;?:#` w "yVELL GRADED SAND WITH 3 4 MAX. PARTICLE ' 1 M T H R E M O V I N G O R I N S TA L L I N G A N Y O F 1 N E J O I N TING GUTSIDE CROWN ,, : fi..,;,>� � � PLAN�TYP.� HARDWARE. � � SIZE AND NOT MORE THAN 109' PASSING #200 .,�ti. 8. IN MUCK, PEAT OR RECENTLY PLACED FlLL ALL THRUST SHALL -. � � SIEVE (USE VIBRATORY COMPACTOR WITH 8" UFTS) PIPE SPRINGLINE 5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS BE RESISTED BY PILES OR TIE RODS TO SOUD FOUNDATIONS, �;�� j%j �I PIPE ZONE BEDDING - FOUNDATiON STONE LARGER THAN 12" DIA. TO BE APPROVEO BY CITY ENGINEER. OR BY REMOVAL OR SUCH UNSTABLE MATERIAL AND REPLACEMENT E�OTTOM O.D. � � '��%r�� °� TO CONFORM TO N.Y.S. DOT. STANDARD WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL � �� ' SPEC. 703-02 COARSE AGGREGATE AS REQUIRED BY THE ENGINEER. (SEE NOTE 2) � I.D. + 3' MAX. UNDISTURBEO SUBGRADE OR ' �.� REQUIRED BE�RING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS ExrRn FouN�ar�oN sTONE n.o.e.E. ' . .. ,:�:�..� ��..:`4.: � � _��"� TEE 90' (1/4) BEND 45' (t/8) BEND 22-1/2' (1 16) 11-1/4' 1/32 NOTES ' •,;:.;,, ... . � BEND BEND 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. �'''�•" PIPE AREA AREA AREA AREA AREA 1. STREET OPENING PERMIT IS RELIUIRED ,vr- DI�AENSIONS DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS DOT STD. 703-02 WITH FOLLOWING MOD�FICATIONS SIZE SQ. SQ. SQ. SQ. SQ. 2. FOUNDATION STONE - N.Y.S. p0T STD. SPEC. 703-02 2-��2" SIEVE - PASS 100� BY WEIGHT INCHES FT. L} x L FT, D x L FT, D x L FT, D x L FT, D x L 1-3 4 SiEVE - Pass s5-�oo� BY wEIGHT I SIZE DETERMINATION �l1: 100% PASSING 1" SIEVE, 90-100% PASSING ` � 6 3,2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 1/2" SIEVE, 0-15� PASSING 1%4" SIEVE 3/4 SIEVE - PASS 60-75� NOTES: 1/4" SIEVE - PASS 25-45� � t.) SEE DETAIL W-4 FOR JOINT RESTRAINT SPECIFICATIONS. • � OR #40 SIEVE - PASS 10-25%' j 8 5.7 �.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2,2 1.5 x 1.5 1.1 1.0 x 1.5 SIZE DETERMINA110N #2: 100:o PASSING 1-1/2" SIEVE, 90-100%' PASSING #�00 SIEVE - PASS 3-12� 2.) SEE DETAIL W-6 FOR THRUST BLOCK SPECIFICATIONS AND SIZING. 1" SIEVE, 0-15% PASSING 1/2" SIEVE. 10 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 X 2.5 1.7 1.0 x 2.0 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO GRADATION/SIZE DESIGNAl10N '0 BE DETERMINED BY ENGINEER BASED ON N.Y.S. DOT STD. 304, TYPE 2. ` FIELD CONDITIONS. TYPICAL THRL'ST BLOCKS �2 12.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 PIPE TRENCH - SECTION N.T.S. N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No APPROVED: CITY OF SARATOGA SPRINGS NEW YORK owc r,o ` 1/13/2010 1/13/2010 ' APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD DATE STANDARD DEfAIL TI'1rUSt BIOCkS W-5 PLANNING BOARD DATE STANDARD DETAIL TI1rUSt BIOCk NOt2S W-6 if13/2010 . PLANNI G BOARD DATE STANDARD DEfAIL Pipe Trench ss-sA , � � NorEs: eY REvisioN .y , ��r��o��- U TI L I TY � S T. 0 P E N I N G P LA N 1. NE�y� YORK�S TATET� DU�Tl ON t o �� J� �� m� � � Q.� '�L F '�;��, � The seal & signature of the y '`' o°� �C��,'.'�. �' �; :, design professlonat In the #39 MURPHY LANE LAW ECTI ON 72 9-2 F ~ � '� ' �-� •; title block Is to certif that ANY P�Rsav To ALTE"R o� : �`L.'��'� .�,�_; �'�, =; y SARATOGA SPRINGS, NY CHANGE THI S DRAtM NG UN- � � � �;?x� r"'-� : %n the constructior docuMents LESS TNEY ARE ACTI NG UN- `� t� �� '�� `'' ' ' rr` u' r�eet or ex�eed the New York INSTALLATION DETAILS - ' DER THE DI RECTI ON OF A �� • � �� ; � U CENSED PROFESSI ONAL „ J*� �� i �°; State Energy Conservation JULY 23 2015 ENGI NEER. � ;, • �� w Code and the Residential Code = � � ''�, �,�'��,,�^,,�`--� d ; � y. of New York State. ' ' 2. ANL Y THOSE D ANl NGS BEAR- TU ETOF THE ENG�NE RG�N �� f + ,,..'...5 �� ,� �� . f� •• -�l o� �•• � t ENGINEERING AMERICA COMPANY RED HAVE BEEN APPROVED �s� � . ` BY THE ENc�NEER. ��, " �d o�e �T� Q� ��1 ��.�"� (�� 7 6 W A S H I N G T O N S T., S A R A T O G A S P R I N G S, N Y 1 2 8 6 6 (5 1 8)5 8 7-1 3 4 0 3. COPYRlGHT Qc 2015 p00 ' �ZO� � �,�J '� ENGInrEERING AMERICA C0. '� �O�Eo�ea„dss��;�� TONYA L. YASENCHAK, P.E. 15-0042 TLY . ; __ „_ '' I __ _ _ ___ _-____ _ __ ._ __ __ _ � ,� y � . � �_ -� --- , rz�-� -<r .- - - .. , .: ` -- _ " + 36'-1" ?0'-0" EXISTING 12"OVERHANG 36'-1" r------------- --------- ----------------------------- --------------------------------------------------, �- s�-o� s,_s� _, , BA NEW PATlO ; � � � (NO FOUNDATION- BEAM HANGER � 40 OPENfNG � (2)2x6 hEADER `D NO ATTACHMENT TO HOUSE) C � I A (2)2x12 HEADER �2�2X6 (2)RISERS UP 5A D I I 5A OR 5-0 SPAN HEADE 5B � EXISTING 2 1/2"x 3 3/4"(+/_) EXISTING 14x18" I ____ __ ___ ______ FROMGRADEPATIO ----- ------ - --------------- ---- ----------------- -- -----� I STUDS AT 16-20"oc(TYP) WINDOWS TO � � FOUNDATION REVEAL j 5'11 1/2-6'0"(+/-)HT FROM FLOOR 8E REMOVED j � GAS � 2x4 WALL- 16"oc � � j �P 1'BD � 1N BASEMENT � � o � O C1 � HANDR,41 I � � � 34-36"AFT ` � � � M j OPTIONAL TEMP.GLASS 6-0 SLIDER �-,`�,� LANDING j , j � FP TO OT EXCEED W/TEMP.GLA SS U � I °p � � Q � � 35_5„ Og DN LANDING ABOVE � I I � 00 OVERHANG - � _ � � I (SEE SECTIONS) -� � (2) 13/4"x 9 1/4" I j � >4'-- I ` MICROLLAM HEADER � 4x4 POST � 2 2X4 HEADER �' � �'~ O E- � �i � � �- m SUPPORT (2)2x6 1/' ( ) �, I � n- �`-' I � �v � 36"MIN HT GUARD BEAMO f i i �v �x.o i I � e � � • � � EN RY FOYER � ' � N o N i o i �2�2X4 N� DINING AREA ^ o v i � i � � c h � H E A D E R G R E A T R O O M � X o 3"� (2)2x6 HD H A N G E R � SO L/D SUPPORT � � I N ,-�'� I I �'? (540 SQ.FT.) N�p I TO FOUNDATION I � N 8x8 BEAM � j OB `.-° � , O (4) 13/4"x 11 7/8" '� I `l �, � ' f � N � t�,.�� O � � .� I ... ... ...�_.,,,... ...�_... ... ...�_ ... � ICROLLAM BEAM OR �w- , � I ''' ''' I � j W8x18 STEEL BEAM 4�-6� I I HANDRAIL REQ 36"AFT N � � N � '�,... 25'-1" .`�' LANDING (� I I i "'"��` "' : i i � 1sf STORY BARN i I SOLID S PPORT TO FOUNDATION SOUD TO SLABS • I I � � � 14'-5"' � 2-6 2-6 I I � I �2 I I 29x54"SH WINDOW �'� � � � ' %� -'''' ''' ''' ' ''' 36"MIN HT G RD REQ � � 5/8"TYPE X GWB ON CEILING 1 BOTTOM AT 6'A.F.F �p �`' >- � cv � � NF_t�V 3"STEEL POST(BOXED) �. � � �WALLS OF CARPORT. � lL � p� � � � t�i �-�- OR NEW 6x6 POST . S O L I D S U P P O R T T O F U N D I I 1/2"T Y P E X G W B O N I N T.W A L L S � p F- X � �'? � 2x4 WALLS CLOSET ^ � � ADJACENT TO CARPORT j X" c� o j I � O 16 oC(TYP) N � j I N o N I 1� N �x�o REPAIR&REPLACE 16 o�TYP I �p I cp FJ AS NECESSARY � � � � � i N i � � -- s�-s�� 1) CAR i i i i i� � 8'-6" 5'-1" • I I I I ' � RE OVE F AME WALK IN . o � I IN WI O o ISL:'�ND COUNTER TBD d PANTRY � ^o � CARP RT � : i i I I . 1 M 2-6 � �'-v tl' � �'' }d'- `.,° j � (3) 13/4"x 9 1/4"FLUSH I I � o � �� MICROLLAM BEAM I I i 0 x o X � � I (ENCLOSED � � Q o KI TCHEN N � N� , i i &SNEETROCKED) i 4-0 V P � i (FINAL LAYOUT TBD) 50 MIN CF � q�_g1 e �- � � � �' � � � VENT FAN /2 ° 10=9" � 9-0 x 8-0 S�IDING DR � U � I I � � V o I �p � 8'8 1/2"OPENING � � 20'-1" `t' � JO-1" � 6x6 MIN PT POST ` ------------------------------------------� I g_7� . ---------------------- ---��----------------------------- j SOLID SUPPORT . j � . � o 0 60W EQlJIV TO FOUNDATION `O � EXISTING 12"OVERHANG � LT FIXTUR . . .. I .` 36'-1" � � ----- ---- - � � A 15"M1N CLEAR � ( L�� _�__ � _��___.______��___�_�� _ ____��_ �� _��_�_ _�� J . � � (2)2x�0 BARN DOOR TO CENTER 12x12"CONCRETE A HEADER ON TRACK C p OLUMN WITH STONE 5A 5A 5B � FXI S TING � B it��1A1N FLOOR 5A (4) 13/4"x91/4"M/C�iOLLAMBEAM f- 6'-0" � (ENCLOSED&SHEETROCKED) _ - . ^ J44 SQ.FT. . -- 26'-0" -- -__. 10'1" -- 36'-1" ' . PROPOSED ��-� MAI N FL O OR A REA �enera�oes,gn �r;ter,a Smoke A►arms 8 �a.bdn Monox�de�,arm5 �enera�oes;gn�r�te.,a 1. Seismic design category-C Smoke a/arms shall be Installed in the followinra;ocations: 1. Seismic design category-C 2. Concrete weathering probability-Severe 2. Concrete weatherin robabili Severe ' NOTE: DIMENSIONS MAY VARY. CONTRACTOR IS RESPONSIBLE 3. Design wind speed-90 mph 1. in each sleeping room g p ty- FOR FlELD VER/FYWG ALL MEASUREMENTS PRIOR TD AND 2. outside each sleeping area in the immediate vicinity of the 3. Design wind speed-90 mph 4. Design ground snow load-50 psf 4. Desi n round snow load-50 sf DURING CONSTRUCTION. NOTlFY DESIGN ENGINEER bedrooms g g p IMMEDIATELY oFANY/ALL DISCREPANCIES 5. Termite infestation-Slight to moderate 3. on each additional story of the swe!ling, including basements. 5. Termite infestation-Slight to moderate 6. Decay probability-Slight to moderate 6. Decay probability-Slight to moderate � 7. Exposure category-B When more than one smoke alarm is required to be installed within an 7. Exposure category-B --- 8. Wind-borne region-No individual dwelling unit the alarm devices shall be interconnected in such 8. Wind-bome region-No 9. Soil type-Sand (SW),wel)drained a manner that the activation of one alarm wil!a;.tivate alI of the alarms in 9. Soil type-Sand(SW),well drained Soil Bearing:2,500 min psf the individual unit.The alarm shall be clearly audible in aIl bedrooms Soil Bearing: 2,500 min psf (Contractor responsibte to verify) over back-ground noise levels with all interven�ng doors closed. (Contractor responsible to verlfy) 39 M urphy Lane Renovation: WIIICIOW SCII@ C�l1Ie General Design Loads The required smoke alarms shall receive their primary power from the Genera!Design Loads building wiring,and when power is interrupted shall receive power from a � * 1�tlFloor Load-40 psf live load plus dead load battery.The wiring shall be permanent and wi�hout a disconnecting is' Floor Load-40 psf live load plus dead load �� Mfgr. SIZ@ Type Te mpered Low E Rough Open. Glass Vent Egress Open. 2 Floor Load-30 psf live load plus dead load switch other than those iequired for overcurrent protection. 2nd Floor Load-30 psf live load plus dead load GI ass Re q�C� Re q�C� Clear Open. �/�/ X H Roof-50-psf roof snow load-design per ASCE-7 - Roof-50-psf roof snow load-design per ASCE-7 Carbon Monoxide alarms shall be installed in the following locations: A Andersen /Equal C23 Casement No Yes 4' 0 1/2" x 3' 0 1/2" 8.50 7.90 NA NA Required Main Exit Notes Required Main ExitNotes 1. within each dwelling unit on any story having a sleeping area B Andersen /Equal A21 Awnin� No Yes 2' 0 5/8" x 2' 0 5/8" 2.60 0.90 NA • NA 2. on any story of 8 dwelling unit where fuel-fred appliances and � �� 1. The front door of the house is designated as the main house exit. equipment, solld-fuel burning appliances and equipment, 1. The front door of the house is designated as the main house exit. C Andersen /Equal 244DH3050 T1NDH No Yes 3 0 x 5 0 10.52 6.09 6.09 32.56 x 26.95 2. All egress doors shall be readily openable from the side from which fireplaces or atiached garages are located. 2. All egress doors shall be readily openable from the side from which C1 Andersen /Equal 244DH3050 TWDH YeS YBS 3' 0" X 5' 0" 10.52 6.09 6.09 32.56" X 26.9�J egress is to be made without the use of a key or special knowledge or egress is to be made without the use of a key or special knowledge or effort. Where more than one carbon monoxide alarm is re uired to be installed effort. �; � �� q . D Andersen /Equal ISPD6068 Patio �., Yes Yes 6 0 x 6 8 21.92 34.26 34.26 64 1/4 X 76 3/4 within an individual dwelling unit,the alarms sr,a!!be interconnected in E Andersen /E Ual A21 Awnin Yes YeS 2' 0 5/8" X 2' 0 5/8" 2.60 0.90 NA NA Fenestration ' such a manner that the�ctuation otone a�arm wi��activate au a�arms in Fenestration a � 1. U-Value: Windows &Fenestration shall have a maximum u-value of the individual dwelling uhlt.The alarm shall b.:clearly audible in all 1. U-Value: Windows& Fenestration shall have a maximum u-value of F Andersen /Equal CW245 Casemer�k No Yes 4' 9" X 4' S 3/8" 16.00 14.60 6.70 20" X 47 15/16" 0•32 bedrooms over backgro�lnd noise levels wilh all intervening doors o.s2 G Andersen /Equal 36x24" Basement t!tility No Yes tbd NA NA NA NA 2• Solar Heat Gain Coefficient: No maximum SHGC in Climate Zone 5 c�osed. 2. Solar Heat Gain Coefficient: No maximum SHGC in Climate Zone 5 NOteS: Energy Conservation Code All carbon monoxide alarms shall be listed aru±labeled as complying with Energy Conservation Code 1. A RES Check Analysis&Checklist has been prepared for this UL 2034 or CAN/CSA 6.19,and shall be inst;�lled in accordance with the 1. A RES Check Analysis& Checklist has been prepared for this ' *� - WI t1CIOWS SIIOWII ar@ A11CIel'S@I1 Z�O S@t1G'S Ot" EqL1aI residence and shall be a permanent attachment to the construction manufacturer's installation instructions ard tlie Residential Code of New residence and shall be a permanent attachment to the construction York State. * documents presented for permitting&construction. documents presented for permitting &construction. 2 - COtltl'aCtOC' t0 VEI'I fil I'�Ugll Op@11111gS WItII Ct'taC1Uf�Ctlll"E:I�S Sp@ClfiCatlOnS (J�I01' t0 fT"al'1'llllg 1"OUgI1 Op@11111C�S 2. Permanent Certificate: A permanent certificate shall be completed by 2. Permanent Certificate: A permanent certificate shall be completed by * Combination smoke and carbon monoxide afarms are permitted, 3 - Should the contractor or client change the window rnanufacturer to one other than that specified the Bui►der or registered Design Professional and posted on a wall in the Builder or registered Design Professional and posted on a wall in � provided the alarm is listed for such use.Combination smoke and carbon the space where the furnace is located,a utility room or an approved the space where the furnace is located,a utility room or an approved the s ecs shall be submitted to the en ineer for re��ew rior to orderin tl1e WIIICIOWS monoxide alarms shall have distinctly different signals for smoke or P g p g location inside the building, listing the following: carbon monoxide alarm activation. location inside the building, listing the following: a. Predominant R-Values of Building Envelope assembles and a. Predominant R-Values of Building Envelope assembles and ducts outside conditioned spaces ducts outside conditioned spaces b. U-factors and SHGC of fenestration b. U-factors and SHGC of fenestration c. Results of any air-leakage testing c. Results of any air-leakage testing d. Types&efficiencies of heating,cooling and service water d. Types&efficiencies of heating,cooling and service water - heating equipment. heating equipment. e. Where a gas-fired un-vented room heater,electric fumace or e. Where a gas-fired un-vented room heater,electric fumace or baseboard electric heater is installed(as appropriate) baseboard electric heater is installed (as appropriate) #39 IIJI��r��hy Lane - Renovation: LIGHT VENT SChIEDULE . � Code (s� Room Actual (sf) Code Egress Actual Egress Open � Area s Glass Vent Window ID Glass Vent E ress s Window ID E ress s W x H � � � � �� t � 9 t � 9 � fl Great Room 540 43.20 21 .60 A, (3) B, (2) C, D 59.26 57.04 5.70 D 34.26 64 1/4" x 76 3/4" MAR Y 6 2018 . Master Suite 195 15.60 7.80 (2) B, (2) C 26.24 13.98 5.70 C 6.09 32.56" x 26.95" By Office / Den 119 9.52 4.76 F 16.00 14.60 5.70 F 6.70 �0" x 47 15/16" Guest Suite 138 11 .04 5.52 F 16.00 14.60 5.70 F 6.70 20" x 47 15/16" #Q„x, ,o , NOTES: eY REVISION ,+��'��a jr°s�p CARRIAGE HOUSE RESIDENCE RENOVATION *•�"s� � 5Sf0�j.� �s r The seal & slgnature of the 1. l T l S A VI OLATI ON OF TNE ty f��/.2.�: 03/13/18 �`:'' �, ��.oej� ` s NEW YORK STATE EDUCATI ON .- Q ,.• ., F �s,Jdeslgn professlonat In the #39 MURPHY LANE, SARATOGA SPRINGS, NY L AW SECTI ON 7209 2 FOR �.. ANY PERSON TO ALTE'R OR � ��%�'Q,�- Y SF�i�r!'.�� =�tltle block Is ta certlfy thnt BY: SOUTH ALLEY, LLC CHANG TH/ S DRA{M NG UN- �. � . -� � > . 2 �he constructlon docuMents L ESS �HEY ARE ACTI NG UN- � � • � `��# q �• '� oER THE DI RECiI ON OF A � � • ,�.� �. . rr�M�et or exceed the New York EXISTING & NEW MAIN FLOOR PLAN & NOTES A-1 LI CENSED PROFESSI ONAL '� �'�� .�' 4; �� -"��atesEnergy Conservatlon ENGI NEER. '°��, ; �'''��'e`� *','"�' � �Code nnd the Resldentlal Code " _ ' " �� , � " JULY 28 2015 SCALE: 1 /4 - 1 0 2. ONL Y THOSE ORAK!NGS BEAR- sP`�-„'„"'"!�`°� � °� � '�o"� New York State. ' ' T RETO� �HE MENG�NEESRGNN � ::, �,��,�`a'�' � �°� � �� ENGINEERING AMERICA COMPANY . RED HAVE BEEN APPROVED �'"{�" "«.��' 085�.•• �� BY THE ENG/NEER. , �`�� T.,� °'••••' y ,.'! 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 3� ENGINEERNc�A�ERicA co. ��,��o�sN��'�a �. TONYA L. YASENCHAK P.E. 15-0042 TLY �•� 6� � � � ; � _ . __ _ _ __ _ .. ___ _ _ _ _ _ ___ 36'-1" ' 36'-1„ EXISTING 12"OVERHANG �— 3'-0" 9'-9" 15'-7�2" - ` 7�8�2^--� , ' C D r---------------------- --------•----------------- -----------------------------------------------------, 5A BA INSTALL DRAIN PAN 5A (HEADER 5B I j r-- ---- ----------------------------------- - UNDER WASHER --- ----� � ------ --------------------- - ----------- I t B � j j � ' ' � ; C (2)2x6 (2)2x6 C 2'-11" 3=6" � e I �UD AT 16-20"oc(TY)+/) I � � � HEADER HEADER O � �� I w � 5 11 1/2-6 0 (+/-)HT FROM FLOOR � `�' � D CLOSET M M DN I M j I 1 8 ��w � �fSv��.�.w�en�a=•� I 1 , �2, � I � i 14-10 DOORS TBD o j O I I � (2)2x4 36"MIN HT � I (2)2x4 � 35'-5" � GUARD � 1 HEADER 2-6 .N � � HEADER � � I � � . CMA � �i �N T.O.W.AT I � - f • � � n- O 2-6 � r, � 7-0 ABOVE � ^ � � ' � �� MASTER SUITE Y � a i � �,,� + � LANDING I � � I , i� 1 ^ c� (195 SQ.FT.) �'� � I ��'' 1 � �- o �' 2-6 � u� � � � � � � �t �3S° � a' I N:� I I (2)2x4 � N h I HEADER �"r==� "� � � � � � �N W ' CCES9u �� - 10=11�2" � � N i v� 2�� ` I 29x54"SH WINDOW 29x54"SH WINDOW I F N j 8 rn O � � o j (2)2x8 � j BOTTOM AT 6'A.F.F � BOTTOM AT 6'A.F.F j � I � V ANEL p°j O � f HEADER cv � � � cv I 2-0 II II� � N^ I \ � 2-4 S L I D I N G � q V c/� a �I N � N I N BARN DR „ ' � O � � • N � � 2,_5�2 �' �'�'� 2-3 �, � � N � 2nd STORY BARN ATTIC � N (2)2x4� — f- .N F I N � � HEADER GUEST SUITE V o ^ I � � � 2-6 (i38 SQ.FT.) ?d., ^ � j I OI ' Q N I � .� � O M (FINAL BATH ° cn� � i �- i 30"MIN � LAYOUT TBD) . N }4". i . H CLEAR � �O � F- 2-6 � °N . � � � I I � I � T CENTER � v "� �`� O "r�i 60W EQUIV MIN � I � v I � 50 C MIN o �.0 2_6 V `° LT FIXTURE � � N=° � � � I � VENT FA � O �„ 2,3 50 CFM MIN � � N � � � � N � VENT FAN � ^ � I , i � `, ^� OFFICE/DEN i ^ � � � I WfiLK IN N BENCH , (119 SQ.FT.) 1 o j CL�SET � � -4 CKT D � I � "' I F- 6-2� I � EXISTWG j " Y /2 I � BARN DOOR � � 2x4�ALLS � V o 2-0 � e � I j � 16"oc(TYP) (2)2x10 � ;� \ � � � I � o HEADER `" '- " O � I � DN I j 5'-10�2„ �. � I � �' � I I � 4�� 10'-0" LlNEN o o j � � � i I I B f CBNT 5'-0" � ' I � I I � �---------------------- ------------------------------------------------------------------------------' � ---(2)2x4 2 2x4 EADER I 8 �- -- ---------- t1E9QF.R------------- ----- ---------------------------��-- -------- -------- ----� EXISTING 12"OVERHANG 16 o�(TYP) EXISTING&NEW � �` 36'-1" A ROOF OVERHANG B C � 5A 5A 5q 5B �— 5'-0" - ,� 13=0�2„ _ . - 13,0�2„ � 5,�� -�, �XI S Tl NG - __ _ _ ,. _ 36�-,�� (1��'ER FL O O R PROPOSED � 944 SQ.FT UPPER FL U�R NOTE: DIMENSIONS MAY VARY. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL MEASUREMENTS PR/OR TO AND DURINGCONSTRUCTION. NOTIFYDESIGNENGINEER IMMEDIATELYOFANY/ALL DISCREPANCIES Exhausi Systems Fireplaces & Chlmne�s—Facfory Built CLOTHES DRYERS EXHAUST Chimneys for use with factory-built firepiaces shall complywith the Dryer exhaust systems shall be independent of all other systems, shall requirements of UL 127. convey the moisture to the outdoors and shatl terminate on the outside of �h�;puilding. Exhaust duct terminations shall be in accordance with the FACTORY-BUILT FIREPLACES '"""dryer manufacturer's installation instructions. Screens shall not be installed at the duct termination. Exhaust ducts shall not be connected General. Factory-built fireplaces shall be listed and labeled and shall be - with sheet-metal screws or fastening means which extend into the duct. installed in accordance with the conditions of the listing. Factory-built Exhaust ducts shall be equipped with a back draft damper. Ekhaust fireplaces shall be tested in accordance with UL 127. ducts shall be constructed of minimum 0.016-inch-thick (0.406 mm) rigid metal ducts, having smooth interior surfaces with joints running in the Hearth extensions. Hearth extensions of approved factory-built fireplaces direction of air flow. Flexible transition ducts used to connect the dryer shall be installed in accordance with the listing of the firepl��ce.The � ' to the exhaust duct system shall be limited to single lengths, not hearth extension shall be readily distinguishable from the surrounding to exceed 8 feet(2438 mm) in length and shall be listed and labeled in floor area. accordance with UL 2158A. Transition ducts shall not be concealed within construction. Unvented gas log heaters.An unvented gas log heater shall not be installed in a factory-built fireplace unless the fireplace system has been Exhaust duct size. The minimum diameter of the exhaust duct shall be specifically tested, listed and labeled for such use in accordance with UL as recommended by the manufacturer and shall be at least the diameter 127• of the appliance outlet. . EXTERIOR AIR SUPPLY The maximum length of a clothes dryer exhaust duct shall not exceed 25 - feet(7620 mm)from the dryer location to the wall or roof termination. Factory-built or masonry fireplaces shall be equipped with an exterior The maximum length of the duct shall be reduced 2.5 feet (762 mm)for air supply to assure proper fuel combustion unless the room each 45-degree (0.79 rad) bend and 5 feet (1524 mm)for each 90- is mechanically ventilated and controlled so that the indoor pressure is degree (1.6 rad) bend. The maximum length ofthe exhaust duct does not neutral or positive. . � , include the transition duct. • Exceptions: Where the make and model of the clothes dryer to Exterior combustion air ducts for factory-built fireplaces shall be a listed be installed is known and the manufacturer's installation instructions for component of the fireplace and shall be installed accordin� to such dryer are provided to the code enforcement official, the maximum the fireplace manufacturer's instructions. length of the exhaust duct, including any transition duct, shall be permitted to be in accordance with the dryer manufacturer's installation The exterior air intake shall be capable of providing all cornbustion air instructions. from the exterior of the dwelling or from spaces within the dwelling ventilated with outside air such as crawl or attic spaces. The exterior air " RANGE HOODS intake shall not be located within the garage or basement of the dwelling nor shall the air intake be locateb at an elevation higher than the firebox. Range hoods shall discharge to the outdoors through a single-wall duct. The exterior air intake shall be covered with a corrosion-resistant screen The duct serving the hood shall have a smooth interior surface, shall be of 1/4-inch (6.4 mm) mesh. airtight and shall be equipped with a back draft damper. Ducts serving range hoods shall] not terminate in an attic or crawl space or Unlisted combustion air ducts shall be installed with a minimum 1-inch areas inside the building. (25.4 mm)clearance to combustibles for all parts of the duct within 5 feet Exception: Where installed in accordance with the manufacturer's (1524 mm)of the duct outlet. installation instructions, and where mechanical or natural ventilation is otherwise provided, listed and labeled ductless range hoods shalt not be The combustion air passageway shall be a minimum of6 square inches required to discharge to the outdoors. (3870 mm2)and not more than 55 square inches (0.035 m2), except that combustion air systems for listed fireplaces shall be constructed MICROWAVE OVENS - according to the fireplace manufacturer's instructions. Installation of microwave oven over a cooking appliance.The installation The exterior air outlet is permitted to be located in the back or sides of of a listed and labeled cooking appliance or microwave oven over a listed the firebox chamber or within 24 inches (610 mm)of the firebox opening and labeled cooking appliance shall conform to the terms ofthe upper on or near the floor.The outlet shall be ctosable and designed to prevent appliance's listing and label and the manufacturer's burning material from dropping into concealed combustible spaces. installation instructions. NOTES: BY REVISION 4��°��" "=°,d,,,, CARRIAGE HOUSE RESIDENCE. RENOVATION 1. l T l S A Vl OLATI ON OF THE ty REV.2.0: 03/13/18 e��.