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1991-656 BUILDING PERMIT TOWN OF QUEENSBURY No. 91-656 o WARREN COUNTY, NEW YORK 1-1 co PERMISSION is hereby granted to James & Margaret Amann OWNER of property located at Pulver Road Street, Road or Ave. in the Town of Queensbury,To Construct or place a 2-Car Detached Garage at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is 46 Edsel Avenue Nanuet, NY 10954 a a 2. CONTRACTOR or BUILDER'S Name N Same ma 3. CONTRACTOR or BUILDER'S Address cis r 4. ARCHITECT'S Name C 5. ARCHITECT'S Address 6. TYPE of Construction— (Please indicate by X) rD (X)Wood Frame ( ) Masonry ( ) Steel ( ) 7. PLANS and Specifications No. 728 sq ft Garage as per plot plan specifications and application 8. Proposed Use 2-Car Detached Garage $ 35.00 PERMIT FEE PAID -THIS PERMIT EXPIRES September 18, 19 92 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbury this 18th Da of September 19 91 � f SIGNED BY 2U for the Town of Queensbury Building and Zo ing Inspector TOWN OF QUEENSBURY REVIEWED BY: RECEIVED APeYTft FEE PAID: 22 � sEp 1 3 19 91 PERMIT NO. : gI—/t054 � . t CODE DEPT. BUILDING PERMIT APPLICATION A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. NO INSPECTIONS WILL BE MADE UNTIL APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. All applicants spaces on this application MUST be completed and the signature of the applicant MUST appear on the reverse side of this application. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Owner of Property: ,:;i9r-/E s ¢ M4i2 g/3 2 c--. , 'iLie P.O. Address: PHONE f/y da3-�ylo3 Property Location: y Tax Map No. ,/V? / / / 6' Has there been any split of this property since October 1, 1988? Yes No If yes, Planning Board Review is necessary. Subdivision Name, if applicable: Lot No. THE PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES IS: NATURE OF PROPOSED WORK: * ESTIMATED MARKET VALUE OF THE Construction of new building * CONSTRUCTION: $ Addition to building Alteration to building * COMPLETE INFORMATION REQUIRED BELOW: (no change to extefiar dimensions)_._ * Size -of Property:02 3c ft. x 'UJ ft. Other work (describe) * Existing Building Size: • * 417 ft. x 30 ft. * Proposed building - distance from GROSS AREA OF PROPOSED STRUCTURE: * property line: * 1st Floor 2atJP Sq. Ft. * Front Y rd i . Rear yard 077° ft. * Side Yar a y' ft and 60 ft. 2nd Floor Sq. Ft. * If on co , se _a.ck from side street- * ft. Other Floors Sq. Ft. (not cellar or basement) * OCCUPANCY INFORMATION: TOTAL FLOOR AREA: 7?d' Sq. Ft. * Primary Building - One Family Dwelling Size of New Structure: 07 4' ft. x .2 e ft. * Two Family Dwelling Foundation: . * Multiple Dwelling/No. of Units _ Pier lab Crawl/Partial/Full (Circle One) * Business * Industrial No. of stories (Habitable space) / Other GAK)./?'GG-' Height (grade to ridge) /8` ft. * If residential , no. of families: -- * If addition, what will use be? No. of rooms (excluding baths): No. of bedrooms: P/v,/G- No. of bathrooms: n/v/v.A * Accessory Building: Primary heating system: n/v^/F' * ' Detached Garage - One` wo Car Type of fuel : n/e Attached Garage - One/Two Car No. of fireplaces to be installed: /vwa * Private Storage Building Will woodstove be installed?: /11-0 * Other Central Air Conditioning: Yes No - * (OVER) BUILDING PERMIT APPLICATION CONTINUED: BUILDING SPECIFICATIONS: Type of construction: wood frame, fire safe, etc. 7 )ao L. t1'4G Will any second-hand or ungraded lumber be used? If so, for what? ^t/" Foundation Wall Material : ,d ©cam Thickness: .