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2013-514 TOWN OF QUEENSBURY *ow742 Bay 5 Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130514 Date Issued: Friday, February 05, 2016 This is to certify that work requested to be done as shown by Permit Number P20130514 has been completed. Location: 168 ROCKWELL Rd Tax Map Number: 523400-290-010-0001-002-000-0000 Owner: BARRY& JENNIFER ROBINSON Applicant: BARRY& JENNIFER ROBINSON This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property ( a,v/P 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. 064 TOWN OF QUEENSBURY A 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130514 Application Number: A20130514 Tax Map No: 523400-290-010-0001-002-000-0000 Permission is hereby granted to: BARRY&JENNIFER ROBINSON For property located at: 168 ROCKWELL 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 Value Owner Address: BARRY& JENNIFER ROBINSON Garage Detached $10,000.00 168 ROCKWELL Rd Total Value QUEENSBURY,NY 12804 $10,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2013-514 GARAGE detached 1st Flr: 576 sq ft; 2nd Flr: 288 sq ft $129.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,November 04,2014 (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 Tow of Qu sbu 11,40d1 : ember 04,2013 SIGNED BY �� for the Town of Queensbury. Director of Building&Code Enforcement Town of Queensbury Building & Codes —ofrce Use Only ACCESSORY STRUCTURE APPLICATION Received: Map:D: on' 3 U13Tax U /— v2 A permit must be obtained before beginning construction /�_/ /y Permit No.: 7 For any structure other than residential principal structure(house)to include, but Permit Fee: ' /,� t /0?7 not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: Refer to Informational Brochure No.3 Accessory Structures—Sheds/Fences Date / Zg/7 3 Applicant 7 i4dyy A 1V n Tax Map ID f o —I —2_ Address Ho /LFXI r% re-P, Zoning LISA-C_17 i fl- rte x'64/15 3UR rJ Phone C- 52g b!o f $r 0'/ 79z —(off/Z Owner 7)4 ../'7' 1145 .17.V134:"'‘ Contractor/Agent 4A-w‘C Address / C293 1z-oc/GL-‹..(.L 2A Address pur I1ci L z y 4 /zseloct Phone C— B ZCev -4/€164t, Phone l4 — -, 7`f (vii f Contact Person for Building&Code Compliance: ?S rellZ- Ave j ilSa'7 Day Phone: 57 13—Z(PO-yc/i010 Building Street Address: (III do Jim—L�' / 51gUrc--,1 0 V 12ec`-i Subdivision Name: s‘X Lot#: N Historic Site: Yes ji No Estimated cost of construction: $ /Oe 00O Are there any other accessory structures on property? If yes,please list: 6 t-/-6r17 Type of Construction: Check all that apply Please indicate measurements as required below 1st Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck Detached Garage(#of cars t) .7 Co r y.ye r Rolf ._ Dock Pole Barn Porch-Open **Porch-3 season, Covered,Enclosed Shed Other Accessory Structure(s) **Considered floor area&must comply with FAR(Floor area ratio) requirements if located in the Waterfront Residential zone. Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application 2. Plot plan drawn to scale with the use of a survey map, if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure,showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan; Foundation Plan;Cross Sections; Elevations 4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance,and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL) Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only, must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens, bathrooms,garages, and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection 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 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 and agree to the above Print Name: �t,'f' /Z0ii i-i4Scf'7 Signature: 2 Date: Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Z i.... • COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. ::';'•''. Main Office 176 Doe Run Road-Manheim,PA 17545 . . . • • •• ll.t...• * ' .. . . -• % MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL . . . . • ..,, . :,?:• . Permit No. 13 -3:"./.'1 Ccrt No 42274 Cut-in Card No. Owner............ • :',..•-•.:' . . . .• •".!; ., : Owner /344r40-/ A.,/ 6 it 1•JR ri- ..: . . ).; . • Location I 4 Ht 4.c 1CiJ4 ad 4-1. - Rao Cali rearLA ia u.a./ • , . ,. . • . .. Installation Consisting of CrRAA•G V.. Lx•-)1•11 I PI(.1.- : 50.1-4 ...Vet ki PraPcLa . .. . . • ... cc,, ,• :•,;.-... . Installed By... •5.4-,r11, C.,e Lic. No. . .. . . . • • ••• ' :,. . The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- .',.. ' This cenificate only covers the electrical equipment and installation conditions as of date. Upon the :II • . ; introduction of:itlditioPal equipment or alterations.application shall be promptly made for inspection, • , .... Inspectors of this Company shall have the privilege of making inspections at any time, and if its •. rules are violated, the Company shall have the rightto revoke this certificate, :::',:. • , .• C. L....) . . . Date. • 2 - - /<a INSPECTOR.,...... ---3/, frieze-evreri,--41—s . • Member N.F.P.A.,I.A.E.I. • • ' • .. t 0 39Vd oiawnw NO d 178SHIEL IT :Zi 9I0Z/b0/Z0 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/ De art: f'[3c_ mipm Date Inspection requeCV:57T t received: Inspector's Initials: NAME: PERMIT#:LOCATION: (Lt�.6 .vG ,,�,_ DATE: , t�TYPE OF STRUCTURE: Comments: Yes No N/A 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 I v l �+ Guard at stairwell at 34 inches or moref-C< C--� Guard at deck,porches 36 inches or more �. t 1 ,,w,, , � �� d�-- Handrail Termination at Newell Post or Wall l�� 'f�-'` [ �l 1 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 ! ;' � L Gas Valve shut-off