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BOTH-000359-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: BOTH-000359-2016 Date Issued: Thursday,January 26, 2017 This is to certify that work requested to be done as shown by Permit Number BOTH-000359-2016 has been completed. Tax Map Number: 289.11-1-30 Location: 52 HALL RD Owner: Pamela Riley, Michael Riley Applicant: Michael Riley This structure may be occupied as a: 1100 s.f.3-Car detached garage By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000359-2016 Tax Map No: 289.11-1-30 Permission is hereby granted to: Michael Riley For property located at: 52 HALL RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Michael Riley Detached Garage $40,000.00 Owner Address: 52 Hall RD Total Value $40,000.00 Queensbury,NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency Plans&Specifications 1100 s.f.3-Car detached garage PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,August 28,2016 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the exp/yation ,/date.) �VJ Dated at the Town of ueensb E / /1'hurs a ,ter 3,2015 SIGNED BY: or the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE a015_ Tax Map ID TAX MAP ID �1 . � -1-30 Permit No. � �`� "�QZ Permit Fee *II¢�J— ndt• ZONING t � Rao Fee HISTORIC SITE _Yes ✓No Approvals SUBONIStONNAME -- Lot# —' / (� APPLICANT /C G P P� OWNER }T �]/ ,/e ADDRESS G] ADDRESS ✓ P /�`'7 // PHONE �UI� y Y� PHONE CONTRACTOR COST OF CONSTRUCTION(ESTIMATED): $ L(�OGG ADDRESS: BUILDING ADDRESS: PHONE: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE l` I�l� I P 79 IV% TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 1"floor sq.ft. 2""floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(It of cars:) Dock 11,111 r� Pole Barn Porch-open `•Porch—3 season,Covered,Enclosed QUE NSBURY Shed Other Accessory Structure(s) ••Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true&complete statement description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. ✓I have read and agree to the above: Print Name: Mir 6cc1` Dater Signature: Date: ,li�g/v1 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 Aug. 4. 2016 9: I?A M D I Aaawmg-=� No. 3511 P. 5/6 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. le"45 that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Mike Riley Date: 08/01/2016 Occupant: Garage p Locatio%2 Hall Road Occupancy Ingle Family Dwg. Queensbury,Warren Co. NY Applicant: Sherwood Acres Corporation PO Box 908 Minerva, NY 12851 L J Joseph A.Holmes No. 146179203055EL Equipment: 1 -30 Amp. Sub Panel; 8-Switches; 6-Receptacles: 13-Fixtures This certflcate applies to the electrical wlr'ing to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. upon a change In the use,occupancy or ownership Inspection. No warranty Is expressed or implied as to the mechanical safety,efa- of the property Indicated above,INS certificate shall be Immediately null and void, deny or rnness of the eouipment for any particular purpose. This certificate shall In the event that this certificate becomes irwalid based upon the above conditions, be valid for a period of ono year Irom the aoove noted date. Sheuld the elxlrical this dertifidate may be revalidated upon reinspection by Middle Department System to which this canificate applies be altered in any way,including but not limit- Inspection Agency.Inc. An application for inspection must be submiaed tp Middle ed to, the introducdon Of adtlitionel electrical equipment endlor Ue replacement of Department Inspection Agency, Inc.to initiate the inspection and revalidation any 01 ala components inbtalled tie of Ins above noted dale.this cerbdcate shall ba prbceee. A fee will ce Cnafged for Ihie service. x_ _ 35`1 - 2Qt � PLAN NO: 1 100— 1 S & PAGE A U TOM , P IGN P 1 OF 6 VRAAN DY: JG/VA C7 A • 1 • REVISIONS/171�TE: 6 N 1s , N3 w4ar: - Z t 11 Y- _ .. -dl . - err. :•. -.-__ ..: _ _ _ a '.'- -" :. .. .yam, , t_. ,- .. --- - =-- ----- -• .-.. ._. - -} �a. - 4er�q.Nwtt wtk5x+ T;, �',1-, ,E� _ "j - `vt emss=d'mn%ta:✓-taem'i,,rm+ .