�°'�F,OFESSlJNA� ��f��''�The seat & slgnature of the MECHAIVICAL VENT1LATION NEW YORK STATF� EDUCATI�N ,�� Q �, ��AS� .,�`�i�' �, deslgn professlonat In the #39 MURPHY LANE, SARATOGA SPRINGS, NY ANY PERSON�O 2A��R FO .;` c�,,� o S-• `�/�' •m,�' ��tltle btock Is to certlfy that BY: SOUTH ALLEY, LLC Recirculation of air. Exhaust air from bathrooms and toilet rooms shall � cHaNc TH/S DRA�tf NG uN— �° � '�iQ',�� y � - E �. • the constructlon docuMents not be recirculated within a residence or to another dwelling unit. t SS THEY ARE ACTI NG UN- `°��'� 4` � • ,,�+�`�.�' ,�Meet or exceed the New York o�R THE DIRECTION OF ,a .� ,.� F,,� �,-, EXISTING & NEW UPPER FLOOR PLAN A-2 L I C E NSED PROFESSI ONAL t r . � � : �tate Energy Conservatlon ENGI NEER. �'� �'` ' • � '�; ' } : :Code nnd the Resldentlat Code �� " W h e r e t o i l e t r o o m s a n d b a t h r o o m s a r e m e c h a n i c a l l y v e n t i l a t e d,t h e ,.�'`� --� • + � . , — JULY 28, 2015 S C A L E: 1 4 = 1 0 2. ONL Y THOSE DRA�M NCS BEAR- 4 '�.�� '� • • «nf New York State, / ventilation equipment shall be installed in accordance with this �Nc rHEF STAMP AND Sl GNA- �'`,.+, '; �►�":"� O ' '� section. Mechanical exhaust capacityof 50 cfm intermittent or 20 • REOEH°VE BEENNAPP��OVEo" ":�� ` '°'d eS'''�v� 085��'� � *w ENGINEERING AMERICA COMPANY cfm continuous eY rHE ENGI NEER. de'�s� TqT'"•••''�y�� T 76 WASHINGTON ST., SARATOGA SPRINGS, NY 1 Z866 (518)587-1340 3� ENG%N£RNG�AMERICA C0. �s�d�1/�t�i��01p�� `�� , TLY ��A� � `� Z O�� TONYA L. YASENCF�AK, P.E 15-0042 ..�:�: . „ i i i i i i i i i � i i i i i i i i i i i i i i i i i � i � i i i i i i � i � i „I� i � � -r'I� i �ii �1 i � � ,,} i � iil „I i 9 i „I i T'I i i w.��, il li i I H i N i i ►i i i N il h i il li i� A � h � il 1� h i il �i i i N i �i i i �i il A il li i � �i �I hj�il q i i N � h i i N M il �i � '"�.'� ,,�.:"'. i i � i i 9 i � i i i i i � i -nl i -r'I� i i �TI i ��'I� i ��TI i �'1 i 9 i i „I i�i „I i � i � „I � S T A I N E D W O O D G A B L E , i li i � h i h i i li i � h � r� i i +i i h !� i i h I h i i �i i i h i ri i � N i h i N i i b t h i +� i i q i N i � li i N il li i il DETAI�UNDER ROOF RAKE � i i i i i � � � i i i i i i i � �i � � � � � i i � i � i � � �i � I� iil h i hi � liii h il �� i �i i� h� �iii h(�� Nii liii h� �i�� 1i il h liiil h il A il liii h � Aii �i �i il 1i � ANDERSEN 400 SERIES 6"FlBERCEMENT TRlM � � � � � � � � � � � � � jT'I � � � �?'I � 9 I i � � � � � � ?'I � � � � � � 24x24"AWNING WINDOW � N i il �h i h � i N i i � i �i i �I �i � h i q il � h i i �i i i h i �� i i N �i h i +i i il h il h i �i i i �� I h i il N i h il N i il ARCHITECTURAL 4"FlBERCEMENT TRIM � � I � � � � � � � � � � � � � � � � i !� � �� T� � � �� i � � � � � i �� SHINGLES TBD i� �i i i �i i h i i li i i h i �i i I li i N li i h h i i �i i i N i +� � i I 1i i h i 1i i i h i +i i �i i i h N i N i �t i I �i i i 1 FIBERCEMENT BOARD&BATTEN � � � � � � � � � � � � � � � � � � � � � � � � � � �il �� VERTICAL SIDlNG i h i i +� i � i il �i Ti h i �i il +i i h i �i il +� i h i il �i i il h� �i i i +i il q ii N i i h il �q il +i i il h h i i �i i N il +i i il , i i i �'I i 9i i i i i i i i i �'I i �I i i i i i i � i iil � � i i i� i il �� iil q i hii �iii A il liiil li h i +i � H i hi � N i h i �ii � �i il h � +iii A i N i Aiil N �I hiil !i i 1i il l� iil 36"METAL ROOFING 6"FIBERCEMENT FRIEZE ALUMINUM FAClA ALUMiNUM FAClA 8"FINISHED ROOF RAKE � OVERHANG ALONG SIDES 12"ROOF OVERHANG 8"FIBERCEMENT CORNER BOARD 8"FlBERCEMENT CORNER • " FIBERCEMENT ANDERSEN 400 SER/ES OR WOOD BARN 24x24" AWN/NG W/NDOW 10"FIBERCEMENT FRIEZE STYLE SHUTTERS SIZED 4"FIBEF7CEMENT BOARD TR/M TO FIT OVER WfNDOWS VERTICAL BOARD&BATTEN ANDERSEN 400 SERIE FIBERCEMENT BOARD SIDING (2)28x54"CASEMENT WINDOW . i 1 D"FIBERCEMENT BOARD FR/EZE � 8"S1'AlNED WOOD BEAM OR 6"FIBERCEMENT TRIM � WHl1'E PAINTED FIBERCEMENT BOARD FIBERCEMENT 1 4"FIBERCEMENT TRIM FIBERCEMENT BOARD HORIZONTAL SIDING HORIZONTAL SIDING I 10"StA1NED WOOD OR WHITE PAINTED F/BERCEMENT FP BUMP OUT UNDER EAVE BOXED COLUMN 4"FIBERCEMENT 2"StONE/CONCRETE CAP TRIM AROUND BASEMENT 6-0 STOCKADE WINDOWS • 12"POST BASE W1TH FENCE 90 FlBERCEMENT . f STONE VENEER BASEBOARD RAISED LANDSCAPED PATIO (2)8"R/SERS GRADE AT ALLEY (NO FOUNDATION) GRADE 6"TO ALLEY GRADE T8D AND PROP.LINE GRADE GRADE AT HOUSE 6"(+/-) CARRIA GE HOUSE RESIDENCE GRADE AT HOUSE �� 6�-0� AT ALLEY 6"FOUNDATION REVEAL ABOVE ALLEY #39 MURPH`r'LANE s"ABOVE ALLEY aasEMEn►r SARATOGA SP,4INGS, NY BASEMENT � WINDOW GRADE AT ALLEY WINDOW 6"(+/-)FOUNDATION REVEAL � NOTEs: PROPOSED FRONT EL�'�/A TION 1) EtEVATIONS ARE FOR GENERAL REFERENCE ONLY L EFT EL E VA TION AND SHALL NOT BE SCALED FOR CONSTRUCTION uln4FrdSlONS. NOTES: 2) VERIFYFINAL SITE PLAN�FOR GRADING&FINAL ELEl,4^.TION HT 1) ELEVATIONS ARE FOR GENEf:�L REFERF_NCE ONLY • STAINED WOOD GABLE AND SHALL NOT BE SCALED FOR CONSTRUCTION DIMENSIONS. DETAIL UNDER ROOF R.4KE 2) VERIFY FINAL SITE PLAN FOk uRADING&FINAL ELEVATION HT ..rv^,�.�. _ -.:�:„- ANDERSEN 400 SER/ES i +i i h i h i � �i i h i �i i ri i h i �i i i h i h i i 1i i i l� i p i i 1i h i +i i i +� i N i h i i h i h i i �i i h i +t i i 2)28x54"CASEMENT i i i i i i i i i � i i i i i i i i i i i i T'I� i i i WINDOWS i �� il �h � l� ii pii h � hii N �I h i +� � h i � i � 1� i h � hi � �� li i lii � �N i h il Nii M i hii N i h i +iiii i i � � i � � � � � i � � � t � �li � � � � � i T') i � -nl i � � , i N i i l N i h i i N i i h i ei i i l� I h i 1i i i N i h i i N i � h � h i i +i i h i �i i � h � N i �� i h i b i i li i h i li i i � i i i i i � i i i i i � i i t i i i i i i i i i � 1� i i h � h i i �� i h � +i i i l l� i h i +� i h i h i i N i i h h i � 1i i N i �i i i A N i li i i h i h i �I li i h i +i i i l i i i i i i i i i i i i i t i i i i i i i i i i i T'f i i i i +iii A I hii li i h i diii ►i h i �iii h i hii +iii h i hii +i i N �ii � h h i �iii h hii +i i h i �iii I I I I I I I I, I 1 I I I I I 1 I i I 1 i I I I I I I I I �i � i A i h i i N i � i ii i i N i h i N i i h i h i i li i � i �h i i +i i h i +i i i h h t +i i i h h i i +i i h i �i i il � � � � i �� + � � i i i i � � i i i i i i i i i i i i ARCHITECTURAL i +i i i h i h i i +i i h i �� i � 1� � h i q i i h i h i i l� i h i h i i !� i �i i 1� i i A p i +i i i N il h i �� i h i N i i SHINGLES I I I I I I I I I I I I I I I I I I � I I I I I I I I � I i li i i A i h i i �i i h ai � �li i N i �i i i h i h i i +i i i N i h i � �i i �i � +i i h i h � �i i i h h i i �i i N � �i i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I i +i i 1i h i i N i i h i h i li � N i li i h i h i � li i i h i N i i �i i h i �i i i N i h i �� i t h i h i i N i h i �� i i I VERTICAL BOARD&BATTEN �,�„ i i � � i i t i i i i � i � i i i i i i i i i i � i i FIBERCEMENT SIDING 8"FIBERCEMENT TRIM VERTICAL BOARD&BATTEN i_ 1i i i h i h i i H i i h i +i i il �+� i q i +i i i h i h i � +i i i h i_ h i i__ �� h �� i I h i A i +� i il h � h i i l� i h N i STAINED WOOD BEAM FIBERCEMENT SIDING � 10"F18ERCEMENT FRIEZE � . ' ALUM/NUM FACIA - 6"ROOF OVERNANG 8"FIBERCEMENT CORNER AIVDERSEN 400 SERIES ' 24x24"AWNING WINDOW FIBERCEMENT 4"FIBERCEMENT TRIM 10"STAINED WOOD OR HORIZONTAL SIDING • FIBERCEMENT COLUMN 8"F18ERCEMENT CORNER ANDERSEN 400 SERIES ► 36x60"DH WINDOW HORIZONTAL FIBERCEMENT SIDING FP BU P OU 10"FIBERCEMENT FRIEZE CARPORT UNDER EAVES 6-0 STOCKADE FENCE 6"F18ERCEMENT TRIM 3`-4" 4"FIBERCEMENT TRIM RAISED LANDSCAPED PATIO ANDERSEN 400 SERIES GRADE 6"TO ALLEY (NO FOUNDATION) AND PROP.LINE GRADE TBD 36x60"DH WINDOW GRADE ' � AT ALLEY FP BUMP OUR UNDER EAVE 6'-0" —a� 10"FIBERCEMENT 10"FIBERCEMENT BASEBOARD 12"x48"PIER BASEBOARD WITH STONE VENEER FIBERCEMENT S101NG , � NOTES: RI GHT ELEVA TION �� ELEVATIONSAREFOR GENERAL REFERENCEONLY AND SHALL NOT BE SCALED FOR CONSTRUCTION DIMENSlONS. 2) VERlFY FINAL SlTE PLAN FOf2 GRADING&F1NAL ELEVATION HT TO HOUSE BASEMENT WINDOW " NOTES: BY REVISION �,�,�e'`'��' "rd�'ap� GRADE AT REAR YARD STONE PAT10 ��d o�EsseoN �� The Sea� & 5� nature of the C A R R I A G E H 0 U S E R E S I D E N C E R E N 0 VA TI 0 N (NOFOUNDATION) 1. 1 T lS A VIOLATION OF THE ty REV.2.0: 03/13/18 o��QQ` .••••�A '��t`�,�` ` design professlonat In the #39 MURPHY LANE, SARATOGA SPRINGS, NY NEW YORK STATE EDUCATI ON � • ''� ^'� LAW SECTION 7209 2 FOR � �,.Y�S�/', . ,�, NOTES: • ANYP RSON TO ALT�R OR e c�� Gt,''e•,�% �„title block Is to certify that BY: SOUTH ALLEY, LLC REAR ELEVA TION �HANG TH/ S DRAhI N �N- � � � � y- . � � �the construction docuMents 1) EtEVATIONS ARE FOR GENERAL REFERENCE ONLY �, • � � . � ' L SS HEY ARE ACTI NG UN— • � �n�y � '"" AND SHALL NOT BE SCALED FOR CONSTRUCTION DIMENSIONS. � ' � . �� rt��:"�; "► eet or exceed the New York PROPOSED N EW ELEVATI ON S A—3 D R THE DI RECTI ON OF A � V w'� r "a � • ?;"�tate-°Energy Conservatlon 2) VERIFY FINAL SITE PLAN FOR GRADING&FINAL ELEVATION HT L 1 CENSED PROFESSI ONAL � �y�' Y �`�"��.� £NGl NEER. •,,,,• �,��`��,�;��'�-�°'� Code ond the Residential Code JULY 28 2015 � p � � �..��- � SCAL�: 1 /4" = 1 ' 0" 2. ONL Y TENOSSE DRAtM NGS BEAR— _�� ,,*� .�. .�_. � _,,,,,�,�;,,,_ „ � ,� �+..� ��„�* � .'"of New York State, � T RETOF THE MENG�NEERG�N i ��«�±;" �O� �� RED HAVE BEEN APPRO�EO �.�� •:.�e o� ENGINEERING AMERICA COMPANY BY THE ENON��RS �'jg��'9T��- r��`�� 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 3. COPYR/GHT ENG/N£ER/NG AMER/CA C0. ��s��s��se1' ;a,� � TONYA L. YASENCHAK, P.E. 15-0042 TLY � �t� � � 20�� i ; I � � Anchorage The wood sole piate at exterior walls on monolithic slabs and wood sill 36�-1"(FIELD VERIFYWITH EXISTING BUILDING) plate shall be anchored to the foundation with anchor bolts spaced a � maximum of 6 feet (1829 mm)on center. Anchor bolts shall also be , � 3�o� �� s�-6^ located within 12 inches(305 mm)from the ends of each plate section. � Anchor bolts shall be at least 1/2 inch (12.7 mm) in diameter and shall ' A FP BUMP OUT B D 5A UNDERROOFEAVE 5A 5A 5B extend a minimum 7 inches (178 mm) into masonry or concrete. ' Interior bearing wall sole plates on monolithic slab foundations .�—a�=� �� — �� —'' '� �� '—''—�' ''� shall be positively anchored with approved fasteners.A nut and washer °� : .—....._ .. ..—.. .. .. .. .. ..— .. .. . . shall be tightened on each bolt to the plate. IO O ( Sills and sole plates shall be protected against decay and termites. MURPHYLN 36x24" 36x24" � p LANDING I I BASEMENT 2-6 �'- ' o'�-. GRADE Q SASEMENT ""`� 'l" ►� WINDOW WINDOW m D L FJ ( Foundation Notes . i . � N '� � ( I � � ^ � � • I °' Concrete � 1/2"TYPE X GWB • `-�4 p v � 2x4 WALL �� UNDER STAIRS 1F 36x24" X p o 16 oc(TYP) � � ENCLOSED FOR 1. Basement walls and garage walls shall be minimum 3000 psi 5 VERTICAL REBAR- 12"oc M!N I ( 1 I BASEMENT WINDOW N= r, x o stren th BACKFILL _ . cp .., cv� STORAGE � ( 9 • 2. Basement floor slab shall be minimuln 2500 psi strength I z OG � " 3. Garage floor slab shall be minimum 3500 psi strength I I NEW 16x8��FOOTER BEAM � _� :� 4. All concrete shall be air entrained. Total air content(percent by ASPHALT SEALER 8"POURED WALL � ; ; (2500 MIN PSI) 24x24x12" 30x30x15" HANGER � •• —•• o 0 � ' } � i volume of concrete)shall be not less than 5/o or more than 7/o j � � W/i2J#4 REBAR POST PAD POST PAD �v� �. BELOW GRADE m BdTTOM AT 48"MIN BFG � � a ~ e�\ I (2)2x6 PT BEAM Surtace Drainage x 3 ADJ STEEL POST 3 STEEL POST BEAM v �-� 4x4 PT POST J = ,, POCKET cD� M � 8"CONCRETE SONOTUBE Surface drainage shall be diverted to a storrri sewer conveyance or other � I I � -- —='==� I #4 REBAR 48-72�oc � .o• o•• ••• � 4�-6" �� BOTTOM AT 48"MIN BFG approved point of col lection so as to not create a hazard. Lots sha II be w � � ' �o�-�^ graded so as to drain surtace water away froln foundation walls. The � BEAM POCKET � � rade awa �R,4vE� 4"CONCRETE SLAB � I I g y from foundation walls shall fall a minimum of 6 inches (152 M/N 250o PSl CONCRETE o 7�3%2" 7=2" 5�9" 5�-9%2� i mm)within the first 10 feet (3048 mm). Exception: Where lot lines,walls, �' I slopes or other physical barriers prohibit 6 inches(152 mm)of fall within u��, ( I (4) 13/4�x�� t/4° 10 feet(3048 mm) drains or swales shall be provided to 0 o N : • 36x2d° MICROLLAM BEAM ; ' ensure drainage away from the structure. VAPOR RETARDER(4-6 MIL POLY) � . BASEMENT WINDOW . , ' 4"PVC FOOTER DRAIN IS REQUIRED BETWEEN CONCRETE N O I UNFINISHED ( � (1) CAR CARPORT �' � AND SUBGRADE WITH JOINTS • BASEMENT ' � REMOVE EXISTING � Footings ' 16x8"FOOTER OVERLAPPED MIN 6" ' ' 8"POURED WALL , � FW� ' SLAB FOR CARPORT 2)#4 REBAR I I (3000 MIN PSI 4' CONCRETE SLAB + a � a� (2500 MIN PSI) � N 1. Footings shall be supported on undisturbed natural soils or ' 2500 M1N PSl �� engineered fill I Foundation Defail �` �— �`� " 2. Minimum depth.All exterior footings and foundation systems I I � 8"CMU FILL IN EXISTING o shall extend below the frost line. , FW-1 N.r.s. � o WALL OPENING 3. All exterior footin s shall be laced at least 12 inches 305 mm r- U X Q ' c� I I N�o N� I below the undistu bed ground. ( ) i NOTE: THIS DETAIL DEPlCTS A FOUNDATION SECTION � � 12"#4 REBAR TlE IN � I 12x1 "SQ. CONCRETE PIER ! WHICH INCLUDES THE VERTICAL REBAR SIZE&SPACING : TO EXISTING FOUNDATION 9�_�� 3000 MIN FS! FOUl1d8t1011 WeIIS � NOTED BY 7HE CONTRACTOR TO HAVE BEEN INSTALLED. I DRlLL&EPDXY AT EVERY COURSE BOT OM AT 48"MIN BFG I EACO. & TONYA YASENCHAK,PE WAS NOT RETAINED OR CONTACTED To OBSERVE THE FOUNDATION INSTALLATION. � �•---•• •• ••— •• •• •• •• •• •• •• •• �� 1. Vertical reinforcement shall be Grade 60 minimum.The distance I THIS FOUNDATION DETAIL MEETS OR EXCEEDS THE � from the face of the soil side of the wall to the center of vertical ' MfNIMUMCODEREQU/REMENTSOt/TLINEDINTHE '••••••••••••••••••••••••• •• RESIDENTIAL CODE OF NYS. �'' ''—''— '' '' ''—''— '' •• •• reinforcement shall be at least 6.75 ihches. 'r.•:.t.•.•.�.�.•.•:.•.•.•.•:.•.•:.•.•.�:.•.•.t•.•,•i f.•:.i.•:::.•.•::.•.•.:•.•.•:.•.•:.•::.t•.•.•i � Columns ; .... .�..... ....�...i , EXISTING WALL G'.'.'�':.•.'.•: ...:�.'.'.I {�,� . l'.•.'I':.'.'.'. '.'.'::I.•.'J &SLAB TO BE REMOVED I,';,'�T.�.' -----=r�=1�.�I D �A �._:•:.•_ ________,_;_; � 5B Steel column protection. All surtaces(inside and outside)of steel � -- 5A columns shall be given a shop coat of rust-inhibitive paint, except for .. ............. � corrosion-resistant steel and steel treated with coatings to provide , B corrosion resistance. 5A •-- 2s�-o~(+iJ�FiE�p vERiF� Structural requirements. 1. The columns shall be restrained to prevent tateral displacement ' at the bottom end. FO UNDA TION PLAN 2. Wood columns shall not be less in nominal size than 4 inches ; by 4 inches (102 mm by 102 mm) i 3. Steel columns shall not be less than 3-inch-diameter(76 mm) ; standard pipe or equivalent. I NOTE: DIMENS/ONS MAY VARY. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL MEASUREMENTS PRIOR TO AND Fo[rndafion Draina e/ DURING CONSTRUCTION. NOTIFY DESIGN ENGINEER g ---� lMMEDIATELYOFANY/ALL DISCREPANCIES Damppoofing , . Foundation Drainage ' Concrete or masonry foundations. Drains shall be provided around all � concrete or masonry foundations that retain earth and enclose habitable � �,.�� or usable spaces located below grade. Drainage tiles, gravel or crushed ""'"'*��""` stone drains, or perforated pipe shall be installed at or below the area to � be protected and shall discharge by gravity or mechanical means into an approved drainage system. Gravel or crushed stone drains ; shall extend at least 1 foot(305 mm) beyond the outside edge of the footing and 6 inches(153 mm) above the top of the footing and be covered with an approved filter membrane material.The top of open ; joints of drain tiles shall be protected with strips of building paper, and � ' the drainage tiles or perforated pipe shall be placed on a minimum of 2 inches (51 mm)of washed gravel or crushed rock at least one sieye size larger than the tile joint opening or perforation and covered with not less j than 6 inches (153 mm)of the same material. ,' Foundation Dampproofing Concrete and masonry foundation dampproofing. Foundation walls that retain earth and enclose habitable or usable spaces located below grade � shall be dampproofed from the top of the footing to the finished grade. Masonry walls shall have not less than 3/8 inch (9.5 mm) Portland cement parging applied to the exterior of the wall. The parging shall be , dampproofed with a bituminous coating, 3 pounds per square yard (1.63 j � • kg/m2)of acrylic modified cement, 1/8-inch (3.2 mm)coat of surface- � bonding mortar complying with ASTM C 887 or be waterproofed with a i membrane extending from the top of the footing to the finished grade. The membrane shall consist of 2-ply hot-mopped felts,55 pound(25 kg) roll roofing,6-mil {0.15 mm) polyvinyl chloride, 6-mil (0.15 mm) polyethylene or 40-mil (1 mm) polymer-modified asphalt.The joints in the membrane shall be lapped and sealed with an adhesive compatible with the waterproofing membrane. « Concrete walls shall be dampproofed by app�ying any one of the above � listed dampproofing materials or be waterproofed with a membrane extending from the top of the footing to the finished grade.The membrane shall consist of 2-ply hot-mopped felts, 55 pound (25 kg)roll roofing,6-mil (0.15 mm)polyvinyl chloride, 6-mil (0.15 mm} polyethylene or 40-mil (1 mm) polymer-modified asphalt.The joints in the membrane shall be lapped and sealed with an adhesive bompatible with the waterproofing membrane. � i =¢��;,��a.,.,,,.,��r i NorEs: BY REVISION ��4�=�' �� A � �� , CARRIAGE HOUSE RESIDENCE RENOVATION � 1. I T 1 S A VI oLATI ON OF THE ty REV.2.0: 03�13�18 �� e�'�� IAS��'C��! �`�'oThe seal & slgnature of the NEW YDRK STATE EDUCATI ON „� �;��.�- ��y, . ; �leslgvt professlonal In the #39 MURPHY LANE, SARATOGA SPRINGS, NY , L AW SECTI ON 7209-2 FOR .,; � . , . . ANY P RSON TO AL T�R OR � � . _ ` ,- 9 . � �Itle block Is to certlfy that BY: SOUTH ALLEY, LLC CHANG TN/S DRAVN N UN— ,�'Q `�,�� ' �'' c� the constructlon docuMents L SS HEY ARE ACTI NG UN— `' �'�"i «�"�$ ' � ; ��eet or exceed the New York o�R THE Dl RECn oN or ,a �: •,��'�� ' � FOUNDATION PLAN, DETAIL 8c NOTES A-4 ��'`� •- • '°'�tate Ener Conservatlon L l CENSED PROFESS! ONAL �- . ..�,, 3' '�"�''� ��'��. 9Y" i ENGI NEER. ~� 1— ��+ � `�' • • �" �'bde and the Resldentlal Code � ,�.� ,��.;� ►� � �� .:� ,�fi�:�� ; JULY 28, 2015 SCALE: 1 /4 = 1 0 2. ONL Y TNOSE DRA{M NGS BEAR— ,. �, '�� FRro �f New York State, l NG TH S TEAMP AND SI GNA— �'� �°' c.� �' �8� •' ��" REDENA� TBEENNAPPROVEDN ��'�+'o �`�T'�°"°'` y° *' ENGINEERING AMERICA :COMPANY BY THE �Nc�NEER. �'�'��j��o� ��,,��'� 76 WASHINGTON ST., SARATOGA SPRINGS, NY �2866 (518)587-1340 3. COPYR/GHT (�� 20�5 � y�'��" TONYA L. YASENCHAK, P.E. 15-0042 TLY ENGlNE'ER/NG`"AMERICA C0. �� 2�� . _ _ _ _ __ _. _ _ _-- - _ _ _ - _ . _ __ _ _ _ ___ _ _ — _ _ _ _ _ ._ _ _ _ . _ ATTIC TRUSSES-24"oc . DESIGNED TO NYS CODES AND �2 50#SNOW LOAD(DESIGN PER ASCE7) 8 v► (SHOWN SCHEMATICALL� ATTIC TRUSSES-24"oc (WEB&BRACING PER MANUFACTURER) DESIGNED TO NYS CODES AND ., �2 50#SNOW LOAD(DESIGN PER ASCE7) DESIGNEDT O NYS CODES AND ..,.�•;�:�~ (SHOWN SCHEMATICALLI� 8 v' �2 50#SNOW LOAD(DESIGPJ PER ASCE7) (WEB&BRACING PER MANUFACTURER) � (SHOWN SCHEMATICALLY) 8 (WEB&BRAC/NG PER MANUFACrURER) STORAGE ATTIC ►CE&WATER SHIELD ALONG ROOFUNE STORAGE ATTIC 10E& WATER SHIELD 4/12 INT PITCH(MIN) ALONG ROOFLINE ICE 6 WATER SHIELD ' AL(7NG ROOFLINE 2x4 WALLS NON-LOAD BEARING 16"oc(TYP) � 2'-D" (NON-BEARING) 2x4 WALLS 1'-0"TO 16'oc(TYP) � 2,_ „ � 2x4 WALLS R-38 FG INSUL IN CEILING - T APOR NON BEARING WI N V BARRIER = FINISHED „� ( ) ' 16"oc(TYP) � 2: „ � ON WARM SlDE OF CEILING , � 36" 1 HT - EARING � GUEST GUEST SUI TE HALL M N DRIP EDGE . � i � BATH GUARD ' 1-0 TO � (NON 8 ) , ^ 4 FINISHED '' _ 5�_p1 � 12'-7� " 7'-0" 2x6 WALL = � ^ j DRIP EDGE � 1 0 TO �2 �2 16 oc(TYP) Z � OFFICE/DEN CLOSET HALL W/D � � � � � DRIP EDGE e . WALK IN MASTER � FINISHED � � BATH MASTER SUITE � o � � Z CLOSET NEW(4) 1 3/4"x 9 1/4" FIRE STOP FJ , „ �"' j , „ �_ �, � 2x6 WALLS � � 3-8 , 1 M 1 Z , „ 34 M I C R O L L A M B E A M - � 5-9 3-�1� � „ . EVERY 10-0 MAX 11 10 �2 2 � >< � 6 oc TYP 2 1 ( ) 2x6 WALLS O . ,I I M (FINISHAS EXT WALL) „ :p� � k 8'-3 3=4" 13-1 � FIRE STOP�J 7 16'oc TYP � � 2x10 FJ-16 oc 2x10 FJ-16"oc a I O ( ) 3=4" Q EVERY 10-0 MAX I � FIRE STOP FJ Q. � ._. 