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CC-000085-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: CC-000085-2017 Date Issued: Wednesday, July 5, 2017 This is to certify that work requested to be done as shown by Permit Number CC-000085-2017 has been completed. Tax Map Number: 252.-1-75.1 Location: 2999 State Rte 9L Owner: Marlin Hospitality Inc d/b/a Dunham's Bay Resort Applicant: Hilltop Construction This structure may be occupied as a: Commercial Exterior Alterations Replacing Handrails By Order of Town Board TOWN OF QUEENSSBBURY Issuance of this Certificate of Compliance 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: CC-000085-2017 Tax Map No: 252.-1-75.1 Permission is hereby granted to: Hilltop Construction For property located at: 2999 State Rte 9L 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 Tvce of Construction Owner Name: Marlin Hospitality Inc d/b/a Dunham's Bay Business Office-Alteration $99,000.00 Owner Address: 2999 State Rte 9L Total Value $99,000.00 Lake George,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency Hilltop Construction 51 Crowley RD Hudson Falls,NY 12839 Plans&Specifications Commercial Exterior Alterations Replacing Handrails $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,March 10,2018 (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 expiration date.) Dated at the Town ofQeeCna6 rry; / I AFrid �+, 017 SIGNED BY: `( Nw t'_�"{V/ /Ql for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: CC-000085-2017 Tax Map No: 252.-1-75.1 Permission is hereby granted to: Hilltop Construction For property located at: 2999 State Rte 9L 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 Tvoe of Construction Owner Name: Marlin Hospitality Inc d/b/a Dunham's Bay Business Office-Alteration $99,000.00 Owner Address: 2999 State Rte 9L Total Value $99,000.00 Lake George,NY 12845 Contractor or Builders Name/Address Electrical Inspection Agency Hilltop Construction 51 Crowley RD Hudson Falls,NY 12839 Plans&Specifications Commercial Exterior Alterations Replacing Handrails $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,March 10,2018 (If a longer period is required,an application for an extension most be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town ofQaeens6 ry; WnAl9g,1017 SIGNED BY: \( for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ADDITION/ALTERATION PERMIT Permit#: CC, -c �`J 201 APPLICATION Permit Fee:$ Town of rZeens ury 742 Bay Road,Queensbury,NY 12804 Invoice#: P:518-761-8256 www.oueensbury.net Project Location: aqq 1 51de RoLde -1 L Tax Map ID #: Z52 . " \ - }`J• \ Subdivision Name: CONTACT INFORMATION: • Applicant: ' / // //yy J 1 Name(s): T7/ ��10 C 1J615 / I-uC-1 t o r-) Mailing Address, C/S/Z: Jf/ "W/PV! O� d SOel /S, �(�/ lc2 3 q Cell Phone: 18" )Aa q- �70q -7bm' 52. Land Line: ( J—/e) 957/?-'0-1�— Email:'tOY sr (2 I' ml opcorMr-LLet;0neo � Corm Primary Owner (s): 1 n nn Name(s): Mar in �tlC<� +Y Tm AA, QurnLIar>1'5 Ray KeSOccr- MailingAddress, C/S/Z: o2999 �ztfe IQ�cC�2 9� SGL GP�yck�l /�isf5 Cell Phone: /P3/ ) 7/v-/ -3'7F� et/f Land Line: ( S/S' ) GsG 9a ria Email: }}f C u h M loa . Co • Contractor s Business Name: •f I 1 o MAR 0 8 2017 Contact Name(s): Mailing Address, C/S/Z: BU9L BUftY Cell Phone: Land Line: Email: • Arch itect(s)/Eneineer(s): Business Name: Vi io Vn t ' ee-r� Contact Name(s): Nan �a- h Mailing Address, C/S/Z: a0lo Men ,St. , 5r-k 14 Cell Phone:) Land Line: (Jr/$ ) r//`o2 -, o2/0 41 Email: rVan CO- y—$6tyn •ev)C • ema. z Contact Person for Building & Code Compliance:T rn Al knq akt".P- Cell Phone: -9 '3' )_,2 aa- ( 10 I Land Email:JOm5r- (2 1\to pQons'rruc-t- on Co . Co m Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017 PROJECT INFORMATION: TYPE: X Commercial Residential WORK CLASS: Single-Family —Two-Family _Multi-Family (#of units ) Townhouse Business Office Retail ` - n Industrial/Warehouse _Garage (#of cars ) Other (describe 1 \ ) ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1st floor: 2nd floor: 2nd floor: 311 floor: 3rd floor: 41h floor: 4th floor: Total square feet: Total square feet: ADDITIONAL PROJECT INFORMATION:nn 1. Estimated Cost of Construction: $ "Jct 1000 OO n ICO n� 2. If Commercial project, what is the proposed use:�Q ae L S c, . C'la)lq 2 C Y• Rail f m S 3. Source of Heat (circle one): Gas Oil Propane Solar Other Milk O Work-t✓ q Fireplaces need a separate Fuel Burning Appliances St Chimney Application 6La5; 6.A dy, Jec4 4. Are there any structures not shown on the plot plan? YES NO Explain: 5. Are there any easements on the property? YES NO 6. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? b. Is this a corner lot? YES NO c. Will the grade be changed as a result of the construction? YES NO d. What is the water source? PUBLIC PRIVATE WELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017 DECLARATION: I. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a licen�ed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. - no( cod j n Gt_ only A(+ercr{'Iov)s I have read and agree to the above: PRINT NAME: 0(n,4u 9 (�. T i breem- SIGNATURE: A DATE: 3- 7- 1 Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017 . - e v � --- DESIGN DATA NOTES: GENERAL NOTES: - - 1.GENERAL: 1. DIMENSIONS TO,OF,AND IN EXISTING STRUCTURE SHALL BE VERIFIED IN FIELD BY CONTRACTOR. . ; ; DESIGN PROVISIONS.................2015 BUILDING CODE OF NEW YORK STATE(BCNYS). 2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS --, ; - -- - BUILDING OCCUPANCY CATEGORY II BETWEEN THE EXISTING CONDITIONS AND STRUCTURAL DRAWINGS AND DETAILS. CONSTRUCTION TYPE VB USE CATEGORY R-1 3. DO NOT CHANGE SIZE OR SPACING OF COMPONENTS WITHOUT PRIOR WRITTEN CONSENT OF OWNER ANd , . _ 0 '= ENGINEER. 2. LIVE LOADS: ._ �' \"I - 4. THE NOTES,SECTIONS,AND DETAILS ON THESE DRAWINGS ARE TYPICAL UNLESS OTHERWISE INDICATED. \���\ f a b ry(4 ROOF: UNIFORM GROUND SNOW LOAD(Pg) 60 psf SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS. 3`' ` � - y � � W UNIFORM BALCONY SNOW LOAD(Pf) 50 psf ,1 "' \ yr \\�� SNOW EXPOSURE FACTOR(Ce) 1.0 5. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES AND IN-SERVICE ELECTRICAL, '. *� - \ 0 E THERMAL FACTOR t 1 2 \ Is (C) PLUMBING,AND MECHANICAL SYSTEMS BEFORE COMMENCING WORK. CONTRACTOR SHALL BE FULLY � � - ; ����-�;;..� _ ,�;, ",,- «�, c � - _ �O IMPORTANCE FACTOR Is 1.0 _ QO ti ( ) RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE s '„� �' : : _ - \ ® , EXISTING UTILITIES AND IMPROVEMENTS TO REMAIN. , ' = 3?- _ I 0) ,- FLOOR:(BALCONY) 100 psf 7 } - - A<.. t` 5 -i f h W .r `F ,� g?, r', w�Sb'r #' - {ansa= y �-, t; _ - - - HANDRAILS: 50 If s. E '` § - _ a P 6. CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING OF PROPOSED DEVIATIONS OR h #- £• `. a) - � GUARDS: 50 psf SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR COMPONENTS SHOWN ON THE DRAWINGS AND MAKE ONLY =,_ vt > a i. .4 ', THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY THE OWNER AND ENGINEER• f j - - .0) ° ° W C 3. DEAD LOADS: - , f' - 'F„ to a) 7. TEMPORARILY BRACE BUILDING COMPONENTS UNTIL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE _k` w, _ TYPICAL BALCONY FLOOR/CLG: 10 psf I" P INSTALLED. w .> I ,' 4. WIND LOADS: 8. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. CONTRACTOR „ > , SHALL BE SOLELY;RESPONSlBLE FOR CONSTRUCTION SAFETY. } - ; ?; COMPONENTS AND CLADDING FORCES HAVE BEEN APPROXIMATED USING THE " r' r' r SIMPLIFIED PROVISIONS OF ASCE 7-10 FOR THE FOLLOWING: 9. DEMOLITION AND REMOVALS ARE REQUIRED FOR EXISTING CONDITIONS TO BE REMOVED AND DISPOSED, 1. z 4 ., - W ' A REMOVED AND REPLACED,AND REMOVED AND REINSTALLED.CONTRACTOR IS RESPONSIBLE FOR ALL TM;: 4 _ - 0 a AVERAGE NET WIND UPLIFT ON BALCONY/ROOF COMPONENTS: 25 psf NECESSARY WORK REGARDING REMOVAL, DISPOSAL, PROTECTION,AND REINSTALLATION OF EXISTING BUILDING 4 y _ ' `r = W � BASIC WIND SPEED 90 COMPONENTS IN,ORDER TO COMPLETE WORK SPECIFIED. = - TERRAIN/EXPOSURE CATEGORY B . : f , ' `- � ( ) 10. MEANS AND METHOD . _____9=_ } w IL O IMPORTANCE FACTOR Iw 1.0 S FOR COMPLETING ALL SPECIFIED WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. .` - I. � X _ t - = �' - z 5. STRUCTURAL MATERIAL STRENGTHS: 11. CONTRACTOR IS RESPONSIBLE FOR PROPERLY AND SAFELY MAINTAINING WORK AREAS BETWEEN ALL ADJOINING '' -��" ' "' `IV; - - BUILDING AREAS OR PUBLIC RIGHT-OF-WAYS. '� :. I'l " - 'L BOLTS: -ASTM A 307 > , .. x _ %' ADHESIVE ANCHORS (SOLID CONC OR MASONRY): -REDHEAD EPCON C6 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS, INSPECTIONS,AND *`z ' "� _ Uj DIMENSION LUMBER: CERTIFICATIONS AND SHALL COMPLY WITH ALL REQUIRED PERMITS.CONTRACTOR SHALL OBTAIN A FINAL u. '=y f. `a _ LO - -NO.1/NO.2 OR BETTER, SPRUCE-PINE-FIR(SPF). CERTIFICATE OF OCCUPANCY FROM LOCAL PERMITTING AGENCY AS A_ CONDITION OF FINAL PAYMENT. a) � � -Fb=875 psi . , .: ��t L z � W N N - -E= 1,400,000 psi 13. CONTRACTOR SHALL SUBMIT FOR OWNER REVIEW AND APPROVAL PRIOR TO START OF WORK A DETAILED PLAN - -Fc=425 psi(PERPENDICULAR TO GRAIN '. _ _ G7 f N U j - ) AND SCHEDULE,FOR PROJECT WORK TO BE COMPLETED. INCLUDED SHALL BE, BUT NOT LIMITED TO;MOBILIZATION = W ;- ii Ii er -Fc= 1,150 psi(PARALLEL TO GRAIN) REQUIREMENTS, PROJECT PREPARATIONS AND STAGING AREAS,CONTRACTOR PARKING, REFUSE AND DEBRIS � �-° - 0) Z � _ 1 PLYWOOD FLOOR SHEATHING: -APA RATED SHEATHING MINIMUM 23/32"THK ._r. = _ - h- STORAGE AND REMOVAL PROCEDURES,SPECIFIC MEASURES AND PROCEDURES TO BE IMPLEMENTED FOR SAFE ` MATCH EXISTING THICKNESS SPAN RATING _ R a -' - � ` . c ro L � ( ), DEMOLITION AND PROTECTION OF OCCUPANTS DURING PERFORMANCE OF WORK,AND WORK PHASING, r ' ' ' - 48/24, EXTERIOR EXPOSURE DURABILITY ) ^ a) LL . `ID CLASSIFICATION, GRADE A/C PLUGGED, PRESSURE 14. CONTRACTOR S � . HALL PROPERLY DISPOSE OF ALL REFUSE AND DEBRIS IN A LEGAL MANNER.ALL DEBRIS SHALL BE �� ,11,_ � oc .�TREATED WITH UCS RATING OF UC3B OR HIGHER REMOVED FROM THE SITE IN A TIMELY FASHION SO AS NOT TO DISRUPT_ PROGRESS AND TO ENSURE SAFE SITEI.1 a) 3� CONDITIONS. 