�n -,_, 4u w 1sG O x x I g - 'aees� - 1 !C J ASG .F x " axbu.n.,x-yrvet - - 6 (k Yrys.tis"�a L5„ _ A2r8� `+rZA N a'R`YR:iNSpy F v' - rs�r a � � § I. � �. . ova s"r o i nj - 1a Jfl`Ae% N aWJ UM1L4Y.�Sge.i QL -_ - - WWI[ - _ - - -:"....,,,•rar. .� xnr:xr a�f.`aS.a..::raS[�1.k:` ' � - .- '' . - - lu rJ l I, . ' r = �:isK,x+naww+ i mv�*,j • , " r� a , IN yY 1 - T 5a ,� y •1 l ,,YI , Y' 5 i xy' 4C` k z N S } m:. u . x A f , r ` T_ o AV RE55: ` � 52 HALL R0A37 . `` r t, a k QU��I�SSURY y x j N YORK W f' M , s r , - 11�lGORt ORr T _ N o co y o w Ln N Z V z YI b 1 M -^ v V A — 4 — . 50cGLEN STRT GL1L1.�—ill YOLK 1 2 - `" ua � � I w S O 1 „ � � uor a : M7 z _rM,,, .`;F. ��~T' ' ll l — �/�l ILLI 1� � AN 0 z , t S:IC�1�li�S . GO1w '` r. I y , L ,n Vtu - a moi° v a r w � i - z `F6 �r V F � t - 0 p, E COPY W ,� b k , Y f9 n "1 d E - SBURY EE , QU N DEPARTMENT Ing WILDING D based or�our limited exa"nation compliance ... , _ .. f _ g ; with our,r�omments shalt not be construed as ndicatih the plans and sped ications are in `y _ r„ �•' x °`% full com Hance with the $uilding Codes of EC E New Yo r State. AUG R :: � 1 015 J r r s ,� T®WN OF 107 a 4 �, �Pq� A�1q_ SE3UR`fIiV , -4 -,N-.j - � y .4`:I'S�„ ' � I 6J U I 1\V� X LDI ODES . f-7% �, �'.,,,�•A TO THE BEST OF OUR KNOWLEDGE,BELIEF,t - .. :. PROFESSIONAL JUDGEMENT,SUCH PLANS t [-'r{r- s SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2010 1. F_r ■ K Yf RE5/DENT/AL OWLO/N6 C000 OFNEN YORK SrATE<THE J j r 2010 ENER6Y CONBERVAT/ON C0N67')W1/CT/0N CODE OF NEW YORK STATE r COPYRIGHT O 2014 BY WILLIAMS i WILLIAMS DESIGNERS. ALL RI6HT5 RESERVED,ALL WILLIAMS<WILLIAMS SEL- DESIGNEKSPLANS HAVE BEEN RE615TERED WITH THE n UNITED STATES COPYRIGHT OFFICE,THIS DRAWING 15 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED,COPIED,OR USED FOR CONSTRUCTION NOTICE WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS J WILLIAMS DESIGNERS.UNAUTHORIZED ALTERATIONS OR NS TO THI5 DRAWING I5 A VIOLATION OF E q KRAFT PAPER INSULATION ADDIRIO I o H NEA YORK STATE EDUCATION LAW,ARTICLE 146 SECTION ' = j '1209-DO NOT SGALE THESE DRAWIN65.THEY MAY NOT MUST BE COVERED BY I II': if 4; �" BE TO EXACT Sr-ALE. USE ONLY THE DIMENSIONS SHOWN. SON-COMBUSTIBLE BARRIER WN IQ QU L.r R, OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING GODE5 TO ENSURE THAT PLANS v _ S j' Z AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY ;µ SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH GON5TRUGTION AND SHALL NOTIFY WILLIAMS t 1; Reviewed _ -AILLIAM5 DESIGNERS OF ANY 0I50REPANGIE5 BEFORE C� WORK 15 PERFORMED.WILLIAMS t WILLIAMS DE516NER5 Date: x_ L � �_ .� SHALL NOT BE P-ESFON51BLE FOR ANY ADDITIONAL FtAcavrm 1= 01k 4 1 1< 1! 4 IF A N4 loll g COSTS OR 5TRUGTURAL PROBLEMS RE5ULTIN6 FROM NOTICE FAILURE TO FOLLOW THESE PLANS AND DETAILS. FOAM INSULATION MUST BE UUVCMr_U THERMAL BARRIER kr � '' '-'* °G �'_ 'k.scF �'S dLlG• �_ Y9k 5� 'y` ., _ ., �..,. 3 PL h 1 100— I m PAGE yJv. *Y ur ar 2 OF 6 VlkAr t BY: �., 4x8 GALE TIMBER WORK 4x8 GABLE TIMBER WORK .2 1-01 fi 30 YEAR ARCHITECTURAL _ - \ �—ROOFING SHINGLES �� �_ k 30 YEAR ARCHITECTURAL 12 = or ROOFING SHINGLES / oe LIT 22 1 O HPITGH // -4100, / � 2 i. ....,-. =- - - VINYL SIVING VINYL 5117ING '—�—T— lu THIN VENEER STONE _ ® � ® ® — ® ® _ GRAflE �' - � - I _ GRAflE VI � 5 _ ry LEFT SIPM EL'EVATION FRONTELEVATION �a0 , _ SCALE: 1 /4"= 1 �-011 _ SCALE: 1 /4"m 1 ,_O.. aaRsss: 1 �q' 5 2 HALL ROAD QUSmNsBURY ._j. �. NEN YORK „ 2.�''�” - 4x8 GABLE TIMBER WORKA tA v o � pw _ - O YEAR ARGHITEGTURAL ' 50 YEAR ARGHITEGTURAL `n � z / ROOFING 5HINGLE5 - 12 :. ROOFING SHINGLES Q Z j A 0 /oe 4 `—'\ umm to p z N, „' ; ..� w i / 1PITGHi 1 PITCH j i/� .... / 11-loo, I _/ VINYL SIDING U-1 z / \ Z lu _ �/ IN, to ,tenn' J s VINYL SIVING GRA1'�E f F -" TO THE BEST OF OUR KNOWLEDGE,BELIEF,t - r RMAR, ELEVATION RIGHT SIPS MLMVATION � � PROFESSIONAL JUDGEMENT,SUCH PLANS SPECIFICATIONS ARE IN COMPLIANCE WITH THE ZO f0 RE5/0ENT/AL BU/LD/NG GODS OF ALEN YORK STA IV 4 THE SCALE: 1 /4 = V-011 2010 ENERGYGONSEPYIC YORK GON5TRUGT/ON GODLY OF �EE �� � NEW YORK STATE. L� 'SCALE: 1 /4 = 1 -0 I f" COPYRIGHT*RIGHTS RESERVED,TALL WILLIAMS d WILLIIAMDESIGNERS. 