16'-6" BLOCK�J .N 2x10 FJ-16'bc 2x10 FJ-16"oc � Q E ERY 10-0 MAX \ I 2x10 FJ-16"oc 17'-0" OVER WALL � � � 2x10 FJ-16"oc R-30 FG lNSUL IN FJ 8'-3" M W8x18 STEEL BEAM W1TH � o BLOCK FJ OVER BEAM WITH VAPOR BARRIER ON � 2x6 WALL 13'-1" - � I WARM SIDE OF FLOOR �. 16'oc(TYP) 2x TOP PLATE I "� _. W8x18 STEEL BEAM WITH 13=1„ `� ENTRY AREA i - 2X roP P�a rE , � -o�', �36"MIN H + � 4"MAX STEP GUARD � ; I � CARPORT LANDING � "' KITCHEN GREAT ROOM ' �- NON-ALUMINUM � � 36"ISLAND TBD � ` THRU FLASHING REQ o � � KlTCHEN 36"isc,arv�re� GREAT ROOM 2x6 PT LEDGER W/DTT2x TIE M � PATIO 5/4"T&G DECKING �q 4'-7" 25'-3" � 2x6 PT DJ-16"oc 9=0" 16'-3" 6'-0" —� (2)2x6 PT BEAM FLAT FRAME 2x4 WALL i (2)8"RISERS PATIO WITH NO 9 0 25'3" �6'-3" GRADE TO SLOPE 2" SIMPSON BCS POST CAP 2x10 FJ-16"oc � UNDER FOUNDATION OR AWAY FROM HOUSE ALONG STAIRS WITH APPROX. BLOCK FJ OVER BEAM 4x4 PT POST 1 1/2"RIGID FOAM INSUL(R-10) OVERHANG ATTACHMENT TO HOUSE APPROX. SIMPSON ?x4 WALL DIMENSION „ � DIMENSlON BLOCK FJ OVER BEAM SIMPSON PBS BASE LUS NAN E 16 oc(TYP) 2x10 FJ-16 oc 2x10 FJ-16"oc 1 2x6 PT SILL W/SEALER 1 GRADE SLOPED APPROX.GRADE • 2x10 FJ-16'oc 2x10 FJ-16 oc o OR TERRACED TBD � ^ (FINAL GRADE TBDJ � (4) 13/4"x 11 1/4" o 8 CONCRETE SONOTt1BE + � MICROLLAM BEAM �;, (4) 13/4"x 11 1/4" 8077'OM AT 48"M/N < i STAIRS NEW 8 BLOCK WALL MICROLLAM BEAM BELOW FINAL GRADE o °p �D „ TO FILL IN OPENING UNFINISHED , UNFINISHED APPROX.GRADE 8 POUREO WALL BASEMENT d' � °p 3'-4" (3000 M1N PSI) 2x4 WALL WlTH R-11 INSUL NOTE: ALL FASTENERS USED IN � (VAPOR BARRIER ON WARM SIDE) BASEMENT � 8"POURED WALL 2x4 WALL WITH R-11 INSUL � CONNECTION WITH PT LUMBER 3-2�4" co SHALL BE STAINLESS STEEL OR (3000 MIN PSI) (VAPOR BARRIER OP1 WARM SIDE) % 8"POURED WALL RATED FOR SUCH USE SPECIFICALLY 16x8"FOOTER (3000 MIN PSI) 8Y MANUFACTURER (3000 M/N PSI) W/(2)#4 REBAR 26'-2" • • • • BOTTOM AT 48"MIN BFG 16x8"FOOTER 26,2� (3000 MIN PSI) 16x8"FOOTER PR OPO SED W/(2)#4 REBAR (3000 MIN PSI) • • • • BOTTOM AT 48"MIN BFG W/(2)#4 REBAR • • • • BOTTOM AT 48"M1N 8FG SECTION �-C PROPOSEC�� SECTION B-�� PROPOSED NOTE: DIMENSlONS MAY VARY. CONTRACTOR IS RESPONSIBLE SEC TION A�A FOR FIELD VER/FYING ALL MEASUREMENTS PRIOR TO AND DURING CONSTRUCTION. NOTIFY DESIGN ENGINEER IMMEDlATELY OF ANY/ALL DISCREPANCIES NOTE: DIMENSIONS MAY VARY. CONTRACTGR!S RESPONSIBLE ��. FOR FIELO VERIFYING ALL MEASUREMENTS PRIOR TO AND NOTE� DIMENSIONS MAY VARY. CONTRACTOR IS RESPONSIBLE DURlNG CONSTRUCTION. NOTIFY DESIGN Eh'GWEER FOR FIELD VERIFYING ALL MEASUREMENTS PRIOR TO AND IMMEDIATELYOFANY/ALL DISCREPANCIES DURING CONSTRUCTION. NOTIFY DESIGN ENGINEER IMMEDIATELYOFANY/ALL DISCREPANCIES F ..� NOTES BY REVISION ;��.��.;,�a;�,��,f� ;.. CARRIAGE HOUSE RESIDENCE RENOVATION 1. ! T l S A VI OLATI ON OF TNE ty REV.2.0: 03/13/18 .��"t c��' ��e��e�As't �jj� d� The seal & signature of the NEW YORK STATE EDUCATI ON �• �,w ��5��,b,�•�,, �, deslgn professlonnl In the #39 MURPHY LANE, SARATOGA SPRINGS, NY . LAW SECTI ON 7209 2 FOR . t� . � i"• � %tltle block Is to certif that BY: SOUTH ALLEY LLC ANY PERSON TO AL T�R OR � c�~a� �� G';�'�"° �: %'the constructlon docur�ents � CHANGE THIS DRAlMN uN- ��,�.� � : ,�..� � SECTIONS & DETAILS A-5A LES S THEY ARE ACTI NG UN— �'�`~ e" {� y '°';'� ) 4Meet or exceed the New York DER THE 0!RECTI ON OF A ��3�� ,r� . Ll CENSED PROFESSI ONAL �-=-�, �° f::, ; �$tnte Energy Conservation ENG!NEER. ��. ,,�-`,� • �� ; ' Code and the Residentinl Code JULY 28, 2015 —_-�='�'� 2. ONLY THOSE ORAtM NGS BEAR— ;_ ` ;,- ` �'``�} � ' �of New York State, SCALE: 1 /4�� _ � � �� . I NG TH� STAEMPE AND SI GNA— �� '�, �� .�ti�o 085�,�.�o� � ENGINEERING AMERICA COMPANY REDEH�V T BE NNAPPRO EDN �°'as t�j'�'••..•••'� y � 3. coPnz�y�N cl�zoRS � ��°�m��TE OF NE�,�+`�� 76 WASHINGTON ST., SARATOGA SPRINGS, NY �2866 (518)587-1340 • ENGIN£ERIN�AMER/CA CD. �y�8��9�A�w��' � TONYA L. YASENCHAK, P.E. 15-0042 TLY P,+� l�Q f{:� , �� ,� , 1 , - _ _ „ _ _ , -- . __- - _ _____ _ _ �, _ _ — --_-- -_— -- ---------- -- - -- i � I � I I i ', 30 YR FIBERGLASS SHINGLES ' 15#ROOFING FELT ATTIC TRUSSES-24 oc 5/8"CDX PLY OR ADVANTECH SHEATHlNG DES/GNED TO NYS CODES AND � �2 (SHOWN SCHEMA�CAIGN�ER ASCE7) RIDGE VENTS AT ALL RIDGES PROP-R VENT/BAFFLE REQ , AT SOFFIT&EAVES. $ � ' ' SHALL MAINTAIN OPENING ( EB 8 BRA 1 ER MANUFAC URE ) EQUAUGREATER TO VENT. SHALL EXTEND OVER THE ' TOP OF ATTIC/CEILING INSULATION ROOF TRUSSES-24"oc(TYP) ICE&WATER SHIELD REQ S TORA GE ATTI C (DESIGN BY OTHERS) GABLE END TRUSS ALONG ROOFLINE � SEE SECT/ONS FOR�OCATION ICE& WA7'ER SHIELD R38 MIN FIBERGLASS 1NSUL AT TOP PLAT ES, EALING REQ ATTI C IN CEILING AREA \ FIXTURES&OUTLET BOXES W/VAPOR BARRIER ON WARM SIDE ', H-CLIPS REQ 2x4 WALLS I ��Gwg ALUM FACIA 16 oc(TYP) f- 2�p^ R-21 MIN FG INSUL 1N 2x6 WALLS �ENTED SOFFIT FINISHED (NON-BEARING) 1'-0"TO ' DRIP EDGE FINISNED 2ND FLR VAPOR E3ARR/ER ON 2x6 EXT WALL-16 oc W�D CLOSE HANDRAIL STAIRS � GUEST GUEST SUITE °R�P E°�E WARM SIDE OF WALL 51DING TBD &GUARD REQ � BA TH AT 36"AFT 5�_0�2„ 12�_��2� 2x6 WALL , (2)2x10 FLUSH BEAM 16"oc(TYP) 3/4"T&G PLY OR 4' /2"PLY OR ADVANTECH SHEATHING 2,�1~ "'-ol, NOTE:(3)RISERS FROM HALLWAY LANDI NG ! ADVANTECH SHEATHING TYVEK/EQUAL REQ (GLUED&SCREWED) STAIRS: TO LANDING TO BE 7 7/16"(+/-) NEW(4) 13/4"x 9 1/4" FIRE STOP FJ CONTINUE R-21 FG lNSUL RISE:71s'%16" M/CROLLAM BEAM EVERY 10-0 MAX ��-�� RUN:9"WIrN LANDING (FINISH AS EXT WALL) �— IN FJ BOX WITH VAPOR BARR/ER 2x10 FJ-16"oc 2x10 FJ-16"oc I ON WARM SIDE 1 1/8"NOSE �2�2X6 � 3�_6� � � 2x6- 12"oc � � 2x10 FJ- 6"oc DOUBLE FJ BEA BLOCK FJ OVER WALL FIRE STOP FJ •� 16'-6" � EVERY 10-0 FIELD VERIFYH \ ' »�'�� PRIOR TO STAIR FAB " 2x6 LEDGER � M1N 1/2"GWB 2x6 WALL-16 oc(TYP) ^ 2x6 WALL SAME AS 2ND FLR) � WITH VAPOR BARR/ER ON � \ HEADROOM 16"oc(TYP) � 2x10 FJ-16"oc(TYP) ,�� `.x� Q � t �N WARM SIDE OF FLOOR �� \ � ENTRY AREA ; 1 ST FLR � DINING AREA � � MAIN HOUSE FLOOR 4"MAX STEP � HANDRAIL REQ CARPORT LANDlNG 2x10 FJ-16"oc(TYP) 34-36"AF NEW LANDING AT(1)STEP DN NON-ALUM/NUM 3'-6" THRU FLASHlNG REQ 3'-4" DC FJ 2x6-12 oc 2x6 PT LEDGER W/DTT2x TIE 8'-3" FIRE STOP FJ R-21 FG lNSULATION W FJ BOX OUT 5/4"T&G DECKING 4=7" —�� R-21 MIN IN FJ BOX OUT � EVERY 10-0 MAX WITH VAPOR BARRIER ON WARM SIDE ��p�� 2x6 PT DJ-16'oc LANDING (2)2x6 PT BEAM 2x10 J- 16"oc 2x6 PT SILL W/SEALER 8-6 GRADE TO SLOPE 2" � 2x4 WALL FLAT FRAMED � 2x4 WALL WITH NEW � APPROX. AWAY FROM HOUSE SIMPSON BCS POST CAP WITH 1 1/2"RIGID FOAM I 4x4 PT POST MIN i/2"GWB GRADE TBD 2-6 DOOR (2)2x10 � GRADE SIMPSON INSUL(R-10) SIMPSON PBS BASE LUS HANG R APPROX.GRADE F 2x4 WAL x4 WALL (FINAL GRADE TBD) 8"POURED WALL � � 16"oc 8"CONCRETE SONOTUBE + 16'oc(TYP) (3000 MIN PSI) '� BOT1-OM AT 48"M1N �- BASEMENT � � s"POURED WALL BELOVI�FINAL GRADE o � `O 2x4 WALL-24"oc WtTH R-11 FG INSUL FIELD VERIFY HT (3000 MIN PSQ � � � STAIRS 8"POURED WALL � (VAPOR BARRIER WARM SIDE PRIOR TO STAIR FAB (3000 MIN PSf) NOTE: ALL FASTENERS USED W � 3'-1" STAIRS: CONNECTION WITH PT LUMBER 3�"2�4� 3�-4� RISE:713/16" 4"CONCRETE SLAB M/N RUN:9"WlTH SHALL BE STAINLESS S7EEL OR 16x8"FOOTER w (2500 MIN PSI) (3000 MIN PSI) 1 1/8'NOSE NEW 16x8"FOOTER , � RATED FOR SUCN USE:PECIFlCALLY 16x8 FOOTER WITH(2)#4 REBAR -" W/(2)#4 REBAR BY MANUFACTURER (3000 MIN PSI) . W/(2)#4 REBAR � � • • • • BOTtOM AT 48"M/N BFG INT.PERIMETFF'DRAIN � � � 4"MIN PERF DRAIN ' TO SUMP, PUA•.P&PIT INGRAVEL TO PROPO�cD PRC)POSED SUMP PIT IN REAR YARD STAIR DE�AILS �ECTIC�N D-D TYPI CA L �O NV T R UC T IO N NOTE: Dl,'UENSIONS MAY VARY. COP'TRACTOR 1S RESPONSIBLE NOTE: DIti9E VSIONS MAY VARY. CONTRACTOR IS RESPONS/BLE FOR FIELD VERIFYING ALL MEASUREfNENTS PR10R TO AND FOR FlELD V�RlFYING ALL MEASUREMENTS PR/OR TO AND DURlNG CONSTRUCTION. NOTIFY DESIGN ENG/NEER DURlNG COP'STRUCTION. NOTIFY DESIGN ENGINEER � IMMEDIATELYOFANY/ALL DISCREPANCIES IMMEDIATELYOFANY/ALL DISCREPANC/ES � � I ; I FLOOR JOISTS , � i � � 1)LAYER 5/8"TYPE X GDW � • `-(1)LAYER , 5/8"TYPE X GDW ; :'s-� HOUSE SIDE R-21 FG INSUL GARAGE SIDE (1)LAYER� 1/Z"TYPE X CDW ' � 2x6 WOOD STUD 16 oc � i '. � • .!9 A R/.e�.:.�£` �'�. � NorEs: eY REVISION ��4��r�ss�a�f�`��, CARRIAGE HOUSE RESIDENCE RENOVATION 1. l T /S A Vl OLATI ON OF THE ty REV.2.�: 03/13/18 �� '.r��s��(`^�_ �� The seal & slgnature of the ' NEW YORK STATE EDUCAT!ON �,``w c� ,` `lASFj;,�, �-� �„design professlonal In the #39 MURPHY LANE, SARATOGA SPRINGS, NY LAW SECTION 7209 2 FOR �°' � � �- °� � � •�• ANY P RSON TO ACT�R oR � c.� ;�,�` �.r..,x..,.. 'i ;, - �:title b�ock Is to certify that BY: SOUTH ALLEY, LLC a � • x{ � � � "the constructlon docuMents CHANG TH/S DRA tM N UN— � � c Ess HEY ARE ACTI NG UN— " w ` � ` " � ' "�"' SECTIONS & DETAILS A-5B Gara e/House Wall , . � �, +�''� ,,; .Meet or exceed the New York G�/_ DER THE DI RECTi ON OF A � -'� � ,�};�'!' . ;,$tate Energy Conservatlon N.r.s. ENGENEER. PROFESSI ONAL .` ..�.-� _� �� >;�r��w � . . �ode and the Residentlal Code JULY 28 201`J SCALE: � /4�� _ � � �� "`��' "�='Y • � �of New York State, � . F 2. ONGyTH�STAMPAANDGSI cNAR :s'"0" %`�°�,'' �`'p. 085��0' � �•• TURE 0 THE ENGI NEER I N ' ''.� �. ••., . o�. � ENGINEERING AMERICA COMPANY RED HAVE BEEN APPROVED ''�" �°�� y R� 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 518 587-1340 ' 8Y THE ENGI NEER. '�B�j��T�Qg ��,�N�� 3� ENGIN£ER/NG"AMERICA C0. ��`4��A�^ �� .� TONYA L. YASENCHAK, P.E. 15-0042 �-Y � _ ---__ __ - . _--_ _ _ _ _ _ _ _ ___ . � EIAtlQG�IP' v��urEs, Tu�raou�r� �� . 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';.�� . � ��,��;��' GRASPIBILIIY ..��x�_ , � ��:��°�� 1'� ;�-�� `� V�QLIITE � �� ` � ,�;� -, . . .,: �, - � The triangular opening formed by the riser, �� ,� � ,.� �'*�� '4�,�� :�� tread and bottom rail of a guard af fhe open Open sides of stairs & guards must have ��'" � �` �' � � Lowest Tread side of a stairwa,y are permitted to be of intermediate rails or closures thaf do not .,�^��,`��"`�,.._,u� gk�} Starting Handrail such size that a G inch sphere cannot pass allow passage of a 4 inch sphere fhrough. - -- � - - HE Handrail Return N p Handrail Clearance Trianc�le S acing Balluster Spacing _ �� Handrail Start N.T.S. N.T.S. HB N.rs. HA N.r.s. ,�,ti��,�;�.�� y,. �� HF �,��-��.�.r .,�w"� .t��«'�"'� N.T.S. �,k,�i�,�yay;;}4�+• �� `y�}4 M,�;-: @ F .�y7 /y�� i ��g�'F;�'��tr�'��tll'��t, ..a�� ^, . ��titi��ti;i��lll�1f��+�, �� s �.;� ��,r��`��CqJ z�j i4i'�sSis�,t�t.k�(il r`�� 4 SI J�l��t,�,�'��'�$��►„�� t x'! ,;✓� �"� �Yz��`'��f.t"��,� ti�'ii'�r��+�� y4'A�?!IIC�j�j+Yr7y �yil"M4. �id' �»+�f ' +,�,t� k .� . . F � 'w�.`Y��{�t{��I��F�'��' a r ��' ��a,i}��ii�k`� S . ;,a+� ��i� . � . . .. ``�"�' ry�y �"I+�YF �� 7!�� '"a. � .. �5 �': ��.. aa�,�nn.o,�,.;�,rxc,«yF% �.�,'��f . I . A.. `� y��A��:�� }}' J�r�"� ��M � f �.., . . � � �4!�^�°'� , _t�� r.. Y' _� .e.�i�� ,��fy�� ; ��.� ��p�f.�,��ai�. rr��T �: w4 �� i} ,X �;�'�"'�yi'�"*.t�`"y ��`�3�� "9r'� '��S�; a" :`�rf,. . . . .. i i' . � ' .•'�� . ,,�. .� e •:i�"�-,; ;, � � l !:. �.. : ,. ��,� ,. ,.- �� ' ,, , , � ,,. � ��;;��;�} y �;�: . ��:t��Tlt�� ;�,, . f �, 41 �; :,::�'`� x ,� �;� �� . + : . �, : . �.� > �. ��,�� *�� .�,a ,�, ; w�-4—�. „� D AIL ''� '�; i ;I � ? , %f. � .� � � � � � , � �� {� �� , �:� � � �. �i , � ��-� HAN R :� � : , �AL(��f�Y �� ,�.� � `�j°�e�� '�� . � � r �.�?w ^r . �; � �� , , �� , �� .'� �`��= � �� ; � _:� � � �� MIN 34" • ,�� !; � ��;�UAF�C��►IL �� ,� �i�`'� � "'�" ,,. � t',� a- ��6� � �n -kmw � � � � ` t��`�a"�� r ��,, s�� :.x,� IVIAX 38" ��,'( '�� '��I'�1�r�1 ��i"� �� x . , �` � , � � HANDRAILS � �r.�� Yh?� }� � ��.1 .� ; K _-- , ,, ,�� .�� f��l�� R�IL � � �w�� .��' 1� �� ; �y,�1 9a�v ' ;° � 3� ,a` IIEI�GI�T ��r�h��,�c � �3�� a.;� � ��i r � � ? ; ►C;� ! � i � .'! � `�tA�r{ �� '. '^ i + , k �S � ;� .�..;f�'� ` �@�»„ '�� y +� mr ��;. � �,i . � .. �. ��'. � �.�� ,�.`��. �' ;� ��3 � �� s = , �a� � . ` � � �� g� : *�p ' �� i 5 � �K�`*- . . 4 � � •� {�Gy}� A ,(' . . ,i�� Y� •e"+' . . _ �/y 7 . t'#�-�TM(�� .a ��;"S � e� _ .��b t� �±'� • i; .. . .M' �� `:�y'�'�6 '� �:.�� +G,a.:�:�� ,: �`��17� � Y'f � . € ,�.,�, . i �. . . €��.: . �i � '�" �,:�a� - � `� 3,i, ' �� ;;y. I s�t�;' ,�`� �S ;�� , .��,, 3 ; � � � �,a�` . . . ��,��^�� "��y��.� � . '�.�.�.' ��' .� . :�i. >� � �. ..�1� i�^"7 ,�� + ' ��■ �� M a:: . k`��`"ca` a'�s�' . �" .�� v°F� i�,t , . ��e'.E� ::.a�R,�. � � � ��.,."'r z{ `+`3'i�.� S d:. ! r,v�. n.+i,r`. /IyI//.'�� Handrails � _._...... � :,� �.*�I,��, � �,. ,s Y: .} -�.�� ;�r��k�, ��: � � ; x�.�� + !V � ..��j.� "g�n a,. *'^�.�, x�,,:n�E �t h,.�'c� $ag� c.6 .i� C 4 �.it" ,.+� ,��r'"' �-d rv.r.s. �IANDRAI�_ MUST BE CONTI�NU- -;� , � .,:�., �t � £ �. � r�'��= �x=� :�� , � . ,k �: x, ��t�� .�; �` , �``* � �,�, ,��c �� OUS FULL I_ENGTH OF STAIRS � � � � 3' `� f � � 4 �F�TdTAtL R��E ` ; ' ��` �,5�'��` � ' F�,.� _ � a .. � �r� �, `. .: . yAa� ,-�7^ Prbt'�,�G 4 f,�-. �}s°�� . � -.., -...� � .. . • �� ` • ,�� ,,,I . ��. � �di: ,��,.+ xo- h�� :�.�,n 3 t r .: a.�� i FROM f� POINT DIRECTLY � � � �� •�* �� F r:l } -�1�yt r�S r�a'''� ..�"'fi e� . ,y . .� �a+. k . � . . ` . . . i ,�, ��" x� � .a%3� ��.r S�f�ai�y��}� t��,fl`1*��'t�r��x,� �� r.�' � �.. � .,; �3`,�� '��.y�� a� �� . . BOVE THE TOP RISER TO A `� A � ��'� ; r.��2�u'� '�� y#,qs �K�. , ��)a,� - � '�';�,�*�'� r �; ( `-:a ^ � ��. v�, a+� tv4 � �t .�a x trn ,:� "�� .*7> �i�h�+� s� �,� !'q ra� �.. t q � 4:, ... ._._.__ r �� '� L i �, w � � � ��` � t � � �' a 8 '�,� 4 � POINT DIF�ECTLY ABOVE THE �' ,�,: ��,�� p��,� w��,��r��.��t� r�� >��:� �,,� .�N � �� .�: ,�,��r��, � HANDRAILS � � � {( y, �� . k�,1 �4��"�� t�;,'a> ,��,�; ��r nS� �s x x � �';' � � .� � �i 1 LOWEST RISER. HANDRAILS MAY BE INTERRUPTED � ��' ��>�� z ��:�'�fi �,�� rs3� �__ ,.,��,�t �` ��'. ' :� = ,°'x`'��`` � � .4 3� k S��" �H "� � � :� f }'rv°II .a�.� �r� �t�y,i�.,$;,'��E�F�:�i'�6�`�t i��,.'��,,�,t.�:�4�.��.2��. ,�. h `p'�3 �.'�. ��.i. ;� , � � �ry°��,.,�� y 3b �°3��c.'A G�4.v 4t t^w',:*'�y�.l",�' '�VI` {_ �'`tlx,�L3�,.,��,'M'� ��,�= r. Handrails shall be rovided on at least one side of each stairwa �cn - BY NEWELL POSTS AT TURNS `�� 'k=.� ' '�� t��'�' �°k �MMa?'�.� ' ,�� P Y �. �',�. �� .',�-� � . �� s � + �' � �, �� T'�`�"� �� ux� ��'iw�^ � �,,. s �y two or more risers. Handrail hei ht, measured above stair tread �"k`� '� "� ��`��j'�� '� � `�f�'�'�' f'� '��«�' �*tA�"� �" '" j '"�y` "` °``''� _�� : 9 ,` }`� ��_,�.�*'�� ,�;�R� wr .��y ,��.�•�, «L�. .,A�., . � ,��,,�,4 . � nosin s, shall be not less than 34 inches 864mm and not more -* ' , � y��t�'� �' 'k , � M��`�k�x � � ��r ' '` g � � 5 y �,: s'��w�sy„��vtx ,. � "4 x 'lG,s,v a. � t �i' .' . than 38 inches(965mm).All required handrails shall be continuous �=� ' � �,��°��!;�y��,��`��x '{��y,��'�E� �;,,.+��,r;.��"�"`x the fuil length of the stairs from a point directly above the top riser of , �� ;�h� w��w� �,�� `�� °� � f*�,� � ti��,{ 4�°Y ��: a flight to a point directly above the lowest riser of the flight. Ends � � �'"� �:�_��"°s ,_�'*`�� : :�� ,. �.F�. �� _� :�:r. w ��•. :�. '�,. ..:��;;..•�'-� , shall be returned or shall terminate in newel posts or safery terminals. Handrails adjacent to a wall shall have a space of not less � than 1-1/2 inches(38mm)between the wall and the handraiL _ MaX � MI11 H@IC��1 tS Handrail grip size.All required handrails shall be of one of the Hal1CI!"alI - 34��1171C1. - 38"I'1'iaX following types or provide equivalent graspability. . GUaI"C�1"a!I - 36��min. HF f-�andrails Must be Continuous Type 1. Handrails with a circular cross section shall have an outside N�_S A��OWab�@ Helg�1 tS diameter of at least 1-1/4 inches(32mm)and not greater than 2 inches(51mm).If the handrail is not circular it shall have a perimeter HC N.T.S. _�1�,��ension of at least 4 inches(102mm)and not greater than 6-1/4 inches(160mm)with a maximum cross section dimension of 2-1/4 inches(57mm). Type Il. Nandrails with a perimeter greater than 6-1/4 inches(60mm} shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of'/inch (19mm)measured vertically from the tallest portion of the profile and � achieve a depth of at least 5/16 inch (8mm)within 7/8 inch below the widest portion of the profile.This required depth shall continue for at least 3/8 inch (10mm)to a level that is not less than 1-3/4 inch (45mm)below the talfest portion of the profile. The minimum width of the handrail above the recess shall be 1-114 inches(32mm)to a maximum of 2-3/4 inche5(lOmm). Edges shall have a minimum radius of 0.01 inch (0.25mm) GUARDS � Guard opening limitations. Required guards on open sides of stairv✓ays,raise floor areas, balconies and porches shall have intermediate rails or omamental closures that do not allow passage of a sphere 4 inches(102mm)or more in diameter. Exception: The triangular openings formed by the riser,tread and bottom rail of a . guard at the open side of a stairway are permitted to be of such a . � size that a sphere 6 inches(152mm)cannot pass through. � _:eF�+at�i;��tq,-., , � .. NOTES: BY REVISION �'��``� ��`�'�'s �� a��ssio�J,� � CARRIAGE HOUSE RESIDENCE RENOVATION 1. I T l S A V!OLATI ON OF THE ty REV.2.0: 03/13/18 �,�`� Q�.••'"''••�`F,� F'' The seal & slgnature of the NEW YORK STAT� EDUCATI ON �°x�p ,• YAS� � ',.deslgn professlonal In the 39 MURPHY LANE, SARATOGA SPRINGS, NY L AW SECTI ON 209 2 FOR .�.`' • �' � � # ANY P RSON Tp AL T�R OR r, � �'' 'tltle btock Is to certlf that � CHANG THi s ORA�tf NG uN— � `� �� '' y BY: SOUTH ALLEY LLC . , � � � � • Z � 1 • �'` 'the constructfon docur�ents L ESS HEy ARE ACTI NG UN— �` W • �-. F r %'`a iT�•� DER THE DI RECTI ON OF A = C�.,;r�' , �, ,��;�i �r�eet or exceed the New York StQlr & Handrail Details A-6 L I CENSED PROFESSI ONAL �* � �z�� ^'� State Energy Conservatlon ENGI NEER. �'""�€�' '��-� � Code and the Resldent(al Code �* �. � . � ., JULY 28, 2015 2. ONL Y THOSE DRAVN NGS BEAR— s f�"".� :�.� . Y p : tif New York State, I NG TH� �H MENG�N SRG�N �' �` �'Q:�O� o�5a�'o '��` ENGINEEI�ING AMERICA COMPANY TURE 0 f £E RED HAVE BEEN APPROVED 9"� `�e'.r ,1� '••••' y .,� B Y THE ENGI NEER. -� `" ''�' T 3 ENGlNEER/NG"AMERCA C0. ��9�,�f� OFlN��,,��,�� 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 �°'��, � 3 ZO�� TONYA L. YASENCHAK, P.E. 15-0042 TLY I , _ _ _ --- __ _ _ __ . _ ___ _ __ _ _ _. _ _ . _ _ _ ._ .. _ . _ _ . __ _ � �r DRERIOR OR BEARINC WALL IN 3� TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS OVERLAP DESCRIP710N OF BUILDING ELEMENTS No. dc TYPE OF SPACING OF FASTENERS F1081'NOf@S FASTENER a b c d Wall Construction Roof Notes �oi�t to sill or irder toe no(I 3-8d NORCH GREJ�TER THnN Identifrcation. Load-bearing dimension lumberfor joists, beams and �dentification. Load-bearing dimension lumber for studs, plates ROOF SHEATHING �" x s" aubfloor or ie9s to each joint, ta�e oo�i q �apleg8d_3/4 TME Pu�w�n � girders shail be identified by a grade mark of a lumber grading or • 2" subfloor to orst or irder, Dlind and face na�i 2-16d 16 CAGE(0.054 IN.) AND 1.5 IN. WIDE � • inspection agency that has been approved by an accreditation body that and headers shall be identified by a grade ma►ic of a lumber � soie iate to o;sc or blockin , ra�e na�i �sd �s" o.c. METAL TIE ACROSS AND TO FACH 1. Identification and grade.Wood structural panels shall conform to DOC To or soie iate to stud, end nail 2-16d SIDE OF THE NOTCH WRH 8-18d FASTEN TOGEIHER complies with DOC PS 20. ln lieu of a grade mark, a certificate of grading or inspection agency that has been approved by an r�w�s �ecH s�oe inspection issued by a lumber grading or inspection agency meeting the accreditation body that complies with DOC PS 20. (n lie PS 1, DOC PS 2 or, when manufactured in Canada, CSA 0437, st�d co Soie iate, toe na�i 3-8d or 2-16d W/ MIN (3) 10D NAIL � i Double studs, face nail tOd 24" o.c. PIPE and shall be identified by grade mark or certificate of inspection issued roa a,,�s EAM requirements of this section shall be accepted. �.� ou e op p a es, oce nm tOd 24' o.c. by an approved agency. Grade. Studs shall be a minimum No. 3;s7acidard or stud grade soie late to oist or blockin at broced wall anels 3-t6d 16" o.c. J OVER BEAU Decks.Where supported by attachment to an exterior wall, decks shall ooubie top plates, minlmum 48-inch offset of end �otntg, � �� , lumber. 2. Instal�ation.Wood structural panel used as roof sheathing shall be ta�e no�i in lapped o�ea 8-18d be positively anchored to the primary structure. Such attachment shall installed with joints staggered or non-staggered in accordance with Table eio�atn between 'oists or rafters to to iate, toe nail 3-8d not be accompfished by the use of toenails or nails subject to withdrawal. Top plate. Wood stud walls shall be capped with a double top R602.3(I), or EWA E30 for wood roof framing or with Table R804.3 for R�m •o�gt co to late toe no�i ad s' o.c. Where positive connection to the primary building structure cannot Iate installed to rov'tde overia in at comers and intersections steel roof framin ro iates, ia s ot ccmers anC intersections, ta�e nail 2-�oa k be verified during inspection, decks shall be self-supporting. p p pp g g' au�it-� �eoder, two �eces w�tn � 2' s acer �sd �s' o.c. aion ea�n �a e FlGURE R602.6.1 with bearing partitions, End joints in top plates shall be offset at co�tr��ea neaae�, two ieces tsd t6' o.c. olon each ed e TOP PLATE FRAMING T� ACCOMMODATE PIPING , � Bearing,The ends of each joist, beam or girder shall have not less than least 24 inches. ROOF VENTILATION Cei�in •o�st9 to iate, toe na�i a-ea ' 1.5 inches (38 mm)of bearing on wood or metal and not less than 3 contrr,�o�g neoaer to gtud toe naa a-ed � 1.Vent ctearance. Where eave or comice vents are Installed, insufation Ceilin 'oist, io s over art�t�or,s, fooe na�i 3-tOd � � inches(76 mm)on masonry or concrete except where supported on a 1 - Bottom (sole) plate. Studs shall have full bearing on a nominal 2 ceii�� oigt to arallel rafters ro�e noa 3-10d BEA PPROVED HANGER shall not block the free flow of air.A minimum of a 1-inch space shall be inch-by-4-inch (25.4 mm by 102 mm)ribbon strip and nailed to the by or larger plate or sill having a width at least equal to the width R�e� to iate, toe �o�i 2-�sd ', adjacent stud or by the use of approved joist hangers. of the studs. provided between the insulation and the roof sheathing at the location of �• brace to ea�h atud and plate, ta�e nail Z-ed e J TO 8 AM i the vent. z staPie9, �-3/4 Floor s stems.Joists framing from o osite sides over a bearin su ort �' x s' sheathing to each beaNng, raoe na�i 2-8d ,oP Pu,� ; Y pP 9 Pp 2 staples, 1-3/4 shall lap a minimum of 3 inches(76 mm)and shall be nailed together Drilling and notching studs. Any stud in an exterior wall or bearing INSULATION CLEARANCE partition may be cut or notched to a de�th not exceeding 25 �• x s" sheathing to each beaNng, fo�e �a�i 3 �a 2 s8dt_3 4 � with a minimum three 10d face nails.A wood or metal s lice with � P�e / strength equal to or greater than that provided by the naped lap is percent of its width. Studs in nonbearing partitions may be 1. Combustible insulation. Combustible insulation shall be separated a 2_ed ' permitted. notched to a depth not to exceed 40 percent of a single stud minimum of 3 inches from recessed lighting fixtures,fan motors and w�de� tno� �` x a' sheathing to each bearing, fa�e na�i 4 staples, �-3/4 width. Any stud may be bored or drilled, provided that the other heat-producing devices. eunt-u corner studs tOd 2a o.