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2012-320 ��` TOWN OF QUEENSBURY iota742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120320 Date Issued: Thursday, March 26, 2015 This is to certify that work requested to be done as shown by Permit Number P20120320 has been completed. Location: 101 FITZGERALD RD. EXT Tax Map Number: 523400-289-014-0001-028-000-0000 Owner: DONALD T MARSHALL Applicant: DONALD T MARSHALL This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property ( AvA0 4 ,Otowner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 41011111 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120320 Application Number: A20120320 Tax Map No: 523400-289-014-0001-028-000-0000 Permission is hereby granted to: DONALD T MARSHALL For property located at: 101 FITZGERALD RD. EXT 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 Value Owner Address: DONALD T MARSHALL Deck $32,000.00 IRENE MARSHALL Total Value 2 OAK St $32,000.00 HUDSON FALLS NY 12839-0000 Contractor or Builder's Name/Address Electrical Inspection Agency ERIC&ERIC INC. 518-494-3611 PO BOX 180 BRANT LAKE NY 12815-0000 Plans&Specifications 2012-320 Access Decking, stairs and landings (265 sq ft) $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 10,2013 (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 Que sburyTue �� :y, my 10,2012 SIGNED BY ay 7/ Airrr for the Town of Queensbury. Director of Building&Code Enforcement AVt- i a r, i a 4,,, 9R.3- I 0 -�� 3/0)-7/d-e/)- yeltvfi 5119/, -o- / 0 �,� dam', f -1Y'__,s..»010 OFFICE USE ONLY A-V 1"0)00. ,W /TAX MAP NO. o( � t I - I o< g PERMIT NO. / - 3 bate 0 FEES: PERMITSD RECREATION ENGINEERING (If applicable) Stamp PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. / APPLICANT/BUILDER: Era/C- 4 i/^L/e- 14/C OWNER: 1 ( -/fE ,/'iMIZ ADDRESS: PO Ili 147 For-ix- ADDRESS: pc Di�k 5 7tf4%pl�/�j��`/�7s PHONE NOS._'Z�[ 36`/ / /Zg/S PHONE NOS. .6 '1 ` 758‘ S' ZS3�' CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: I2./- PHONE: 19y-367/ LOCATION OF PROPERTY: J r 1 Fi rz6 ',2.Q—Ll� Iz,. ex/ / / d,�^, A_ HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? L7 YES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: ! ' a /Q I/ q/ o /0 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z oc Q CS o F- APPLY TO YOUR z 0 co cn w PROJECT O < 0 O rr _1 O ~ _ w LL w Q a , U wa � C� ° C� I- F.: OF- iywz z < < ,-- u) NU) Oma. I— LI- 0- 2o.6 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) ee_eys ye-ea/.•G OTHER i V PZ63- 15- --0 I ro 2s CAIS/g65- Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL— NAJ1E OF BUSINESS: ESTIMATED CONSTRUCTION COST: 3 , FUEL TYPE: HEAT TYPE: *HOW MANY FIREPLACE(S): AND/ OR WOODSTOVES(S): ZONING CATEGORY: 1-6.2A. ARE THERE WETLANDS ON THIS SITE? /}.