1 � N C� 0- u,- . WOOD FRAMING NOTES: y I IE 15. CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL NECESSARY MEASURES AND PROCEDURES TO ¢ I, 7 „. ," IEE ! E, - ALL FEDERAL,STATE,AND LOCAL CODES AND 1. ACCURATELY CUT, FIT,AND SOLIDLY FASTEN MEMBERS TO PROVIDE PLUMB, MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN, PEDESTRIANS, EMPLOYEES, LOCAL TRAFFIC AND - - - REGULATIONS SHALL BE CONSIDERED TO BE PART _' - -i OF THE BUILDING DETAILS AND SPECIFICATIONS _ LEVEL,TRUE,AND RIGID WORK. ROADWAYS,ADJACENT PROPERTIES,AND ETC FOR DURATION OF PROJECT AND UNTIL PROJECT COMPLETION.ETION. {• � ,, ,_ L. HEREIN.IF DISCREPANCIES BETWEEN THE CODES - CONTRACTOR SHALL BE RESPONSIBLE:FOR ALL DAMAGES AND/OR RESTORATION REQUIRED AS A RESULT OF �, � � � =. AND REGULATIONS AND THE INFORMATION �, 2. NAILING NOT INDICATED ON DRAWINGS SHALL BE IN ACCORDANCE WITH DEFICIENT PROTECTION MEASURES. y , CONTAINED ON THESE PLANS EXIST,THE MORE "FASTENING SCHEDULE"CONTAINED IN THE BUILDING CODE OF NEW YORK STATE• 1. ,n ' + - � ' ;•- STRINGENT SHALL APPLY UNLESS THE INFORMATION +,-, ' air' •a_ Y z r = SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION i7 16. CONTRACTOR SHALL PERFORM SITE CLEANUP AT COMPLETION OF PROJECT, INCLUDING ALL PUBLIC AND PRIVATE : ,� ,; oF,rHE coDE IN WHICH c s 3. COMPLY WITH APPLICABLE RECOMMENDATIONS CONTAINED IN Wa A �THEcoDEOR ! i LANDS AND RIGHTS-OF-WAY, PUBLIC STREETS AND SIDEWALKS.ALL AREAS SHALL BE CLEANED OF DEURIS, DUST, _ _k � � - ' ��" REGULATION SHALL TAKE PREFERENCE OVER PLANS PRE , - DESIGN/CONSTRUCTION GUIDE-RESIDENTIAL AND COMMERCIAL FOR AND ETC. , "� I STRUCTURAL WOOD PANELS INDICATED. B ,;, _ _ _ DIG SAFELY NEW YORK ii , -CALL BEFORE YOU DIG -WAIT THE REQUIRED TIME 17. CONTRACTOR SHALL LIMIT SITE OPERATIONS AND AREAS OF WORK/DISTURBANCE TO THE PROJECT LIMITSI HiZM� -CONFIRM UTILITY RESPONSE f ' 4. FOR BOLTED CONNECTIONS, DRILL HOLES Ys INCH LARGER IN DIAMETER THAN THE SHOWN ON THE DRAWINGS, UNLESS OTHERWISE APPROVED BY THE OWNER. WEST BALCONY - = '�g' - - EAST BALCONY -RESPEcrri!E MARKERs MAIN LEVEL WORK AREA tl, BOLTS BEING USED. PROVIDE WASHERS AND NUTS UNDER BOLT HEADS IN -DIG wrrH CARE MAIN LEVEL WORK AREA CONTACT WITH WOOD. 18. CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER TO MINIMIZE NOISE AND DISTURBANCE TO UPPER LEVEL WORK AREA �; ADJACENT PROPERTIES AND THEIR OCCUPANTS. (LOWER LEVEL AT GRADE UPPE_.LEVEL WORK AREA SAFE DIGGING 15 EVERYONES RESPONSIBILnY! 5. USE PRESSURE-TREATED WOOD FOR ELEMENTS EXPOSED TO WEATHER OR i ) PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. P VISIT www.digsafelynevvyork:com FOR ADDITIONAL MOISTURE,OR IN CONTACT WITH SOIL,WATER, MASONRY,AND CONCRETE. 19. CONTRACTOR SHALL MAINTAIN A SECURE SITE AT ALL TIMES AND SHALL SECURE WORK AREA AT THE1. - - INFORMATION. _ jif COMPLETION OF EACH DAYS WORK.V NL O Y AUTH AUTHORIZED O PERSONNEL SHALL BE ALLOWED ON SITE OR IN ACTIVE' ,. 11 , " „11 „ .- 1 !T!sav!o�nT! F :f _.<,.:.� - _. ..."_ .. .'4,'_"�N.- A. �,,_,..:.,w,= :,,.„_> �_- . . y,'„ ONO .SECTION,7209 SUBDIVISION ;, 6. WHERE FRAMING CONNECTORS ARE SPECIFIED THEY SHALL BE SIMPSON ._ WORK ZONES. - - - _ .,, , -- - - ,•,- , E NEW YORK STATE EDU 2 FTI t< -- amu.�: y .::, O E CATION LAW . ,> -,. < _. , a f , FORA YP - a z_T ,-<..c _-y. .. - N ER50N N STRONG.TIE OR EQUAL MINIMUM 16 GA UNLESS NOTED OTHERWISE AND SHALL -: ._ ,.u_, , § e -- - U LESS ACTING UNDER THE '�4 - _. - - w t-. :-- -'s.��,' -.-.-.t. : - --`..,--:�.-.t, - - -r- - �.., .- v:.a--�✓„-,;:Y-`xa-d'�'. �, -r a ., .. ,-'j+' '+• p - � - .. � ..- ,. .,.:_... .__. -, -. :,., .,..„ _ .. _,. .__.--,...---.- _.-`tet.,_- .,, - -- .. . u:-. .., ,. ., .... a k -, .,- .,+ _ m.-,.�-- - - -- _ _ .,•.�.�,..-, w,.�...�„_ __--- -_ -= _ -__ .,. _..,_ ., ._, ,_.:.._ �.•� �� s• � � _ ., , _ ' -. - NOF ROOF REPLACEMENT ,, -. - _ -, - - --- _--__ , _- _. ., _ _ ~'. A LICENSED PROFESSIONAL .<- _ gym- _,�_. - «� BE GALVANIZED. EQUIVALENT CONNECTORS FROM OTHER MANUFACTURERS MAY 20. ALL SITE OR-BUILDING COMPONENTS OR ST C r _: ' . . -�- ' RU TURES WHICH REMAIN AT THE END OF EACH DAYS WORK SHALL ? ( - . - ENGINEER,TO ALTER THIS DOCUMENT IN ANY BE SUBMITTED FOR REVIEW. PROVIDE G185 HOT-DIPPED GALVANIZED COATING STABLE REMOVE EXISTING ROOFING 1 "" ". < ;nx= w Y BE S A LE ANU,LEFT IN SUCH A CONDITION TO SAFELY RESIST WIND AND OTHER LATERAL OR GRAVITY LOADS OR ;,:;a, , ,r _: S,, I A Y.IF ITEM BEARING THE SEAL SYSTEM AND REPLACE WITH i ENGINEER IS ALTERED,THE ALTERING ENGINEER MEETING THE REQUIREMENTS OF ASTM A 653 FOR METAL FRAMING CONNECTORS FORCES WHICH_MA`�EXIST ON SUCH PORTIONS OF THE BUILDING.CONTRACTOR SHALL PROVIDE TEMPORARY ENGINEER AL THE TE 11 - EPDM FULLY ADHERED ITEM HIS SEAL AND THE IN CONTACT WITH PRESSURE TREATED LUMBER. FASTENERS USED WITH THESE SHORING AND BRACING AS REQUIRED DURING ALL PHASES OF WORK TO PREVENT ACCIDENTAL COLLAPSE OR {ti '_ - �j ST ry - NOTATION"ALTERED BY"FOLLOWED BY His - A _ ONE V�NEsR - 1. SIGNATURE,NATO CONNECTORS SHALL BE HOT DIPPED GALVANIZED TO COMPLY WITH ASTM A 153. RE,THE DATE OF SUCH ALTERATION,BUILDING r. -. . E TION SHIFTING OF U DIN DEB _ I I G RIS AND/OR COMPONENTS,O AND S N O ENSURE SAFE BUILDING N T I U DI G AND E N I SITE CONDITIONS T ON AT F S _ _ ....