�. Joist framing. Joists framing into the side of a wood girder shall be diameter of the resulting hole is no greater than 40 percent of the Exception: When heat-producing devices are tisted for lesser Nati eoch layer as tonows: s"1D � dISt2I1Ce5,combustible insulation com I Itl Wlth th@ IlStltl Built-up gl�ders and heams, 2-inch lumber layers 10d 32� o.c. at top and bottom and supported by approved framing anchors or on ledger strips not less than stud width, the edge of the hole is no cioser than 5/8 inch to the p y g g staggered. Two nails at ends � eEA iN 2x2 nominal 2 inches by 2 inches(51 mmby5l mm). edge of the stud and the hole is not located in the 5ame section requirements shall be separated in accordance with the conditions and at eo�n splice. �o o� � J TO BEAM �DGER , � as a cut or notch. See Figures R602.6(I)and R602.6(2). stipulates in the listing. . z" lanks 2-t6d At each Dearin S/D N.IqN.70 EDGE ,' " Laferal restraint at supports.Joists shall be supported laterally at the R602.6.1 Drilling and notching of top plate. When piping or Raof �ane�s to ridge, �anay ar hip rofters: 4-16d e/e N.►a+.m mce o ends by full-depth solid blocking not less than 2 inches(51 mm)nominal 2. Recessed lighting fixtures installed m building thermal envelope shall toe nail 3-16d FLOOR JOIST FASTENING DETAILS_ i ductwork is placed in or partly in an exterior wall or interior load- meet the requirements of Section N1101.3. fa�e nail �� F� in thickness; or by attachment to a header, band.or rim joist, Of t0 811 Rafter ties to rafters, face 3-8d IX��23 P�� adjoining stud; or shall be otherwise provided with lateral support to bearing wall, necessitating cutting, drilling or notching of the top wooa gt�u�w�oi anel�, subfloor, roof ond wall sheathin co framin , and articleboard Wou sheath(n to framin ��o�TM revent rotation. plate by more than 50 percent of its width, a galvanized metal tie WOOD ROOF FRAMING � 5��6 _ ��2 'sd common �a�i (aubfloor, wan) � p 8d common nail (roof)+f s �2 9 of not less than 0.054 inch thick (16ga)and 11/2 inches wide shall , Bridging.Joists exceedin a nominal 2 b 12 shall be su rted laterall be fastened to each plate across and to each side of the opening 1. Identification. Load-bearing dimension lumber for rafters,trusses and �9 32 - � ad common na�i s �2• , 9 y PP� Y �1Cd common nail or 8d deformed ` by solid blocking, diagonal bridging(wood or metal), or a continuous 1 - with not less than eight 16d nails at each side or equivalent. See ceiling joists shall be identified by a grade mark of a lumber grading or �-�/e - �-��4 nail 8 �2 � � " inch-b 3-inch 25.4mm b 76 mm stri nailed across the bottom of FI ureRfi02.6.1. inspection agency that has been approved by an accreditatfon body that t ��2' regular eellulosic 1-1/Z galvanized roofing nail 6d ��e�"�0°ERC�AND �/3 '��/� Y- � Y ) P 9 joists perpendicular to joists at intervals not exceeding 8 feet(2438 mm}. complies with DOC 20. rbareoara sheathing common naa staple �s ya., 1-1/2 long 3 s '�P�`��•'�'S"'� NUST BE DOUBI[IND NO MORE TFVN 1W0 SUCCES7vE SNDS ARE OOUBlEO AND 50 1/2 atructurol cellulosic�t-1/2 gaNanized roofing nail Sd 3 6 ��yy11�� 0 NOTCHE ' WaII bl'c'�CIIIg. fiberboard sheathing common nail staple 16 ga., 1-1/2 long wcwm�w n�swe caoss PERMITTED � Drilling and notching. Structural floor members shall not be cut, bored or 2.Ceiling joist and rafter connections. Ceiling joists and rafters shall be , Zs 3z s�R,�n,roi cenubs�� -3 a �`"10N°F""°R N°"�"' nailed to each other in accordance with Tables R602.3 I , and the � / 9a�Qnized roofing nail 8d 3 6 �S71D N° � notched in excess of the limitations shown in the Fi UC@. �� : fiberboard sheathing common nail staple 16 ga., 1-3/4 long � ' g Panel'oints. All vertical 'oints of anel sheathin shall occur over FlcuRE Rsoz.ec>> D/6 MAX. D/6 A�AX. 1 1 P 9 assembly shall be nailed to the top wall plate in accordance with No�wc �r,� eoRm ►+o� u�ir,,nor,s Foe �Rioe wAus studs. Horizontal 'oints in braced wall anels shall occur over �/z" gypsum 1-1/2 galvanized roofing nail; AND BEARING WAILS Sawn lumber. Cuts notches and holes in sawn lumber shall not exceed � � Table R602.3(I). Ceiling joists shall be continuous or securely joined sd common na�i; staPie galvanfzed, 4 a , � aheathing �_��y Iang; 1-1/4 screws, Type W or S the limitations shown in the Figure_ Under no circumstances are girders blocking of a minimum of 1 /z inch thickness. where they meet over interior partitions and nailed to adjacent rafters to �ooR doisr - cErrrER cuTs or headers to be cut, notched or drilled without the consent of a licensed provide a continuous tie across the building when such joists are parallel s/a" gypaum 1-3/4 galvanized roofing na�i: � dd common nail; etaple galvanized, 4 8 professional engineer or architect. Exception: Blocking is not required behind horizontal joints where to the rafters. ene�n�ne �_s/a io�9; �-s/a $�r�We, Type w or s � permitted by the manufacturet's installation requirements for the woaa structural anels, combination subfloor underla ment to framin D/4 M�vc. , ' Engineered wood products. Cuts, notches and holes in engineered wood specific sheathing materiaL 3.Where ceiling joists are not parallel to rafters, sub-flooring or metal a a and less 6d deformed na�i or ad common no�i e �2 � products are not permitted unless the penetrations are in accordance straps attached to the ends of the rafters shall be installed in a mannerto � s - � _ea common nait or 8d deformed nail s t2 � 1-1 8 - 1-1 4 10d common nail or Sd deformed nail 6 12 Tov puns � � with the manufacturer's recommended specifications and standards for Connections. Braced wall anel sole lates shall be fastened to provide a continuous tie across the building, or rafters shall be tied to 1 - --1. , , P P ia SI: t iKh=2s.Mrun, t tootmJw.emm, tmie pa har-1.so9 wn/n � the application. the floor framing and top plates shall be connected to the inch by 4-inch (nominal)minimum-size crossties. a u�,�a,a,,,,,,ot�-�,,,�,,,e�a a��a,n�,Q,�pt rhero atherwbe stand.Naib uaed fa iraird a,a��«��n�mw�,�m avero�e bending yield shengths m foMows:&�I(551 A1 �fa shank�irnneter of 0.192'(20d comrtan na�),90ksi(620 Ilpa)oh shank�ianeters laga tlwn D/4 MAX. Fasfening. Floor framin shall be nailed as follows-'oist to sill or irder, framing above in accordance with Table R602.3(I). Sills shall be o.�4z a,c n�c a��n,�o.in,«a �oa�(�es uya�fa ehmk dmneters of 0.142'a�. � g � g : b.S�s ae 16 gage wiro czd Iwve o minimum 7/16 on Jianete�crown width. fastened to the foundation or slab.Where joists are perpendicular �.Ndls slwl be sp«xd ot not nwre Ihan 6•��«,ta a� rhae spma aro 48'a greata. FLOOR JOI5T - END CUTS toenail with 3-8d nails. Roof Coverinqs a.Fo�r-root-ey-a-root or 4-rMt-ny-s-faa ds�nd�oe�� aoy. s�,o to the braced wall lines above, blocking shall be provided under - � e.Spacing of fostenen not i�ck�ded in thfs tabk ahal be bosed on Table R602.3(1). Framin of o enin s. O enin s in floor framin shall be framed with a and in line with the braced wall panels. f.va r�«�:n�,9 n�.�a «a� uompn a g►eoca,ea a�am�a naas andi�u�a ror o��y.00a�a.00a�d�roo��n�y to eo�►,o� ' 9 P 9 P 9 9 Asphalt shingles.Asphalt shingles shall have self-sealing strips or r�,ry„nv„m��+s•��w„�b�a.�,, N mem roof haghtats mae Uwn 25 feet,up to 35 feet maxirtwm. r� �'�'�' ►�nx. o �oM ' heade�and trimmer joists.When the headerjoist span does not exceed be interlockin and com I with ASTM D 225 or D 3462 �F��^9 no�,y nm��a�a or �oom n a�ss,n�ta attxn�9 rood sttuctutd pmel roof aheaNdng to gable end vd frmdng ahol 6e apaced 6' sn,o o� suPPORr 4 feet (1219 mm�, the header joist may be a single member the same 9' P y on centa.when basic wind�:�ie greater� toomph,nds tor attaching panel roof aheathing to intertnedate siqpab and be apaced 6'o��ca ra s�e�.�.,o�e � � Wall Flrebloek Constnretinn m�,�+s'�istwice f�om nd�as,caves and gabk end wdls;and 4'on ceMer to gable end raM ftarning. size as the floor joist Single trimmer joists may be used to carry a single n.cy�m.��od,��c�,sMM to�siu c�s �na�na�a� �n��a�e tn«�orao�e.�n c��s3. t�reoaa�od,�y�eon�am to utu c 2oe. aro w.rm.m m�x ` , header joist that is located within 3 feet(914 mm)of the trimmer joist Fasteners. Fasteners for asphalt shingles shall be galvanized steel, � of faste�ers on fhor shwtAmg panel edqes appGes to panel edges upporhd by franong mem6ers md d d Hoor paimetera aJy.Spacin�of fastmera on Flreblocking requlred. Fireblocking shall ne provided to cut of all stainless steel aluminum or copper roofing nails, minimum 12 gage ��P�d cdgaa aFpGes to panel edges uppated Dy frarung manbe►s and at d roof plane paimetas.&ocking of roof or floa sheathngpand�9 �� D � ' bearing.When the header joist span exceeds 4 feet(1219 mm) concealed draft o enin s both vertical and horizontal and to form � �v��e�r��not be requked exc e p t at fntersection oi adjaent roof pbnee.Fba and roof p e r i meta shaM be s�p o r ted by frrnrdng cxc�ss a�rscert P 9 ( ) 0.105 inch shank with a minimum 3/8-inch diameter head ASTM F � the trimmerjoists and the header joist shall be doubled and of sufficient � � � '"�'�80��k"'9� �5R1DE°Ep"+ , an effective fire barrier between stories,and between a top story and 1667 of a len th to netrate throu h the roofin mate�lals a�d a 0/3 MAX. cross section to support the floor joists framing into the header. , 9 Pe 9 9 - the roof space. Fireblocking shall be providpd in wood-frame , Approved hangers shall be used for the headerjoist to trimmerjoist construction in the following tocations. , minimum o�/, inch into the roof sheathing.Where the roof sheathing connections when the header joist span exceeds 6 feet (1829 mm). Tail �. In concealed spaces of stud wails and partitions, including furred is less than /, inch (19.1 mm)thick, the fasteners shall penetrate �R/c�uNc �oisrs (so2.8) joists over 12 feet(3658 mm)long shall be supported at the header by spaces, at the ceiling and floor levels. Gonrealed horizontal furred through the sheathing. Fasteners shall comply with ASTM F 1667. framin anchors or on led er stri s not less than 2 inches b 2 inches � F"°`E�e�+"'�"'°"�°"""° 9 9 p Y spaces shall also be fireblocked at interval. not exceeding 10 feet �P��'��TMa T�o 51 mm b 51 mm Fineplaces 8 Chimneys-Factory Built �,n��,:µo►��,+w+,Wo ( Y )• (3048 mm). Batts or blankets of mineral or glass fiber shall be Aftachment.Asphalt shingles shall have the minimum number of S��,E��:��o� allowed as fireblocking in walls constructed using parallel rows of fasteners required by the manufacturer. For normal application, �� e�� D/3 MAX ; Fireblocking. Fireblocking shall be provided in wood-frame floor studs or staggered studs. asphalt shingles shall be secured to the roof with not less than four , Chimneys for use wi1h factory-built fireplaces shall comply with the �oF�„T�+„�„ � construction and floor-ceiling at intervals not exceeding 10 feet(3048 2.At all interconnections between concealcd v�tl��al and horizontal requirements of U� 27. -- ��.�-- fasteners per strip shingle or two fasteners per individual shingle. Fla,RE Rsos.e�,� mm). The fireblocking material shall consist of 2-inch (51 mm) spaces such as occur at soffits, drop ceilinc.,8C1CI'COVB CBIIIf1g5. NOTCHING AND BORED HOLE LIAIITATIONS FCrt EXTERIOR WALLS , Where the roof slope exceeds 20 units horizontal (20:12) SpeCIBI AND BEARING WALLS nominal lumber,or two thicknesses of 1-inch (25.4 mm)nominal lumber 3. In concealed spaces between stair stringers at the top and bottom � FACTORY-BU1LT FIRcPLACES : with broken lapjoints, or one thickness of 23/32-inch (19.8 mm)wood of the run. Enclosed spaces under stairs shall comply with Section methods of fastening are required. z w. MiN. �oM TOP AND BOTTOM OF JOIST (PE OR CONOUIT structural panels with joints backed by 23/-o-inch (19.8 mm)wood R314.8. General. Factory-built fireplaces shall be listed and labeled and shall be ' structural panels or one thickness of3/4-inch (19.1 mm)particleboard 4.At openings around vents,pipes and ducts at ceiling and floor Underlayment application. For roof slopes from two units vertical in . (Acn�A� oEPni) with joints backed by 3/4-inch (19.1 mm)particleboard, 1/2-inch (12.7 level,to resist the free passage of flame and products of 12 units horizontal (17-percent slope), up to four units vertical 12 installed in accordance with the conditions of the listing. Factory-built mm)gypsum board, or 1/4-inch (6.4 mm)cement-based millboard. Batts combustion. units horizontal (33-jpercent slope), underlayment shall be two layers fireplaces shall be tested in accordance with UL 127. FIGURE R502.8 or blankets of mineral wool or glass fiber installed in such a manner as to applied in the following manner.Apply a 19-inch strip of CUTTING, NOTCHING AND DRILLING be securely retained in place shall be permitted as an acceptable fire MateHals. Fireblocking shall consist of2-inch nominal lumber,or two uhderlayment felt parallel with and starting at the eaves,fastened Hearth extensions. Nearth extensions of approved factory-built fireplaces thicknesses of 1-inch nominal lumber with broken lapjoints,or one shall be installed in acCordance with the listing of the fireplace.The . block. Loose-fill insulation material shall not be used as a fire block sufficiently to hold in place. Starting at the eave, apply 36-inch-wide unless specifically tested in the form and manner intended for use thickness of 23/32-inch wood structural pansls with joints backed sheets of underla ment overla in successive sheets 19 inches hearth extension shatl be readily distinguishable from the surrounding . to demonstrate its abilit to remain in lace and to retard the s read of by 23/32-inch wood structural panels or one thickness of 3/4-inch y � pp g � floor area. y p p particleboard with joints backed by 3/4-inch particleboard, '� and fastened sufficiently to hold in place. For roof slopes of four units , fire and hot gases. inch gypsum board, or 1/4-inch cement-based millboard. Batts or - vertical in 12 units horizontal (33-percent slope) or greater, manner � Urnrented gas log heaters.An unvented gas log heater shall not be ° blankets of mineral wool or glass fiber Installed in such a manner as underlayment shall be applied shingle fashion, parallel to and installed in a factory-built fireplace unless the fireplace system has been to be securely retained in place shall be pe�mitted as an acceptable starting from the eave and lapped 2 inches,fastened sufficiently to � specifically tested, listed and labeled for such use in accordance with UL fire block.Loose-fill insulation material shall not be used as a fire hold in place. End laps shall be offset by 6 feet. 127 � block unless specifically tested in the form and manner intended for MI CROLLAM BEAM CON N ECTION DETAILS use 10 demonstrate its ability to remain in place and to retard Ice rotection.An ice barrier that consists of at leasf two la ers of the spread of fire and hot gases. P y ' EXTERIOR AIR SUPPLY � underlayment cemented together or of a self-adhering polymer MICROLLAM CONNECTION: A = MICROLLAM CONNECTION: D = MICROLLAM CONNECTION: G = � Unfaced flber /ass. Unfaced fiber lass batt insulation used as modified bitumen sheet, shall be used in lieu of normal underla ment N, ` `�'� N� ' 9 9 Y Factory-built or masonry fireplaces shall be equipped with an exterior �� Truss Notes fireblocking shall fill the entire cross section of the wall caviry to a and extend from the eave's edge to a point at least 24 inches inside air supply to assure p�oper fuel combustion unless the room � 2 ROWS 12d u » I 1:Tnrss design drawings.Truss design drawings,prepared in minimum height of 16 inches measured vertically.When the exterior wall line of the building. � conformance with Section R802.10.1,shall be provided to the code piping, conduit or similar obstructions are encountered,the insulation is mechanically ventilated and controlled so that the indoor pressure is NAILS � 12"oc 1/2 THRU BOLTS 1/2 TNRU BOLTS n�utral or positive. 3rd ROW REQ'D FOR 24"oc 12"oc enforcement official rior to installation.Truss des n drawin s shall shall be packed tightly around the obstruction. � P � g Flashin_q for asphalt shinqles. �4", 16", 18" BEAMS N N N ' include,at a minimum,the information specified below.Truss design -- ; d�awi�gs snau be p�ov�aea witn cne gn�Pme�c or tru�es deu�e�ed to me Exterior combustie�air ducts for factory-built fireplaces shall be a listed � � � �ob sae. Base and cap flashing. Base and cap flashing shall be Installed in component of the fireplace and shall be installed according to 1.51ope or depth,span and spacing. 8CC0('dBflCe WItII I118f1Uf8CtUf@C S IIlSt8II8tlOf1 If1StfUCt10I1S. B85A j 2.Locafion of all joints ' the fireplace manufacturer's instructions. s.Required bear�,g widms. flashing shall be of wither corrosion-resistant metal of minimum MICROLLAM CONNECTION: B MICROLLAM CONNECTION: E MICROLLAM CONNECTION: H a.�esgn ioads as aPPu�aaie. nominal 0.019-inch thickness or mineral surtace roll roofing weighing The exterior air intake shall be capable of providing all combustion air N N N ' • 4.1.Top chord Ilve load(including snow loads). e f11111If1lUfTt Of 77 ounds er 100 s uare feet. Ca flashin shall be + from the exterior of the dwellin or from s aces within the dwellin � � � � ' 4.2.Top chord dead(oad. p p 9 P g 9 P 9 � a.s.sottom cno�d i��e i�d. corrosion resistant metal of minimum nominal 0.019-inch thickness. ventilated with outsi�e air such as crawl or attic spaces.The exterior air 3 ROWS OF 12d 1/2" THRU BOLTS 1/2" THRU BOLTS a.a.soctom cnord dead ioaa. intake shall not be located within the garage or basement of the dwelling NAILS � 12"oc 12"oc 24"oc � 4.5.Concentrated loads and theirpoints of application. VBIIe S V8118 Imin s shall be installed in accordance with ' a.s.controiiir,g wi�d and eartnquake ioads. Y • Y � 9 ' � nor shall the ai�intake be located at an elevation higher than the firebox. s.nd��scme�ts�o i�mber a�a jo�nt�or,r,e�tor de5�9n�ai�e5 ror manufacturer's installation instructions before applying shingles. ' The exterior air intake shall be covered with a corrosion-resistant screen N N N �onaaior,s or�Se. Valley linings of the following types shall be permitted: of I/4inch(6.4 mm}mesh. � � � 6.Each reaction force and direction. 1. For o en valle valle linin ex osed lined with metal,the 7.Joint connector rype and descriptlon(e.g.,size,thickness or p Y� y g p � 9auge�and tne dimensionea iooac�on or ea�n joir,t valley lining shall be at least 24 inches wide and of any of the Unlisted combustion air ducts shall be insta11ed with a minimum 1-inch connectorexceptwheresymmeticallylocatedrelativeto MICROLLAM CONNECTION: F MICROLLAM CONNECTION: I me�o��t i�te�raoe. corrosion-resistant metals in Table R9. (25.4 mm)clearance to combustibles for all parts of the duct within 5 feet MICROLLAM CONNECTION: C N N N 8.Lumber size,species and grade for each member. Z. FO�OPell VeIIeyS,valley lining of two pfies of mineral surface roll � (1524 mm)of the duct ouUet. � : s.�onnection requirements for: roofing, complying with ASTM D 249, shall be permitted.The 3 ROWS OF 12d� „ � » ' � ' 9.1.Truss to truss girder. 1 2 THRU BOLTS 1 2 THRU BOLTS i sz.rti55 Piy co Piy. The com6ustion air passageway shall be a minimum of6 square inches NAILS � 12"oc � 24"oc / 12"oc s.s.�ieid sPu�es. (3870 mm2)and not more than 55 square inches(0.035 m2),except that �o.cai��iarea aene�t�on r�t�o ar,di�r maxim�m deso��pcp�to� combustion air systems for listed fireplaces shall be constructed i i�ve and�o�a�ioad. according to the fireplace manufacturer's instructions. N N N ; 11.Maximum axial compression forces in the truss members � � � _, , to enable the building designer to design the size, ' �o�n�t�or,5 a�a a��nora9e or�ne perr„a�e�t co�t�r,00�$ 'The exterior air outlet is permitted to be located in the back or sides of OFFSET FROM i lateral brecing.Forces shall be shown on the truss design SIDE TO SIDE draw�r,g or on guppiement�documents. the firebox chamber or within 24 inches (610 mm)of the firebox opening �2.Requirea pem,anent truss member wrao�,g iocation. on or near the floor.The outlet shall be closable and designed to prevent I, 2.bBsgn.wooa tNgseS 5nau ee ae5��a in a000rda�oe w�tn e�oePt�a burning material fram dropping into concealed combustible spaces. '� englneering practice.The desgn and manufacture of inetal plate i connected wood trusses shall comply with ANSI/TPI L I 3.8racing.Trusses shall be braced ta prevent rotation and provide lateral NOTES: BY REVISION �..s��•�°� �"�r»�,�, C A R R I A G E H 0 U S E R E S I D E N C E R E N 0 VA TI 0 N � stability in accordance with the requfrements specified in the conshuction 1. l T l S A VI OLATI ON OF THE ty R�/.2.