exposed/regulator 18 inches above grade (p Interior privacy I trim I doors 1 main entrance 36 inches �% T Bathroom/Kitchen watertight Ark-Q--5 Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: O Outsideeevery bedroom area: Inter Connected: Battery backup: ion Attic access 30 inches x 22 inches x 30 inches(height)in accessible area L -ebat 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 ( Y n��-'�q,.,4 �� 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'''A"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 As Built Septic System I Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] 01 � L:1Building&Codes Forms\Building&Codeslinspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11 Residential Final Inspection Inspection request received Name Kb ►r1S01r1 Inspected on Location Y OCA, Q Arrive am/pm Permit No. — ij 1/1 Inspector's Initials a/., 77 Type of Structure 3 ,70,.fit..,j Yes No N/A Bathroom Fans, if no window 4" Building Number Address visible from road Plumbing fixtures Chimney Height/ "B" Vent/Direct Vent Foundation insulation to floor/ Sticker on Panel Location Fresh Air Intake Duct work sealed properly/Blower Door Test Certification 3" Plumbing Vent through roof minimum 18" ) Floor truss,draft stopping finished basement Roof Complete/ Exterior Finish Complete 1,000 sq. ft. Platform at all exterior doors Emergency egress below grade Handrail 4 or more risers Gas Furnace shut-off within 30 ft.or within line Guards at stairs, decks, patios more than 30 " of site above grade Oil Furnace shut-off at entrance to furnace area Guard at stairwell at 34"or more Furnace/Hot Water Heater operating Guard at deck, porches 36 " or more Low water shut-off boiler Handrail Termination at Newell Post or Wall Relief Valve(s)installed /Heat Trap/Water Interior/Exterior Railings 34 " to 38 " Temp 110 Deck Bracing/ Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum %2' Gypsum Grade away from foundation 6 " with 10 feet Basement stairs closed rise+ 4 inches 6" clearance to sill plate Garage Floor Pitched Gas Valve shut-off exposed /regulator 18"above Garage fireproofing /Y. hour fire door/door grade closer Interior privacy/trim /doors/ main entrance Gas Logs in Sealed or Glass Enclosure 36 " Bathroom/Kitchen watertight Final Electrical: Energy Saving Light Bulbs 50% Safety glazing/Window in stairwells safety Final Survey Plot Plan glazing Arc Fault Breaker Habitable Spaces /Tamper Interior Smoke Detectors/ Carbon Monoxide Proof Receptacles Detectors Flex Gas Pipe Bonding Every level: Every Bedroom: As Built Septic System / Sewer Dept. Inspection Outside every bedroom area: Sticker Inter Connected: Site Plan /Variance required Battery backup: Flood Plain Certification, if required Attic access 30" x 22" x 30" (height) in Okay to issue Temporary/ Permanent accessible area Certificate of Occupancy OR Crawl Spaces 18"x 24"access.1 sq. ft.