5ZAL. DESIGNERS'PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE,THIS DRAWING 19 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, i REPRODUCED,COPIED,OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS t WILLIAMS DESIGNERS.UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING 15 A VIOLATION OF THE NEW YORK STATE ION LAA,ARTICLE 14 5 SECTION 1P '120q DO NOT SCALE THESE HESE DRAWINGS.THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. l OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING GORES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS t WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED.WILLIAMS t WILLIAMS DESIGNERS --- SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. PLAN NO: 1 100- 1 5 C-T FACE �tINVOl�l 4 DOOR SCHMPULE *ALL KNDON5 4 DOOR5 TO HAVE LON E ARGON FILLED GLA55 3 OF ROUGH 50. FT. 50. FT. CLEAR OPENING/ DRAWN BY: MANUFACTURER PLAN 5ERIE5/ 5TYLE OPE VIN( GLA55/ 50. FT. CLEAR ECGRE55 QTY LOCATION U-VALUE 5H07G NOTE5 JG/?7W UNIT NO. MODEL # V15. VENT OPENING WIDTH HEIGHT LIGHT F&pF55 WIDTH HEIGHT ANPER5EN T^210410-2 400 PH 6'-0 1 /51, 5'-0 17/8" 20.80 1 1 .66 - 5.5 1 5 1 '7/5 26 1 /4 2 6,AF.AGE 30 .28 REVISIONS/DATE: GONTRTOR/OJ/�N TO VERIFY ,ALL ^IN ^ 4 DOORS PRIOR TO ORDERING i t 0 ti I -- 5 5 z iq ul " `"'+ -'V .-.-�_'.',^ -b"^+..:-'. ..- °- -, -,.x�hv-}3+r�i .�,..-.�'.#�5` tfr"=r, r - •." r -., t .4. -- ,_,}.:. -. ...- ..,-.,. — ..... ,.. r ., .. - - x. - F -- -.r-. -, .`3..=.._-. 1 -. } - l o : Aal7RE55: [ 52 HALL ROAD tu QU5Es5SURY NSY4 YORK lu k• ' A e ryziaut r h N ~ (-- - - - - - - - - � - - - - - - - -I — — — — — — — — � ~ 1' g- to ui t0 � 0 a , 6 V- w z W W < A q e � 0 � 9050 O.H. DOOR I I 9 9 W j 050 O.H. DOOR I I 080 O.H. DOOR I d ul z - — — — — — — — — — — — — — — — — — op .x t_ 5-2x 12 HERDER [ 3-2x 1 2 HEADER 3-2x 1 :2 HEADERtu 5 APRON 1 z 113 STONE STONE STONE (� in dJ STONE COLUMN ax 12 TIMBER HEADER COLUMN COLUMN COLUMN 4 tl1 rm 115 K aXa F05T STONE 5.4SE SEE SECTION 111 B 5x 12 TIMBER HERDER , IL ,z , S T- 10" Rol + ' !A. TO THE BEST OF OUR KNOWLEDGE,BELIEF,t r. y •• PROFESSIONAL JUDGEMENT,SUCH PLANS E FIRST ' FLOOR PLAN 'i SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20 N4T RES/DENT/AL BU/LD/N6 CODE OF/YEW YORK BTATE t THE C; 2010 ENE96Y GON9E9VA7'/ON GON5TRk4::;T/ON GORE OF :HUM SCALE: 1 /4"m 1 '-'I O" NEW YORK STATE. ° COPYRIGHT o 2014 BY WILLIAMS t WILLIAMS DESIGNERS. k ALL RIGHTS RESERVED,ALL WILLIAMS t WILLIAMS DESIGNERS'PLANS HAVE BEEN REGISTERED WITH THE 5EAL_ UNITED STATES COPYRIGHT OFFICE,THIS DRAWING IS AN 05/05/ 15/ I INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, / REPRODUCED,COPIED,OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS i « WILLIAMS DESIGNERS.UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW,ARTICLE 14 5 SECTION 1209.DO NOT SCALE THESE DRAWINGS.THEY MAY N07 t BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. I OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANS a AND DETAILS CONFORM TO ALL REOUIREMENTS.THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS i 'WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED.WILLIAMS E WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. - ' ' ^V yj , 1 9 PLAN NO: 1 100- 1 5c PACvE Of: go VRAM BY: 1j co 0 r Ji' y� RLvI5IoN3/17ATE: a a- tltlyy .. 4 "�I I� I , 4 s t t r *8" THICK FOURED CONCRETE I+OUNDf�TION ?. .m WALL CENTERED ON 16"WIDE X 8"THICK CONCRETE I+OOTINCG WITH 2-NO. 4 BARS ? O GONT,N000Z. ji r, µ� 1 " gyp i', k 11 Ya ! IL --- _ _ _ _ _ _ _ _ _ _ — _ — _ _ �'_ — _ _ _ _ _ _ : - - FT' :.z' sw.;v,Y.r a. €. :-s,.,a?s»zrxia 5,*',#"a .a "fi ``"d,,• • € z - �,. her -, ua, `'' ;.... -�.a•>}�°a., _ ',..w_.t , - - _ _ — _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I p I I lu lu UNEXCAVATEP i 4" THICK CONCRETE SLAB I =' NS TO TA1L = I I _�. PITCHED To DRAINS TP - o �:, I I I71R 41N TO DRAIN TO DRAIN To �5) CONCRETE INALL A5PE ei) GIFIEI7 N I I DAYLIGHT "` DAYLIGHT DAYLIGHT " POURI I � �'� I f ` �4aaRE55: NALL REINFORCEMENT`Ae SPEGIFIE=� `� I I 7 i. I ( 52 HALL ROAD 7. CONCRETE FooTI>vG " _ I I (4 OUMENSBURY I - NEY4 YORK NO.4 51E5MIC BAR 048 y,O.G:;TO BE INSTALLEt7 5" FROM BOTTOM OF FOOTING 4 IEXTENA UP INTO 9° ° CONCRETE ^ ALL-4 TIES TSO CONTINUOU5 FOOTING I I I o REINFORCEMENT OR I I I I r o INSTALL A l 1 /2"X 1 1 /2"�KEYd^1AY,. Y *DROF 5HAI'ED AKEA5 TO *DROF SHADEE7 AREAS TO *DROP SHADED AREAS TO w `� ALLOW 4"THICK CONCRETE ALLOW 4"THICK CONCRETE ALLOW 4"THICK CONCRETE ZEAS TO BE POURED OVER SLAB TO BE FOURED OVER SLAB TO BE FOURED OVER — - - - - - - - -- - - - - - - - - - - - - - - - - - - - .— — - - - - - - — to Q to lu r. L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - U - w w J �Q cA In O Ul CONCRETE o w ..1 z 1 1 -� U- VIA vmft0jz %!II Lj O 14"x 1 4,,CONCRE'T E PIER �( r 24"x24"x 12" THICK ul CONCRETE i'OOTING { - � � ,� I+ 6 � J i � p u�► In� I - 1— n 1— n 1— u / 1 n / 1 n / . C 11 ,.. { •. 31- 1 5/4u q 4 1 /2 4 q 1 /2 q 4 1 /2 4—q 1 /2 q -4 1 /.rZ 3- 1 5/4 i �ml ~NY �q1 4'-2" 1 4—2 FOUNDATION PLAN a 5GALr=: 1 /TIIS 1 ,_011 TO THE BEST OF OUR KNOWLEDGE,BELIEF,4 r ° PROFESSIONAL JUDGEMENT,SUCH PLANS E ! I SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2010 ( F} RE5lDENT/AL 5L11kV1N6CODE OP NEW YORK 5TATE t THE (- . 2010 ENE196YGONSARVAT110N CONS TRX,71/ON GORE O/" NEW YORK STATE. _ COPYRIGHT o 2014 BY WILLIAMS 4 WILLIAMS DESIGNERS. ALL RIGHTS RESERVED,ALL WILLIAMS 4 WILLIAMS SEAL: DESIGNERS'PLANS HAVE BEEN REGISTERED WITH THE a UNITED STATES COPYRIGHT OFFICE,THIS DRAWING IS AN s a, au'7 INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED,COPIED,OR USED FOR CONSTRUCTION 7 WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS 4 WILLIAMS DESIGNERS.UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW q YORK STATE EDUCATION LAW,ARTICLE 145 SECTION J ?204.DO NOT SCALE THESE DRAWINGS.THEY MAY NOT 1 BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS 4 WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED.WILLIAMS 4 WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. PLAN NO: 1 100 - 1 5 G PAGE �J OF ro MANN BY: CONTINUOUS` RIDGE VENT JG/�7Y�t MANUFACTURED TRUSSES G 24"O.G. RLYI310N5/hr4TE: 1 2 1/2"0.5.B. ROOF 5HEATHING W/H- GLIPS 15# ROOFING FELT 8 50 YEAR ARGHITEGTUR,AL ROOF 5HINGLE5 IGE BARRIER 24" INSIDE EXTERIOR WALL5 WEB DE51GN BY MANUFAGTURER F �I 14'-01 1 /4" -- u I IErAL DRIP EDGE 2x6 5U5FAGIA -4 5/5" '7'-4_5/8" � ,, �/ '• ' 1 X� TRIM SX 12 TIMBER HEADEiZ /X ALUMINUM FASCIA •• VINYL VENTED SOFFIT FI F - _ N O r - 2x6 5TUD5 1 6" O.G. SXS POST - � IL AA STONE GAP �i GI�tGE = ci CONTINUOUS RIDGE VENT _I 5U 1 6" 0.5.8. WALL SHEATHING 14"X 1 4"CONCRETE PIER BUILDING WRAP VINYL SIDING lu 40 2x6 TREATED SILL 4 51" SEALER 2x 1 2/2x4 RIDGE BOARD THIN VENEER STONE 1/2"DIA.x 10"ANCHOR BOLTS 6'O.G. z 4"THICK CONCRETE APRON OI 4 1 :2"FROM GORNER5 4 END5 4"THICK GONG. SLAB GRADE TO DROP 6" IN FIRST 1 O'RUN / { 2x 1 2 RAFTERS 0 1 6" O.C. GRADE to AWAY FROM HOUSE 1 ! _ &x6 COLLAR TIE / .006 POLY VAPOR BARRIER 1 O p uj I- 24"x24"x 12"THICK � `. 6"POROUS FILL 5 "THICK POURED GONGRETE I/2" O.S.B. ROOF SHEATHING W/ H--CLIPS CONCRETE FOOTING = FOUNDATION WALL CENTERED ON 1 6" Q 15# ROOFING FELT WIDE x5"THICK GONGRETE FOOTING 50 YEAR ARCHITECTURAL ROOF SHINGLES WITH 2-NO. 4 BARS GONTINUOU5. IGE BARRIER 24" INSIDE EXTERIOR WALLS 11-011 2x6 GI 5UBFAA y S M G T I O N A METAL DRIP EDGE ` ,4aT�REgs- 1 X5 TRIM ALUMINUM FASCIA SaALE: 5/5"= 1 '-O" 52 HALL ROAD VINYL VENTED SOFFIT y _ \QUEEN55URY ax 12 TIMBER HEADER - 4 NEY4 YORK -I ..,gar•" n ~� 5x8 POST � O /21-011/ 4'-0" 25'-O" , �[ cA = W O � W v STONE GAPqo p w z � w � � 14"x 14" CONCRETE PIER W V_lu < THIN VENEER STONE CONTINUOU5 RIDGE VENT 12 Vol � W wIJ 4" THICK CONCRETE APRON L� .u.i ®(� z I _ S MANUFACTURED TRU55E5 9 24"O.G. � �r � It O = GRADE w Q 113 z o l(1i = . -., ,y � 1/2"0.5.5. ROOF SHEATHING W/H- CLIPS r ° = 15# ROOFING FELT u/ z �, i ° ° �V° � -. �•-.