�: 03/13/18 .,�``��' 6(�SS�� '�''!` The seal & 5lgnatuF^e of the documentsforthe building and on the individual truss design draw(ngs.In NE�f! YORK STATF,� EdDUCATI 0 ti'� QQ.� o.•••°•q� FAj �'� deslgn professlonal In the #39 MURPHY LANE, SARATOGA SPRINGS, �IY the absence of specific bracing requlrements,trusses shall be braced in LAW S�CTI ON 2 9 2 F0� a�� ,�' v AS!"�/�'•�`� �f�.tltte block Is to certlfy that BY• SOUTH ALLEY LLC accordance with ANSIffPI L - � ANy PE SON TD AL TE'R � O • � � °.o � h�=the constructlon docuMents � CHANGE THl S ORANI NG UN- ,� 4,� ;�Q� LESS T EY ARE ACTI NG UN- � � � • �>� �"Q'`�' ---�,� �r►eet or exceed the New York DRAWING NOTES & DETAILS A-7 4.AReratlons to tntsses.Truss members shall not be cut notched drilled DER TH Dl RE TI ON OF A w c' • `- �°''� � ' ' ' � � • � ��'A � • State Energy Conservatlon spliced or otherwise altered in any way without the approval of a . L I CENS D PR ESSI ONAL - W . � ,� .3 • i registered design professional.Alteretions resulting in the addition of load ENGI NEER. ', Ca �~�' k,� �'':_ ; �� Code nnd the Resldentlal Code JULY 28, 2�1�J � {e.g.,HVAC equipment,water heater)that exceeds the desgn load for ' E 2. ONL Y TNOS DRAVN NGS BEAR- � -��"',��:�'� �:"� o ` nf New York State, ', - th e truss sh a l l n o t b e ermitted without verification that the truss isl N G T HE T A A-l P A N D $l 6 N A- capable of supporting such additional loading. TURE O F �HE ENGI NE ER I N �'�"'�� , ��"'��{��°°� -",�;� E N G I N E E R I N G A M E R I C A C O M P A N Y ! RED HAy� BEEN APPROVED ; - ��.�� '�. O� �o" C �o� ;� aY rHE ENGlNEER. Y ''�'��:�'$� -'�'�•••° �yJ > (� 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 � 3. COPYRIGHT� 2015 � ��"�'r�f�� o� �� >�' • � �l7 , ENc�NeERiN AMER/CA CO. ¢+�� ,4j��s��„d�,�,-• �°°1 ,� � � TONYA L. YASENCHAK, P.E. 15-0042 TLY � � � � � e"�r`'� j � I _ _ , � _ _ _ _ . _ L t� � �QI9�'� _ _ _ _ . _ ____ __ _ _ __ _ _ ___ __ _ _ __ ____ _ _ _ __ __ __�__ _ _ . 36'-1„ `- f- 3'-0" 9,9„ � 5'-1�4" ----f- 4'-10�4" --f- 5'-8�, .. 7�..8�2�� 1/2"TYPE GW8 --- 36,�„ (2)2x6 HEADER C EQ UNDE A/RS A B � r-_-EXISTfNG 12"OVERHANG (2)2xi 2 HEADER (2)2x6 (2)2x4 A 5 (2)2x`� A 5 A5OR r0 SPAN A5 HEADER HEAC.?Ef2 ------------- --------- --------------------------------------------------------------------� r---- ------- --- ----- -�-1�ADEB-- --------------- - --------- ---- -- ----�--- ---- ------� � I I 1 E E � � - 4-O OPENING � � GAS ' I � � � � j FP TBD ' � � I i I O ,,� C1 � 3-4 ' j � f�k"�rING 2?/2"x 3�/4" +/- � � Op _ ( ) EXISTING 14x18' j � j t� � ;'� � � j ,�1�!1�5 AT 16-20"oc(TYP) tMNDOWS TO � M i O � TEMP.GLASS UP � O � M � 5 ;1 1/2-6'0"(+/-)HT FROM FLOOR BE REMOVED j I �I I `�. j �B N o 6-0 FRENCH DR BUfLT INS,� � � j i I � � - (2) 1 3/4"x 9 1/4" � 8 I � o i � MlCROLLAM HEADER 12 BUlLT INS ' / � i � � � I � REPAIR& REPLACE �'�_p I � - - 35'-5" � i EX STUDS AS NEC- 16"oc �^ � �,MUDROOM (2)2x4 � � �` �'• � HEADER ^ � I � o - 1 � O � � � Z � ° � � � -� I i D/N/NG AREA � �� Q " �1�''�6 ; �' i '-'- � i d i (2)2x4 � N U m 2-8 HEfU.iE � SOLID SUPPORT j I�i n- ��-' I r, HEAQER N GREAT ROOM o � BUILT INS >- X � � � ` �' 6'-3" ---� I TO FOUNDATION � p I- N � I � O rr (540 SQ.FT. cD ,� � I ... wp � j 8 � � (4) 1 3/4"x 19 7/8" '- = I j x � cD i � - __ �" ICROLLAM BEAM OR ��,y_ 3,9„ 4 h112 f=R DOaR&FRA E� � � N o c� I ( W8x18 STEEL BEAM WITN St�LF CLO ER � i i N �O ' I I � 25'-2�2" STEP; 1��NEC j j � 'v� � � SOLID S P RT TO FOUNDATION SOLID TO SLABS SOLID SUPPOI2T j I j "' 8x8 BEAM � I �4_5�2° 2-6 2-6 TO FOUNDATIPI � j N j �_ �- . . . �- I `" . . . . . � . ._..._� . . . .. . . . . . . . � .. . . . I io N j . . . . . . .. � i N � � N -' � � � �^ � � � NEW 2x6 WAI.L I c`O�, j � � NEW 3"STEEL POST(BOXED) T I � � I >- � 8"oc(TYP) � � � � � o � OI?NEW 6x6 POST I 1 st STORY BARN � I � , " 2x4 WALLS CLOSET � r� � "'� ' � � I I � N X � 16"oc(TYP) N 1 � " ' � j I � I N o REPAIR&REPLACE CARPi)FT � � � 29x54"SH WINDOW i?� I � I I ip FJ AS NECESSARY 5J8"TYPE X GWEi ON CEIL! G � � i T � � j � BOTTOM AT 6'A.F.F ?� o � i I 5`-9" & WALLS OF�:f1Rf ORT. � I }- I g�_6�� 5'-1" � 1/2"TYPEX GWB i)!V INT.WA S . � � I � � `�' � RE OVE F AME ,.� "� WAtKlN � - ADJACENT TC'CARPOR � j j �� N o I � i I N WIN O o ISLAND COUNTER i'BD � � 2_6 �;, PANTRY o � � -�.. i i j N_o N i � `'' p� 'n " �' � � i (3) 1 3/4"x 9 1/4"FLUSH � cfl � '- o � ��? I � MICROLLAM BEAM j N I I � N p � N v F � I (BOXED IN) � � i� \ � i i I - i p � K/TCHEN , � i � i � .- (FINAL LAYOUT TBD) � � � i � FOYER q,�„ �.�,,�., � i � � 3-0 i 6'i � i � , � UTILITY , � 6x6 MIN PT POST � I I 14'-1" - 6-5�2" CLOSET '�? 10'-1" - � I 4_� UP � NEW 2x4 �r 9'-7" ... � co j I SOLID SUPPORT � j I `" i n „n ALLS 3_� � io � � i 9-0 x 8-0 SLIDII�G DR � �)1'� 16"oc TO FOUNDATIOP, � � _ __-, I � .. , � � j � 8'8 1/2"OPENING � I - ------- -------- - � • � I� A I- 6-Ox3-0 L________________._--_-_ -_____________J '----- --------- -- ----------------------- �"C VERED STOOP --------------- -------- -...-----�-- --- --' -------._..------------------------------------------ 2 2x10 (2I 2x12 HEADER � � ANY/,4LL GLASS IN 12x12"COIVCRETE EXISTIIVG 12"OVERHANG � �� x o p ,OLUMN WITH STONE q HEADER N� DOOR& SIDEUGHTS � --�-- A5 CENTER ON BUILDlNG � MUST BE TEMPERED A5 A�� 36'-9" � B �. „ _ A 5 ;�l) 13/4„x 9 1/4 MlCROLLAM BEAM �---- 6'-0" 12'-0�2" 7�91�2�� (ENCLOSED& SHEETROCKED) � �XiS T/NG 2s�o�� - -- - �o�-r� --� f 36'-1" - i ll/IAIN �LOUR PR�P�SED - �44 SQ.FT. ,�illAliV FLDOR AREA 774 SQ.FT. (W/0 CARPORT) NOTE: DIMENSIONS MAY VARY. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL MEASUREMENTS PRIOR TO AND DURlNG CONSTRlJCTION. NOTIFY DESIGN ENGINEER 1MMEDIATELY OF ANY/ALL DI�CREPANGES � 39 Murphy Lane Renovation: Window Schedule ID � Rrtfgr. Size Type Tempered Low E Rough Open.* Glass Vent Egres�:Open. Giass Req'd Req'd Clear Open. W x H General Deslgn Crlterfa Smoke Alarms 8 Carbon Mnnux;.,'a:,;arms NOTES: A Ar�cl�.��sen/Equal C23 Casement No Yes 4' 0 1/2" x 3' 0 112" 8.50 7.90 NA NA 1. Seismic design category-C Smoke alarnas shall be installed in 1`�e f,��lo�ving tocations: 1. Should the project become dela ed for an B An�l.:rsen/Equal A21 Awning No Yes 2' 0 5/8" x 2' 0 5/8" 2.60 0.90 NA NA 2. Concrete wEathering probability-Severe y y reason, an:r C Anc;�:rsen 1Fqual 244DH3050 lVVDH No Yes 3' 0" x 5'0" 10.52 6.09 6.09 32.56" x 26.95 3. Design winc'speed-90 mph 1. in each sleeping rc>om the time between the beginning of the project and the r? �te c�1 An�i��.;rsen lEqual 244DH3050 TWDH No Yes 3' 0" x 5' 0" 10.52 6.09 fi.09 32.56" x 26.95 4. Design ground snow foad-50 psf 2_ outside each slaeping ar , -,the immediate vicinity of the bedrooms stamped by the Engineer exceed one (1) year the plar. 5. Tennite infestation-Slight to moderate 3. on each additional story c`�'ie s+n�elling, incivaing basements. must be reviewed for NYS Code changes by a license;: ll Ar��+�:rsen/E ual ISPD6068 Patio Dr Yes Yes 6' 0" x 6' 8" 21.92 34.26 34.26 �� 'i/4" x 76 3/4° ` ' q _ 6. Decay probability-Slight to moderate 7. Ex osure cate or e NYS Engineer or Archifect prior to beginning construci'��n. E� Ar�{'.i�rsen I Equal A21 Awning Yes Yes 2' 0 5/8" x 2'0 5/8" 2.60 0.90 NA „ NA �� g N/pd-borne re9ion- No When more than one sr.xake alari,7 i;required to be installed within an individual 2. All construction shall comply with the Residential Code of r V '�r'�:l.:rsen/c�uai CW245 Casement No Yes 4' 9" x 4' 5 3/8" 16.00 14.60 6.70 20 x 47 15116 9 dwelling unit the alann devices.,n�Ei I7�ii�t�:rconnected in such a manner tliat the � � ,: y 9. Soil type-Sand(SW),well drained acGvation of one alarm will activ�.�; �;I oi t;�e alarms in the individual unit.The New York State and fhe Energy Conservation Constructio NGteS: atarm shall be clearly audible in�:�i .:��rooms over back-ground noise levels witl� Code of New York State. *1 - Wind�°:r,s shov�� are Andersen 200 Series or Equal General Deslgn Loads at�intervenin9 doors c�osed. 3. r'he contracfor/owner shall comply with all laws, rules ��d *2 - Contr-:r:,tc?r to �rify rough openings with manufacturer's specifications prior to framing rough openings 1�`Floor Load-40 psf live load plus dead load ,,,_ ;, ordinances of any public aufhority bearing on the "3 - Shn;.<<ci the contractor or client chan e thE window manufacturer to one other than #hat s cified, 2od Floor Load-30 psf live load plus dead load The required smoke alarms shG�l r ive their primary pow�er from the building g pe wiring,and when power is interr�� ,...�;�i�ull receive power from a battery.The performance of the work. ths s�::,�:s shall be submitted to the engineer for review prior to ardering the windows Roof-50-psf roof snow load-design per ASCE-7 wiring shall be permanent and v�,i:, .��c a disconnecling switch other than those 4. The confracfor is solely responsible for aU constl-uctror Requlred Main Exl!No1es reyuired for overcurrent protecti; . means, methods, techniques, sequences and procedures and for the coordination of all portions of work. 1. The front door of the house is designated as the main house exit. Carbon Monoxide alarms shall l�>: i�;��taiied�r,tne roiiowing�o�ations: 5. The professional services of the Engineet•do not extei �t0 2. Ali egress doors shall be readily openable from ihe side from which egress or include the review or sife observation of the contracr:�r'S Is to be made without the use of a key or special knowledge or effort. 1- wilhin each dwelling unil,m:,ny story having a sleeping area 2. on any stury of a d�.tiailli��,ui�it�vhere fu�l-fired appliances and equipment, work or performance on this job. The Engineer is not solid-fuel b�irning appli��„�:: and eq�.iipment,fireplaces or attached responsible and is fo be held harmless by the owner f�om _,_.....,_ garages ara located. el7y CIA(rl7 O!'SUIt Wh8fS08VB1', including a11 payments or #39 Murphy Lane -Renovation: LIGHT VENT SCHEDULE Where more than one r.arb�n.^.:��,.,ide alarm is required to be installed within an costs involved arising from or alleged to have arisen fror.� _ _,._. individual dw�elling wiit, the alan.:; :.iiall G�:interconnzcted in such a manner tltiat fhe contractor's work to conform to design intent. Code (s� Room Actual (s fl Code Egress Actual Egress Open �ne a�c��o�,or o�,c ai�r�„w�u e��..:�,��an dia��,u��u,e��aN�duai dweii�r,g U�,�c. 6. All measurements fo be job/field verified and advise The alarm shall be clearly audib,�� all t�ediooms over backyround noise levels En ineer of an discre ancies rior fo roceedin Area (sf) Glass Vent Window ID Glass Vent Egress (s fl Window ID Egress (sf} W x H with all intervening doors clos�d g y p p p �" Great F',jc.s�� 540 43.20 21.60 A, (3) B, (2) C, D 59.26 57.04 5.70 D 34.26 64 1/4"x 76 3/4" 7. Drawings not to be scaled from for field work purposes. Master' :=�i�te 198 15.84 7.92 2 B 2 C 26.24 13.98 5.70 C 6.09 32.56" x 26_95" All carbon monoxide alarm:>snai�1,�:listed and labeled as complying with UL 2034 8. Al!stai�'s: ( � , ( � or CAN/CSA 6.19,and shall faE:i .>t .;led in accordance with the manufacturer's a. Max rise 8 '/<'� Uffi�e I �."i��►� 120 9.60 4.80 F 16.00 14.60 5.70 F 6.70 20" x 47 15/16" installation instructions and the r��::r..iantial Code�f NewYork State. b. M117 PUl1 9" Guest �:��iEc: 146 11.68 5.84 F 16.00 14.60 5.70 F 6.70 20" x 47 15/16" c. Nose 1 1/8" Combinafion smoke and carbon;�1::,�roxide alarms are permitted,provided the �� " alarm is listed for such use.Coiri::ie�_�tion smoka ancl carbon monoxide alanns 9. Truss manufacfurer to provide truss certification, desig�t shall have dis6nctly�lifferent sigu-�.f;,i0f StT10�C�Uf GafbOfl fT10f10X1(�e BIafITI drawings, and calculations to design engineer for review activation. priar to building of trusses. 10.All headers in bearing walls with openings 4'0"or greafer shall be supported on each side by a minimum of two (2) studs the size of the adjacent bearing wall. 11.All bathroom and dryer vents shall venf directly to the exterior of the house. No vents shall vent into fhe soffits. Nc:TES: BY REv�s�oN _ CARRIAGE HOUSE RESIDENCE RENOVATIOi J 1. I T /S A VI OLA 1 ON OF ThjE ty The a��al 6� slgnai:ure of the NE�r YORK STAT DUCAT! U .^`�, �w��,�, des��„n r�roFesslonal In the �,39 MURPHY LANE, SARATOGA SPRINGS, NY LAW SECTI ON �2�9-2 Fo� ,T tii;t,: �locl< is to certlfy that BY: SOUTH ALLEY, LLC ANY PERSON TD AL TE'R OR � � ' the cc-��structlan docur�ents -- ��G NI S DRA NG UN- T�E�DI R�CTA�� uA- _.��''; MeE>;: � ; ex�ee� the New York EXlSTING & NEW iVIAIN FLOOR PLAN & NOTES A- 1 U C E N S E D P R O F E S S I O N A L �` � � Sta te Fnergy Conservatlon ENGI NEER. _ � ,��2.�y ` Cod;'�i•,��r� the Resldentlat Code JULY 28, 2015 S(.�(_E: 1 /4�� _ � � � 2. ONLY THOSE DRAMI NGS BEAR- � ;„�.�� -� „ of I,.. York State, 1 NG THE STAMP AND S! GNA- � TURE OF THE ENGI NEER 1 N ;Y,��.L �� `�Y°`. ENGINEERING AMERICA COMPANY RED HA VE BEE APPROVED n +o..��" .�' BY THE ENG!N�ER. '" .;�, y�;',c ��. ��,y 76 WASHINGTON ST., SARATOGA SPRINGS, NY 1?_866 (518)587-134� 3. COPYRIGH T Qc 2015 „��`��' ENGINEERING AMERICA CD. ` _ TONYA L. YASENCHAK, P.E. 15--n� . Tl_Y �--- -- J 42 ___.�/ . � � _ 36'-1" ' f— 3'-0" -�` 9'-9„ . - 23'-4" ' A C D A5 A5 INSTALL DR,4lN PAN A5 A5 36�T r____ __ UNDER WASHER --------------------------------------- ------ -------------------- ------------- EXISTING12"OVERHANG ------ ------, I � � � I � i � �---------------------- ---------------------------------------------- -------------------------------� I . i O (2)2x8 (2)2x6 OC 3'1" „ 3'-8° j j �- 1 Q � HEADER HEADER �cv �� 2 �+ I �o � � M i D � Cl.OSET� DN `� I �' i � � "' M � � EX�ST�NC�5�2��X 3 3�4��'}'�� I B �� DOORS TBD B � I STUDS AT 16-20"oc(TYP) I � �2�2X� 36"MIN HT � �2�pXq i 5'11 1/2-6'0°(+/-)HT FROM FLOOR i � HEADER �� ^ ��„ 2-6 ^ GUARD � DN � � HE:AUER i i � � Y�- - 2-6 M � CMA M �i i+� � T.O.W.AT � I I cv j cv �� L 7-0 AE�OVE I � o i "c�v ~ �. o Y � LAfJ171NG � � 35�5�� j .; , � � � MASTER SUITE ., ,�� <- o (198 SQ.FT.) �' �' � . � j ^ I ~'�- 'C 2-6 � u� j I � Q cv 134° � i �o � °' � a i I �z�2x4 f"r===--�"1 �� (n r� � I � � � }- I � HEfdf)ER W ULL i � 2-6 � � � I �v I i N p 2-0 II �N II� W in �� j I c� v i j 8 `D v S T A I R S i i� O `O 2-6 � (�1:�x8 i x o i � N: I I - I II`� '� C� p I hli_ADER �p I U � j 2-4 SLIDING �� _ .�� I I N I N ';' � BARN DR 2'-5�2" � 3=5�2" 2'-3' -� � Q N j N I 29x54"SH WINDOW 29x54"SH WINDOW � `r � OF I �o I BOTTOM AT 6'A.F.F BOTTOM AT 6'A.F.F � N �2�2X4( N I N c I � N HEADER I GUEST SUITE �;, I N I � � � 2-6 (146 SQ.FT.) .- � N � c"�v I N n �,� , , 2nd STORY BARN ATTIC � �J �-'jM � � � r i i i � � i � N �`-' 2s W � i `N i i � i � � � � i i _ � � o o � � i a i I SHO WER CD ~ N 2 6 U '� � I � o � 2'-3 11'-1" I I �~ � � ° I :, I � v I j M 5=0" 2 4 � I � � N:� I o � �- 2-0 PCKT � j N � o i O � � � � ^ i ��2%2" OFFI CE/DEN ��---- �'-o� 6'4" i i � j � 2x4 WALLS- 16"oc (120 SQ.FT.) a � � 2-0 � I I � I ;... o �n o I I � I 4j WALK JN CLOSET c� � � j EXISTfNG I � I (2)2x4 HEADER �p:p^ LlNEN o o O � j BARii�a��00R � I i 8 F CBNT 5t p�� i i � I � DN I � � � N I I (2)2x10 (2)2x4 EADER B I I � �----- -------------------------------- --i HEADER �---------------- -------- -------- ------' � � EXI STING&NEW � � � �_ � AROOFOVERHANG � � C Q ---- ------------------------------------------------------------------------------' '� A5 �----- --- ----� A5 A5 B EXIST/NG 12"OVERHANG � �-- 5'_0„ 13'-0�2„ A 5 �3,��2„ . 5,0„ _� -- 36'-1„ . �--_-_- 36��„ . l,-�� EXI S TING PROPO.SED '�PPER FL�OR ,, � . -- C1 PPER F�O O R 944 SQ.FT. 944 SQ.F?'. NOTE: DIMENS/ONS MAY VARY. CONTRACTOR IS RESPONSIBLE � � �� FOR FIELD VERIFYING ALL MEASUREMENTS PRIOR TO AND DURING CUNSTRUCTIOfU. NOTIFY DESIGN ENGIIVEER Exhaust Systems Fireplaces & Chimneys-Factory Buili IMMEDIATELY OF ANY/ALL DISCREPANC/ES CLOTHES DRYERS EXHAUST Chimneys for use with factory-buiit fireplaces shall comply with the Dryer exhaust systems shall be indepen.ient of all other systems, shall requirements of UL 127. convey the moisture to the outdoors an�i st�.all terrr�inate an the outside of the building. Exhaust duct terminations .shall be in accordance with the FACTORY-BUILT FIREPLACES dryer manufacturer's installation instructions. Screens shall not be installed at the duct termination. Exhaust ducts shall not be connected General. Factory-built fireplaces shall be listed and labeled and shall be with sheet-metal screws or fastening mE�ans which extend into the duct. installed in accordance with the conditions of the listing. Factory-built Exhaust ducts shall be equipped with a I�ack draft damper. Exhaust fireplaces shall be iested in accordance with UL 127. ducts shall be constructed of minimum C.016-inch-thick (4.406 mm) rigid metal ducts, having smooth interior surf�aces with joints running in the Hearth extensions. Hearth extensions of approved factory-built fireplaces direction of air flow. Flexible transition ducts used to connect the dryer shall be installed in accordance with the listing of the fireplace. The to the exhaust duct system shall be limited to single lengths, not hearth extension shall be readily distinguishable from the surrounding to exceed 8 feet (2438 mm) in length and shall be listed and labeled in floor area. accordance with UL 2158A. Transition ducts shall not be concealed within construction. Unvented gas log heaters.An unvented gas log heater shall not be installed in a factory-built fireplace unless the fireplace system has been Exhaust duct size.The minimum diame'er of the exhaust duct shall be specifically tested, listed and labeled for such use in accordance with UL as recommended by the manufacturer�,nd shall be at least the diameter 127 of the appliance outlet. EXTERIOR AIR SUPPLY The maximum length of a clothes dryer exhaust duct shall not exceed 25 feet(7620 mm)from the dryer location to the wall or roof termination. Factory-built or masonryfireplaces shall be equipped with an exterior The maximum length of the duct shall b� reduced 2.5 feet (762 mm)for alr supply to assure proper fuel combustion unless the room .r� each 45-degree (0.79 rad) bend and 5 f+�et (1524 mm) for each 90- is mechanically ventilated and controlled so that the indoor pressure is degree (1.6 rad) hend. The maximum length ofthe exhaust duct does not neutral or positive. include the transition duct. Exceptions: Where the make and model of the clothes dryer to Exterior combustion air ducts for factory-built fireplaces shall be a listed be instatled is known and the manufacturer's installation instructions for ,�omponent of the fireplace and shall be installed according to such dryer are provided to the code enfnrcement official, the maximum the fireplace manufacturer's instructions. length of the exhaust duct, including an;�transition duct, shall be permitted to be in accordance with the c:;�yer manufacturer's installation The exterior air intake shall be capable of providing all combustion air instructions. from ihe exterior of the dwelling or from spaces within the dwelling RANGE HOODS ventilated with outside air such as crawl or attic spaces.The exterior air intake shall not be located within the garage or basement of the dwelling nor shall the air intake be located at an elevation higher than the firebox. Range hoods shall discharge to the outcloors through a single-wall duct. The exierior air intake shall be covered with a corrosion-resistant screen The duct serving the hood shall have a ::�mooth interior surface, shall be of I/4-inch (6.4 mm) mesh. airtight and shall be equipped with a bac:k draft damper. Ducts serving range hoods shall] not terminate in an �ttic or crawl space or Unlisted combustion air ducts shall be installed with a minimum 1-inch areas inside the building. (25.4 mm)clearance to combustibles for all parts of the duct wiihin 5 feet Exception: Where installed in accordanc;e with the manufacturer's (1524 mm)of the duct outlet. installation instructions, and where meciianical or natural ventilation is otherwise provided, listed and labeled ductless range hoods shall not be The combustion air passageway shall be a minimum of6 square inches required to discharge to the outdoors. (3870 mm2)and not more than 55 square inches(0.035 m2), except that MICROWAVE OVENS combustion air systems for listed fireplaces shall be constructed according to the fireplace manufacturer's instructions. Installation of microwave oven over a cr:,oking appliance.The installation The exterior air outlet is permitted to be located in the back or sides of of a listed and labeled cooking appliance or microwave oven over a listed the firebox chamber or within 24 inches (610 mm�of the firebox opening and labeled cooking appliance shall conform to the term� ofthe upper on or near the floor.The outlet shall be closable and designed to prevent appliance's listing and label and the manufacturer's burning material from dropping into concealed combustible spaces. installation instructions. NOTES: BY REv�s�oN CARRIAGE HOUSE RESIDENCE RENOVATION 1. ! T l S A V! OL I ON OF THE ty The sPal & slgnature of the MECHANCALVENTILAl10N NE� YORK STA�� EDUCATION � .�;,°.. ° deslgr� professlonal In the #39 MURPHY LANE, SARATOGA SPRINGS, NY LA� SECTI ON 209 2 FOR 'a-� �,- ,� tltle block Is to certlfy that BY: SOUTH ALLEY, LLC Recirculation of air. Exhaust air from bathrooms and toilet rooms shall ANy PERSON TO AL T�R OR G HI 5 RA NG UN- y 'LL the constructlon docur�ents not be recirculatedwithin a residence orto anotherdw�elling unit. ��R�r�E�DI RE�TAad�oF UA � � / Meet �r exceed the New York EXISTING Bc NEW UPPER FLOOR PLAN A—2 LICENSED PROFESSIONAL S t a t e E n e r g y C o n s e r v a t l o n ENGI NEER. Code and the Resldentlal Code JULY 28 2015 Where toilet rooms and bathrooms are mechanically ventilated,the .�-- ` . SCALE: 1 /4�� = 1 � 0" ventilation e UI 2. ONL Y THOSE DRAIM NGS BEAR- � � A� of New York State, q pment shall be installed in accordance with this I NG TH ST,qMP AND Sl GNA- ' section. Mechanical exhaust ca cit of 50 cfm intermittertt or 20 TURE 0� rNE ENG!NEER I N `�J''•��.