- n• INSTALL�fJ),, RED STONE Z-MAX FINISH BY SIMPSON STRONG-TIE OR ACCEPTED EQUIVALENT. ALL TIMES. UPPER LEVEL WORK AREA _-, •� r = - -" "' - ` . AND A SPECIFIC DESCRIPTION OF THE ALTERATION - i I I - �I VEN�€i.IN PLAC, OF EXISTING . -11 ' �s , ., - - ;;. - - i,s B RD& BATTEN FI ISHES ' , y,`:�µr 7. _INSTALL SHEATHING WITH FACE GRAIN ACROSS SUPPORTS, USING PANELS 21, REMOVAL AND EXISTING CONDITION INFORMATION PROVIDED SHALL BE CONSIDERED GENERAL . `1 , q CONTINUOUS OVER TWO OR MORE SPANS WITH END JOINTS BETWEEN PANELS REPRESENTATIONSIONLY AND MAY NOT INCLUDE ALL REQUIRED WORK. THESE PLANS SHOULD B USED a •- "' : E EU IN - - x S ," STAGGERED AND LOCATED OVER CENTER OF SUPPORTS.SPACE SHEATHING ENCS NWT T _ _ , CONJUNCTIO I HE PROJECT SPECIFICATIONS AND ALL OTHER CONSTRUCTION DRAWINGS CONT - -: _ I�tACTS, MAIN LEVEL .. s f . ' E WORK AREA � - -�� A MINIMUM 1/8 TO ALLOW FOR EXPANSION. CAULK ALL JOINTS IN FLOOR AND OWNER'S OR ENGINEER'S D RE T VE -{ � I �" _-_� _ I C i SAND INSTRUCTIONS. �� ,„.;,: SHEATHING PRIOR TO COVERING WITH FINISH. �'. "' 1 WORK SUMMARY NOTES_: - .,- PHOTOS LOOKING EAST ;` _ , i. . , 11 8. GLUE-NAIL FLOOR SHEATHING WITH SUBFLOOR/DECK CONSTRUCTION ADHESIVE 1. PROJECT INCLUDE q REMOVAL AND REPLACEMENT OF EXISTING BALCONY RAIUGUARD/BENCH SYSTEM, ST SIDE-' AT WE AND GALVANIZED 8D COMMON NAILS AT 6 INCHES ON CENTER ALONG PANEL ENDS BALCONY CEILINGS!AND BALCONY FLOORING.WORK INCLUDES REMOVAL, REPLACEMENT,AND/OR REPAIR OF ' ' :. ' ;, H N T E PP T T D ASSOCIATED AND CCESSORY COMPONENTS.WORK ALSO INCLUDES ELECTRICAL INSTALLATION IN n, N §a '� AND 12 INC ES ON CE TER A INTERMEDIAT SU OR 5 UNLESS NO E S CLUDING LOWER LEVEL AT GRADE _ t� ..I __,._ '-,x tom--; fame - ENGINEERS STAMP. }' OTHERWISE. GFCI OUTLETS ANDLIGHTING, ROOF REPLACEMENT FOR THE MAIN OFFICE ENTRANCE CANOPY,AND INSTALLATION OF ADHERED STONE IN PLACE OF EXISTING FINISHES.SEE BID FORM FOR ADDITIONAL -~rs rr _ 4- ._4 , 4, :.,, � v 9. PRE-DRILL LEAD HOLES FOR LA REINS WITH A DIAMETER F 0 PERCENT OF INFORMATION. .s- _ ..__. �; _,, - - -" _N Y p ..4 ;z ,x s.-• ,. .-.._,, d[r. .. :_'..,_•..4:� -,.,t . u,_^ .,z-e!, 42`& - a^- - rN"%ems - ". - �'- .. 2. REMOVE AND REINSTALL ASSOCIATED AND ACCESSOR l MP . ,�_ , ... .. „ u• - _ •..• . _ f, , - _ <.,• • _ % THE SHANK DIAMETER. ENLARGE THE LEAD HOLES TO THE SHANK DIAMETER FOR CO ONENTS SUCH AS CONCEALING OR ADJACENT _. ,.... .a<�. __ _„ ,x. 3 , ti 7 ,P _3 s,d :., - ,..- ->, :._. . ( WEST BALCONY :,: ."_, y, .. "?. . n: `� _ . .- .^7' -C - . - . ._ . - ,fit r'.,a4-, _ .n.u++ -� '.`',='::'s 4.3� r.. s..i •\ EDGE TRIM SI I G LOCKING AND ETC A REQUIRED P T F S QUI TO COMPLETE W RK SPECIFIED. A E HALL G R S BE =3s,: .>. ¢;� -._,y_...,,., �t_ . - ^ max,., THE LENG H O UNTHREADED SHANK. , ) 0 ,�;, �, .,� e4�. .,_ .r. =v=-�r,«� .•.>.- � - -9 'S5 MAIN V �4 g LE EL WO -�-;` �.. RK AR - EA :. c x - c ti e r..e,-iia a::F>•-r- 'I =< �� mow- �, .. - t �• k ,z 3 Fr TAKEN TO PROTEC A D ,�,. �-_ N PREVENT d -�x-. :, ,- r. ., �__., _ ,. - �,_..;_,. AMA E T ITEMS E ����.: . _ , .�, G O R UIRIN _. ..�� ,. Q G REM VAL AND E NST T N , . ,-�_,- „ O R I ALLA I NIC - O L D F rH U LNG - I E P D ��� N IG x- s �=°" U� NTH(�DR :.' ='r I ENT B I U PER LEVEL W �., c.,� �. � NOTIN L E RK AR - rF; .�� - �, ��.�. O EA �� .�- f.r M, h�- r-,.r r�. --- r <. --'"n-v a,=., r:-•^. ^,-°,.,a ....^.-._,....-:. _ - -, � ...vx.,. �'%' tet. -r'.- - � � � � �1�s �� -�� ' . _ INK,T SET F N T U OMEN M I' E P SED FINISHES D _ .y�. .....>. �., ,._. :_ ..3; _ �,��.. . ;- _ •V,..,,.. ......:.... :. .. ..L,,,,_.,,�. , -_ :>> s f __,�. ,..,.. .,�._�. y. � A BEANILLE 10. INSERT LAG SCREWS AND WOOD REINS BY TURNING NOT DRIVE WITH X O AMAGE CAUSED BY PERFORMANCE OF WORK SHALL BE REMEDIED OR REPLACED r_ .- .-: - ._. a , . __, ,_ .:.. .. _.,. . . „_ . , .._ u. �..,. „ ,_ . �, .,. i LOWER LEVEL AT ,.. 3b r= ;>. g GRADE �=:.�.$• �- � - ,#' a, •-:. p. mat, .'€ : ) -'9 2 7 --w -� - � �i> COPY- R 0 F uf-10 1 1 D z�v - fr�' �, � NS.DOC NT f ,'fir S C NT CT RSC T _ _ _ _ 1 - h.�n-- �:• O RA O OS _ _ - >n HAMMER R N TAL TH HA L � -� �>-4-. O I L WI MMER R L X1.3= „- s�� w _� ,�,.�. yam., _ _, ..�. �:� ;�,:�.�� f• .,�,;rz';u�,=meq.. NOT CO N ORI 3. REMOVAL AND REPLACEMENT OF ROTTED OR DETERIORATED PLYWOOD FLOOR SHEATHING SHALL BE ON A sl s o a� �a .o r ® ®. o .. ,a. .� �s s s� ® ® � ee ums ®. o'®. , USE LO�AIN A, N�E��� IT OR SHOCTION.T!3 EAST .® � � ® ® ® .. . ® . ® ® ® �; �® ® � ® .