(O IS THIS A HISTORIC SITE? / ,2 PROPOSED USE OF BUILDING OR ADDITION: /?ti/pimT» ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? HO ARE THERE EASEMENTS ON PROPERTY? A/C) *Please complete separate Application for"Fuel Burning Appliances&Chimneys"available in our office 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 and 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 a s agree to e abov• - Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codesAqueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm. Depart: 1 - I am/pm Date Inspection request received: Inspector's Initials: NAME: rs‘11 iI PERMIT#: i 0, LOCATION: /D/ f 'moi9 r r d I Q 217--- DATE: TYPE OF STRUCTURE: RGC,c SS n.G.l' R t n r3 Comments: Yes No N/A 4" Building Number Address visible from road )--JO -13 Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent thrugh_root mini gum 18 inches Roof Complete/,Exterior Finish Comp!!!!) Platform at all exterior doors Handrail 4 or more risers Guards at stairs, decks, patios more than 30 inches above grade Guard at stairwell at 34 Inches or more Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above g_rade Interior privacy/trim/doors/main entrance 36 inches Bathroom I Kitchen watertight Safety glazing/Window in stairwells safetulazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss, draft stopping finished basement 1,000 sq.ft. Emergency egress below grade 2� � �— Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area � Furnace/Hot Water Heater operating � Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%i"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding C As Built Septic System/Sewer Dept. Inspection Sticker Site Plan I Variance required Flood Plain Certification, if required Okay to issue C/C or C/O[Temporary/Permanent) L:1Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revi -. January 7, 2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Fd * Queensbury Building & Code Enforcement - Residential Final Inspectio ti Office Office No. (518) 761-8256 Arrive: am/pm Depart: 1U, 1. am/pm Date Inspection request received: Inspector's Initials: NAME: ( r\-\ a (I PERMIT#: / LOCATION: r t� I (= z E_—c2 l DATE: / 0 --/9—H TYPE OF STRUCTURE: Comments: Yes No NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks, patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Y Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors I main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. /' Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/,hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding �s�nilt-Septic System-I-Sewer Dept. Inspection Sticker Site Pla /Variance equire.' lain Certifica .• • required Okay to issue C/C or C/0[Temporary/Permanent] (.."11/ L:1Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Framing 1 Firestopping Inspection Report ; Office No. (518) 761-8256 Date Inspection request received: `V/Z c_ 1 - -5 Queensbury Building &Code Enforcement Arrive: _am/pm Depart: m/pm -GS 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ni -SIS at I PERMIT#: I -- ))20 LOCATION: t' L - , :a r n '(� > -C _ INSPECT ON: TYPE OF STRUCTURE: ci / i c/1 _ 1( l N NIA COMMENTS: Framing , �' '�' Ct S 1 Attic Access 22" x 30" minimum Jack Studs/Headers Bracing / Bridging / Joist hangers.--- -- �. Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes / Bearing Walls Metal Strapping for Notches Top Plate 1 % (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2 inch or 518 inch Type X Garage side 5/8 inch Type X Ceiling/wall _ Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf grade L:1Building&Codes Fomis-OLD\Building&Codes\inspection Fo rnsFraming Firestopping Inspection Report.doc Revised January 7,2008 Foundation Inspection Report " --710 0 Office No. (518)761-8256 Date Inspection request received: 3), -3// / Z- Queensbury Building&Code Enforcement Arrive: am/pm Depart: te/IA/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 4) NAME: pf) »\2 l L L PERMIT#: 12 - LOCATION: C 1 1 Z Gyry A I J) 1 0. /)(j INSPECT ON: I L( 2.._ TYPE OF STRUCTU4)04€1.RE: D 141-'51 Comments Y N N/A Footings 'J�piers xxMonolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place ��..' '4 ( 1\ff-0 s 1' J Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forrns\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM I TOWN OF QUEENSBURY BUILDING & CODES DEPT. Reviewed B Date: Z I TQ4�,'N OF QUEENSSURY BUILDING DEPARTMENT Waheour comments hallnotabe conshuea indicating the plans and specifications an full compliance with the Building Codes of New York State, MARSHALL DECK ADDITION k,r f' ENGINEER INFORMATION Richard E. Nolan, PE LIC# 083929 Structural Engineer & Inspector Thorough Home Inspections & Engineering Service (518) 376 - 0352 1 Py '**PLEASE NOTE"' RENDERINGS ARE FOR SPACE PLANNING ONLY. COLOR, WALL TREATMENT, FIXTURE LAYOUT, LANDSCAPING, ETC. MAY NOT BE ACCURATE BUILDING DESIGN LOADS SNOW LOAD (PSF): 60 WIND LOAD (PSF): 90 FROST DEPTH: 48 z � O w = � li W O tL J R �p�Oz rNO O4-N}`c7�U� Opzgpt7z~ ~a=Oz W(W)y tm— N�pQ <z W azm��i<m O to 2Ttj-Q0 NQOWijll�W 0a'Ft-Qmp W XWz = y W Qt'O W' d�m Z zOw00a20 �t-M>-U0WU 0 o I N W W I Q o O O Q wZ0 � 0 M > z z z qtr Z CO 0 0 0 o w 3:❑ rn 0 n O p IU W W i W W I F-00 J J Q W W rn Q _ Q wZ0 � 0 M > z z z qtr Z CO 0 0 0 w 3:❑ rn 0 n IU 0 I F-00 J J W W _ o z ¢>-::) _ Q wZ0 � 0 N W W'u qtr 0 Z �LU IU 0 SHEET NUMBER Al ■ I <A6 REMOVE EXISTING WINDOW AND INSTALL SLIDING GLASS DOOR – Ab i 4X4 P.T. SYP POSTS ATTACHED THROUGH RIM JOIST - SEE DETAIL-- APPROVED ETAIL—APPROVED SAFETY RAILING REQUIRED DECK 5065 SLD 0_0" DECK TO BE HELD 1 1!2" FROM EX STRUCTURE AND SELF-SUPPORTINGTING DO NOT ATTAGH TO EXISTING EXI5TING CAMP i & — EM EXISTING RETAINING WALL 5-01, 1� 4'-41/2" STAIR LANDING 3'-6va" A7 DN 51 All APFROVED SAFETY RAILING- REQUIRED DECK O ; ' –2XWALLW/AGC#45A'i� DOORS FOR – RAGE - AREA UNDER BU, -D 112' BENCH/PLANTER JP V 5'-b 1/21, —BENCH — E45TIN6 CONCRETE LANDING EXISTING ELECTRIC POLE -7 lJ Al rJ1 rWr��Lo V H00 Lo , Lu 00 WWO>- �ryZ Lli W �zco c LE% Z W � m WA N V V D J 0 x H �mw O 00 w w w 1 f N <>- 0 )-L) U U ~mW �U� K ' a��OxOv�J Z '- LU U w �_ c3 W rJ1 rWr��Lo V H00 Lo , Lu 00 WWO>- �ryZ Lli W �zco c LE% Z W � m WA N V V SHEET NUMBER A2 J D J 0 x H �mw O 00 w w w nNF- J N <>- U)w )-L) O�zgO�Z' ~mW �U� – ' a��OxOv�J Z '- LU ILL J�o`«gZw m z O �_ c3 in N<aLuocw K K" W Q m 0 w OUZFlmC,)ww xrD()ww o =x�Yul{Ove zOwO0aw0 UnwU O O N O N O N O N N(pp O O O Q Q Q Q Q 0 If Q w mO O O tlJ 30 '> � (n Q Q Y > > w w w 0 f7 U SHEET NUMBER A2 J Z J O 00 a nNF- J N <>- )-L) J ~mW �U� oZ W Z '- LU CL �_ c3 SHEET NUMBER A2 J DROPPED CARRY BEAM bxb #2 SYP P.T. POST FASTENED TO 12" CONCRETE PIER w/AB66 (TYPICAL OF 2). PIER SHALL EXTEND BELOW FR05T LINE -= 0 r T-3 1/4" EXISTING bxb POSTS A