��`:••' ENGINEERING AMERICA COMPANY � y RED N,q VE 8EE APPROVED '�?'s- cfm cor�tinuous BY THE ENGI nr�Ert. OF NE�' 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 3� ENG�ERINc�,4n�ERic,a co. " �1�� TONYA L. YASENCHAK, P.E. 15-0(742 TLY _. ____ —�. ___ ___ __— —_ _:_ _- _ _ ---__----—_ . I � I ! GABLE END VENT IN ATTI C I (SCREENED) ! j 2 WINDOW(8)IN ATT1C GABLE END ! 8 � � � I C: � � � � � � � � � � � � � � � � PROPOSED � � � � � �� F�ONT �EL�VA TION � � � � � � � � PROPOSED � � � � I � � � � � � � � � LEFT ELEVA TION � � � � � � � � � � � � � � � � � � � VENT GABLE ENDS W/NDOW(B)INATTIC GA:sLE'" \\ s GAS FP TBD f� � �� _ L�_ CARPORTAREA a � o PROPOSED LEFT ELEVATIOIV NOTES: BY REVISION , ,,�`��"�,� PR OPC�SED -�— a�R' ��°�s�`r:Q a:°"� h��'�m The Sea� & signature of the CA R R I A G E H 0 U S E R E S I D E N C E R E N 0 VA TI 0 N 1. lT !S A VI OL� I QN OF THE t y S� , e. • C`/� NE� YOR� �TA � tDUC,4Tl o� �� ;�,� ^ vr cr,.'• t�s ` '�, d e s i g n p r o f e s s l o n n l i n t h e 3 9 M U R P H Y L A N E, S A R A T O G A S P R I N G S, N Y C A SE T oN 209-2 Fo ti`� " ,,>-"x�° , , � tltte bt�cl<.�ts to certify that # BY: SOUTH ALLEY LLC ACHNqYNPEERSTON TO A�L TE'R (/�OR � , ' 'r " r :�f t l ie`'"'cons-truc t lon docuMen ts � �� l O� LESSGTH£Y�ARERACTNNG UN— '�� N�:'��:;�` ��.�Meet or exceed the New York PROPOSED NEW ELEVATIONS A-3 DER THE DI RECTI OF A ° �-u ��4 .�- �I CENSEp PROFESSI ONAL L`�-�� f k �,, -��'�'" �State Energy Conservatlon NGI NEER. � �" `�" ��.•..�s � .� �Code and the Resfdential Code JULY Z8, 2015 SCALE: � 4" = 1 � �� T �� -` A �.,of New York State, / , 2. ONLG YTHE�ST �PA NOGSSI GNAR_ ; .�s`.c�;"�r +�� • � "` T�RE OF �H� ENG/NEER I N o "��, oa�GJR��o�,�k ENGINEERING AMERICA COMPANY ��o��v��F�I�ERPPROVED • $'��T,�T�°•••°�,��. �� 76 WASr!NGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 3. ENG/NEER/NG"'AMER/CA CD. �O��ODR Q O�p�`e��'�� : f F � �� , �,� �C�� T O N Y A L. Y A S E N C H A K, P.E. 1 5—0 0 4 2 T L Y . . __ _ . 1 _ __ � � _ _- __ _ �__ _ _---- _ _ _ _-- __--- ---- --- ------ __- _ _ _ _ � NEW SCISSOR TRUSSES-24"oc Anchorage � DESIGNED TO NYS CODESAND �_ 36�-1"(FIELD VER/FYWlTHEXISTING BUILO/NG) The wood sole plate at exterior walls on monolithic slabs and wood sill ___ __, �2 50#SNOWLOAD(DESIGNPERASCE7) late shall be anchored to the foundation with anchor bolts s aced a 8 � (SHOWIV SCHEMATICALLI� p p (WEB&BRACING PERMANUFACTURER) maximum of 6 feet(1829 mm)on center.Anchor bolts shall also be C p located within 12 inches (305 mm)from the ends of each plate section. � B A5 A5 Anchor bolts shall be at least 1/2 inch (12.7 mm) irt diameter and shall A5 A5 extend a minimum 7 inches(178 mm) into masonty or concrete. 4/12 fNT PITCH(M/N) ..— .. --- .. . .. !CE& WATER SH/ELD � r'' ��—�� —�� Interior bearing wall sole plates on monolithic slab foundations A�O►u�RooFUNE shall be positively anchored with approved fasteners.A nut and washer ,r Q i "— " —�� —�� — �� ' —'�— � '�—'� ��— ��— �� • shallbetightenedoneachbolttotheplate. NON-LOAD BEARING 'O+ NEW 24"HT KNEE WALL M � �6^oc(TYP) � . • FW (2)2x8BEAM � I Sills and sole plates shall be protected against decay and termites. 8,4SFMENT I o R-38 FG 1NSUL IN CEILJNG � I I �`� N W�TH VAPOR BARRlER N , Iti7Nl�O W TBD a � oN WARM SIDE OF CEIUNG 0 ' ' �� --------� N^o I � Foundation Nofes 1'-�"TD I ( � I- -• t��. � 48x30" cfl I • WALK lN MASTER , FINISHED ' � o v :. � ' ,accEss `� I . Concrete �. .a. � � CONTRACTOR TO JACK HAMMER IXISTlNG � • m � PANEL �� CLOSET BATH MASTER SUITE � � DRIP EDGE $(.QB& GRADE BEAMS 8 REPLACE IMTH N c� Q � -�*-•-_�-- 4 4 I I M I 1. Basement walls and garage walls shall be minimum 3000 psi �� SIMPSON TWIST CONNECTOR , NE:W FROST WALL& CRAWL SPACE � ^ �� STRAP TO SECURE IX&NEWWALL • `- ,, ,,_, ,_,,_,, � strength - � 2. Basement floor slab shall be minimum 2500 psi strength � � � A�EW 16x8"FOOTER 5'1" s'-7 2" 13=2 2° NEW 1/2"SHEATHING TO z I I (2�OOM/NPS1) , � 3. Garage floor slab shall be minimum 3500 psi strength SPAN 24"MIN BELOW 0 � � r 24x24x12" 30x30x15" ' '' — ''—''— ' ' F1RE STOPFJ � I �W,�(2J#4 REaAR ' 4. All concrete shall be air entrained. Total air content(percent by NEWWALLJUNCTION � , POSTPAD POSTPAD I volume of concrete shall be not less th�n 5%or more than 7% EVERY 1 D-0 MAX � L�OTTOM AT 48'M/N BFG � NEW&EX 2x10 FJ-16"oc NEW&EX 2x10 FJ-f6"oc EXISTlNG 2x4 WALL � 4x4 POST OR 6x6 POST BEAM _ „ 3' STEEL OR 3' STEEL POST POCKET 10 1 REPLACE, REPAIR& � I I Surface Drainage SISTER AS REQUlRED � � � W8x18 STEEL BEAM WITH ' '�' ''' '' '' � � ''' '' ''� ' Surface drainage shall be diverted to a storm sewer conveyance or other l3'i" � 2x TOP Pc.ATE oR � `� I approved point of collection so as to not create a hazard. Lots shall be REPLACE, REPA/R OR � I I ` BEAM POCKET � .� I (4) 13/4°x t�7�a° w . graded so as to drain surface water away from foundation walls.The SI STER EX FJ AS REQ � , � „ , „ , „ , � „ • MICROLLAMBEAM 9 7-3/2 7-2 5-9 5-s/2 , grade away from foundation walls shall fall a minimum of 6 inches (152 � w I I ( I (9) CAR CARPORT mm)within the first 10 feet(3048 mm). Exceptioh:Where lot lines,walls, ` �� ` BEAM OPTIONS: . -(4)2x10 REMOVEEX(STING slopes or other physical barriers prohibit 6 inches(152 mm)of fall within � KITCHEN 36°I�LANDTBD GREAT ROOM � • NEWB"BLOCKFROSTW,4LL -(3) 1 3/4"x71/4"M/CROl.L.AM I � SLAB FORCARPORT � 10 feet(3048 mm),drains or swales shall be provided to cv I I (10"REQ IF>6�H� - Wsx9 STEEL BEAM I Q � ensure drainage away from the structure. � � . � s'-�%2� 25�s° 16,-4%„ : . � CRA WL SPACE + ' I Footings I I � 2-4"CONCRETE SLAB �. : L� � ��'... N I , � (2500MINPSI) , i 1. Footings shall be supported on undisturbed natural soils or ' Exlsnn►� I ( � �� I engineered fill 2x10FJ-16°oc 2xi0FJ-16�oc GR,4DE X o � � � � 2. ti4inimum depth.All exterior footings and foundation systems O : N� OWNER MAY ALSO CHOOSE TO � STICKFRAMESTOOP N� I shall extend below the frost line. 2x6 PT SILL W/SEALER I (8"CONCRETE SONOTUBES � I ?2x12"Sc?. CONCRETEP/ER 3. All exterior footings shall be placed at least 12 inches(305 mm) BEAM OPTIONS: • below the undisturbed round. 8"BLOCK FROSTWALL -(4)Zx10 � BASEMENT 4x4 PT POSTS& 2x6 PT DJ-16"oc) 9:7„ 3000 MINPSI g � R-11(M1N)INSULBLANKET CRAV12 SPACE _�3� ��a"X 7 9/4"MICROLL4M Z e I WINDOW TBD BOTTOMAT 48"MINBFG � - W6x9 STEEL BEAM � o � Foundation Walls 0 26'-2" o M _ : ...._.. —. .�.. _.._ .._.. .. . _.. —.. .._. �. �. � � � 1. Vertical reinforcement shall be Grade 60 minimum.The distance I I ' ''— '' —' ' — ''— ''— ' '—' ' 4"coNCRETe su�e ''—'' from the face of the soil side of the wall to the center of vertical `l � � 16x8"FOOTER � � y � . W/(2)#4REBAR . (35ooM�NPs�) reinforcement shall be at least 6.75 inches. P�C�pU SED BOTTOMAT p. �� . 48"MIN BFG A5 � � D Columns SE�TIO�N A-A . I_ .. .._ .. ._I A5 A5 Steel column protection.All surfaces (inside and outside)of steel s�o° —� columns shall be given a shop coat of rust-inhibitive paint, except for NOTE: D/M�NS/ONS M��VARY. CONTRACTOR IS RESPONSIBLE �`-------CENTER ON ENTIRE BUILDING(INC.GARAG� B corrosion-resistant steel and steel treated with coatings to provide FOP.FIELD VERIFYIN��,I.L MEASUREMENTS PRIOR TO AND A5 corrosion resistance. DURING CONSTRUCl"iC'�. NOTIFYDES/GN ENGINEER f----�• 26=0"(FlELD VER/F)� - ' I IMMEDIATELY OF ANY/,�,!1 D/SCREPANCIES Structural requirements. 1. The columns shall be restrained to prev�nt lateral displacement Y'��f.J��U at ttye bottom znd. l��V I V�/`1 I ' N PLAN 2. Wood columns shall not be less in nominal size than 4 inches O by4 inches(102 mm by 102 mm) 3. Steel columns shall not be less than 3-inch-diameter(76 mm) . standard pipe or equivalent. NOTE: D(MENSIONS MAY VARY. CONTRACTOR IS RESPONSIBLE FOR FIELD VER/FYlNG ALL MEASUREMENTS PR/OR TO AND Foundation Drainage/ DURING CONSTRUCTION. NOTIFYDESIGNENGINEER IMMEDIATELY OF ANY/ALL DISCREPANCIES Damppoofing Foundation Drainage Concrete or masonry foundations.Drains shall be provided around all concrete ormasonryfoundations that retain earth and enclose habitable or usable spaces located below grade. Drainage tiles,gravel or crushed stone drains,or perforated pipe shall be installed at or below the area to be protected and shall discharge bygravity or mechanical means into an approved drainage system. Gravel or crushed stone drains shall extend at least 1 foot(305 mm) beyond the outside edge of .�-8^-� the footing and 6 inches(153 mm)above the top of the footing and be �R,qpE „�, covered with an approved filter membrane material.The top of open joints of drain tiles shall be protected with strips of building paper, and I�I' I �I 4 VERTICAL REBAR-48��oc the drainage tiles or perforated pipe shall be placed on a minimum of 2 11�- inches(51 mm)of washed gravel or crushed rock at least one sieve size ITI_fJ1— I I I—I I BACKFItI —�-� � larger than the tile joint opening or perforation and covered with not less �_� �� than 6 inches (153 mm)of the same materiaL • ASPHALT SEALER I I �I 8"BLOCK FROST WALL BE�ow�R,aoE Foundafion Dampproo�ng • — — Concrete and masonry foundation dampproofing. Foundation walls that (�1 � retain earth and enclose habitable or usable spaces located below grade �� #4 REBAR 48-72^oc shall be dampproofed from the top of the footing to the finished grade. ' FILTER FABR/C E. �� , Masonrywalls shall have not less than 3/8 inch (9.5 mm)Portland 2-4'CONCRETESLAB cement ar in a lied to the exterior of the wall.The ar in shall be GRAVEL MIIV 3500 PS/CONCRETE p g g pp p 9 g dampproofed with a bituminous coating, 3 pounds per square yard (1.63 kg/m2)of acrylic modified cement, 1/8-inch (32 mm)coat of surface- a"PVC FOOTERDRAIN o o bonding mortar complying with ASTM C 887 or be waterproofed with a TO DAYU�HT BASE COURSE REQUIRED FORCLAYEYSO/LS membrane extending from the top of the footing to the finished grade. VAPOR RETARDER(4-6M/LPOL1� The membrane shall consist of 2-ply hot-mopped felts, 55 pound (25 kg) IS REQUIREDBETWEENCONCRETE roll roofing, 6-mil(0.15 mm)polyvinyl chloride, 6-mil (0.15 ' 16x8"FOOTER AND SUBGRADE WITH JOINTS (2)#4 REBAR OVERLAPPEDMIN6° mm)polyethylene or 40-mil (1 mm)polymer-modified asphalt.The joints 25ooM�NPs� in the membrane shall be lapped and sealed with an adhesive compatible with the waterproofing membrane. Foundation Detail W� rv.rs. Concrete walls shall be dampproofed by applying any one of the above listed dampproofing materials or be waterproofed with a membrane extending from the top of the footing to the finished grade.The ' membrane shall consist of 2-ply hot-mopped felts, 55 pound (25 kg)roll roofing,6-mil (0.15 mm)polyvinyi chloride,6-mil (0.15 mm) polyethytene or 40-mil(1 mm)polymer-modified asphalt. The joints in the membrane shall be lapped and sealed with an adhesive compatible with the waterproofing membrane. NOTES: BY REVISION e��°'' � �°�' � ��`' ��s�d°�A�?`�°��_ :The 5� & S,9nat�,re of th� CARRIAGE HOUSE RESIDENCE RENOUATION t. i r s� w r��i°n� °F l�v tv Rev.1 .0-9 f 16�1 � �,� t�Q� ,,,.s.,� ,� N�W O,�K S A E UCAT � �. �r ps �.,, i►� '� deslgn professlonal In the #39 MURPHY LANE, SARATOGA SPRINGS, NY LAW SECTION 7209 2 FOR � � 5 ,'�.• � �/`��'._� tltte block Is to certlfy that ANY PERSON TO ALTE'R oR Crawl Space � �4� �y� , �,� BY: SOUTH ALLEY, LLC CHANGE THl S ORAW NG UN- �. � � a�':�"��?'�' ;6 therconstructlor� docuroer.ts eEss THEY ARE ACTI NG UN- added er client , w ►. ��` ��;�,;,�-�� Meet or exceed tne New York REVISED FOUNDATION PLAN DETAIL & SECTION A-4(Rev) , DER TNE Dl RECTI ON OF A . - L!CENSED PROFESSI ONAL ,� �'�` �, ��, " �•` ; � -Stnte Energy Conservatlon ' ENG/NEER. ��,+s�`*��,,,��._. .�.�.��"� � r , �Code and the R�sidentlal Code JULY 28 2015 � �" �+-- '� ;�� '� • -' :,of New York Stat�, . SCALE: 1/4" = 1 ' 0" 2. ONL Y THOSE DRA�N NGS BEAR- � �,,�A; � ,r.�-`,,,, o � l NG THE S TAM�' AND Sl GNA- �•�.�°'+,�j0 k��. �- � T r TURE OF TNE ENGINEER !N �. , . . a�� , �: � EI� �INEERING AMERICA COMPANY RED HAVE BEEN APPROVED '*,�;��,�` '•....,,.• BY THE ENGI NEER. � °.° •9jF ��,e' 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 3. COPYR/GI�T Qc 2015 Ar�`f�'n'+1a �� `'��0�4�� ;t�r� ENGINEE !NG AMER/CA CD. "'��das+�a�tRZl�`•� � � ��3 TONYA L. YASENCHAK, P.E. 15-0042 TLY . _ _ __ _ _ _ _. _ . . _ . _ l __ _ I .. NEW ATTIC TRUSSES-24"oc NEW ATTIC TRUSSES-24"oc NEW ATTIC TRUSSES-24"oc DESJGNED TO NYS CODES AND DESIGNED TO NYS CODES AND DESIGNED TO NYS CODES AND 12 50#SNO W LOAD(DESIGN PER ASCE7) �2 50#SNOW LOAD(DESIGN PER ASCE7) 12 50#SNO W LOAD(DES/GN PER ASCE7) 8 � (SHOWN SCHEMATICALLY) 8 ' (SHOWN SCHEMATICALLY) 8 ' (SNOWN SCHEMATICALLY) (WEB&BRACING PER MANUFACTURER) (WEB&BRACiNG PER MANUFACTURER) (WEB&BRAGNG PER MANUFACTURER) STORAGE ATTIC STORAGE ATTIC ICE& WATER SH/ELD ICE& WATER SHIELD STORAGE ATTIC ICE& WATER SHIELD ALONG ROOFLINE R-38 FG fNSUL IN CEILIIVG ALONG ROOFLINE ALONG ROOFLINE Q;oy WITI-!VAPOR BARRIER ON WARM SIDE OF CE/LING �'D-. �o, NEW 24"HT KNEE WALL - NEW 24"HT KNEE WALL �� NEW 24"HT KNEE WALL 16"oc(TYP) 16"oc(TYP) __ 16"oc(TYP) _ R-38 FG INSUL IN C:EII.ING o R-38 FG INSUL IN CEILING o �, WITH VAPOR BARRIER �, o � � WITH VAPOR BARRIER 2x4 WALLS N ON WARM SIDE OF CEILING N I N ON W,4RM SIDE OF(:,F_IL1NG 16"oc(TYP) 2x4 WALL- 16"oc ( 1'-0"T ��-o°ro �=o��ro . WALK IN MASTER FINISHED � FINISHED < < FINISHED o CLOSET BATH MASTER SUITE o DRIPEDGE � BATH 6 9 DRIP EDGE � HALL W�D� o DRIP EDGE �� SIMPSON TIMST CONNECTOR o : GUEST SUI TE HALL ss°MIN HT "� � OFF/CE/DEN HALL CLOSET `�� .- � STRAP TO SECURE EX&NEW WALL �\ i G U A R D SlMPSON TW1ST CONNECTOR oo\ �� SIMPSON�VIST CONNECTOR .- � � STRAP TO SECURE EX&NEW WALL A ^ STRAP TO SECURE EX&NEW WALL �n '� 3'-4� 2x6 LEDGER v� u� 5'-1" 6'-7�2" 13'-2�2" NEW 1/2"SHEATHING TO ' 3 1 3�_41 �� NEW 1/2"SHEATHING TO FIRE STOP FJ 5'-0" 13=2" 2�� „ SPAN 24"MIN BELOW �� o NEW 1/2"SHEATHING TO 2x4 BRACING- 16"oc 12'-0" 6'-2" �- NEW WAL!JUNCTION FIRE STOP FJ i�, SPAN 24"MIN BELOW 2x6 RR-16"oc FIRE STOP FJ SPAN 24"MIN BELOW EVERY 10-0 MAX NEW(4) 1 3/4"x 9 1/4" VERY 10-0 MAX NEW WALL JUNCTION 4x4 PT BEAM EVERY 90-0 M�IX NEW WALL JUIVCTION — NEW&EX 2x10 FJ- 16"oc NEW&EX 2x10 FJ- 16'oc EXISTING 2x4 WALL MI CROLLAM BEAM � � REPLACE, REPAIR& NEIN(2)2x10 FJ-16"oc EXISTING 2x4 WALL NEW&EX 2x10 FJ-16'oc NEW&EX 2x10 FJ- 96"oc EXISTING 2x4 WALL REPLACE, REPAIR& �� REPLACE, REPAIR& SISTER AS REQUIRED 42"HOUSE TO FlRE STOP FJ SISTER AS REQUIRED SlSTER AS REQUIRED 13�_�� W8x18 STEEL BEAM WITH 16'-6" QIiER WALL FINISHED DRlP EDGE �3��„ . W8x18 STEEL BEAM WITH REPLACE, REP�11R OR 2x TOP PLATE OR 2x4 CT- 16"oc REPLACE, REPAIR 0 2x TOP PLATE OR ic� (4) 1 3/4"x 11 7/8" R-30 FG INSUL IN FJ NEW 2x6 WALL STA/RS (4) ?3/4"x 11 7/8" SISTER EX FJ AS REQ IMTH VAPOR BARRIER ON � SISTER EX FJ AS REQ � \ MICROLLAM BEAM WARM SIDE OF FLOOR 16"oc(TYP) MICROLLAM BEAM + (R-21 FG 1NSUL) Z + v� -`� MUDROOM `� N FOYER DINING AREA W � KITCHE�N 36°ISLANDTBD GREAT ROOM STOOP w � NEW SLAB FOR RADIANT HEAT CARPORT q�g�2�� 3'-4�2" f— 3'-0" � 25�6" NEW SLAB FOR RADIANT HEAT 9'-1� 25�6 16'-4� NEW SLAB FOR RADIANT HEAT NON-ALUMINUM �2 2 �7:0„ NEW 4"CONCRETE SLAB FLASHING REQ NEW 2x4 PT SILL W/SEALER PARKING SLAB TBD (3500 MIN PSI NEW 2x4 PT S1LL W/SEALER NEW 2x4 PT SILL W/SEALER NEW 8"FROST WALL EXISTING NEW 8"FROST WALL NEW 8"FROST WALL GRADE � �"' EXISTING SLABS EXISTING GRADE 1"THERMAL BREAK EX;STING SLABS EXISTING GRADE 3'�� EXISTlNG SLABS EXISTING GRADE o !F EXTERIOR SLAB � o � 2"RIGID FOAM INSUL � INSTALLED 2"RIGID FOAM INSUL � 2"RIGID FOAM INSUL � � �* NEW 16x8"FOOTER �r NEW 16x8"FOOTER a �r NEW 16x8"FOOTER I e W/(2)#4 REBAR W/(2)#4 REBAR 8"POURED FROST WALL W/(2)#4 REBAR I (3000 MIN PSI) � y • 26'-2" 9'-2" 16x8"FOOTER 26�_2„ • 26'-2° � W/(2)#4 REBAR PR OPO SED PR�PO SED BOTTOM AT48��MIN BFG F°'R OPO SED _ SECTION A-A SECT/ON C-C S��CT/ON B-8 NOTF DIMENSIONS MAY VARY. CONTRACTOR IS RESPONSIBLE NOTE: DIMENSIONS MAY VARY. CONTRACTOR/S RESPON�:IBLE - NOTE: DIMENSIGNS MAY VARY. CONTRACTOR lS RESPONSIBLE FOR =IELD VERIFYING ALL MEASUREMENTS PRIOR TO AND FOR F1ELD VERIFYING ALL MEASUREMENTS PRIOR TO AND FOR FIELD VERIFYING ALL MEAStJREMENTS PRIOR TO AND DUkI?JG CONSTRUCT�ON. NOTIFY DESIGN ENGINEER DURING CONSTRUCTION. NOTIFY DESlGN ENGINEER DURING CO,b'STRUC;TION. NOTIFY DESIGN ENGINEER NEW ATTlC TRUSSES-24"oc 1MA�E UTATEL.'�OF ANY/ALL DISCREPANCIES IMMEDIATELY OF ANY/ALL DISCREPANCIES IMMEDIRTELY G:.�INY/ALL DISCREPANCIES DESIGNED TO NYS CODES AND ' '- �2 50#SNOW LOAD(DESIGN PER ASCE7) 8 � (SNOWN SCHEMATICALLY) (WEB&BR,4CING PER MANUFACTURER) STORAGE ATTIC /�FLOOR JOISTS RIDGE VENTS AT ALL RIDGES ICE& WATER SHIELD / 30 YR FIBERGLASS SHINGLES GABLE END TRUSS R-38 FG INSUl.IN CEIL/NG ALONG RUUFLINE 15#ROOFING FELT WITH VAPOR BARRIER ATT/C ON WARM SIDE OF CEIlING �'o�- NEW 24"HT KNf=F. 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OF THE ty ,yJ The seat & signature of the N� YOR STAT� E�uCAT� 0 ,,� .•f` 0, design profess�onat in the #39 MURPHY LANE, SARATOGA SPRINGS, NY LA� SE�G�'TI oN 7209 2 Fo� � � :a�'' titte block is to certify that BY: SOUTH ALLEY, LLC ANY PERSON TO AL TE'R OR �; � ,� the con:,truc�tlon docurnents 6x8"FOOTER CNqN E T �� (2500MINPSQ LESSGTHEY�ARERA�T�NG UN- � . Meet or exceed the New York SECTIONS & DETAILS A-5 D£R TIIE DI RECTI ON OF A State Er�ergy Conservation WITH(2)#4 REBAR L I CENSED PROFESS! ONAL � ';;j ENGI NEER. ' ,�-K� Code anu the Residential Code JULY 28, 2015 SCALE: 1 /4�� _ � � �� 2. ONL Y THOSE DRAIM GS BEAR- r ~ � ,.,f�:;; of New York State, TYPI CAL CONSTRUCTION I NG THE STA,UP A� S� �NA- � �:;. o�� ENGINEERING AMERICA COMPANY REDEH�VE T BEENNAPPR�VEDN �'�T ��} BY TNE ENGI NEER. FOF � 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 SCALE: 1/4" = 1' 0" 3. COPy��cy r � 20�5 ENGINEERIN�AMERlCA C0. TONYA L. 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' t''� ;,'4;,w� ss; '�a '�.�.�� 1�.'`�i'�`� ��;. . �' •,:. 4115 rULL LENGTH OF STAIRS � �4 n� , � ; ��_� � ,, �4� �y �, � : � �.�:� r . ., : . � � , , � .s �a. �,;�3a <„a� �y�y'"fi .� ^— ' . , .. _ ., . , _ i. , , ., ,. %;° t, �}; ry��;�r,�,c, t �IS �1�ER��, �.. �w��. �, � I ROM A POlNT DIRECTLY - } . . . . . � ��e:� }1 ,� �' � .� �� "�'�� "T4 ��A�'��,,t '�`�"' 3 '�3�+�s ��'' 4S'�`!'A � ;2,.�+�". . . . . . . �, . r :� 1�``t i � f r't ..� �r � s� ,,� ../ M1�b i t�::h � .w t . . a:.�'._ ;'� `�6� y ' �:` r'��.: ��,� ,�;'€ x �,,'� � ^.� *'a � " 4 �•t. �_,�VE THE T�P RISER TO A .. ,,,, � � �, - / � . . . . • I� . ,�.` : �� ::kEd }E� �''`t�' ��"',1�� ^ .� ..�.K � � L✓ j i��. ...� � �,d°..r�+ � � t_�,s�h, +�,a . _._ _. __. . _. . . . _ '� .;� f �"��, rt�' � s'r,�.`f�*,` '�,i-. i'�t�'' x,d"ra0- �C-� n "� . . � � � � � � � � � �PnINT DIRECTLY ABOVE THE a. ��`� �� _ �� .�� ,��.�� § �,� �� u��;� �;� � �� ,�� HANDRAILS � � � , �,�� x�� ,� �- � � �� . � � -� �:.�� i� a ' �' r�`+�a y,rt��n 3� ,� � ��' > ' � s �`��' � �� LOWEST RISER. HANDRAILS MAY BE INTERRUPTED �° � ��, �� ; �,�� x �,� >�� ;, � '4 w � T �.� �,��s�,� = t r �' �� ,��x: �� "r��'�,A�`� #'e , r '`'�e�'"�u...L W'"� �„` Handrai�s sha�� be provided on at�east one side of each stairway with BY NEWELL POSTS AT TU RNS �,{';��y;�;�;�,�;��'.�s�� y'> .��ti �� t 51 �� .� �� 4 �`' . y g"�,� �c�, d.� ,. :��r �F g '� S��°`�+r,y �� E��'�r ��' .` i °�. �� .,v � �� two or more risers. Handrail height,measured above stair tread � ,� ; � �� ;��,.�,. ,� �,� ,�� ,�� y�� : , ,,,� _ ,�;_� �,� nosings, shall be not less than 34 inches(864mm)and not more ,'e� x �<„ ��.��-��r�� °� * ��, � ��k+ ��"�: than 38 inches 965mm .All re�7uired handrailsshall be continuous x�� `��a� ,�� °�� .�� h � �� tM� ��ard��'4 ��""�"vf{'�' � � `7 . � �$��,f`+��"`'' sF'. '� pR,*��„�s.r Z , �v ��7�.�. "4�' p�. �'e�•'Y4�n�, the full length of the stairs from a point directly above the top riser of �.xy },�� } � ��. ' ��„��'� �"�{, �,�; � �h � '�..,� r� g a flight to a point directly above the lowest riser of the flight. Ends � �> .� �.��_�. � �_� _ � � �� x.=�w�P �� ".s,� shall be retumed or shall terminate in newel posts or safery terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches(38mm)between the wall and the handraiL MaX � MII� H@It�t]tS Handrail grip size.All required handrails shall be of one of the , Hal7CICalI - 34��117ln. - 3��I7J aX following types or provide equivalent graspability. • GL181"C�I"alI - 36��min. "HF Handrails Must be Continuous Type!. Handrails with a circular cross section shall have an outside A��OWab�e H@! �7tS diameter of at least 1-1l4 inches(32mm)and not greater than 2 N.T.S. inches(51mm).If the handrail is not circular it shall have a perimeter H�' N.T.S. dimension of at least 4 inches(102rnm)and not greater than 6-1/4 inches(160mm)with a maximum cross section dimension of 2-1/4 inches(57mm). � Type ll. Handrails with a perimeter greater than 6-1/4 inches(60mm) , shall provide a graspable finger recess area on both sides of the i profile.The finger recess shall begin within a distance of'/+inch (19mm)measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8mm)within 718 inch below the widest portion of the profile.This required depth shall continue for at least 3/8 inch(10mm)to a level that is not less than 1-3/4 inch (45mm)below the tallest portion of the profile. The minimum width of the handrail above ihe recess shall be 1-1/4 inches(32mm)to a , maximum of 2-3/4 inches(70mm). Edges shall have a minimum radius of 0.01 inch (0.25mm) GUARDS Guard opening llmitations. Required guards on open sides of stairways,raise floor areas, balconies and porches shall have inte►mediate rails or omamental closures that do not allow passage of a sphere 4 inches(102mm)or more in diameter.Exception:The - triangular openings formed by the riser,tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6 inches(152mm)cannot pass through. NOTES: BY REVISION `"� ,,��` r��n��.� ' '�� CARRIAGE HOUSE RESIDENCE RENOVATION 1. 1T /S A V!OL,q l ON OF T E ty ,o' Cw� o.s.,, �� , �'fhe seal & slgnature of the � NE T Q o C�-,R ' W YORIc( �STA � DUCATI�i �,a' �, e' ,,4 ,� /�' ' : deslgn;.prbfesslonal In the #39 MURPHY LANE, SARATOGA SPRINGS, NY [.Aw sE T o�v 2�ds 2 F � O p ��.�� M �'- .'.�t({te btock Is to certlf that BY: SOUTH ALLEY, LLC ANY PERSON TO AL T�R OR -; 4s • ti, ,r � � .; � Y NGE H/S DRA NG U - : G3 0,-� w'� ��`. tP r � �.the c�nstructlon docuMents ��s ry�Y ARE A�TlNG clN- � � •. � ��, • �� Stair Bc Handrail Details A-6 DER THE D!RECTI ON OF A , i,�,�, k , �3 - .R ,�' � •Meet or exceed the New York LI CENSED PROFES5f ONAL � V �¢�;,, p.