-15O sq. Certificate of Compliance ft. vents Yes No N/AComments: m 6.,)(p`hP cc--6 (ivl1ot 1 L1T - LC-0 \ t �o OZOCC,IkAlit-i-igk,--- — Town of Queensbury Building & Code Enforcement Office No.(518) 761-8256 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Insp IL"`Q:', quest received: Queensbury Building & Code Enforcement Arrive: am pm 742 Bay Road, Queensbury, NY 12804 Inspector s als: NAME: � PERMIT#: r 3 LOCATION: IZ INSPECT ON: ' 0 TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs /Headers Truss Specification Provided Bracing /Bridging Joist hangers Jack Posts/ Main Beams Exterior sheeting nailed properly 12" O.C. Heady A. 8 in. airwells ' . or more ._ f�t 5-T r< kAt`- — Exterior Deck Bracing t Headroom 6 ft. 8 in. Notches / Holes/ Bearing Walls Metal Strapping for Notches Top Plate 11/2 (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 ans 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 1/ inch or 5/8 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 Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 0513 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p epart: f I / p un/ m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ` l NAME: � � PERMIT#: `1->(-5,, LOCATION: �� ,! � INSPECT ON: / L \ 1-2) TYPE OF STRUCTURE: �> Comment's Y N N/A Footings Piers Monolithic Slab i) 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 t Reinforcement in Place / Footing Dowels or Keyway in place Foundation Dampproofmg 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 • •• within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM O i W w '1 Q i_ (L. =; Wc 33 LLJ 9 — — En c'') W o33ai Z 0 000`ozl ...)Y ( - _ o Q coQ in Z N Q i. ... ca._,_�)� �,`� (rEni c_R. p. &AD • Ropos / n� ii PbF N / t c0 1 / �� ROCKWELL RD VEISAILLELQT P1-AN 70 I HAVE PERSONALLY MEASURED THE DISTANCE FROM THE PROPERTY LINES TO THE ' I / Ap PROPOSED S CTURE(S)OR SIGN(S) ,1RO SIGNATURE DATE 2o29i, • / NIa 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (414494A-/Stock Trusses -- , NY - 7-8 24' Attic 9/12 12' Room) Top chord 2x6 SPF #1/#2 :T2, 13 2x6 SP SS Dense: Live loads applied in combination per ASCE 7 sec. 2.4.1 use 0.75 Bot chord 2x8 SP SS Dense :B2 2x4 SPF(S) #2: factor for multiple live loads. Webs 2x4 SPF Stud Collar-tie braced with continuous lateral bracing at 24" OC. or rigid Lumber value set "13B" uses design values approved 1/30/2013 by ALSO ceiling. Repair Specifications: BC attic room floor loading: LL = 30.00 psf; DL = 10.00 psf; from 6-0-0 to 18-0-0. A 3'-0" section of bottom chord to be removed where indicated on drawing below. A load-bearing wall/column shall be located Truss designed for sleeping room only. No waterbeds permitted. beneath truss on each side of 3'-0" opening. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Repair truss using 23/32" APA Rated 48/24 Exp 1 sheathing nailed to each side of truss at peak, gussets sized as shown. Nail using 8d Box or Gun nails (0.113" x 2.5") from each side: 2x6 Top Chords 3 rows at 3" o/c, rows staggered „\ Gusset 2x4i Ceiling Member 2 rows at d" o/c, rows staggered. t►.d40°,15 ���� 2-2-1 Nail into all members contacted by gussets. Width Fasten a 2x8 Southern Pine #2 member to each face of ��a�nMaI"�` 11N- —r— bottom chord on each side of 3'-0" opening. 2x8 side members shall be full length of bottom chord sections. Nail using 10d Box or Gun nails (0.128" x 3") from each side in 3 rows at 4" o/c, rows staggered. P 7_D_0 Aiiii.N.. •04-0 - 12-0-00-9-5 p ES �� Section to r \ be removed 2x8 x 9'-0" SYP #2 2x8 x 12'-0" SYP #2 R=935 U=137 W=5.5" Each face of chord R=1204 U=103 W=3.5" R=918 U=26 W=3.5" Each face of chord R=1237 U=147 W=5.5" RL=241/-241 9-0-0 3_O_O 1 - 12-0-0 1=-' I_ 12-0-0 _I_ 12-0-0 -I � ' 24-0-0 Over 4 Supports -I Design Crit: IRC2006/TPI-2002(STD) .},,,t,,,. PLT TYP. 20 Gauge HS,WAVE FT/RT=O%(0%)/3(0) 13.02.02. Z4 TY:52 NY/-/1/-/-/-/F Scale =.3"/Ft. S.R.Sloan 800-366-7562 TRUSS REPAIR SE`�r L ti)'• ''•. TC LL 46.2 PSF REF R219-- 82480 P.O.Box 560,New Hartford NY 13413 h,CO' A 't O? DAMAGED TRUSSES*1ST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAWGE 7 •C''?rjN 1, TC DL 10.0 PSF DATE 01/20/14 NIB THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUOENT SOLUTION IS TO SCRAP i * i fj A.9 TE DAMAGED TRUSSES AND REBUILD. INTERNAL 1000 FIRER DAMAGE AND EXCESSIVE 4 J {{{`yyy�S��; ,�1'•:3 a BC DL 10.0 PSF DRW MOUSR219 14020002 CONNECTOR STRESS FROM BENDING OR SHOCK CAMNOT BE READILY DETECTED. THEREFORE. A.•E~�)'Z Y N. BC LL 0.0 PSF MO-ENG BAF/BAF IT IS VITAL THAT THE TRUSS FABRICATOR AND BUILDING CONTRACTOR CONSIDER THE •'- ALP I NE CAUSE OF THE DAMAGE IN THEIR DECISION"NETHER TO REPAIR OR REBUILD. C�6C. a.p ft, SD _ CR THIS _ y, TOT.LD. 66.2 PSF SEAN- 15404 REV s. Building Components Group,Inc. REPORTED�BY THETRUSS MANUFACTURER TOING NAVEEBEEN DDAMAGES. A QUALIy To TIME FIED THIRD PARTY OF THE S411171'4.4. ....., •`•fit^rY>i� � <� DUR.FAC. 1.15 FROM WC INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE. IF ANY, Earth City,MO 63045 AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATE ON THIS DRAPING. 01/20/2014 SPACING 24.0" J REF- 1 V 3 7 2 1 9_Z 0 5 VINYI ALUMINUM VINYL SOFF VINYL CORD DBL. 4 VIN 1 E' 1 : LADDER w BLOCKING / WALL SHEATHING $ a \JOIST HANGElp TYF.' W 27[8 HEADER �4" / F2MEADER / LOCATE STAIRS N ,I 2" OSB OOF ANY TWO TRUSSES. z 0 SHEATHING TOyprN OF Q! ! p'°°+y+ URY ,; '. � NOTE: CHECK WITH LOCAL BUILDI DEPARTMENT REGARDING USA E ICE AND •WATER SHIELD 'AT ,-THE EAVES. .. ,:. rte. °° BUIL.ilg G- c& COE)' `i i'�tl' p 1/2• OSB