� �. ® � � �. ® � ® � � ,t. E -. - UNIT COST BASIS PER SQUARE FOOT OF FLOOR AREA VALIDATED BY ENGINEER/OWNER. REFER TO BID FORMS d° �'� <� SUBMITTAUSHOP DRAWING NOTES: FOR ADDITIONAL INFORMATION. MAIN LEVEL WORK AREA ;,, 1 'L �A �o,.Q� 6 �,�' ' 4jl . ALL NEW EXPOSED'WORK SHALL BE FINISHED AND PREPARE F PA N UPPER LEVEL WORK AREA ,, , - 4 , ; c - D OR INTI G/STAINING IN ACCORDANCE WITH °.,: , , 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW;SHOP DRAWINGS, " � f .j 'k �°- ✓ 5 �� FINISH SPECIFICATIONS.CONTRACTOR SHALL SAND ALL SURFACES SMOOTH WITH EXCEPTION OF RC WOOD PRODUCT DATA AND SPECIFICATIONS,AND SUBMITTALS FOR NEW WORK SHOWN SURFACES. PRIOR TO SANDING FILL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS WITH MINWAX HIGH .,' ,s, w TOWNSt3 7C 1 r " TO INCLUDE;PRODUCT DATA FOR ALL MATERIALS AND PRODUCTS SPECIFIED, . PERFORMANCE WOOD FILLER,OR APPROVED EQUAL. • - - , CONNECTIONS AND CONNECTORS,ACCESSORY ATTACHMENTS, HANDRAIL BUILDING & C � �, �, 5. PRIIMFE N U RF CES_0 BE PAIINTED WITH ONE COAT OF EXTERIOR GRADE MULTI-PURPOSE PRIMER(SUITABLE �,,� , COMPONENTS, HANDRAIL AND FLOORING PRODUCT AND MATERIAL O I IS OR OIL ASED AS REQ'D). 1. :; ' , VieWl _. „-- -. SPECIFICATIONS,AND DIMENSIONAL INFORMATION FOR EXISTING CONDITIONS 4' . < - �. - -_ - - 6. FINISH(COLOR TO BE CHOSEN BY OWNER)ALL EXPOSED FINISHES WITH MINIMUM TWO COATS OF EXTERIOR "'' !'i :" REVISI®NS REQUIRING FIELD VERIFICATION. PAINT OR STAIN PER OWNER DIRECTION. STAIN SHALL BE SHERWIN WILLIAMS WOODSCAPES EXTERIOR - "X�. Date; •~� -- - 3 � �� ' - ACRYLIC SOLID COl�OR HOUSE STAIN OR APPROVED EQUAL: EXTERIOR PAINT SHALL BE SHERWIN WILLIAMS = 5 2. SUBMIT COPIES OF EACH SUBMITTALS AS FOLLOWS;THREE PAPER COPIES TO SUPERPAINT EXTER OR ACRYLIC LATEX PAINT OR APPROVED EQUAL. OWNER/ENGINEER FOR REVIEW PRIOR TO FABRICATION AND START OF RELATED ." d PHOTOS LOOKING WEST 4 J 7. CONTRACTOR SHALL SCRAPE, SAND,AND SMOOTH EXISTING FLOOR SHEATHING TO REMAIN UPON REMOVAL UPPER LEVEL WORK AREA = _ ` OR CORRESPONDING WORK. �, Sr S OF EXISTING CARP'F. UPON COMPLETION OF SUBSTRATE PREPARATIONS,SAND FLUSH AND SMOOTH ALL ., 4 -" AT`KVN Uh%EEN8BURY ` 3 �r3 �:, . PLYWOOD JOINTS.ALL NAILS SHALL BE COUNTERSUNK TO PREVENT TRANSLATION THROUGH FINISH CARPET. -11' _, I � � -�-�m� �"�='�� ' BUILDING DEPARTMENT _ 3. ALLOW ADEQUATE TIME IN CONSTRUCTION SCHEDULE FOR PREPARATION, FILL AND SEAL ALL PLYWOOD JOINTS PRIOR TO INSTALLING OUTDOOR CARPET WITH SUITABLE t - --�� Baaed on our limited examination com i n 2 w SUBMISSION, REVIEW,AND COORDINATION OF SUBMITTALS PRIOR TO ` U .^, . _, compliance a ce UNDERLAYMENT LE ELING COMPOUND COMPATIBLE WITH CARPET ADHESIVE.FLOOR SUBSTRATE SHALL BE - =z -- 3 T , with our C©m�ent8 shall nOt be co!1Etrued,�s ` `. indicating the lana ands clficatlons are m 1 .ISSUED FOR BID 9/23/16 z PERFORMANCE OF CORRESPONDING WORK. '� :2 a_ - i g p SN100TH AND FREE OF DEFECTS,AND PREPARED IN ACCORDANCE WITH ADHESIVE MANUFACTURER MAIN LEVEL WORK AREA c,sz w . - New Y State. 1088 Z r t E full com Bance with the sr Codes of q SPECIFICATIONS. ! :7_ .r _ „ ;;,.,.- fir., . _ t, i•;'T,5 PROJECT NO. . 0 DP OBSERVATION 8. OUTDOOR CARPET SHALL BE PLANNED TO MINIMIZE OR PREVENT SEAMS AS H A P ALL 9.Y s; ., x .< - R CONSTRUCTION OBSER A ION NOTES. UC S POSSIBLE. L SEAMS - ,�.. . �, s L ,�� -> . SHALL BE TAPED AND/OR GLUED. ROUGH FIT CARPE PRIOR 1 - .R -_ria '? = = r T R OR TO INSTALLING AND NEATLY TRIM ALONG EDGES, T , ; - ..' , i , SCALE: _ AS NOTED m 1. NO WORK CONTAINED IN THESE DRAWINGS SHALL BE CONCEALED BY FINISHES AT RECESSES ORP OJECTIONS IN WALLS AND TRIM,AT HANDRAIL POSTS AND ETC. FULLY ADHERE CARPET •Y ;>>w -{_ . _t RPET UNTIL OBSERVED AND DEEMED IN COMPLIANCE BY THE RUP/SER. TO SUBSTRATE AND AT PERIMETER EDGES IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. : t:i: W I � � , - $ � � DATE: _ 7/14/16 z '� _ -' - u �h ,,. ADHESIVE SHALL B -SHAW P EMI o R UM 6300 UNIVERSAL D C < OUT OOR ARPET AD 1 HES VE OR APPROVED EQUAL. _�„,�"n��,r_ ;�.� =��-2222222y �=. � � � �� 2 DISCREPANCIES D t F TH RD H BEC CORRECTED ROLL THE INSTALL+ ION WITH A 75 POUND ROLLER UNTIL UNIFORMLY BOND D SMOOTH. =_= W y "' `"° - -=" _ ,- FILE '. . ALL OR DEFICIENCIES FOUND BY E P SHALL O ED AN MO TH.APPLY SEAM r �_ • n DRAWN BY- VISION W �: - IMMEDIATELY BY CONTRACTOR. NOTIFY RDP OF CORRECTED WORK FOR SEALER TO ALL JOINTS AND CARPET EDGES.OUTDOOR CARPET SHALL BE SHAW 54638 OUT_SIDE AGENDA 100% _ W . GT _ OBSERVATION. OLEFIN 14OZ/SY CARPET(COLOR PER OWNER), OR APPROVED EQUAL. �_, y ;;w,„ . r '' . -LL- �w j" 1. 1. PROJECT �> 9. WOOD FRAMED H)ADRAIL AND GUARD SYSTEMS SHALL BE CONSTRUCTED OF PRESSURE TREATED N01/2 n W r,: 3. RDP OBSERVATIONS WILL BE CONDUCTED PERIODICALLY UNTIL ALL WORK IS SOUTHERN PINE, NTLY CUT AND FIT TO FORM CONTINUOUS UNIFORM FINISHED RAILING AND GUARD A. :_ •;, A �y C�qy =W I - -' - i - - - s 1 X:'T: {,fir !s'�,,; ,�, ., - � Li - ®�N�/'1 V ��' E V V � t- - {qk, COMPLETE. CONTRACTOR SHALL NOTIFY RDP PROMPTLY AND IN ADVANCE OF SYSTEM.SCREW CAr RAIL AND HORIZONTAL 2X RAILS EACH END TO POSTS WITH MINIMUM(2)#9 GRIP-RITE -- MILESTONE GONSTRUCTlON. MILESTONE WORK TO BE OBSERVED BY THE RDP COUNTERSINKING EIEAD POLYMER COATED STAR DRIVE SCREWS OR APPROVED EQUAL WITH COLOR TO I _ ' Q x - r " ':.�` 2999STATE RT.9L ILI ,� , r,,..§ - SHALL BE AS FOLLOWS: MATCH OR COINCIDE WITH FINISH.SCREW VERTICAL BALLUSTERS 4 OC TO HORIZONTAL RAILS WITH ONE .