- .a- -- -" I r 2X 1 2 RAFTERS � 1 6"O.G. - / SOINGI�ESARGHITEGTURAL ROOF � w IGF_ BARRIER 24" INSIDE EXTERIOR r J 24"x24"x 12" THICK CONCRETE FOOTING y. / WALLG J 14'-2" FF Q ° 111 O � WEB DESIGN / BY MANUFAGTURER I,tETAL 2x6 SgBFACIA IL- - - - 1X5TKIM ALUMINUM FASCIA • s=' t , — /INYL VENTED SOFFIT SECTION Co cA 2x65TUD5� 16"O.G. 'I� >� t SARASE ING WRAP LL SHEATHING BUILDI SGALEw 5/5 = 1 -0 _ 'IINYL SIDING 2x6 TREATED 5ILL& SILL 5EALER . . 1/2 11 DI,A.X 1 0",ANCHOR BOLTS @ 6'O.G. ' n 4 1 2" FROM G0RNER5& END5 ;i j(j1.= 4" THICK GONG. SLAB GRADE TO DROP 6" IN FIRST 1 O'RUN A^AY FROM HOUSE r SPECIFICATIONS ARE IN COMPLIANCE WITH THE ti t LEDGE BELIEF TO THE BEST OF OUR KN , �`•_-, .•(„`- � --(-.,, `' '_ PROFESSIONAL JUDGEMENT,SUCH PLANS 2010 � r RE5/DENT/AL BU/LD/N6 CODE OF NEW YORK STATE t THE F1 I• 06 POLY VAPOR BARRIER 201OENERGYGON5L AT/ONGON5TR!/GT/ONGODEOf 6"POROUS FILL 8 "THICK POURED CONCRETE NEW YORKSTATL° - FOUNDATION WALL CENTERED ON 1 6" WIDE x8"THICK CONCRETE FOOTING COPYRIGHT 0 2014 BY WILLIAMS t WILLIAMS DESIGNERS. WITH 2-NO. 4 BAK5 CONTINUOU5. ALL RIGHTS RESERVED,ALL WILLIAMS4 WILLIAMS SEAL: }_ DESIGNERS'PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE,THIS DRAWING IS AN / / INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, 15 REPRODUCED,COPIED,OR USED FOR CONSTRUCTION j WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS t _. WILLIAMS DESIGNERS.UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW,ARTICLE 145 SECTION ©� '1209-DO NOT THESE DRAWINGS-THEY MAY NOT BE TO EXACT SCALE.ALE. USE ONLY THE DIMENSIONS SHOWN. SECTIOWNER AND CONTRACTOR SHALL CONSULT ALL " I — APPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO REQUIMENTS.THEY 5GALE: 1 /4"- 1 '—O" SHALL VERIFY ALL DIMENSIONSLBEFOREPPROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS t WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED.WILLIAMS t WLLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. xaYSSlus_,t. -_. .,,,8;j„-;!,.�•.,.-..,..a.a..,n:;:., .,.,fit........_.._.._.-._....,_,--a.:a r...,.._,,,..v...' _ ___"' --__ - _.._ ____ ._., ._... .. _ _ _. __ . k PLAN NO: COPYRIGHT © 201 1 BY WILLIAM5 4 WILLIAMS DESIGNERS. ALL RIGHT5 RE5ERVED.ALL 1 - FLOOR- 3/a" T4(9 0.5.B. (ORIENTED 5TRAND BOARD) NAILING 50HEDULE _ TKU55 4 I5KAC INC DETAIL WILLIAMS 4 WILLIAMS DE5I6,NER5' PLANS HAVE BEEN REGI5TEReP WITH THE UNITED 2- ROOF- %a" 0.5.8. (ORIENTED STRAND BOARD) 1 - PROVIDE WEB BRACING A5 PES MANUFACTURER'S ARGHITE(rTURAL TRUSS 1100- 156 STATES COPYRIGHT OFFICE. THIS DRAWING 15 AN INSTRUMENT' OF SERVICE AND MAY ` 5- WALL- 7/ 1 6" 0.5.8. (ORIENTED STRAND BOARD) DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING OF SHEETS INSULATION (UNLESS OTHERWISE NOTED) OF FASTENER a,c,d FASTENERS 2- 2" NOMINAL LUMBER WRITNOT BTEN PERMISSION FROM ^ILLLIA®5 4 WI�IA�M5 DESIGNEK5. TO PCO5015 AHOUT THE 1 - CEILING WITH ANTIC 5PACE......................... 12" THICK Rya KRAFT FACED I JOIST TO SILL OR GIRDER, TOE NAIL 5-gD ___ I S INTERVAL CHORD TO HAVE CONTINUOUS LATERAL BRACING AT A MAXIMUM PAC7E VIOLATION OF FEDERAL COPYRIGHT LAWS. UNAUTHORIZED ALTERATIONS OR ' --_ I WAERVAL OF 1 O. BRACES TO BE SECURELY ANCHORED INTO SOLID END , I 2- SLOPED CEILING WITHOUT ATTIC SPACE THICK R50C KRAFT FACED I 1X6 SUBFL00R OR LF-55 TO EACH J015T, FAGS NAIL 2-aD ADDITION5 TO TH15 DRAWING I5 A VIOLATION OF THE NEW YORK STATE EDUCATION 5- EXTERIOR WALL5.........................................6" THICK R2 1 KRAFT FACED/POLY 2" 5UBFLOOK TO J015T OR GIRDER, BLIND AND FACE NAIL 2- 1 6D --- I 4- TOP CHORD TO HAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH 51DE5 ro O� PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT. 4- FLOOR...................5....................................q" THICK R50 KRAFT FACED SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 1 6D 16" O.C. LAW, ARTICLE 1 45, SECTION -1201. THESE DRAWINGS ARE NOT TO BE USED BY ANY 5- BASEMENT WALLS........................................5 %a" THICK R 1 3 POLY I OF RIDGE LINE NAILED TO UNDERSIDE OF TOP CHORD. REPEAT AT BOTH (011 NOTE: ALL VAPOR BARRIERS(KRAFT OR POLY) TO BE IN5TALLED ON THE TOP OR SOLE PLATE TO STUD, END NAIL - 2- 1 6D --- I END5. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM WINTER WARM SIDE. I STUD TO SOLE PLATE, TOE NAIL S-aD, 2- 1 6D --- I 5- ROOF SHEATHING TO HAVE STAGGERED JOISTS AND FASTEN PER NAILING aRAwH BY: 5TANDAR5)5 OF CONSTRUCTION. THE DRAWINGS SHALL GOVERN OVER THE NOTES IN I DOUBLE 5TUD5, FACE NAIL lop 24" O.G. I 5CHEDULE. DD G I DOUBLE TOP PLATES, FACE NAIL 1 O 24" O. . I 6- 5HEATHING BUNDPLACED ON SHALL NOT BE PLACEON ROOF. A MAXIMUM OF 5 ALL MATTERS SPECIFICALLY INDICATED. THESE DRAWINGS ARE FOR A SINGLE JG/L7Y�t SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL 3 5- 16P 16" O.G, I SHEETS PER 2 TKU55E5 DURING CONSTRUCTION. KE5IDENGE. CONTRACTOR SHALL MAKE THE INSULATION INSPECTION. UPON 5ATI5FACTION, DOUBLE TOP PLATES, MINIMUM 45" OFFSET OF END JOINTS, a- 1 6D ___ 7- LAP ALL LATERAL BRACES MINIMUM 2'. CONTRACTOR WILL P05T THE ENERGY CODE CERTIFICATION ON THE ELECTRICAL PANEL BOX. FACE NAIL IN LAPPED AREA RL�YISIONs/L�14T�' BLOCKING BETWEEN J015"("5 OR RAFTERS TO TOP PLATE, TOE 5-aD --- THE DEIG SNER SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPONSIBLE FOR MISCELLANEOUS NAIL CON5TRUGTION METHOD5 09 TECHNIQUES, OR PROCEDUKE5, OR FOR THE SAFETY 1 . EXHAUST ALL FANS VENTS DIRECTLY TO OUTSIDE. PROVIDE 5 AIR . PRECAUTIONS U5ED OR REQUIRED IN CONTRACTOR, SUBCONTRACTORS OR ANY EXCHANGES PER HOUR. MINIMUM CAPACITY 15 50 CFM. I RIM J015T TO TOP PLATE, TOE NAIL aD 6" 0.C. RE TO CARRY OUT 3' 2. I.C. LABELED KECE55ED LIGHTS REQUIRED IN INSULATED GEILING5. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE 2- 10P OTHER PERSONS PERFORMING ANY WORK OR FOR THEIR FAILU THE WORK IN ACCORDANCE WITH THE CONSTRUCTION PLANS/DOCUMENTS. 5. SMOKE DETECTOK5 TO BE WIRED DIRECTLY TO HOUSE 120 VOLT SYSTEM. NAIL INTERCONNECTED FOR 51MULTANEOU5 OPERATION AND HAVE BATTERY BUILT=UP HEADER, TWO PIECE5 WITH %a" SPACERI 1 6D EACH E1 6" ALONG HANDRAIL/GUARDRAIL IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION PLANS/ ONE BACKUP. MINIMUM LOCATIONS: j 1 - PROVIDE A 5'x5' MINIMUM LANDING EACH 5lDE OF AN EXTERIOR DOOR. LDOCUMENT5, HE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE A- ON EVERY LEVEL CONINUED HEADER, TWO PIECES ( 1651 I 1 6 ALONG EXCEPTION: WHERE A 5TAIRWAY OF TWO OR FEWER RISERS IS LOCATED ON EACH EDGE THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A DESIGNER 50 THAT THE DESIGNER MAY CORRECT SUCH DEFECT. IF THE 8- ONE IN EVERY BEDROOM LANDING IS NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. --- C- ONE WITHIN EVERY 1 O' OF A BEDROOM DOOR IN HALLWAY I CEILING JOISTS TO PLATE, TOE NAIL I 5_gD I 2- STAIR REQUIREMENTS: CONTRACTOR FAILS TO DO 50, HE SHALL BEAR ALL COSTS ASSOCIATED WITH WHEN REPAIRS REQUIRING A PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT GON�"INUOUS HEADER TO STUD. TOE NAIL I 4-aD I --- �, OPEN RISERS NOT ALLOWED FOR STAIRS OVER SD" IN HEIGHT. PROCEEDING CAU5ED BY SUCH DEFECT. IF THE CONTRACTOR FINDS A DEFECT IN SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED AS REQUIRED FOR CEILING JOI5T, LAPS OVER PARTITIONS, FADE NAIL I 5- 1 OD . ALL STAIRWAYS MINIMUM 36" IN WIDTH. I --- b CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY THE NEW DWELLINGS; THE SMOKE DETECTORS SHALL BE INTERCONNECTED AND I CEILING JOIST TO PARALLEL RAFTERS. PAGE NAIL I 5- 1 OD I --- b. WINDERS MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE. DESIGNER IN WRITING, AND ALLOW THE DESIGNER TIME TO SUGGEST REPAIRS. IF THE G, HARD WIRED. CONTRACTOR DOE5 NOT NOTIFY THE DESIGNER IN WRITING, 09 ALLOW REASONABLE 4. PROVIDE INTERGONNEGTED G.O. DETECTORS ON ALL LEVELS. ON BEDROOM LEVELS, RAFTER TO PLATE. TOE NAIL I 2- 1 6D I --_ I d. MINIMUM HEADROOM CLEARANCE OF 6'-5" FOR ALL 5TAIRWAY5. TIME TO SUGGEST REPAIRS, OR DOES THE REPAIRS NOT IN CONFORMANCE WITH THE I 1 " BRACE TO EACH STUD ASND PLATE. FAGS NAIL I 2-aD I _-_ I 5- HANDRAIL REQUIREMENTS: MUST CONFORM TO R51 1 .5.6. THE G.O. DETECTOR SHALL BE PLACED IN THE IMMEDIATE VICINITY OF BEDROOMS. •• DE5IGNEK5 5UGGE5TED METHODS, THEN THE CONTRACTOR SHALL BEAR ALL COSTS a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS. AN