RieIAIE d ROOF SHEATHING DEl$'a m y: �� L ' 12 19 P ROOF TRUSS ROOT TRUSS. .., , RT? TRUSS TIEDOWN nI] RT7 TRUSS TIEDOWN METAL DRIP EDGE o TOWN OF OUEENSBURY BUILDING DEPARTMENT " I I' 2X5 SUBFASCIA Qasf kv ' !t0 d on our limited examination, compliance `Uf COfnmeOtS Sfidlr qOt be COnul(UOd as METAL DRIP EDGE r T-111 O P TION F CHANNEL a" ItIIHNum FASCIA lnd,c full :ting the plans and sppecifications are in Irnpifarce with the ©uiiding Codes of New "Ork State. " 1X8 FASCIA :.2X4 STUDS ®16" OC VINYL SOFFIT 7 CHANNEL 2X4 STUDS 8 18" OC 3/8" PLYWOOD SOFFIT 5/4X3 SOFFIT NAILER DBL. 4 VINYL SIDING 3/4" QUARTER ROUND ! 1X6 FASCIA 7/16 WAFERBOARD SHEATHING T-111 SIDING ,.Z., FLASHING SAVE DETAIL VINYL 0PTION' SAVE DETAIL T-111 OPTION 1X4 CORNER BOARDS NO SCALE NO SCALE ROOF TRUSS j T-111 SIDING it OPTIONAL DISAPPEARING STAIRS —= --- -- - — SII 1 LADDER w BLOCKING / WALL SHEATHING $ a \JOIST HANGElp TYF.' W 27[8 HEADER �4" / F2MEADER / LOCATE STAIRS N ANY TWO TRUSSES. z 0 .. ,; '. � NOTE: CHECK WITH LOCAL BUILDI DEPARTMENT REGARDING USA E ICE AND •WATER SHIELD 'AT ,-THE EAVES. .. ,:. rte. °° i • . f ,4 ' .., , z 0 o_ f ,4 ' �" ��� o �� u n 0 � T ♦ w � 1 D a n �� 9 1%4" 1'-8" 1 -9 1/2 9❑ ® ® `® 2/8 6/B � � 9X7 OHD r -s 1/z• � T-0.3/4" 2-21L8 HDR. I 9'-5" SECOND j3 � - M II 1 \ 15�-8❑1/2., TOP PLATE 9'-5' SECOND TDP PIATE !' � � PROJECTIO � "' i ,' - s 3 1/2" I � � s'-� 1 z' w m I ��. I m "I F, �\.pOC o z o LL��00{ �' i� . ti d� .ti, 2' 16" 1,—Ba � I � 15 1/4" 1 16" TYP. 8'-0" R -ERE HDR. T' -e 1/z• 11 1/4" 1S" TYP. > .� - .i e: 2 9 -7 1/2.. .I � � � �N �:REINF. W/; 2 �!4 � :�i7� � � ,i a('j .y pd e — ti I � 'w f" 10 6 a m � � nm 2'-10 3/8'. . i. � 16" TYP. " �: 15'-8 1/2.. m0 H � � 18" TYP. KEBABS CONTINUOUS YS' -0" >< L o..o'IN,� 15.1/4" �` �""' I L7 m 1'-9 1/2" '+,..�.'1. ��: ',, , ,' .r���'Y , 16" TYP. 15'-8 1/2" ,. e' -o" ',:� � : ..�i8"i i'„ 3, rjyt� 3 1/2.. f ��`': i a '.'€:Ybr �'� 14'-0" SECOND TOP PLATE �" ��� o �� u n 0 � T ♦ w � 1 D a n �� 9 1%4" 1'-8" 15 1/4" 1 -9 1/2 9❑ ® ® � 3'-0" 2/8 6/B � � 9X7 OHD Iii � T-0.3/4" 2-21L8 HDR. I I j3 1/2" 9' 15�-8❑1/2., i y I n 4 1 rr i ,y 9'-5' SECOND TDP PIATE !' ��.. � PROJECTIO � "' i ,' - s 14'-0' SECOND TOP PLATE I _ m I I m F, �\.pOC o z o LL��00{ �' i� . � � 2' 16" .TYP. 7'-8 1/2" � I � 15 1/4" 1 16" TYP. 8'-0" ...�. T' -e 1/z• 15 1/4" 1 _9 1/z r\i 14'-0" SECOND � 15•_e 1/z" H � TOP PLATE 14'-0" SECOND TOP PLATE W 10'-0" SECOND TOP PLATE e'-� 1/z" � 3 1/2" �� E -EBB HDR. 6 3/4" 16" TYP. 9'-7 1/2" [QQ.��V F � p\jF O m 1• 1 -9 1/2 9❑ ® ® 1 _9 1/z r\i 14'-0" SECOND � 15•_e 1/z" H � TOP PLATE 14'-0" SECOND TOP PLATE W 10'-0" SECOND TOP PLATE e'-� 1/z" � 3 1/2" �� E -EBB HDR. 6 3/4" 16" TYP. 9'-7 1/2" [QQ.