�, - JL1. O R : -UPON COMPLETION OF REMOVALS FOR VERIFICATION OF EXISTING SCREW EACH END. - . r J CONDITIONS AND EXTENT OF FLOOR SHEATHING REPLACEMENT 10. REPLACEMENT CEILING G PLYWOOD SHALL BE 3/8"THK 0 J & 0 20/1 DI:ZAWING TITLE ¢ .1: �! A/C SANDED WITH EXPOSED A-SIDE FOR PRIMER AND -01 IQR W .L° .,,. I -UPON COMPLETION OF SHEATHING REPAIRS AND FRAMING REQUIRED TWO COATS OF PAINT. FIELD COORDINATE HOLES AND PENETRATIONS AND LOCATIONS OF VENTS AND I - ',�� _ ". m I PRIOR TO INSTALLATION OF FINISHES RECESSED LIGHT FIXTURES TO REMAIN. INSTALL PLYWOOD JOINTS 4-8FT OC(FROM FACE OF WALL TO FASCIA . , = 1 WORK AREA SCI�IEMAT - <_ ;` L N�TES .y o s - ,; __ �- _ � .� _.. ... _ __ ____ __ . .. . . .. .. _ -- - - -- - - - — - f - 4, . , i . " , , - - `,' - -J � CONTINUOUS ROUTED EE)GE 2X6 _--r,,_ - PT CAP RAIL OVER BALLU;TER .� AND POSTS - - F ' I �- EXISTING EXTERIOR WALL CONTINUOUS 2X4 PT RAIL LET-IN -� { FIELD COORDINATE ALL RAIUGUARD 5 WITH PAINTED RC BOARD& - AT POSTS,TYPICAL 2 LOO'S 1 i', RETURNS AND TIE-IN TO EXISTING EXISTING EXTERIOR S-2 EXISTING EXTERIOR BATTEN SIDING '�` _ REPLACEMENT WOOD-FRAMED - I BUILDING AT END WALLS,TYPICAL CARPET ON BALCONY TO BE CARPET ON STAIR UP TO _ ="�i - ' BE REMOVED AND I EXISTING HANDRAIL SYSTEM RAIL AND GUARD SYSTEM d REMOVED AND REPLACED i •i ! /"(� i. ALONG BALCONY EDGE,TYPICAL / ( �� REPLACED I ; - WITH INTEGRAL BENCH TO BE ( - - REMOVED AND REPLACED i i'. ELS BOX, 20A GFCI - �� , ___ __, _._.—___ , �1 , - _ _. _- o ,r..m.,�^e,u._.,., .:_ .,, �.., „.,...,�, ., :,,,_. ,...-. .:,;.. ..-..,, .._„..m.,. .,, _ 4 , Y STEP '3.1.i' - a - - \ - ' - .. .. ...:- -==: - -.-._-.-_.. -. .• r-, r-, C_a L=3 pie x i i RS(45 ANGLE �� _. r ... - ®-a REG�PTACLE 2X2 PT BALLUSTE I II t GFc - �'tiECI 4B EXISTING EDGE METAL DRIP ' OUTLI=iT FLUS ONE END)WITH 4”SPACE F„ t... I "� .. . ._. , " W u �' _ i � i - CE _ I 11........ .... . . . ... TO BE REMOVED AND i, BETWEEN EACH TYPICAL 1� a, ,, S-2 ,1 i i t..... .. .... .. . .. tt ,i.: { MOUNT IT 'I A .... .... ............ ... _ . CtQ_OR ��ti E _ ..... .. ...... . ..-... . . . �' - �� it - .. - . ................ . . .. . . REPLACED �,' PLATE, - - _ I BROWN/LU S PER - = ���� � - 'i �::. Ir.. }t ° > - III I. .. ...SLOPE SLOPE 1. . \----NEW 5/4 RC CEDAR TOE EXISTING RECESSED EXISTING VENT > EXISTING SURFACE / ' PLAN,�SEE = REPLACEMENT METAL DRIP o �� v r i.::..... :. .. .............. .r I,.....--,.- . -. .._...._... . i f LL v EXISTING CANTILEVERED i : L.,:..- ..--.:.. 1 I... �+ KICK BELOW EACH DOOR LIGHT BELOW TO . BELOW TO REMAIN, ' +r MOUNTED LIGHT BELOW ' ' EL t,TRICAL N TES _ ALONG EDGE(MATCH EXISTING `� � , LOW i t ROOF . L IZ Np IS - f r - - 2X12 FLOOR JOISTS AT rF �-. . t " " "" " "I 4 THRESHOLD RIPPED TO REMAIN,TYPICAL TYPICAL tit TO REMAIN i i STY E, S E,A FIN H) '„N t. I _ ( „+ AOR MORE INF v W .� t � t N 6 -OC ` ♦ I .::.............a ,......:. .. .. ......... . .....}I : REQ D HEIGHT AND n in 1 rl�`�r-,lrl„li i' V _ N -��_�.��v�.�--J.- REPLACEMENT EXISTING CONCRETE l`��_LL _ .-------- --- PRIMED/PAINTED TO EXISTING BLOCKING TO �� L�, r FULLY ADHERED— GLUE-NAILED T&G P.T. y ' pp” V ......__..l ... HANDRAIUGUARD STEPS DO_ WN TO REMAIN 21'-0"±FV MATCH EXISTING TRIM) EMAIN ------ ---- - . R f' REPLACEMENT PLYWOOD FLOOR SHEATHING .m 9T-Q ±(FV) `, SYSTEM ' OUTDOOR CARPET REPLACEMENT ALONG EDGE, _ _ : i W THREE POSTS AT / ' �I w SEE BID SUMMARY AND PLAN _ ," EXISTING PLYWOOD FLOOR SHEATHING i 1 FLOOR PLAN r MAIN LEVEL 1NEST BALCONY EXISTING CONCRETE TO REMAIN, SEE PLAN NOTES THIS EXISTING FASCIA, ' NOTES FOR MORE INFO(FV - i § THICKNESS �> I ._ .�-".-",.W....-._...,.�.,-... - __ STEPS WITH SIMPSON DWG FOR MORE INFO(FV THICKNESS) 2X SUB-FASCIA, ) Ij REMOVE EXISTING STONE BALLASTANp -" _ - S-2 SCALE: 1/$ - 1-0 CPT44Z CONCEALED I TRIM,AND DRIP I / it BUILT-UP ROOFING TO DECK OR -� 5-0 ±FV i _ - ,I POST BASES f I EDGE TO BE SUBSTRATE. INSTALL 1/2"PLYWOOD COVER PICAL ALL PLAN LEVELSI: "' "'""' PLAN NOTES(TY 'r . , ----1�-- ' REMOVED AND . . .... OVER EXISTING ROOF SUBSTRATE.PLACE VE EXISTING EXTERIOR CARPET ON BALCONIES AND STAIRS FOR REPLACEMENT. ' I REPLACED I�" 1. CONTRACTOR TO REMO i r I I. _ - - W r' tt5 I, MINIMUM 1"THK POLY-ISO RIGID INSULATION L O SERVE PLYWOOD SHEATHING FOR ROTTED AREAS.MARK AREAS FOR REMOVAL AND +i A EXISTING CARPET TO BE REMOVED � / / tt I I uE ue x 2 2X1Q P.T. SU8-FASCIA i -.� - II AT PERIMETER EDGE AND 1N FIELD. INSTALL UPON REMOVA B ,/ +�i z i RIPPED TO JOIST DEPTH � _ �' NOTIFY OWNER AND ENGINEER FOR VERIFICATION OF PLYWOOD REMOVAL AND REPLACEMENT LIMITS. '` AND REPLACED.SCRAPE,SAND,AND /���� ao• rl 1 8„± FV - Lam!! € TAPERED INSULATION FROM EDGE TO i r h i ( ) , CENTERLINE OF ROOF WITH 1/4 /FT SLOPE. DETERIORATED PLYWOOD TO BE REMOVED AND REPLACED AS DIRECTED BY OWNER AND ENGINEER.ALL PREPARE SUBSTRATE ' ; -- _�i �20A ELECTRIC 111 - - -== I Up REPLACEMENT PIECE EDGES MUST BE SUPPORTED BY 2X FRAMING OR 2X BLOCKING.GLUE-NAIL ---- PLY WITH W ROOFING SYSTEM TO BE FIRESTONE us J I RUBBERGARD 60-MIL EPDM FULLY ADHERED PLYWOOD IN PLACE, SEE NOTES FOR MORE INFORMATION. I ✓ a �- a - 2. EXISTING PAINTED 2X FRAMED BALCONY HANDRAILS AND BENCH SYSTEMS TO BE REMOVED(REMOVE I ARMORED 12A�`G � - ALLED PER MANUFACTURERS ! EXISTING PAINTED -EXISTING GRO!' LADED ABLE 3/8”THK A/C PRIMED AND PAINTABLE ' - _ _ .