� ~ "� State Energy Conservatlon ENGI NEER. �" ,.- "";"� ' , .Code and the Resldentlal Code � = .�+�e�.� , ;' � ; JULY 28, 2015 � � + -� ' .�of New York State, 2 ONL Y THOSgE DRAIM NGS BEAR- � ,.�'•,�`� �""�'.; -% ,,; � � � TU ETOF TH�MENG�NE�R�NN �. `�` �°. �� '�� ``' � ' RED H,q 1/E BEEN APPROVED �,, �� . �. oa� . �, � ENGINEERING AMERICA COMPANY aY rHE ENGI NEER. •od� >',� «a��•°°'Q '�, �� 76 WASHINGTON ST., ,SARATOGA SPRINGS, NY 12866 (518)587-1340 Re� � 3. c�Pr��r�p 2015 °�a, �� OF ��, � � TLY Nc� E �N AMER/CA CD. '�dr��o��A��da��"'�� TONYA L YASENCHAK, P.E. 15-0042 . _. . .. ,:. ,,,, 1 . _ �' . TABLE R602.3(1� EXTERIOR OR BEARING WALL (N 3� FASTENER SCHEDUIE FOR STRUCTURAL �AEFABERS OVERLAP No. & NPE OF � Floo�NOf@S DESCRIPTION OF BUILDING ELEIAENTS FASTENER a b c d SPACING OF FASTENERS Wall Construction RoofNotes Joist to eill or irder, toe nail 3-8d NOTCH GREATER TFIAN 2'� SO PERCENT OF ldenfification. Load-bearing dimension lumberfor joists, beams and �' x s' eubfloor or �ge to e�,cr, �o��►, raoa r,o�i 2 stoPies, 1-3�4 THE PLATE WiDTH � • irders shall be identified b a rade mark of a lumber radin or ldentification. Load-bearing dimension lumber for studs, plates ROOF SHEATHING . 9 Y 9 J 9 2" subfloor to 'oist or irdar, blind and face �oi� 2-16d 78 GAGE(0.054 IN.) AND 1.5 IN. WIDE inspection agency that has been approved by an accreditation body that and headers shall be identified by a grade maric of a lumber soi� ioi� to o�sc or Dlockin , rooe �o�i �sa �s� o.c. A�ETAL TIE ACROSS AND TO EACH radin or ins ection a enc that has been a roved b an 1. Identification and grade. Wood structural panels shall conform to DOC To o� sole iace to s►�d, e�d n�il 2-16d SIDE OF THE NOTCM WITH 8-16d FASTEN TOGETHER complies with DOC PS 20. In lieu of a grade marlc,a certificate of 9 9 p 9 y pp y ►�+��s �ncH s�oE W/ MIN (3) 10D NAIL � PS 1, DOC PS 2 or,when manufactured in Canada, CSA 0437, 5tud io eoie iote, toe noil 3-Bd o� 2-�sa inspection issued by a lumber grading or inspection agency meeting the accreditation body that complies with DOC PS 20. In lie Pir� � re uirements of this section shall be acce ted. and shall be identified by grade mark or certificate of inspection issued �o�eie 9t�dg, fo�e �a�i �oa 2a� o.c. �P Pu�s EAM q p ou e op p a es, oce nai 10d 24' o.a by an approved agency. Grade. Studs shall be a minimum No. 3, standard or stud grade ' soie iate co oi9c or blockin al broced wan anels 3-t6d is� o.C. J OVER BEAM Decks. Where supported by attachment to an exterior wall, decks shall no�eie to Piote9, minimum 48•-inch offset of end Joints, � •• lumber. P 8-16d be positively anchored to the primary structure. Such attachment shall 2.Installation.Wood structural panel used as roof sheathing shall be fooe noil in lapped areo not be accomplished by the use of toenails or nails subject to withdrawal. installed with joints staggered or non-staggered in accordance with Ta61e Blockin 6etween 'otsts o� rafters co !o iote, toe na�i s-sd Where positive connection to the primary building structure cannot Top plate. Wood stud walls shall be capped with a double top R602.3(I), or EWA E30 for wood roof framing or with Table R804.3 for Rim 'oist to to �oc�, coe noil y-_ 8d s• o.�. plate installed to provide overlapping at com��rs and intersections steel roof framing. Ta lates, ia 9 at corners and intersectiona, face �o�� 2-�oa be verified during inspection,decks shall be self-supporting. s��it-� heoder, two ieces w�ti, � r s acer �sd �s' o.�. aio� each ed e FIGURE R602.6.1 with bearing partitions. End joints in top plat�s shall be offset at cont��ed n�ade� two �ecea tsd �s" o.c. oion eoon ed e . TOP PLATE FRA�IING TO aCCOMMODATE PIPING Bearing.The ends of each joist, beam or girder shall have not less than least 24 inches. ROOF VENTILATION ce�r� •o�gtg to iote, toe �o�i s-sd 1.5 inches (38 mm)of bearing on wood or metal and not less than 3 cont�nuo�s header to stua, toe nop a-ed inches 76 mm on mason or concrete exce t where su rted on a 1 - Bottom sole late. Studs shall have fult bearin on a nominal 2 1.Vent clearance.Where eave or cornice vents ar�e Installed, insulation ce�i�n o�st, ia s over ortitions,.f�7ce r,a�i �-�od � � � �' p P� � �P 9 Ceilin oist to rollel rafters, �nco nail 3-10d BEA PPROVED HANGER inch-b -4-inch 25.4 mm b 102 mm ribbon stri and nailed to the ,. shall not block the free flow of air.A minimum of a 1-inch space shall be Y ( Y ) P by or larger plate or sill having a width at lea�t equal to the width Rafter to iota, toa no�i s-�sa adjacent stud or by the use of approved joist hangers. of the studs. provided between the insulation and the roof sheathing at the location of 2_8d B J TO BEAVA the vent. t" broce to each stud and plaie, face nail 2 staples, 1-3/4 Floor systems. Joists framing from opposite sides over a bearing support Drilling and notching studs. Any stud in an exterior wall or bearing �• x s• aheathing to each bearing, rao� �,oii Q stap esBdt-3/4 �� shall lap a minimum of 3 inches(76 mm)and shall be nailed together INSULATION CLEARANCE partition may be cut or notched to a depth n�t exceeding 25 �" x 8" sheathin to eoch beorin 3 stoples8dl-3/4 wlth a minimum three 10d face nails.A wood or metal splice with q �, roce na�i � percent of its width. Studs in nonbearing partitions may be 1.Combustible insulation. Combustible insulation shall be separated a strength equal to or greater than that provided by the nailed lap is w�aec tnon �• x a` sAeathin co eor,h beoring, tooe nai� 2-8d permitted. notched to a depth not to exceed 40 percent of a single stud minimum of 3 inches from recessed lighting fixtures,fan motors and 9 4 staples, 1-3/4 width. Any stud may be bored or drilled, provided that the other heat-producing devices. e��ic-� corner atuds _� tOd 2a• o.�. Joisf framing. Joists framing into the side of a wood girder shall be diameter of the resulting hole is no greater than 40 percent of the Exception: When heat-producing devices are listed for lesser Naii eo�n iayer os roiiows: s11D � supported by approved framing anchors or on ledger strips not less than stud width the ed e of the hole is no closer ihan 5/8 inch to the distances,combustible insulation complying with the listing Built-up girdera and beoms, 2-inch lumber ioyer� �oa 32• o.c. at toP ond bottom and e�Eo� eEA 9 siaggered. Two nails at ends WX.DN�fE7ER � requirements shall be separated in accordance with the conditions a�d at each splice. +o renccNr ov IN 2x2 nominal 2 inches by 2 inches(51 mmby51 mm). edge of the stud, and the hole is not located �n the same section �,o oE�, � J TO BEAN LEDGER as a cut or notch. See Figures R602.6(I)and R602.6(2). stipulates in the listing. 2" lanks 2-16d nt each bearin Sie�,.M�k ro a� Lafera!restrainf at supports.Joists shall be supported lateratly at the Roor rort�r� to ridge, valley or nr;� rofters: 4-16d B/B MJ.YIN.TO EOGE R602.6.1 Drilling and notching of top plate. When piping or toe �on ends by full{lepth solid blocking not less than 2 inches(51 mm)nominal . . 2. Recessed lighting fixtures installed m building thermal envelope shall s-�sa FLooR JOIST FASTENtNG DETAfLS � ductwork is placed in or pa�tly in an extenor wall or intenor load- meet the re w tace na�i F� in thickness-or b attachment to a header band.or rim 'oist,or to an q �rements of Section N1101.3. „�„,,,,,�,„� + Y � 1 Raiter tiea to roftere, tace 3-Bd p(CEED 43 PERCEM bearing wall necessitating cutting drilling or notching of the top ��„p�� adjoining stud; or shall be otherwise provided with lateral support to ' ' Wood structurol anels, aubfloor, rool and woll sheoihin to tramin , and articleboord woll sheothin io iromin prevent rotation. plate by more than 50 percent of its width, a galvanized metal tie WOOD ROOF FRAMING 5��6 _ ��2 sd comm�n �a�i subfloor, wa�� of not less than 0.054 inch thick (16ga)and 11/2 inches wide shall ed common �on ��oof�•t 6 12 9 Bridging.Jofsts exceeding a nominal 2 by 12 shall be supported laterally be fastened to each plate across and to each side of the opening 1. Identification. Load-bearing dimension lumberfor rafters,trusses and �s s2 - � ed comrnon n��i s �2• by solid blocking,diagonal bridging(wood or metal),or a continuous 1 - with not less than eight 16d nails at each sida or equivalent. See ceiling joists shall be identified by a grade mark of a lumber grading or 1-1/8 - 1-1/4 �aa oo�r,�,:,n �a�i or 8d deformed s �2 - � - - inch-b -3-inch 25.4mm b 76 mm stri nailed across the bottom of Fi ureR602.6.1. inspection agency that has been approved by an accreditation body that t 2' re ular cellulosic �-� 2 alvanized roofin nail 6d if HOLE IS BETA'EEN M PERCENf MD � y � Y � P g � 9 � 9 9 3 6 80 PERCEHi OF 3ND DEPfH,7HEN 5fVD ��3 �"'-��3 � joists perpendicular to joists at intervals not exceeding 8 feet(2438 mm). complies with DOC 20. rborboora aheathing common n�a �:aple �s yo„ ��Z I011f] NUST BE DOtIBLE AHD NO 1qHE TINN M'0 SUCCEShE SfupS ARE DOUBLED AND 50 Wall bracin . �/z aiructural cellulosic 1-1/2 galvanized roofing noil Bd 3 6 eortEo�s swu►n►sE �E� 0 NOTCHE 9 fiberboard sheathing common nail aiap�e 16 ga., t-1/2 long iocr,ho x,nc s�ME cRoss PER�IITTED � Ori!ling and notching. Structural floor members shall not be cut, bored or 2.Ceiling joist and rafter connections. Ceiling joists and rafters shall be SECf10N OF CUf OR NOTCH 25 32 atructurol cellubsic 1-3/4 galvonized roofing nail Bd M y-�,� � notched in excess of the limitations shown in the Figure. nailed to each other in accordance with Tables R6U2.3(I), and the r;berboord aheothing common na�i atoPie 18 go., 7-3/4 long 3 s Panel joints. All vertical joints of panel sheathing shall occur over assembl shall be nailed to the to wall late in accordance with flGURE R802.8(1) �/s ►�nx, p/s �,�. y p p 1-t/2 galvonized roo�ng nail; NOTCHIMG AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS studs. Horizontal joints in b�aced wall panels shall occur over Table R602.3 'heathtPsum AND BEARING WALLS Sawn lumber.Cuts, notches and holes in sawn lumber shall not exceed (I). Ceiling joists shall be continuous or securely joined sd common nail; ataPie golvanized, 4 e the limitations shown in the Figure. Under no circumstances are girders blocking of a minimum of 1 /z mch thickness, where they meet over interior partitions and nailed to adjacent rafters to 9 1-t/2 long; �-�/a acrews, Type W or S FLOOR JOIST - CENTER CUTS or headers to be cut, notched or drilled without the consent of a �icensed provide a continuous tie across the building when such joists are parallel 5�g" 9yPgum 1-3/4 g��•:or,ized roofing r,au; rofessional en ineer or architect. Exce tion: Blockin is not re uired behind horizontal 'oints where to the rafters. an�otntn9 Bd common �o�i; etaple galvonized, a e p 9 P 9 9 1 1-5/8 long; 1-5/8 acrewe, Type W or S , permitted by the manufacturer's installation requirements for the wood at�,�+�•��s anei9, combinotion subiloor underla ment to fromin D/4 MAX� Engineered wood products. Cuts, notches and holes in engineered wood specific sheathing materiaL 3.Where ceiling joists are not parallel to rafters,sub-flooring or metal s a and lesa 6d detormed no�i or Bd common no�i s �2 products are not permitted unless the penetrations are in accordance straps attached to the ends of the rafters shall be instatled in a manner to � B - � ed comron ncil or Bd deformed r,o�i s �2 � with the manufacturer's recommended s ecifications and standards for provide a continuous tie across the building, or rafters shall be tied to 1 - �-� B ' �-� 4 �od common r,a�i or 8d deformed noil s �2 �Pu,� � p P Connections. Braced wall panel sote ptates shall be fastened to , ; the a lication. inch b 4-inch nominal minimum-size crossties. ror st t ��n=25.4mm, t toot-�o4.emm, �r�:.s�er tau�L609 km/h PP ; the floor framing and top plates shall be conn�cted to the y � � a.�n��s�n-o��o�,box a defomiai shonka pccepi rhere oihenrise datcd.Noib uxd ta fromi and aheathing connections ahon hore minimum � 7 overoge bendmg rield atrengtFa as lollovr.Boka(55t u )ior ahank dbmeia of 0.192'(20d common na�90ksi(610 Npo)dr ahank dometers larger lhan D/4 MAX. framing above in accordance with Table R60,_.3(I). Sills shall be o.»r b�a�t��9��u,on o.m•,o�d �oo��Ises u �for stronk dameters of 0.1�2•o��. Fastening. Floor framing shall be nailed as follows-joist to sill or girder, ?° fastened to the foundation or slab. Where jo�:;ts are perpendicular E.Slaples ae 18 goge�ire and have o minimum 7/16 on diameter crorn rtdih. toenail with 3-8d nails. e.��,ou e�,�a o��o►mae tno� s•�;:;�,ter ot aN suppais wAere tpana ae 48'a greater. FLOOR JOIST - END CUTS to the braced wall �ines above, blocking sha!!be provided under Roof Coverings d. Fau-toot-by 8-foot a 4-foot-b�-9-toot pores�hall be appfied verticoly. � e.Spoc6g of fasienero nd induded m tAis ioble elall be bosed on Tuble R6b2.3(1). Framing of openings. Openings in floor framing shall be framed with a and in line with the braced wall panels. i.Fo�►��n��e��.��a or i�o�;��g�t�,Bd detortned noi�sholl be uud ta ottoching pyrrood ond waod atruciurol ponel rool aheoUiing to �o� Aspha/f shingles.Asphalt shingles shall have self-sealing strips or ��o�y:n�m��m�,�s�a�a�r►�y�b�a end�oqs,'rf mean roof heght is moro ihon 25(eei,up to 35 1cei mmnmum. �•o��+ header and trimmer joists.When the header joist span does not exceed �� q.Fa regiore hwing bcsic�ind speed of 100mph cr kss,nrn79 ra atto�n��■ooa�t�uct�,roi�a�rooi sheath'mg to gobk erd rau framing shop be spoced 6' �0�p°E� FAAX. D FROM be interlocking and comply with ASTM D 225 or D 3462. �,�ie�.y�n��a 6 ,� SUPPOR7 4 feet(1219 mm), the header joist may be a single member the same � P�1�9fe��.��:�� ioom n,na1s for atloching panel rooi sheaihing to nlermediale euppoils shall be epnced B'on centa fw ,�,,�.M,µ,��,� size as the floor oist Sin le trimmer oists ma be used to car a sin le Wall Flreblock Construction m��m�e'd�aio��e rrom rd�8,eaves ona uk e�waus;o�a 4'on ceniar to gable end wdl Iraminq. 1 1 9 J Y ►Y 9 - A.Cypsum�heathing ehoN contam to AST►i C 79'�n;i orau ne irre�oi�a u,oaordance w�m ca 2�.f�er�ooro aneoinnq,noa confam to�siu c 2oe. sro u,.,,,,,.��E _1. header'oist that is located within 3 feet 914 mm of the trimmer oist Fasfeners. Fasteners for asphalt shingles shall be galvanized steel, �s�oG� d tostenere on iba eheaihin ��: �e o ras�o ane� � ( ) j g g po�. �y pp p edges supported by iramorg memDere ond ot aN Iloor pedmeters ony.5pacing d tastenere on g � P � � Flreblocking requlred. Fireblocking shall b,provi+�ed to cu;of all stainless steel aluminum or copper roofing nails, minimum 12 gage ro0��0�'�9 P��g�Pa��xi�supported by tramin�members ane ot a��roo�p�one perimeters.B�ocbrg ot roo�or eoor a�eothsrg pane�eeget D bearin When the header'oist s an exeeeds 4 feet 1219 mm � perpend�cuhr lo lhe froming membero shall not bc required except at u�tersection o(adjacmt root plona. Floor ond roof perimetar ahal De auppated by frami� �+�� ' concealed draft openings(both vertical and horizor�al)and to form occe�s�veR�E,n -7- the trimmer joists and ihe header joist shall be doubled and of sufficient (0.105 inch)shank with a minimum 3/8-inch diameter head,ASTM F memben a�I'd bbcking. �y�,p�p,� c�oss section to suppolt the floot joists framing into the header. an effective fire barrier between stories,and betwe�:n a top story and 1667, of a length to penetrate through the roofing materials and a �/3 ►��. 1 the roof space. Fireblocking shall be provid2d in N�c.,•d-frame . Approved hangers shall be used for the header joist to trimmer joist construction in the following locations. minimum of'/. inch into the roof sheathing.Where the roof sheathing 1 connections when the header joist span exceeds 6 feet(1829 mm). Tail �, �n concealed spaces of stud wails and partitions, �►:cluding furred is less than'/<Inch (19.1 mm) thick,the fasteners shall penetrate �a,�reR/cEiuNc doisrs (eos.$) joists over 12 feet(3658 mm)long shall be supported at the header by spaces,at the ceiling and floor levels. Concealeci hxizontal furred through the sheathing. Fasteners shaU comply with ASTM F 1667. framing anchors or on ledger strips not less than 2 inches by 2 inches spaces shall also be fireblocked at intervals not exreeding 10 feet r"°`E�s e�"'°�cE�r"'' (51 mm by 51 mm). Fireplaces & Chimneys-rr�c�`ory Built w n�E�,��,p�,,,�,"w;�,o (3048 mm). Batts or blankets of mineral or glass fiber shall be Attachment.Asphalt shingles sha�l have the minimum number of SUCCESIVE SiUDS ARE DOUBLED AND 50 allowed as fireblocking in walfs constructed using parallel rows of fasteners re uired b the manufacturer. For normal a lication �� BORED wc�,h�iN n�y�uE caoss D/3 MAX Fireblocking. Fireblocking shall be provided in wood-frame floor studs or staggered studs. asphalt shingles sha I be secured to the roof with not ess than four Chimneys for use with factory-built fireplaces shall comply with the N��,�oR„��H construction and floor-ceiling at intervals not exceeding 10 feet(3048 2.At all interconnections between concealed vertic�al and horizontal feqUll'2t11etlts Of UL 127. mm . The fireblockin material shall consist of 2-inch 51 mm s aces such as occur at soffits,dro ceilin s and cove ceilin s. fasteners per strip shingle or two fasteners per individual shingle. flcuRE Rso2.6�,� 1 � 9 � � P P 9 J NOTCHING AND BORED HOLE LIlAITATIONS FOR EXTERIOR WALLS , nominal lumber,or two thicknesses of 1-inch (25.4 mm)nominal lumber 3. In concealed spaces between stair stringers at th�top and bottom Where ihe roof slope exceeds 20 units horizontal (20:12), special FACTORY-BUILT FIREPLACES nNn eeAR�r,c w��s with broken la oints, or one thickness of 23/32-inch 19.8 mm wood of the run. Enclosed s aces under stairs shall com I with Section methods of fastening are required. 2 iN. �niN. FROM TOP Pl � ) P p Y IPE OR CONDUIT structural panels with joints backed by 23/-o-inch (19.8 mm)wood R314.8. AND BOTTOM OF JOIST structural panels or one thickness of3/4-inch(19.1 mm)particleboard P 9 p p g and floor Underlaymenf application. For roof slopes from two units vertical in General. Factory-built fireplaces shall be listed and labeled and shall be �ncTun� �EPTH 4.At o enin s around vents, i es and ducts at ceilin � with joints backed by 3/4-inch (19.1 mm)particleboard, l/2-inch (12.7 level,to resist the free passage of flame and produr,ts of 12 units horizontal (17-percent slope), up to four units vertical 12 installed in accordance with tf�� condi6ons of the listing. Factory-built mm)gypsum board,or I/4-inch (6.4 mm)cement-based millboard. Batts combustion. units horizontal (33-jpercent slope), underlayment shall be two layers fireplaces shall be tested in ac;cordance with UL 127. FIGURE R502.8 or blankets of mineral wool or glass fiber installed in such a manner as to applied 'In the following manner.Apply a 19-inch strip of . CUTTING, NOTCHING AND DRtLLING be securel �eta�ned in lace shall be ermitted as an acce table fire Materlals. Fireblocking shall consist of2-inch nominal lumber,or two Hearth extensions. Hearth extensions of approved factory-built fireplaces Y P P P underlayment felt parallel with and starting at the eaves fastened i block. Loose-fill insulation material shall not be used as a fire block thicknesses of 1-inch nominal lumber with broken I�pjoints,or one ' shall be installed in accordance with the listing of the fireplace.The thickness of 23/32-inch wood structural anels with'oints backed sufficiently to hold in place. Starting at the eave, apply 36-inch-wide un►ess specifically tested in the form and manner intended for use P � hearth extension shall be rear�ily dis6nguishable from the surrounding by 23132-inch wood structural panels or one thickness of 3/4-inch sheets of underlayment, overlapping successive sheets 19 inches to demonstrate its ability to remain in place and to retard the spread of particleboard with joints backed by 3/4-inch particlehoard, '/Z and fastened sufficiently to hold in place.For roof slopes of four units floor area. fire and hot gases. inch gypsum board, or 114-inch cement-based millboard.Batts or vertical in 12 units horizontal (33-percent slope) or greater, manner bfankets of mineral wool or lass fiber installed in sach a manner as Urrvented gas log heaters.An Unvented gas log heater shall not be 9 underlayment shall be applied shingle fashion, parallel to and installed in a factory-built firP►?!ace unless the fireplace system has been to be securely retained in place shall be permitted as an acceptable starting from the eave and lapped 2 inches,fastened sufficiently to fire block.Loose-fi►I insulation material shall not be used as a fire SpeCIflCally teSted, IlSted 8fld labeled for such use in accordance with UL block unless specifically tested in the form and mar;ner intended for hold in plaee. End laps shatl be offset by 6 feet. 127 MICROLLAM BEAM CONPJECTION DETAILS use 10 demonstrate its ability to remain in ptace and to retard ' the spread of fire and hot gases. Ice protection.An ice barrier that consists of at least two layers of EXTERIOR AIR SUPPLY ! undertayment cemented together or of a self-adhering polymer MICROLLAM CONNECTION: A z MICROLLAM CONNECTION: D � MICROLLAM CONNECTION: G t Unfaced flberglass. Unfaced fiberglass batt insulation used as modified bltumen sheet, shall be used in lieu of normal underlayment Factory-built or masonry fireplaces shall be equipped with an exterior N� N� N� TrussNofes fireblocking shall fill the entire cross section of the wall cavity to a and extend from the eave's edge to a point at least 24 inches inside air supply to assure proper fuel combustion unless the room 2 ROWS 12d I' minimum height of 16 inches measured vertically. When the exterior wall line of the buildln „ 1/2" THRU BOLTS 1/2" THRU BOLTS � L Trussdesign drawings.Truss desgn drawings,prepared In 9• is mechanically ventilated anci controlled so that the indoor pressure is � conformance with Section R802.10.1,shall be provided to the code piping, conduit or similar obstructions are encountered,the insulation NAILS � 12 oc 24"oc 12"oc ' enforcement official prior to installatlon.Truss design drawings shall p g y neutral or SItIVe. ; shall be acked ti htl around the obstruction. Flash/nq for asphalt shfn_qles. � 3r�d ROW REQ'D FOR include,at a minimum,the information apec�ed below.Truss design c c c 14 , 16'� 18' BEAMS drawings shau be provided with the sh�pment of trusses delivered to the EXte�lOf COmbustio�al�duCts fo�f8Ct0�y-built fifeplaCes Shall be a Ilsted N� N� `�� job Sae. Base and cap flashing. Base and cap flashing shalt be installed in com nent of the fire lace and shall be installed accordin to 1.Slope or depih,span and spacing. � p 9 s.