��V F � p\jF O m 1• ALL WALL FI�AlVIING VIEWED �R®NI EX�'EIOP FRONT WALL `C u 11 3/4 1 -9 1/2 R.O. ,HEIGHT VSH2830 1'-8„ � 3'-0" 2/8 6/B � � 9X7 OHD Iii � T-0.3/4" 2-21L8 HDR. I I j3 1/2" 9' ALL WALL FI�AlVIING VIEWED �R®NI EX�'EIOP FRONT WALL `C u 11 3/4 m Oj � � 15 1/4" 1 -9 1/2 R.O. ,HEIGHT VSH2830 2'-8" � 3'-0" 2/8 6/B m � 8'-10 1/2" 9X7 OHD 16._O,. � T-0.3/4" 2-21L8 HDR. 3'-2 2/8" 0 I j3 1/2" 9' 15�-8❑1/2., i y I n 4 1 rr i ,y 9'-5' SECOND TDP PIATE !' ��.. � PROJECTIO � "' i ,' - s 14'-0' SECOND TOP PLATE ',� _ m I I m F, �\.pOC o z o LL��00{ �' � � � 2' 16" .TYP. 7'-8 1/2" � I � A U FO WWF �tkF m Oj � � 15 1/4" .LEFT WALL 1 -9 1/2 R.O. ,HEIGHT VSH2830 2'-8" � 3'-0" 2/8 6/B 2'-10 3/8" � 8'-10 1/2" 9X7 OHD 16._O,. � T-0.3/4" 2-21L8 HDR. 3'-2 2/8" 0 I j3 1/2" 9' 15�-8❑1/2., i y I n 4 1 rr i ,y 9'-5' SECOND TDP PIATE !' ��.. � PROJECTIO � "' i ,' - s 14'-0' SECOND TOP PLATE ',� _ _ .• 2/8 m F, �\.pOC o z o LL��00{ �' � Title: - 2' 8" 2'-8' � I � A U FO WWF �tkF 1 '-4 1/2 ...�. T' -e 1/z• �, > .� � .i e: 2 .I i I .Y ,y,'H'..�i. eMp �, },a 7 y YC:` �. �:REINF. W/; 2 �!4 � :�i7� � � ,i :4 h am9o�� — ti I I1 10 6 a _. 2'-10 3/8'. . i. � 16" TYP. " �: 15'-8 1/2.. � � 18" TYP. KEBABS CONTINUOUS YS' -0" >< L o..o'IN,� .,. ;� �""' I L7 m , ,; / '+,..�.'1. ��: ',, , ,' .r���'Y , 16" TYP. 15'-8 1/2" .LEFT WALL k X10'-0" SECOND TOP PLATE UNIT 1 -9 1/2 R.O. ,HEIGHT VSH2830 2'-8" � 3'-0" 2/8 6/B 2'-10 3/8" � 8'-10 1/2" 9X7 OHD 16._O,. � T-0.3/4" �/2" 3'-2 2/8" '] 5'-1 3/Ba,._ j3 1/2" 9' 15�-8❑1/2., i y I n 4 1 rr i ,y 9'-5' SECOND TDP PIATE !' ��.. � PROJECTIO � "' i ,' - s 14'-0' SECOND TOP PLATE ',� k X10'-0" SECOND TOP PLATE UNIT R.O. ' IPIDTH '� R.O. ,HEIGHT VSH2830 2'-8" � 3'-0" 2/8 6/B 2'-10 3/8" � 8'-10 1/2" 9X7 OHD 9'-1 i/2" � T-0.3/4" 3/0 5/0 3'-2 2/8" '] 5'-1 3/Ba,._ z o : / I - - i i y I n 4 1 rr i ,y - •, • � PROJECTIO � "' i ,' ;. rx ',� _ _ .• 2/8 m F, �\.pOC o z o LL��00{ �' � Title: - _._u a � rr � I OH DOOR JAMB FRAMING DETAIL ;: / 7A :, A U FO WWF �tkF .','"�� . �; .. M .. , .'. :. : . ...�. T' -e 1/z• �, > .� � .i e: 2 .I i I .Y ,y,'H'..�i. eMp �, },a 7 y YC:` �. �:REINF. W/; 2 �!4 � :�i7� � � ,i :4 h am9o�� — mi I I1 10 6 a _. 2'-10 3/8'. . i. � 16" TYP. " �: 15'-8 1/2.. � � 18" TYP. KEBABS CONTINUOUS YS' -0" >< L o..o'IN,� k X10'-0" SECOND TOP PLATE UNIT R.O. ' IPIDTH '� R.O. ,HEIGHT VSH2830 2'-8" � 3'-0" 2/8 6/B 2'-10 3/8" � 8'-10 1/2" 9X7 OHD 9'-1 i/2" � T-0.3/4" 3/0 5/0 3'-2 2/8" '] 5'-1 3/Ba,._ TYP 18" 15 1/4" 15 1/4" T-8 :1/2 ' I • T � , RIGHT WALL � i ice. � - 11 1/2' REYOYR HOTPOY PIdTR AND.96T DOOR ON CONCRETE BLAH. ® .f. ,. n. •'. �' ,y • k a ' ,, � - i _ m 2-2R8 HDR. �® N ';: OVER 16"Xe" DEEP � � CONC. FOQTING m z o : / I - - i y I n 4 1 rr i ,y - •, • � PROJECTIO � "' i ,' ;. rx ',� _ _ .• 2/8 m F, �\.pOC o z o LL��00{ �' � Title: - _._u a � rr � I OH DOOR JAMB FRAMING DETAIL ;: / 7A :, A U FO WWF �tkF .','"�� . �; .. M .. , .'. :. : . ...�. T' -e 1/z• �, > .