- - lNST POSTS INCLUDING BOLTED CONNECTION TO JOISTS)FOR REPLACEMENT. CONTINUOUS P.T. FROM' OCAL20A SPECIFICATIONS.PROVIDE MiNlMUM 3. SEE SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION. PLYWOOD CEILING TO BE PAINTED PLYWOOD CEILING JOINT SEALANT I� EDGE PLYWOOD RECEPT..f,LE OR - 15-YEAR RED SHIELD MANUF.WARRANTY. CTC RDlNATION RE UIREMENTS SHALL BE FIELD I REMOVED AND REPLACED X. `I WITH TRIMMED JOINTS(4 FT OC) j (I REMOVE ANp REINSTALL EXISTING 4. ALL EXISTING CONDITIONS, DIMENSIONS,AND PROJE 00 Q TO BE REMOVED r VERIFIED BY CONTRACTOR PRIOR TO FABRICATION OR PURCHASE OF PROJECT MATERIALS OR LIGHTI�.GRCUIT, MAINTAIN EXISTING RECE;SED RC CEDAR ; . AND REPLACED COORDINA7�IN 5/4X10 FASCIA - BALCONY DECK, SLEEPERS,JOISTS,AND EXISTING TRIM TO � i LIGHTING AND VENT LOCATIONS cfl PRODUCTS. FIELD WITH O4 NER, -AND 5/4X4 TRIM Lo . COMPONENTS AS REQD FOR ROOFING ! REMAIN, REMOVE AND �,� , Y� - t E NOTES FOR FINISHED TO; � � WORK AND BASE TIE-IN/FLASHING AT EW KICHLER 109? RE-INSTALL AS REQ D FOR `- , EXISTING TRIM TO = 00 tV EXISTING BUILDING FACE.INSTALL NEW �- CEILING REPLACEMENT _ WALE MOUN SIGHTS 1N , to MATCHING DRIP EDGE AND BLOCKING AT MORE INFO MATCH rn ap REMAIN REMOVE AND 04 ° , ,, v r .CV :iV EXISTING ' STAIR prr 5�TOTAL, ; RE-INSTALL AS REQ D FOR 4 , p� o� _J PERIMETER. CO :IdECTED 7-O OCAL EXISTING EXTERIOR WALL CEILING REPLACEMENT � z "ti :N Q - " 1 LIGHT CIRCUIT**� - WITH PAINTED RC BOARD_ & , p 0 BATTEN SIDING U) vi _� 5 EXISTING EXTERIOR I - N u. . .. EXISTING EXTERIOR S-2 �� ,- tt� CARPET ON BALCONY TO BE CARPET ON STAIR DO VN i EXISTING SUSPENDED p N , CEILING,TYP AT INTERIOR -I PLA E TO BE REMOVED ANp - _ 112 ROUTED `- 1/8 SANDED - / REMOVED AND RE C D „ .- a - = , (u ( � _. I 1 REPLACED I RADIUS EA t- . RADIUS,TYP cv U u. --- I a - 1 _ _-- n_.- - _ .. .. ! _ _ SIDE ^ ,- - -, �,CI ; r ,- �'Gr�! 4B _ 2„ ALL FEDERAL,STATE,AND LOCAL CODES AND , - - REGULA N5 SHALL BE CON RED BE PART I,." I. TO DIP 0 S-2 x 51/ - OF THE B DWG DETAILS AN ECIF TIONS -._- CAP RAIL o ` - . ., _.....- . ..-„ .., -,,..-..._. ......... ........„ .-,.. ., X i - AND REGULAT ONS AND T ERIN ORMATIONC D ES ��- REPLACEMENT EXISTING VENT EXISTING RECESSED �- NEW 5/4 RC CEDAR TOE KICK BELOW • - CONTAINED ON THESE PLANS EXIST,THE MORE LIGHT BELOW TO EACH DOOR THRESHOLD(RIPPED _ HANDRAIL/GUARD BELOW TO REMAIN, " +I STRINGENT SHALL APPLY UNLESS"THE INFORMATION SYSTEM TYPICAL REMAIN,TYPICAL (' TO REQD HEIGHT AND = -� , swowN,DESCRIBED,OR IMPLIED IS A VIOLATION , 4_ _ OF THE CODE,IN WHICH CASE THE CODE OR u7 PRIMED/PAINTED TO MATCH - -- AKE R OVER PLANs. t REGULATION SHALL T P EFERENCE I - — i� EXISTING TRIM) A_- I I , i a D!G SAFELY NEW YORK „+ ,' -WAIT TTHE REQD RED'TIME 1'. 1 97 0 _ FV '' -- -- ( --- - 5 TYPICAL EXISTING BALCONY SECTION 6 TYPICAL PROPOSED BALCONY SECTI®N �CONFIRMUTILITYRE5PONSE MARKERS _ p S-2 SCALE: 1'�.,-,1+-Q„ - SCALE: 1..,., 1 Q -. .. _..,: -DIG WITH CARE � .. ' " 1 :ER LEV,... .... SAFE DIGGING 13 2..w• ,FLOOR 'PLAN. UP . . . . EL V VEST BAL�✓ONY -, \ ' - SAFE DIGG NG IS EVERYONE BEFOREYOU DITY! j ;Ii S-2 SCALE. 1/8 - 1-0 - 2X4 PT CONTINUOUS L 2X2 BALLUSTERS -� r ';4 VISIT www.digsafelynewyork,com FOR ADDITIONAL . I ** IGHTING FIXTURE SPECIFIED FOR BID PURPOSES ONL-�Y,,C�14a?ACTvr� = INFORMATION. V HORIZONTAL TOP (2)0.276X8 SIMPSON V--- -�V- - b; SHA VtRI�: D COORDINATE FI Xz�1Rc SELECTION, FINISH,AND '`f," 2X6 PT ROUTED EDGE -.91 �� � - , . ., - ��> STRONG-DRIVE SDWH x.: ^'"' IT IS A VOCATION OF SECTION 7209 SUBDIVISION ,� , ,,. RAIL .. �•,- . 2 OF THE NEw YORK STATE EDUCATION lAW-, �p a T r ., .:; ,, CONTINUOUS CAP RAIL AND LAAO. «Eir�.�- NTS WITH OWNER PRIOR. O. - LO R U CO DG BER-HEX H -. ,••,..:...:. �. - TM f . . ?', . . _.� __. .. .,, x,. -.,., ._ .i.a�. _..., �, ,_.-_. ,,. _.,. _ - -. - --• - NLE G NDE T _ - " _ FOR ANY PERSON,U SS ACTIN U R HE _W _-eC1 STRUCTION.SEE NOTES FOR, O, O. - K^ N 4 . ._6 0 "OC MAX. _ _ ;{ ,.rr,;:,. s p.STRUCTURAL WOOD DIRECTION OF A LICENSED PROFESSIONAL Nf=V KICHLER 1092 - 4. - • ,-. _ , . - �.i:. �, I .a F— _,r s. �,}��� R - - +• s3 �`FS.i. 3 i <. - '3- -' .. :-. - :, ems .... ,...._ .. F^.- -. >. J w.. ,• n„ •. _sem ..}+' a: �1-a K.u+:-�c mom•- Nal x�,-�v..-. -z,. -_ - `- 2. -.tis' _ .-- -_ '- 11 - u z r -te..- ..-.<- ♦ � i , „V �" _. _ D COORDINATE UNIFORM SPACING _ " a NGINEER.TO ALTER THIS DOCUMENT IN ANY _. - F _ _ - r - --- ( - FIEL - - - - __µ_. _ ... � - �-�---�-- -----�-- _i�.,_.�,_._ - ___ _�. �_ _ - �--.� _ ._..,-. ___. ( :. -- _ - )- - _,,:��._�.,__ --�SCRE SAT=16_OC TO ��-_ __ _ _1.�._ _ _ � - - _ __-_- WALL�r� UNT L G T>'il SIN- -�- - - = - - ---- -- _ -- - --- = - - " - _ I - T, 1 ,"� EXIST NG JOISTS - �i STAIRWAY TOTAL, 1 /. WAY.IF AN ITEM BEARING THE SEAL OF AN :.'.