INFILL EXISTING GMU WALL w/ CONCRETE. IN5TALL 1 -- qb A.B. FOR SILL PLATE (SEE FRAMING PLAN5) ---- _� bxb #2 5YP P.T. POSTS q - p ATOP GIRDERS w/ GGbb - f TYPICAL OF (2) -EXISTING CONCRETE SLAB— W EXISTING GMU ALL �~ 1" EXPANSION JOINT— - 6-- A6 y d I - EXISTING STRUCTURE B w _ t r EXISTING CONCRETE PAD --- -- -- 5'-3 3l4" 6Xb #2 5YP P.T. F05T FASTENED TO 5xbx10" GONGRETE PAD w/ ABbb. PAD SHALL HAVE (1) #4 REBAR SET THROUGH CENTER TO 48" BELOW GRADE O O N J O o N rn N o 4 1 /4 4'-5" N ry in �-Z W0 �[IfZ N N LLJ JJ ~Q Q � � L d I - EXISTING STRUCTURE B w _ t r EXISTING CONCRETE PAD --- -- -- 5'-3 3l4" 6Xb #2 5YP P.T. F05T FASTENED TO 5xbx10" GONGRETE PAD w/ ABbb. PAD SHALL HAVE (1) #4 REBAR SET THROUGH CENTER TO 48" BELOW GRADE O w SQ Owa z omw z ?aC) C) ¢amu z uip�� W 4> O~ z 0 Jho¢g `Lzw mUOCDgm a z z O w<rnwwq�qu,r- NQO W c) cf)o 0 z F ¢ m m =WowwzU)o z O w 0 0 20 �i-/D>Uow0 O O N J O o i iii rn N TTl ll V ►.1 ao �- LJJ oo m v N N N in �-Z W0 �[IfZ N N LLJ JJ ~Q Q � � L ~N W s ~ L0 Z rn w m ro CAD 0 Q w z O O w SQ Owa z omw z ?aC) C) ¢amu z uip�� W 4> O~ z 0 Jho¢g `Lzw mUOCDgm a z z O w<rnwwq�qu,r- NQO W c) cf)o 0 z F ¢ m m =WowwzU)o z O w 0 0 20 �i-/D>Uow0 O O N J O =QRZ oma} N N N a �-Z J N N N � � L W �Z� w Z w N 0 J O O O w w w 1J LL Q Q Q Q Q o� n ? 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W U x W IY SHE.T NUMBER A4 J J Itt W co Q n� N H Z� O Z Xz� a Nryo ��W w W '�U� Z J -J Z �W� LLJ D C� SHE.T NUMBER A4 91 HOD THREADED ROD AND SIMP50N DTT2Z DECK TEN51ON TIE AT ALL RAILING / POST LOCATIONS (BLOCKING A5 NEEDED) - SEE DETAIL A A6 -. 11 2x8 SYP PT J015T HEADER -� (2) 2X12 5YP PT GIRDER --- 2x5 PT 5YP P.T. DECK JOISTS HUNG w! LU525 J015T HANGER5 Q 16" O.G. -- 2x5 PT 5YP NAILER ANCHORED w! FMLL555-12 LEDGERLOK (OR EQUAL) A STAGGERED AT 10" O.G. - TYPICAL A6 HGD THREADED ROD AND SIMPSON DTT2Z DECK TEN51ON TIE (2 MIN. PER DECK) - SEE DETAIL x PT JOIST HEADER DECK TO BE D 1 1/2" FROM EXISTING 5TRUGTUREAND SELF-SUPPORTING "'DO NOT ATTACH TO EXISTING - (2) 2x5 5YP PT JOIST HEADER 2x8 PT 5YP P.T. DECK J015T5 HUNG w/_0525 J015T HANGERS Q 16" O.G. V0 MW J00 rn N TTl� V HOJco CbV W N N n WOE MWZ LL �Ldw Q NSU Z �z'" F- M d O It CD IT v � Z IrT,� 1� LU z i�: O z ��w n a ¢ Z ~ Z ¢ ? ¢ U 0 O o O Z J 1 W Z�z Eaw� _O OUZO > O 0= O V)< U)> F Z H� � Q gg¢ Z W ��p�U pC74 w o��nwW�2¢¢F N¢ o W p W coo ti l Q m o w O o z g 2 O w w Mw F- zowooa� o �1-tn>UD U 7-7 W o� J00 T N } _ r z i Q } Z n NSU Z O LU �� O W oZ�d v � U LU H � � U — m } 2 Z Z ZMOOO U S w w w CD J00 T N } _ r z i Q } Z LL2Z0 NSU Z O LU �� O W oZ�d J' z �L d LU H � � U — SHEET NUMBER A5 5TAIR/BALU5TER DETAIL HANDRAIL TO HAVE PERIMETER OF AT LEAST 4", NOT GREATr-R THAN 6.25", w/ MAX CRO55 SECTION OF 2.25". SPACE BETWEEN HANDRAIL & WALL NO LE55 THAN 1.5" A NO51NG NOT LESS THAN 3/4" BUT NOT MORE THAN 1 1/4" SHALL BE PROVIDED ON 5TAIRNAYS w/ SOLID RI5FR5 CLOSED RISERS MAX R15ER HEIGHT: 8 1/4" MIN. TREAD NIDTH: 9" PROVIDE 1" N051NG, BEVEL OF NOSING NOT TO EXCEED 1/2" DECK TO BE HELD 1 1/2" FROM EXI5TING 5TRUGTURE AND 5ELF- 5UPPORTING ***DO NOT ATTAGH TO EXISTING 5TRUGTURE*** EX15TING CONSTRUCTION i ,�#2 5YP F.T. P05T - ICAL - P -T. 2X6 TOP RAIL P.T. 2X4 RAILNk 2SQ 911111 @ P.T. 5/1 DECKING of O.G. - TYPIGA6. BLOGKING A5 �^ REQUIREDDECK JOISTS n PER PLAN -- BUILT-UP BEAM ATOP EXISTING GMU NALL - FIELD VERIFY HEIGHT REQUIREMENT APPROVED SAFETY 10 RAILING REQUIRED I MAX. RISE: 8 1/4" LI MIN. RUN: T BLOCKING �J L i - EXISTING GMU CONSTRUCTION NOT SHOWN FOR CLARITY B ,PARTIAL BUILDING SECTION _ EXI5TIN(5 ROOF CONSTRUCTION EXI5TING NALL CONSTRUCTION P.T. 2X6 TOP RAIL P.T. 2X4 RAIL 2x2 SPINDLE @ 5" O.G. - TYPICAL 4X4 #2 5YP P.T. P05T - TYPICAL SIMP50N DTT2Z DECK TEN51ON TIE w/ 1/2" DIAMETER THREADED ROD -, P.T. 514x6 DECKING — 1)ECKJOISTS PER PLAN (2)1/2" GALV. STEEL BOLTS BEAM PER PLAN P05T PER PLAN J015T HEADER PER PLAN A ARTIAL BUILDING SECTION_ o Z O O p Ztz V iC W p a XryZ op=��-mp z Ch�Y z~g N u �Lo mz � M^ co m 1�1 A o P'1 � Z O O p Ztz Z H w (n op=��-mp z yz p w O z x< w z w OF -0 o (D ��w Z O o o O " U) o z o �wpam.¢Zw W O m 0�Z�0¢ Im »0 pm az 0 ' Nao W p"1 V70 __ 0 K ~ Q m p]X m[mn U)ww �=pwW F=YWSOw z O w O oi= g Z0 mi-mY uo wp O 0 N 0 N 0 N 0 N 0 0 i8 0 0 0 o a 0 0 n ¢ Q W U N } � m j z z z z m 0 0 0 J 0 0 o U 2 (if 2 Z O Jm yz z w (D ��w Z W " U) o z W W Im 0 L-_1 -- __ --- EXISTING C( 1 NOT 5HONN FOR CLARITY Total Rise 17'5" 25 Runs of 9-1/2" 26 Rises of 8-1/32" 16 NOT LE55 THAN 3/4" T MORE THAN 1 1/4" 3E PROVIDED ON IAY5 w/ SOLID RISERS BLOCKING AS REQUIRED -- DECK JOISTS PER PLAN 2x6 P.T. PLATE w/ 1/2" GALV. ANCHOR BOLTS @ 45" O.G. - FILL CMU GORE AT A.B. LOCATIONS ---- 1/2" = 1'-0" MAX. R15E: 8 1/4" MIN. RUN: T 51MP50N DTT2Z DEGK TENSION TIE w/ 1/2" DIAMETER THREADED ROD BUILT-UP 2x6 P.T. RIM EXISTING CMU HALL EXISTING STRUCTURE BEYOND EXISTING CONCRETE PAD POSTS PER PLAN - TYPICAL G MAIN STAIR SECTION Al 1/2" = 2X6 #2 5YP P.T. BRACING @ P05TS - \ TYPICAL --� k 2-7 - v o W m V �yAry',N �l rl 'N H � r LU 0 m ��/ WO} �0�z LL �zUJ LU <Q �l H ct)~� �L� N In A W z O W T o z ~OWMW y nLLUwma p 0= J r Z J O -00 O0FOzo M ¢�Zw Q> S Z p 7 �.'fnpQ Q 2 W O m, UC7Qm ¢z�in �z�O N¢ o W wp W m 0 Qmo� Mc) x m O m O z n� p Lu Q~ U a Qz Z O W O O�; z O J00 N H = orF: C) z U) } C NIYZ (D HQW CO Z ' w IU) Z W w��, II' j,I LU c� m ,I SHEET NUMBER A7 GLEN LAKE EXISTING DOCK 73'+/- ALONG SHORELINE (75' REQUIRED) 7" DIA. BIRCH - 6„ DIA. HEMLOCK -DO -NOT-REMOVE-- DO NOT REMOVE , SfiUMP o 6" DIA. HEMLOCK- DO NOT REMOVE qTUMP \ PROPOSED POST LOCATIONS-TYP. PROPOSED DECK 201 M FTM PT. -- STAIR EEG CAMP 7n W. T LANDING 10" HEMLOCK - DN — J'. DO NOT REMOVE \ A O WAo .Om \ F Q U PROPOSED \ DECK DE. K AP�30x. \ -- - ' SEP71C LOTION -- EXISTING RETAINING WALL DN STAIR LANDING O� I P (l -- EXISTING ROCK -- -- pip -J FORMATION �- ��" ifs �. � _ --� ��D• �� 0 N� o z "aww DOks-ZOZgOw 0 i00[.7Z0= F-00 OF,zU o Q � � z w O J wQ>f�z0> wwa<¢ ¢zw w OwwWon oo prQ ��' � O Ow NZNQ S P Yw [n QF-UKn.Q� z z O w 0 U O L O �FUJYUU W U 70� 0 o0 N N - N N O O O ©In1��J�1MR 0 o N r, V Lr) h'I00 m 00 Lu 04 W X n WO} XXZ LL p� V LLj �r�QY I H I— r 2 ~ U) ~ c N u M CD m � ro Q Lu z O W T N� o z "aww DOks-ZOZgOw 0 i00[.7Z0= F-00 OF,zU o Q � � z w O J wQ>f�z0> wwa<¢ ¢zw w OwwWon oo prQ ��' � O Ow NZNQ S P Yw [n QF-UKn.Q� z z O w 0 U O L O �FUJYUU W U 70� 0 o0 N N - N N O O O ©In1��J�1MR 0 n <co 2 r m o 0 0 Z Q Q Y > >> U 2 S w w W SHEET NUMBER A8