� .am Z�� PLAN e: 2 .I i I .Y ,y,'H'..�i. eMp �, },a 7 y YC:` �. �:REINF. W/; 2 �!4 � :�i7� � � ,i :4 h am9o�� — l3 _. I1 10 6 a _. 2'-10 3/8'. . i. � 16" TYP. " �: 15'-8 1/2.. RIGHT WALL � i ice. � - 11 1/2' REYOYR HOTPOY PIdTR AND.96T DOOR ON CONCRETE BLAH. ELO®R PLAN ,._ 1X8 JAMB - �. F �. �• w. `. ,.., t' :. E � a = 1 a o , " • �'' ' n�. � x„ ."' �, x �' APProved s h ,_ r �. r ` _, _. ,: s: Scale: i' 4. 1 o Drawn B SRF DR1claAovLn r. o-, s c, � , . ,. ,,, .'.z; �. m i y• -FOUNDATION aPLAN � � s ���.n.. : , � : , � : ' � !, - �. �� T-111 SIDDdG " ® .f. ,. n. •'. �' ,y • k a ' ,, � - i _ m I ';: OVER 16"Xe" DEEP � � CONC. FOQTING m z o : / I - - i y I n 4 1 rr i ,y - •, • � PROJECTIO � "' i ,' ;. rx ',� _ _ .• 2/8 m � Title: - _._u a � rr � I OH DOOR JAMB FRAMING DETAIL ;: / 7A :, .','"�� . �; .. M .. , .'. :. : . ...�. T' -e 1/z• �, > .� � PLAN e: 2 .I i I .Y ,y,'H'..�i. eMp �, },a 7 y YC:` �. �:REINF. W/; 2 �!4 � :�i7� � � ,i :4 h _ "'�.ys.. _.. — l3 _. .. '' a _. ,, � : .. �; .. . i. � .:.: , r A q m KEBABS CONTINUOUS I� L o..o'IN,� .,. ;� �""' �i,v , ,; / '+,..�.'1. ��: ',, , ,' .r���'Y , V111�E� V • •. �`: ,. ',:� � : ..�i8"i i'„ 3, rjyt� xa f ��`': i a '.'€:Ybr i a . SLAH . ate'. , � r .•` � O � .: �. +.: `- } .. � fi :� I ' O .9 '4'F fi .1 �;, dT a., ; �, :- , ', . q / 6X6 1Y.W.M. � "$ :.. "•� � ,. , j1. .t hr .��. e 1 e' l7 5 i ,y' - vg � Y , � r `. � �, r ° z � - �� �� �� ,� � . _ ___—_ n lam` - _ 1 .. .. _ r ��! � 'I � , : , _ . . . ,b �' � (1 III I I I -III-1 — — - �` �` . ,. ' .a <i :1/2.X12 :,ANCHOR.HOLT �. - e. .. ,,t . ' ,';:: a .��ts:''.;:I—I=111=III= �. _ ROOF TRUSSES ABOVE m � � „. � � m :,.._.; ,�_kr.=nn..,�_�'�' � � � , •.�w '����x'"*��h.rt::,�1�1,�,1�1-1�1—�! is ELO®R PLAN ,._ 1X8 JAMB - �. F �. �• w. `. ,.., t' :. E � a = 1 a o , " • �'' ' n�. � x„ ."' �, x �' APProved s h ,_ r �. r ` _, _. ,: s: Scale: i' 4. 1 o Drawn B SRF DR1claAovLn r. o-, s c, � , . ,. ,,, .'.z; �. m i y• -FOUNDATION aPLAN � � s ���.n.. : , � : , � : ' � !, - �. �� T-111 SIDDdG " i hi 7 fin is .f. ,. n. •'. �' ,y • k a ' ';1 - i _ 1 18 08 � � i y I n 4 1 rr i ,y � . } ., r wz n .. < � p rx ',� _ (Z Title: Pa � Y 0 §A yy i `,_,-« n,, ., , ._ OH DOOR JAMB FRAMING DETAIL ;: / 7A :, .','"�� . ?, ., ... ,,�. ,- .., ...�. ..:: �, > .� FL00Ra FDN. PLAN e: 2 H08GI8 ,. t, �: ', k' i I .Y ,y,'H'..�i. eMp �, },a 7 y YC:` �. , �;:: S, ,i: :�i7� � � ,i :4 h _ "'�.ys.. _.. — l3 a _. ,, � : .. �; .. . i. � .:.: , r A q I� L o..o'IN,� .,. �""' �i,v i;;�, '+,..�.'1. ��: ',, , ,' .r���'Y , V111�E� V • •. �`: ,. ',:� � : ..�i8"i i'„ 3, rjyt� xa f ��`': i a '.'€:Ybr .- . ate'. , � r .•` � '�X�r ,� : ,: .: !' } .. � fi ytk a"' , .. • rYn. '�`µ .9 '4'F fi �. -. .T"1 I'F '4. t� 1 I ' lr �w F`, � "$ :.. "•� � ,. , j1. .t hr .��. e 1 e' l7 5 - vg Y , r '' �, r �: , _ .... .. lam` - _ 1 .. .. _ r ��!