+, , \,� „ ENGINEER IS ALTERED,THE ALTERING ENGINEER i:, CONN TED TU LOCAL EXISTING EXTERIOR ` _ -- -- - �t"' _ ° � ^� , `l 2 1/2 HX8 HDC (COUNTERSUNK) ( ), . . SHALL_AFFIX TO THE ITEM HIS SEAL AND THE I R UIT** CARPET ON STAIR DOWN 5 �' - :'. ^� `� CARRIAGE BOLTS NOTATION-ALTERED BY"OLLOWED BY HIS II ° LI0H Cl C /- EXISTING EXTERIOR " I , __ , S-2 r, ' e- SIGNATURE,THE DATE bF SUCH ALTERATION, li TO BE REMOVED AND -'- _ - CARPET ON BALCONY TO BE �— — r AT EACH POST TO AND A SPECIFIC DESCRIPTION OF,THE ALTERATION � REPLACED REMOVED AND REPLACED 4" / ' j I / - u'. DBL SUB FASCIA _ �P S - ..-� _._. .._, --. _ .,.,,,... - _ umm—•rar - -.-. -� .. r..,x.. ..,, ,. - ..-,.. ..�, - ...,,,.... .�,...,, - - -may. �Y .� _ _ -- II r-� !i� > i 1 Y ; ,, I - �_ ljy GFCI c� CiF�1 LL . . �- . i ,` , fl `, . - EXISTING VENT � EXISTING RECESSED . �REPLACEMENT LL . Z" BELOW TO REMAIN, LIGHT BELOW TO HANDRAIUGUARD a. .I , TYPICAL - REMAIN, TYPICAL` SYSTEM 1 CONNECTION AT SUB-FASCIA CONNECTION AT HANDRAIL POST __ P ENGINEERS STAMP: li , y , - , u F f�i I - � - �' , I- 66'-0"+ FV z � .. - . ( ) �` - -- - n' � I' , t / !'' s. - TYPICAL BALCONY ;, ;; ':, �,,���� `��,��e-, _ -i; . ' . - . - - 8 -;EDGE CONN, ECTION DETAILS - IFTHESTAM �c` - — . — — - . '-; INK,THIS S , OFD T T O IS DRA SN AYrR E OTILLEGAL • - FLOOR PLAN - UPPER LEVEL EAST BALCONY - - _ S-2 SCALE: 11i __ _ _� „ . 2 - " -,4 NOT CONTA NI CD IGINA Y_( MP SiGNATUP ULD NOT BE - 3 .._ SCALE: 1/8"= 1'-0" 1 I - $-2 I - USED 70 A BUIL 0 E - NST C _ - i' - t - - - -- - _- -- - - -- 4 °ir Eliur�T!. FIXTURE SPECIFIED FOR BID PURPOSES ONL rJNTRA i OR • .,,•C D ATE FIN !�-TURc SE ECL TION FINISH AND \ SPLICE RAILS AT EVERY 4 ' ` I !r. .`i _o,�O 0lgob 1i SHALL VERIFY ANv.,!�.��R I`N �AL� �-J- COLORAND LAM -j-i2,M�i RT ITH OWNER PRIOR TO THIRD POST(15'±OC)SPLICE CULTURED STONE IN �� ''CF�S�`Uh 1 GOIN&TRUCTiON.SEE NOTES FOR_MORE l4F&.•--�_ T&B AT ALTERNATE POSTS ,`^ MORTAR SETTING BED __ / (MATCH.EXISTING} f�. 2X4 PT CONTINUOUS I - -- ,aa � —� _ . I CONTINUOUS FASCIA I K r • __ _ .. HORIZONTAL „ ,.. k 172"TH .SCRATCH - "' _ TRIM AND DRIP EDGE BOTTOM RAIL j � COAT OF MORTAR OVER REVISION` r` _ — _- -- - - BETWEEN POSTS - .. \I -:GALV.2.5 LB DIAMOND 5 I t - — — - - i I '` :`MESH EXPANDED METAL eLATHOR18GAWOVEN 4 - � EXISTING EXTERIOR _---- - _ �,. . „ . i -4 WIRE MESH. _j N BAL NY TO BE C ARPET O CO - - _ . ..-.. .....- TAIL I s REMOVED AND REPLACED _' .L � TYPICAL..BALCONY GUARD D.E _. , �1 . „- Z - S 2 SCALE. 1 =1-0 - "WEATHER-RESISTIVE I w ® ® > I BARRIER OVER SHEATHI G 2 - _ � . I h. 1 ISSUED FOR BID 9/23/16 - w N I Rte- - - _ I XS o a s E l TING SHEATH I G FV GFCI _ I i ( ) PROJECT NO. : 1088 � - _ / I .. . _. ` �_ _ I AS NOTED 60-MIL EPDM FULLY ADHERED MEMBRANE i E STING WA _FRAMING SCALE: m - - ./ _ „ , 4,,..,_.,. y d . r I I — I I :. ' Y el'�' z REMOVE BOARD � I SEAM/EDGE FLASHING -_-V , ®ATE: 7/14/ 6 Z ` . > _ SLOPE PER MANUF.SPECS v AND BATTEN > - o • - FINISHES AND d I NOTES: v o - ' P.T. EDGE BLOCKING w '- " _ INSTALL ADHERED 1.COVER SHEATHING SURF CE YfH WEAT R RESISTIVE BARRIER.APP Y LY DRAWN B VISION - '< - a, -% t ~ NOT LESS,THAN 2 , �w �" pR • STONE VENEER, - /////i! //��////�/i/i//�///�����/ HORIZONTALLY WITH UPPER��YERS LAPPED O�ER LOWER LAYERS OJECT: REPLACEMENT STYLE, COLOR,'AND � LYW D V R INCHES. WHERE VERTICAL'°JQtNTS OCCUR LAP NOK LESS THAN 6 INCHES. 7)w HANDRAIL/GUARD CONFIGURATION TO , .. �- ,_ 1/2 P OO CO E 2. INSTALL GALVANIZED W (E MESH USING GALVANI?ED NAILS OR STAPLES WHICH SYSTEM MATCH EXISTING TAPERED POLY-ISO PENETRATE STUDS MIN�' UM 1 INCH-SPACED 6 INCHES ON CENTER VERTICALLY AND 16 OVER EXISTING UI�IHAI�S 1�� a�9C�I�T r "- INSULATION(1"MIN SUBSTRATE INCHES ON CENTER ORIZO�TALLY.LAP EDGES AND JOI TS MINIMUM"1 INCH.WRAP 2999 STATE T 9L" _ APPROX.275 SF - - ( ) �'- w 4A FLOOR PLAN - MAIN LEVEL EAST BALCO y ;, THK AT EDGES) WIRE MESH AT LEA- F 16 INC ES AROUND INSIDE AND OUT IDE CORNERS 0 0 _�.. . ,.. -. t,'� 3.APPLY 1/2 THI SCRATCH COAT OF MORTAR ON WIRE MESH AND ALLOW TO SET o Q s-2 scAi h: vs° 1,_�" . �, fes- ,, - DRAWING TITLE - . — , METAL DRIP EDGE PRIOR TO INSTT� LING CULTURED STONE. w v -_-- " of m - I-- AT PERIMETER TO 4. MORTAR�/FVR SCRATCH COAT AND SETTING STONE SHALL BE►.�IXED, PREPARED; I _ MATCH COLOR AND AN_D INSTP.LLED IN ACCORDANCE WITH STONE MANUFACTURERS SPECIFICATIONS ALCO Y °E, o� ! �• ^rY• f EXISTING ROOF STYLE OF EXISTING 5. INSTAK CANT STRIPS, CAPS, GUTTERS, FLASHING,AND ETC.AS"iRE UIRED TO -� — y -- TYPICAL CTI N a �� STRUCTURE(FV} PREVENT WATER RUNNING OR SPLASHING ONTO FINISHED SURFACE. .. 1 0 w _ - : PEiFICATiONS- m o �, 6.INSTALLATION SHALL BE IV CONFORMANCE TO MANUFACTURERS S � ERIFY ALL REQUIREMENTS INCLUDING SUBSTRATE,MATERIALS,AND FINISH �r5 - 7. PROVIDE SAMPLE MATERIALS AND MOCK-UP FOR OWNER APPROVAL;PRIOR,TO ®RAINING N®•. ° °z COMMENCING INSTALLATIO OF VENEER IN LOCATIONS SPECIFIED,_ a 46 ELEVATION AT STONE VENEER ; - ( N „ ,,--,.._. .... ..... .... . _ r�o , S-2 SCALE: 1/8 9 TYPICAL EPDM REPROOF DETAIL 10 TYPICAL ADHERED STONE VENEER DETAIL a I® .._ 1' 0 -0 . �.. ,. .. - _ j . - - . S-2 SCALE: 1''=1'-0" S-2 SCALE: 1"= 1'-0" w r- 1 c� . 1 - /� wa V_ - _ x0 II _- _. - ?e -, .