�o�ac�on of�i�o��ts accordance with manufacturer's installation instructions. Base the fireplace manufacturer's i,�s:ructions. s.Reyu�ed bearing widcns. flashing shall be of wither corrosion-resistant metal of minimum MICROLLAM CONNECTION: E MICROLLAM CONNECTION: H 4.Desgn loads as applicable. MICROLLAM CONNECTION: 8 a.t.'roP cnord iive ioad��nduding snow ioaas�. nominal 0.019-inch thickness or mineral surtace roll roofing weighing The exterior air intake shali t�e capabie of providing all combustion air N� N� N� 4.2.ToP cnord dead ioad. a minimum of 77 pounds per 100 square feet. Cap flashing shall be from the exterior of the dwelling or from spaces within the dwelling a.s.eonom cnord ii�e ioaa. corrosion resistant metal of minimum nominal 0.019-inch thickness. ventilated with outside air such as crawl or attic s aces.The exterior air 3 ROWS oF 12d M 4.4.Bottom chord dead load. p 1/2" THRU BOLTS 1/2 THRU BOLTS a.s.co��e�t�ec�a�oeds.�a�na�Po�,ts orePPnoetb�. intake shall not be located within the garage or basement of the dwelling NAILS � 12"oc 12"oc 24"oc I a.s.controii�,g w�d e�d eartnyuake bads. Valleys.Valley linings shall be insta11ed in accordance with nor shall the air intake be{ocated at an elevation higher than the firebox. � s.ndi�5m,e�ts to i�mb�r and�oi�t�on�e�cor de5�g��ai�e5 tor manufacturer's installation instructions before applying shingles_ The exterior air Intake shall he covered with a corrosion-resistant screen �' conditions of use. i�� i�� c�� '' s.eacn reaction torce and direction. Valley linings of the following types shafl be permitted: of U4inch(6.4 mm)mesh. 7.Joint connector type and descriptan(e.g.,size,tnickness« 1. For open valley(valley lining exposed) lined with metal,the ga�9e�a�d cne a�mensiooed b�a►��or eaon�oi�t valley lining shall be at least 24 inches wide and of any of the Unlisted combustion air ducts shall be installed with a minimum 1-inch ' connectorexceptwheresymmetricaltylocatedrelativeto � MICROLLAM CONNECTION: F , MICROLLAM CONNECTION: I � the)oint intertace. corrosion-resistant metals in Table R9. (25.4 mm)clearance to combustibles for all parts of the duct within 5 feet �IICROLLANt CONNECTION: C N N N ' 8.Lumber size,species and grade for each member. Z. FOf Op211 VaIIByS,valley lining of two plies of mineral surtace roll (1524 mm)of the duct outlet. 9.Connection requirements for. I 9.1.Truss to truas girder. f00f f19, complying with ASTM D 249, shall be permitted.The 3 ROWS OF 12d� � ' sz.Truss piy co piy. The combustion air passagevray shall be a minimum of6 square inches n 1/2" THRU BOLTS 1/2" THRU BOLTS ! s.a.Fi�d sPnoes. (3870 mm2)and�ot more than 55 square inches(0.035 m2), except that NAILS � 12 oc 24"oc 12"oc 10.Calculated deflection ratio andlormeximum description for COIT1bUSb�f1 8I�S St21'T1S fOf IlSted fire laces shall be constructed live and total load. y p a a e 11.Maxlmum a�clal compresslon foroes In the truss members aCCOfdlllg t0 tIl@�IfepldCe t11af1Uf8CtUfef S It15UUCt10(15. N� N� N, ` ', to enable the building designer to design the size, `� , connections and anchorage of the permanent continuous OFFSET FROM iaterai bracin9.Forces snan be shown on tne tn,ss design � The exterior air outlet is permitted to be located in the back or sides of drawiny a on suppiemenca�dxumen�s. the firebox chamber or within 24 inches (610 mm)of the firebox opening SIDE TO 51DE , �z.Req��r�d Pem,a�e�t►�,55 m�mb��bra�n9 io�ano�. on or near the floor.The outlet shall be closable and designed to prevent 'i 2.Des/gn.Woad trvsses shall be deslgned In accordance with accepted f� burning material from dropping into eoneealed eombustible spaees. �i engineering practice.The desgn and manufacture of inetal plate �E�E�t �, � �1,Y4}s4jo� �,�-�`"� connected wood trusses shall comply with ANSIITPI L � ' 3.Bracln .Trusses shall be breced to revent rotation and rovide laterel NOTES: B�( REVISION /� stability i�accordance with the requirements spec�ed in the construction �� Q�:••'y ASF�,,c F��`-� `�� ..� C A R R I A G E H 0 U S E R E S I D E N C E R E N 0 VA TI 0 N documents tor the bullding and on the Indlvklual truss deslgn drawings.In i. I !S A VI OLATI ON OF T E ty `` �� • � o�'�'o / �..T,he:•5enl & slgnature of the ' N��r Y�K STATE EDUCATI�/ ;' c.� ;��Q' €.�-��--� ; t�;�deslgn professional in the #39 MURPHY LANE, SARATOGA SPRINGS, NY 'I the absence of specific bracing requfrements,trusses shall be braced in L AW SECTI ON 7209-2 FOI� � . � �'.� � accordance with ANSI/TPI 1. ANY PERSON TD �L TE'R [m W . o � � ,�,'�' � �� - :t�tle btock Is to certify that BY: SOUTH ALLEY, LLC i CHANGE TH! S ORA NG UN- U e I- �,` ��.��.;��'" �he constructlon docur�ents • 4.A/teradons to lnrsses.Truss membera shaA not 6e cut,notched,drilled, LES S TH Ey ,q RE ACTI/�C U/�- • -*'' + j� � '� splkedorotherwisealteredhanywaywithouttheapprovalofa DER THE DI RECTI ON OF A �,� � �,r^�.,.r�",� ;lheet oY` exCeed the �lew York DRAWING NOTES 8c DETAILS A-7 L!CENSED PROFESS/ ONAL - .. ��,� '�,�-� . �State Energy Conser�atlon registered design professional.Alteretions resulting in the addition of load �n • �Code and the Resldentfal Code JULY 28 2015 ENG!NEER. > �, �. e � �. (e.g.,HVAC equipment,water heater)that exceeds the design bad for ,� ° ,�-��(�b A � � . the truss shall not be permitted wlthout verification that the truss ls 2. ONL Y THOSE DRA�NI NGS BEAR- P, �,.f�s� .a`�;,•°��J�eo �� of New Yor^k Stnte, capable of supporting such additional loading. TURET� THE�NG�NEERG�N �� Y r;f��s• �� ' ED H 8E APPROVED ``��E OF N�� '� ENGINEERING AMERICA COMPANY �Y TH�'�tNGl�N�ER. ��j,��+�� 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 (518)587-1340 3. COPYRIGHT� 2015 � � ENciNEERiN ,aMER�c,a ca � �� 1, ��,� TONYA L. YASENCHAK, P.E. 15-0042 TLY . ��., :_ _ , _ _ 1' ZONING INFORMATION: ZONING DISTRICT: UR-3 MINIMUM LOT SIZE: 8,000 SQ. FT. (6,600 SQ. FT. FOR SINGLE FAMILY RESIDENCE) MINIMUM MEAN LOT WIDTH: 80 FT. (60 FT. FOR SINGLE FAMILY RESIDENCE) MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY: PRINCIPAL BUILDING: 30 � ACCESSORY BUILDING: 10� MINIMUM YARD DIMENSIONS: FRONT: 10 FT. REAR: 25 FT. ONE SIDE: 4 FT. TOTAL SIDE: 12 FT. PRINCIPAL BUILDING: MINIMUM FIRST FLOOR AREA: 1 STORY: 1,200 SQ. FT. 2 STORY: 800 SQ. FT. NOTES: MAXIMUM BUILDING HEIGHT: 60 FT. MINIMUM DISTANCE FROM ACCESSORY BUILDING T0: 1.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE PRINCIPAL BUILDING: 5 FT. OR A TITLE REPORT, FRONT LOT LINE: 10 FT. SIDE LOT LINE: 5 FT. 2.) OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES. REAR LOT LINE: 5 FT. MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25� VARIANCES GRANTED: MAP REFERENCES: ON MARCH 23, 2015 THE SARATOGA SPRING ZONING BOARD OF APPEALS GRANTED THE FOLLOWING VARIANCES FOR THIS PROPERTY, 1.) MAP ENTITLED "MAP OF LOTS OWNED BY A.S. MAXWELL�F, DATED 1854, MADE BY H. SCOFIELD, C.E. AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS , CARD 2,- POCKET 3, FOLDER 2 , � ._ . _ . . 2.) MAP ENTITLED "MAP OF LANDS OF DANIEL M. AND LORETTA A. MARTIN", DATED VARIANCES GRANTED APRIL 23, 2009 AND MADE BY THOMPSON / FLEMING LAND SURVEYORS, P.C. DIMENSIONAL REQUIREMENTS FROM TO RELIEF REQUESTED MINIMUM LOT SIZE 6,600 SQ. FT. 2,500 SQ. FT. 4,100 SQ. FT. (62.1%) DEED REFERENCE: MIN. AVERAGE LOT WIDTH 60 FT. 50 FT. 10 FT. (16.7�) 1.) DEED DATED APRIL 13, 2015 FROM STEPHEN J. MITTLER AND MANDY R. MIN. FRONT YARD SETBACK 10 FT. 3.1 FT. 6.9 FT. (69�) MITTLER TO SOUTH ALLEY, LLC AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS DEED N0. 2015011306. MIN. REAR YARD SETBACK 25 FT. 15.7 FT. 9.3 FT. (37.2�} MIN. TOTAL SIDE YARD SETBACK 12 FT. 11.4 FT. 0.6 FT. (5%) I HEREBY CERTIFY TO: MAX. PRINCIPAL BLDG. COVERAGE 30% 46.5% 16.5� (55%) 1.) SOUTH ALLEY, LLC MIN. PARKING REQUIREMENT 2 SPACES 1 SPACE 1 SPACE (50�) THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. AS-BUILT LOT COVERAGE: AREA OF HOUSE (MEASURED TO ROOF LINE = 1,092f SQ. FT. OR 43.7� OF LOT. DANIEL C. W ELER P.L.S. LIC. N0. 50, AREA OF HOUSE TOGETHER WITH PATIO AND STEPS = 1,148f SQ. FT. OR 45.9% 0 I � W � unurY � OVERHEAD UTIUTY LINES POLE ..... ..... ....• ••••• S O U TH WIDTHGOF PAVEMENT �611 t FT. ALLEY (ALSO KNOWN AS MURPHY LANE) S65'35'30"E 50.00' - S s�-59��5---SS-S�-SS--SS--S�-SS 5S-SS�S--SS--Sc-cc-�S SS-�S--S S-5�� :�Y^'1•'ril.�}��7:��•i��'� s� P�` � � 150 FT. TO 7HE EASTEF2LY UNE +Y:•`f.i:%'t.,:;��,•::.,�� 1` COPPER SANITARY�� y OF cXARK S7REET * '''��;.''!�•SfAMPED�^"•"'s AR � '�;.�.:CONCREiE�j�:y',� g�Y1� SEYVER � 100 FT, TO hIE WESTERLY LINE :;'�,;:"Qf21V€WAY'•�r �� ROOF LINE SERVICE OF STRATTON STREE7 , ,�.� .�� . • r'- ------ 8.9't ,�'' v�. - 5.7't ,., r,y, ,�. r., „� - ----- .. .. �.. �� I ..___ _.----- � _ 26.3' I . � ELEC. - Q p � i � MEIER 0 � � � �I I i METER � V� � � � �I OVERHANG � I � � CON RETE HOUSE Y � DRIVEWAI� � ., I m � � :,�"��j' i N � LANDS NOW OR FORMERLY OF ^ �;�'�%,; �� LANDS NOW OR FORMERLY OF MATTHEW AND LYNDASY SPERAZZO d � �- - ---------� i� DANIEL M.AND LORETTA A.MARTIN Z I 10.1' DEED NO.2016022241 �i � DEED NO.2007017184 g � ! ; I � � I ' 05.7't � 36.4' � PICKET J - ---- � FENCE � --------- RAISED 5.9'f LOT 1.�6' W 7Epg CONC. BLOCK (MAP REF. N0. 1) � LANDS OF PAn� OVERHANG 3 LOT 1.�1 �o o ,� SOUTH ALLEY,LLC � (MAP REF. N0. 1) ,� o N � � DEED NO.2015011306 � � � -,'�� N ^ AREA=2,500t SQ.FT. �' N N � W �d' Z TAX�l/.4P PA�CEL NQ � vNi 16.�'B�>-21 a n.c. N65'35'30"W WOOD FENCE 50.00' UNIT � g LANDS NO W OR FORMERLY OF.' � - SUSAN L.BRUfVDIGE AND CYNTHIA L.BRUNDIGE LANDS NOW OR FORMERLY OF DEED NO.2016019448 WILLIAM C.CRAGER,111 AND KATHRYN L.CRAGER DEED NO.2016136124 �or�,�s LOT�� REVISIONS: (MAP REF. N0. 1) (MAP REF. N0.1) 1.) FINAL SURVEY ON APRIL 3, 2019. 2.) SURVEY UPDATE ON OCTOBER 9, 2019. TI TLE: SURVEY OF LANDS OF ��° SOUTH ALLEY LL A i9 tio19 � C o�� 5 �DEED N0. 201501 1306� a�o�s a�Me"` S�. 00P gu��d�t�9 LOCATION: DATE: CITY OF SARATOGA SPRINGS (I.D.) JUNE 24, 2015 SARATOGA COUNTY, NEW YORK SCALE: 1 INCH = 10 FEET MAP N0. 2015-03-04 UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLAitON OF ARTICLE 145, SEC110N 7209, SUB-PARAGRAPH (2) OF THE NEW YORK STATE EDUCATION LAW. Q� N�y, �P��, � wy � f . . �/'� O� �iA � 17h' � vJ I- E Y i� ird� nu - , ��,��``"$�,; hti:; DANIEL C. WHEELER LS wn r. ini'i n� f < O /•M,y,W�NyY�,5555?'�Ny �� ,'1lf��55'hVA�M1S(� � :`V.,.y :.V.,.,S CIA TES LL 50131 P�`� '„�,�; V: � V,'hVl � �AND `'J , PROFESSIONAL LAND SURVEYING DANIEL C. WHEELER P.L.S. LIC. N0. 50,137 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PH. (518) 583-7302 FAX (518) 583-7303 i _ _ _ _. __ _ . _ _ ZONING INFORMATION: ZONING DISTRICT: UR-3 MWIMUM LOT SIZE: 8,000 SQ. FT. (6,600 SQ. FT. FOR SINGLE FAMILY RESIDENCE) MINIMUM MEAN LOT WIDTH: 80 FT. (60 FT. FOR SINGLE FAMILY RESIDENCE) MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY: PRINCIPAL BUILDING: 30 � ACCESSORY BUILDING:10% MINIMUM YARD DIMENSIONS; FRONT: 10 FT. REAR: 25 FT. ONE SIDE: 4 FT. � TOTAL SIDE: 12 FT. ,,.. ' PRINCIPAL BUILDING: MINIMUM FIRST FLOOR AREA: 1 STORY: 1,200 SQ. FT. 2 STORY: 800 SQ. FT. MAXIMUM BUILDING HEIGHT: 60 Ft. NOTES: MINIMUM DISTANCE FROM ACCESSORY BUILDING T0: 1.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE PRINCIPAL BUILDING: 5 FT. FRONT LOT LINE: 10 FT. OR A TITLE REPORT. SIDE LOT LINE: 5 FT. REAR LOT LINE: 5 FT. 2.) OFFSET bIMENSIONS ARE MEASURED TO ROOF LINES. MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25% VARIANCES GRANTED: ON MARCH 23, 2015 THE SARATOGA SPR►NG ZONING BOARD OF APPEALS MAP REFERENCES: GRANTED THE FOLLOWING VARIANCES FOR THIS PROPERTY. 1.) MAP ENTITLED "MAP OF LOTS OWNED BY A.S. MAXWELL'�, DATED 1854, MADE BY H. SCOFIELD, C.E. AND FILED IN THE SAF2ATOGA COUNTY CLERK'S OFFICE AS CARD 2, POCKET 3, FOLDER '2 -- VARIANCES GRANTED 2.) MAP ENTITLED "MAP OF LANDS OF DANIEL M. AND LORETTA A. MARTIN", DA7ED APRIL 23, 2009 AND MADE BY THOMPSON / FLEMING LAND SURVEYORS, P.C. DIMENSIONAL REQUIREMENTS FROM TO RELIEF REQUESTED MINIMUM LOT SIZE 6,600 SQ. FT. 2,500 SQ. FT. 4,100 SQ. FT. (62.1�) DEED REFERENCE: MIN. AVERAGE LOT WIDTH 60 FT. 50 FT. 10 FT. (16.7�) 1.) DEED DATED APRIL 13, 2015 FROM STEPHEN J. MITTLER AND MANDY R. MIN. FRONT YARD SETBACK 10 FT. 3.1 FT. 6.9 FT. (69�) MITTLER TO SOUTH ALLEY, �LC AND RECORDED IN THE SARATOGA COUNTY MIN. REAR YARD SETBACK 25 FT. 15.7 FT. 9.3 FT. 37.2% CL�RK'S OFFICE AS DEED N0. 2015011306. ( ) MIN. TOTAL SIDE YARD SETBACK 12 FT. 11.4 FT. 0.6 FT. (5%) I HEREBY CERTIFY TO: MAX. PRINCIPAL BLDG. COVERAGE 30� 46.5� 1fi.5% (55%) MIN. PARKING REQUIREMENT 2 SPACES 1 SPACE 1 SPACE (50�) 1.) SOUTH ALLEY, LLC THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE AS-BUILT LOT COVERAGE: NEW YORK STATE A�SOCIATION OF PROFESSIONAL LAND SURVEYORS. AREA OF HOUSE (MEASURED TO ROOF LINE = 1,092f SQ. FT. OR 43.7� OF LOT. DA IE . WH E P.L. . LIC. 0. 50,137 AREA OF HOUSE 70GETHER WITH PATIO AND STEPS = 1,148f SQ. FT. OR 45.9% �l, I-- W W OC UTIUTY ..... ..... ..... ..... � OVERHEAD UTIUTY LINES POLE ""' ""� SOUTH WIDTHGOF PAVEMENT 1611t FT. ALLEY (ALSO KNOWN AS MURPHY LANE) S65'35'30"E 50.00' �-ss-�s-ss--ss---ss-ss--ss-ss---ss---ss-ss--s$---ss--ss--ss-ss-�s---ss-ss-s �v. %�:.)t�'�:�.;�S�i• B' PVC �� ;�,rvi•,t y , ,p.�,�,•,�,�,„ � `; ^ •��,'�,,�,.+ .;,r 1` COPPER SANITARY�� 150 FT. TO hiE EASTERLY IJNE `'� �� SEWER * 100 FT. TO THE WESTERLY UNE * "'!s,r.!••SfAMPEO�•��" ' WATER OF CLARK STREET ,, i��M1 � �;;�',�,�CONCR�iE��;�;,'�� SERVICE SERVICE � OF STRATfON STREET �ti �pftlV;rWA�;; ^« ROOF .,,. , � .,� .� . . LIN ; „ , ,.-.._._- _--,.^-- ,, ., r.+,... . 5.9't ,.;.,•.,,ti.r:: :':: ..,. �.----:.._- _ - ----- � �`Q o ( � 26.3' � METER � � ` o o � � METER � i w� �.� � �� 1 � �I ROOF o� I �I OVERHANG � � ( � # I (COVERED � TWO STORY i � I CONCRETE HOUSE DRIVEWA`� � ,,;� N I �� "'"{��, LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF '""�' I`` .. ":�r�: _ ; � MATTHEW AND LYNDASY SPERAZZO ^ i� DANIEL M.AND LORETTA A.MARTIN �----_____ z DEED NO.2016022241 � i � ' ��, I DEED NO.2007017184 g � ; � I v ; °' � I ' � � 5.7't � ' 36.4' I A.C. PFE KCET � -__.. ___.._- UNIT __J"'` q --------- - _ a RAISED 5.9'f LOl R�6 � �pg CONPAnO CK LOT 1.�7 (MAP REF. No. 1) W � LANDS OF FIREPLACE 3 (MAP REF.N0. 1) OVERHANG o W * SOUTH ALLEY,LLC M M < a DEED NO.2015011306 �, � ��, N N � � AREA=2,500t SQ.FT. � � :� z N TA,Y,!/.4P P.4�CEL NQ � �^ J6.:�8�1-?? a a.c. N65'35'30"W w000 �NCE 50.00' UNIT � � � tANDS NOW OR FORMERLY OF StJSAN L.BRUNDIGE AND CYNTHIA L.BRUNDIGE ' LANDS NOW OR FORMERLY OF WILLIAM C.CRAGER,III AND KATHRYN L.CRAGER DEED NO.2016019448 DEED N0.2016136124 LOl 1,.�5 LOl 1,�8 (MAP REF. N0. 1) (MAP REF.Na �) REVISIONS: 1.) FINAL SURVEY ON APRIL 3, 2019. TI TLE: �� SURVEY OF LANDS OF SOUTH ALLEY, LLC (DEED N0. 2015011306) LOCATION: DATE: CITY OF SARATOGA SPRINGS (l.D.) JUNE 24, 2015 SARATOGA COUNTY, NEW YORK SCALE: 1 INCH = 10 FEET MAP N0. 2015-03-04 UNAUTHORIZED AL7ERATION OR ADDITION TO THIS MAP IS A VIOLA110N OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2) OF THE NEW YORK STATE EDUCA110N LAW. . �� y�, � . �� `� 'rrr:��x,}ry; ,� •'� � .'�N lA1V . � �� °�''"`�`� �' DANIEL C. WHEELER LS �C� ',� ' '.SV�N, ', . � .1 ��:. 555}�� . � �I'fO �. � �� .�+ffA,�.:}5:Q55��Q � � :_l h511kh'!.'k:1.\';N! ' �y ' • ;\ � � �� 1 1 ''Nll�hS'.N1':51Vht� 1.' ',l;1h555W 5�15' � -� I(� •'1.V!!M� 5� i� ( ,` "��V. � ti.S CIA TE,� LL C �o ..,.,�,� `� '1fSN5.'}�{' �'h'h5• �,��'j�' 3� 'h{5�.5.� � ,�,.�,..�� l�i��.� C�v � "��` PROFESSIONAL LAND SURVEYING DANIEL C. WHEELER 432 BROADWAY, SUITE 5, SARATOGA SPRINGS; NY 12866 P.L.S. LIC. N0. 50,137 PH. {518) 583-7302 FAX (518) 583-7303 -_ --__ __ ___-- __ — —___— -- �. �_ _��_ _ __ --- -- - -- — -- ____ _- __ _ _ ._ . -. -- _..._ ___�-- �e'� .— 0 N CD O U ��EJ�G E�`�il��C ��1€� � � 39 MURPHY LANE `� w � SARATOGA SPRINGS, NY LQ��: ROOF DEAD: 15 PSF SNOW: 0 SPF 2f�D FLOQR DEAD: '10 PSF 2ND FLOOR LIVE: 20 PSF WALL DEAQ: 100 PSF SQIL BEARING: 2500 PS F �_ SANDl,'itICH POST BETWEEN 2-W8 / BEAMS AND SECURE WITH / 2-2X1� CROSS BEAMS & 6 LEDGERLOK IN EACH CROSS PIECE 2X10 ON INTERIOR & W8X31 MIN.STEEL LIFTING BEAM EKTERIaR SECURED HP14X73 MIN. STEEL TO WALL STUDS W/ (2) LIFTING BEAM 3-5/8" LEDGERLOKS `"AR'�'"�: APPROVALS QATE t-r�s a vio�a�iory oF ,-.,- -__., � NEW YORK STATE .��E��`�� DRAWN BY SECTION EQUCATfON LA�lV FOR ANY R, /�D �i�L14 N E N�t��1�f C� �L�� PERSON, UNLESS ACTlNG �G' ?`�� ro�� NOLAN 10/6/2015 �.�� UNDER THEDIRECTION OF � � ' � ENGINEER A LICENSED PROFESS►ONAL �;_ • , � � EN�INEER,TO ALTER IN ` ' � � ANY WAY ANY PLANS, � ��`�,, ��'� � NOLAN SPECIFICATIONS, PLOTS�R �� ,., �-� CUST�MER SIZE REV JOB NO RICHARD E NOLAN, STRUCTURAL ENGINEER RICH@NOLAN-ENGINEERING.COM REPo��s Ta w�«H TH� ��^ -�t taA`� SEAL OF A PROFESSIONAL �_.,;�G ,:� JC McCASHI�N G` BARN RAtSE 10-6-15 NYS REGISTERED PROFESSIONAL ENGINEER LC#083929 ENGINEER HAS BEEN �� -� PROJECT SCALE: AS 333 KINGSLEY ROAD BURNT H1LLS, NY �2027 PH 51€;=280-319Q WWW.NOL�tN-ENGINEERiNG.CO�Y� ,iPPLIED. BARN RA1SE INDICATED SHEET 1 OF 2 I � _ _ ; 36'-1" 3' MAX ' MAX HP14X73 MIN. STEEL � ( � lNSTALL 2-2X10 AROUND � ( LIFTING BEAM I ( PERIMETER {ONE INTERIOR & �NE EXTER(4R); SECURE EACH 2X1� TO E�ISTING WALLS STUDS W/MIN. OF CRIBBWG AT 2-3-518" LEDGERLOK OR EQUAL JACKtNGPOiNTS SCREW DOUBLE 2X8 AT LIFTING BEAM LOCAT(�N A MIN. I I I ( I OF 4' TO EITHER SIDE OF I � ( � T. NAIL Dt�UBLE PLIES TOGETHER AT 8'" O.C., ALONG TOP & BOTTOM EDGE 6'-8" 'i 0'-0" g�_g�� g,_g„ _� _ EXISTING 8"X8" FLO�R BEAM \ � SUPPORTING 2ND FLOOR `�' � � a � � w � W � W zti N , � °° w �— � � °° � � � m u, Q c� a - � zc� z > m zm � a- __ r- p t= _ � X � � u- � wu- � � MW � � � � � � W��- � � � (� _ ( � � = ( IZ � m � O � � c� u� � � � � � � . � �_- � Z � �"� > ZO H � � � � O � � r- F- S � c� � � � pW S � � O �' m O � H _ � � _ _I HP14X73 MIN. STEEL ( _ LIFTING BEAM �''°'R"'"�: AP�'ROVALS Q�.TE tT tS A VtOLATtON OF � F LO�R P�N � NEW YORK STATE �,,�-- ., DRAWN BY EDUCATtON LA�l�f FOR ANY ��F N�� Y �� 1 r�L�N ��E�� PERS�N,UNLESS ACTING ��Q.�� E. ��'�� NOLAN �O/�/ZO'I� � � UNDER THE DIRECTION OF � �� '� ENGINEER C� •�•�,.; A LICENSED PROFESSIONAL ; � � ENGINEER,TO ALTER IN ` � NOLAN ANY WAY ANY PLANS, ( �'1' ` SPECIFICATfONS, PLOTS OR ,�� c� CUSTOMER SIZE REV �OB NO RICHARD E NOLAN, STRUCTURAL ENGINEER RICH@NOLAN-ENG(NEER(NG.COM REPC3RTS T�WHICH THE �'s�.o : �.;��= JC McCASHION � BARN RAISE 10-G-15 SEAL OF A PROFESSIONAL p ��, ��, NYS REGISTERED PROFESSIONAL ENGINEER LC#083929 Erv�iNEER HAs BEEN ��=��``' - PROJECT 333 KINGSLEY ROAD BURNT HILLS, NY '12027 PH 518 28Q-3190 W1NW.NOLAN-ENGINEERING.CO�J1 �P�uEo. sARN �aisE SCALE AS SHEET 2 OF 2 INDICATED 26' 2" � � _ _ _ —__ ---_ _ �, _ _ _- _ _ __ -- ---_ ---_ _ _------ _---- __ —-- _ _____ __ _ --_ __ --- --- __---_ __ -----_ — -- _-- ___ -- --_ --_— ___— —-- -- _____ _ -------—_--- -__ __ ___- —--� , � � , �� _ � — — -- 1� � E � � , � . .� � �� ; ; ; �, �� , _ _ �. � .: . . � I wG i I I � I II � I � i �I ;� o � c�, . a � ------ --- _-- ' - - _--- --_ � .� r ��„ , �� .�� , , _� . � �� - - - : , ,,� _ _— � - -- � ' ii� � ,�:,�, d _ ,.��:, , ., �. � .r .,� � �. �, .� ,. �_ �,,, . . r � v� ,. _ � ,�� , .n, � . . _ . . ,��.r� . . , �� s � ,� . , n . .. . ..� � . . . �� .� .. . �w., ,. � ,. ��,, ��. , . , ,_.� �r. � . � , � � 13' 2 1 /2" ' ' � � ._ � � _ - — _ — — — _ � ;�� — ,� �� .,�, � ��,� �: . �� . .. . . , �� . < � . .�� ,� . �n� . . �� _� � . �.�_. � �. � , � ,; � � x a . ^ I ��\ \// I � � � : � �' ..'. �<.,�. •�� ,. . 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I .I :,r-� I � � ---'-- I � i � � � _ _-_-___ TO � � E - -- —_ __ � __ --_— _ i � 26' 2" ;__ -_ _ - - -- - -_ . - - - —_- , _-- -- __ - -_ __ _ - --.- — � __ -__- _ _ _ _� _ ______ __ __ _ ___ _ �- - _ _- — — - _ — M u r h L a n 'TI�IS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be - -- � e inc�rporated into the building design at the specification of the building designer. See individual desi Y ' • • • • n sheets g for each � -- - truss design identified on the placement drawing. The building designer is respor�sible for temporary and permanent bracing I - -- - - _ _ __ -- - - ___ __ __ - - South Alley LLC of the roof and floor system and for the overall structure. The design of the truss support structure mcludin headers beams walls, and columns is the res ' ' ' � � g ° � I ponsibility of the building designer. For general guidance regarding bracing, consult "Bracing of I wood trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, -- � �/�O- __ -- -- - _-- �� /� � l�ew �ark L Contractor/Superintendent to verify that the provided truss la out shall match the fin WI 53179. It is the responsiblility of the General j �� Y al intended construction lans load' p , ing conditions, and � use. If they do not, it is the responsiblility of the General Contractor/Superintendent to provide prints/plans containing the latest specifications I F�`�,�` �� i �► A Llniversarl ForestProducts Cornpa�ra�fand designs. Universal Forest Products will not be responsible for prinUplan changes by others after final a roval ofsh ��H.��y lndnsG•ial l'vk llo.�d/Huilson,N}-LS��/Yhone:51S-ti'?Z;-?8ti8�l�,t�;51�-K"�:-`�;�,�they be responsible for errors or modifications made on-site during construction. DO NOT CUT, NOTCH, DRL L OR OTHERawings, nor will , �— — _- -------- - __ _ ____ _----_ � , WI S E "R E PAI R"� 15122597B � �IANUFACTURED TRUSSES IN ANY WAY WITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL i , DESIGNATED BY UFP. UFP WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR "CHARGE BACKS" DONE WITHOUT i ��- � -_.: __ _ - - - _ __ _ _ ___ - -- PRIOR WRITTEN AUTHORIZATION FROM UFP - - - -- --