INTERGONNEGTED G.O. DETECTOR SHALL ALSO >5E PLACE IN EACH BEDROOM I 1 x6 {SHEATHING TO EACH BEARING. PAGE NAIL I 2-SD I ( b. REQUIRED ON ONE SIDE. ASSOCIATED WITH 5UCH DEFECT. WITH A COMBUSTIBLE FUELED APPLIANCE. WHEN REPAIRS OF FUEL-FIRED APPLIANCES I 1 Xa ISHEATHING TO EACH BEARING. FACE NAIL I 2-aD I --- I G. MUST BE BETWEEN 54" AND Sat' IN HEIGHT. AND EQUIPMENT, 5OLID-FUEL BURNING APPLIANGE5 AND EQUIPMENT, 09 FIREPLACES I WIDEk THAN 1 "X5" 5HEATHING TO EACH BEARING PACE NAIL I S-5D d. MUST TERMINATE AT WALLS OR NEWEL POST. O AND CHIMNEYS OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH I BUILT-UP CORNER STUDS I 1 OD I 24" O.G. I e. MUST BE CONTINUOUS FROM BOTTOM RISER TO TOP RISER. THE CONTRACTOR 15 RESPONSIBLE FOR 5AFE CONDITION5 AT THE JOB SITE AND CARBON MONOXIDE DETECTORS AS REQUIRED FOR NEW 5UILDING5. BUILT-UP GIRDERS AND 5EAM5, 2" LUMBER LAYE95 105) NAIL EACH LAYERf. HANDRAIL TO WAYS CIRCULAR GR055 SECTION WITH GRIP SIZE 1 /4, 2 FOR THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THE S. CONTRACTOR 15 RESPONSIBLE FOR DESIGN AND PROPER FUNCTION OF HVAC AS FLLOWS:52" 4- GUARDRAIL REQUIREMENTS: VERTICAL AND LATERAL LOADS SYSTEMS. ALL WORK SHALL BE DONE IN AND ELECTRICAL SYSTEMS. O.G.AT TOP AND COMPLIANCE WITH NEW YORK STATE GORES AND LOCAL CODES AND ORDINANCES. 6. ALL WINDOWS TO CONFORM TO AAMA/NWWDA 10 1/1.5.2 5TAGBOTTOM a. REQUIRED ON STAIRS, LANDINGS, PORCHES, DE 5, OR RAISED FLOOR GERED.TWO SURFACES MORE THAN SO" ABOVE OR BELOW GRK ADE. VERIFY ALL DIMENSIONS PRIOR TO ERECTION. 7. ALL EMERGENCY EGRESS WINDOWS AND EDW BROOM WINDOS MUST MEET THE NAILS A7 EN5)5 FOLLOWING GUIDE LINES: AND AT EACH b. MINIMUM HEIGHT IS S6", AT STAIRS 54 . 40 OR ADDITIONS AND/OR RENOVATIONS THE BUILDER AND/OR GENERAL A-- CLEAR OPENING OF 5.7 SQUARE FEET ABOVE OR BELOW GRADE SPLICE. d. LESS THAN 4" BETWEEN BALUAIRS OR HORIZONTAL RAILS. F I B-- CLEAR OPENING OF 5.0 5QUARE FEET AT GRADE 2" PLANK5 2- 16P AT EACH d. LESS THAN 6" OPENING ON STAIRS WHERE R15ER, TREAD, AND z O 5 „ BOTTOM RAIL MEET. RA_ GONDITI N _ I BEARING PYA ALL PREEXISTING STRUGTU _ �� CONTRACTOR SHALL FIELD VERIFY G- MINIMUS( HEIGHT OF 24 DIMENSIONS PRIOR TO ORDERING MATERIAL BE CONSTRUCTION. P-- MINIMUM WIDTH OF 20" ROOFtRAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: �$ 5. SAFETY GLAZING OR TEMPERED GLA55 TO BE PKOVCI F_P AT TOE NAIL 4- 16P --- A-- EXPOSED AREA OF AN INDIVIDUAL PANE GREATEK THAN 1 50UARE FEET F >v till 5- 161 --- FOUNDATIONS B-- BOTTOM EDGE LF-55 THAN 1 a ABOVE FLOOR l RAFTER TIES TO RAFTERS, FACE NAIL C-- ONE OR MORE WALKING SURFACES 15 WITHIN 56 HORIZON ALLY OF THE GLAZING 1.FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL A MINIMUM OF 4a" BELOW D-- TOP EDGE GREATER THAN 56" ABOVE FLOOR GRADE. A55UMED SOIL BEARING LOAD 15 2000 PSF. (GROUP 1 501LS -GW, E-• GLAZING ADJOINING STAIRS WITHIN 60" OF BOTTOM TREAD (9P, 5W, 5P, GM, 5M) q 2.MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE 1 VERTICAL TO 2 - PFZOVIDE,A 50"x22" ATTIC ACCESS IN A HALLWAY OK A KEAPILY ACCESSIBLE ,T HORIZONTAL. AREA, NOT IN A STANDARD GL05ET. - p 3,5ACKFILLING OF FOUNDATION WALLS SHALL NOT Sa FOR 25 DAYS, OR 10. PROVIDE AN 15"X24" CRAWL SPACE ACCESS. o r FLOOR AND WALL SHEATHING TO FRAMING, BEFORE FLOOR SYSTEM 15 IN PLACE AND WALL 5T A BILIZED. 1 1 . PROVIDE 5/a" TYPE X FIRE CODE GG GYPSUM BOARD ON ARAGE CEG ^00P STRUCTURAL PANELS, SUBFLOOR, FLO ILIN , AND PARTICLEBOARD WALL SHEATHING _ p 4.MAXIMUM UNBALANCED BACKFILL HEIGHT-HEIGHT- '7'. BEAM, AND GARAGE SIDE OF WALL COMMON TO HOUSE AND GG ARAE. PROVIDE %a" TYPE X FIRE RATED GYPSUM BOARD ON HOUSE SIDE OF WA ILL 6 5/ 1 6"- 1/2" D-SUBL OOK, WALL 1 2f E 6 COMMON TO HOUSE AND GARAGE. aD-ROOF I - CONCRETE ® naRLSs: 12. PROVIDE 3/4 HOUR FIRE RATED DOOR AND JAMBS WITH AUTOMATIC CLOSER 1 �I/52"- 1 " aD 6 1 2f Y _ :3 SKIP 1 .CONCRETE 5TRENGTH TO BE AS FOLLOWS: BETWEEN HOUSE AND GARAGE. 1 1 /a"- 1 %" 1 OD 6 1 2 in \ - GARAGE 5LA85 AND PORCHE5, 5TEP5, AND WALK5: 5500 P51 , 1 5. INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR _........ _ - p z z 52 HALL ROAV VERTICAL CONCRETE EXPOSED TO WEATHER: 5000 P5F FLUE/CHIMNEY ACCORDING TO MANUFACTURERS SPECIFICATIONS. � .s - - i m`` N QUggNS$URY PROVIDE %AIR ENTRAINMENT OF 5-7OF VOLUME. 14. MAINTAIN A< MINIMUM OF a" DISTANCE BECS BETWEEN 51DINAND FINISHED GRADE.. SLUMP TO BE NO MORE THAN 4" NOR LE55 THAN 2". 15. ALL DRAINS, VENTS, AND SUPPLY PIPING MUST BE TESTED TO THE FOLLOWING I " �'. I ` CRITERIA: 5 P51 OF AIR OR 1 O' OF HEAD PRESSURE POR A PERIOD OF 15 DESCRIPTION OF DE5GRIPTION OF SPACING OF FASTENERS NJ�I YORK CONCRETE REINFORCING STEEL \ - MINUTES 4 WATER SUPPLY SHALL BE TESTED 0 A MIN, OF 50 P51 AIR OR WORKING BUILDING FASTENER b,G,d EDGES(INGHES)h ° INTERMEDIATE SUPPORTS R15ER SHALL BE A MAXIMUM ,5 1/4" _ M/`<TEKIAL5 b,d(INGH ABR PRESSURE FOR A MINIMUM OF 15 MINUTES. 't/a,GYPSUM BOARD, E5) MINIMUM TREAD DEPTH SHALL BE 1" 1 . REBAR SHALL CONFORM TO A.S.T.M. GRADE 40. WELpED WIRE F G MESH 16. HEATING DUCTS SHALL BE SECURED AND SEALED IN ACCORDANCE WITH THE ' g 1 %a GALVANIZED 4 a SHALL CONFORM TO A.S.T.M. A 155. WITH MINIMUM NOSING OF 5/4 AND A NEW YORK STATE ENERGY GORE. = ROOFING NAIL; 6D MAXIMUM NOSING OF 1 1/4". I" O 2. %a" DIAMETER x 10" ANCHOR BOLTS a 4'0.0. `� � j � 1 7. COMBUSTION AIR REQUIREMENTS: IF THERE 15 NO COMBUSTION AIR SUPPLIED COMMON NAIL; 1 /4 5, #5 8AR VERTICALLY C� 4 O.G. TO WITHIN 6 FROM TOP OF WALL > TO GAS APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM HAS SCREWS, TYPE W OR 5 I Y s PROPER AMOUNT OF COMBUSTION AIR PER GODS AT FINAL INSPECTION. 5/5;GYP5UM BOARD, g 1 % GALVANIZED 4 a W { pL �U OC CONCRETE FOUNDATION WALL - 1 a. GARAGE CONCRETE SLAB MUST BE SLOPED TOWARDS OVERHEAD DOOR OR ROOFING NAIL; 5D ILa V � d- tu z 1 . DAMPPROOFING: ASPHALT/TAR TYPE COATING = g-A GARAGE DRAIN MUST BE PROVIDED AND DRAIN TO DAYLIGHT/DRYWELL. Z_ z WATERPROOFING: KUBBERACE AND WATER SHIELD TYPE _ COMMON NAIL; 1 5/a 1 q. ICE WATER SHIELD UNDERLAYMENT REQUIRED FROM ROOF'5 EDGE A MINIMUM - SCREWS. TYPE W OR 561 OF 24 INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. MEASURED w z w U PERIMETER DRAINS HORIZONTALLY. W Il.l 20. FIRE BLOCKING SHALL BE PROVIDED TO GUT OFF ALL CONCEALED DRAFT OPENINGS - 1 . 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC TO DAYLIGHT, DRYiN_LL 'WOOD 5TKUGTURAL PANELS, COMBINATION 5UBFLOOK UNDERLAYMENT TO FRAMING \ Z Q 5EWEK 09 SUMP PUMP AS 501L CONDITION5 AND SITE DICTATE. ('VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN s „ 0 � I - /4 AND LESS aD COMMON NAIL 6 1 2 j •�� O r IV Q � � STORIES, AND BETWEEN A< TOP STORY AND THE ROOF 5PACE. FIREBL.00KING SHALL � BE PROVIDED IN WOOD-FRAME GONSTRUGTION IN THE FOLLOWING LOCATIONS. I .I , 7/a"- 1 " aD COMMON NAIL 6 12 5/4"x6" DECKING oC N 2x6 JOISTS @ 1 6" O.G. /!J W 0 J A-- IN CONCEALED SPACES OF 5TUD WALLS AND PARTITIONS, INCLUDING FURRED I t 1 1 /S"- 1 %4" 1 OD COMMON NAIL 6 1 2 ___ i___�L \ !�L at1 z EXTERIOR GRADE = SPACES,AT THE CEILING AND FLOOR SPACES. CONCEALED HORIZONTAL 1 . GRADE SHALL DROP 6" IN FIRST 1 O' RUN FROM ALL 51G'E5 OF HOUSE = FURREP SPACES SHALL AL50 BE FIKEBLOCKED INTERVALS NOT EXCEEDING 10'. a-ALL NAILS ARE 5MOOTH-COMMON,BOX EXCEPT WHERE OTHERWISE STATED. _ O `^+ BATTS OR BLANKETS OF MINERAL OF GLASS FIBER SHALL BE ALLOWED AS NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE A r, 4X4 P05T lu A MINIMUM AVERAGE BENDING YIELD STRENGTHS A5 FOLLOWS: aO K51 FOR I - 4x4 P05T ANCHOR lu u 7- FIREBLOCKING IN WALL5 CONSTRUCTED U51NG PARALLEL KOW5 OF 5TUD5 OR SHANK DIAMETER OF O.1 92°(20D COMMON NAILI,90K51 FOR SHANK DIAMETERS a ""' """"""""` '°"" cz 5TAGGERED STUDS. LARGER THAN 0.1 42"BUT NOT LARGER THAN O.1 T T",AND 100 K51 FOR SHANK W00D/FRAMING - DIAMETERS OF 0.142"OR LESS. _ GRADE W B- AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL b-NAILS SHALL NOT BE PLACED MORE THAN 6"O.G.AT ALL SUPPORTS WHERE Q 2x6 NAILER LAG�yED T® HOUt.�E Z i j - LUMBER GRADE5 ARE AS FOLLOWS: 5PAGE5 SUCH AS OCCUR AT SOFFITS, DROP GEILING5 AND COVE GEILING5. SPAN5 AR'4a"OR GREATER. , 1 . PURLINS, BEAMS, AND STRINGERS...............#2 SPF OR BETTER