` Depth of Foundation below grade (to bottom of footing) : 3 Will there be a cellar? /V'' Heated or Unheated? n%0 Floor Sq. Footage: - ' 7 Will there be a basement? ^/° Will any portion be used as living space? .A%" If so, what portion? — Sq. Ft. Type of Use? Type of Roof: Slope l at/Shed/Other Material of Roof _s'/'i"� 1 Size, wood studs 02. " x Y "; spacing /G " o.c. ; length ft. Joists (floor beams) : 1st Floor - -- " x " ; spacing — " o.c. ; span i ft. Joists (floor beams) : 2nd Floor A. " x rE12 "; spacing /6 " o.c. ; span /3 ft. Overlays (ceiling beams) : c " x Q " ; spacing _ / , " o.c. ; span /Z. ft. Roof rafters: " x C " ; spacing /6 o.c. ; span /Z ft. Roof trusses (pre-engineered) : spacing - " o.c. ; span — ft. Exterior Wall Finish: S7/3,'J of what material ? moo Interior Wall Finish: If a garage is to be attached, describe materials to be used for FIRE SEPARATION: --r Is there to be an opening between garage and dwelling? — If so, will a Fire-Rated door, enclosure, self-closing device be provided? Will a flue-lined chimney be installed? ..— Height above roof ft. Depth of chimney foundation below grade: / ft. Depth of fireplace hearth: r- ft. ✓ in. Water supply - Municipal or private well : ----- SEPTIC SYSTEM: Distance from any private well (including adjoining properties: /4-0 ft. (A separate application is necessary for any repair or new installation of septic system. ) NAME OF BUILDER & ADDRESS: :f9AIEX. 41g1i901/A/ PHONE 9/ 6 ?-ivjr-3 NAME OF PLUMBER & ADDRESS:' PHONE NAME OF MASON & ADDRESS: J/-1 nES /9"-insv PHONE 9/y- G&3-cf'd'r>,3 NAME OF ELECTRICIAN & ADDRESS: PHONE DECLARATION To the best of my knowledge and belief the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the BUILDING CODE, THE ZONING ORDINANCE, and all other laws pertaining to the proposed work shall be complied with, whether specified or not, and that such work is authorized by the owner. Signature 2Q , • Owp¢r, owner's agent, architect contractor SPECIAL CONDITIONS OF THE PERMIT: By: Code Enforcement Officer TOWN OF QUEENSBURY 531 BAY ROAD QUEENSBURY, NEW YORK.12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT FINAL INSPECTION REQUEST FOR INSPECTION RECEIVED ,3 NAME (_� l)\15,RC-AR�1 LOCATION DATE -'r PERMIT/ c I -toC� TYPE OF STRUCTURE Z- CA(\ Q aT RECHECK , 9 I LI-L7 3 b3 FIRE MARSHAL APPROVAL (COMMERCIAL STRUCTURE) FOOTING FOUNDATION BACKFILL FRAMING ROUGH PLUMBING FINAL ELECTRICAL SEPTIC INSULATION WOODSTOVE/FIREPLACE REMARKS APPROVAL N/A 'YES NO CHIMNEY HEIGHT/LOCATION B VENT/LOCATION 'PLUMBING VENT ROOFING SIDING DECK/PORCH/STEPS/RAILINGS RELIEF VALVES FURNACE/HOT WATER OPERATING BASEMENT INSULATION/DUCTWORK INTERIOR TRIM/PRIVACY \DOORS FINISH FLOORS: \ BATH/KITCHEN WATERTIGHT OTHER FLOORS SWEEPABLA OTHER FLOORS CARPETEp ) STAIR CLEARANCE/RAILINGS \ HANDICAPPED ACCESS rf SMOKE DETECTORS / BATHROOM FANS/WHOLE,HOUSE FANS, ALL PLUMBING FIXTURES OPERATING GARAGE FIRE PROOF/I'NG \, DOOR CLOSERS OTHER FIRE SEPARATION FIRE/DEMISE WALLS DUMPSTER SITE PLAN/VARIANCE REQUIREMENTS FINAL ELECTRICAL OK TO ISSUE C/O OR C/C COMMENTS: ARRIVE ::. DEPART INSPE .,,,A..•-y''' ).:1:1.,1:.:41t ' : B p qi.--6s-o.,,,:,161778,,_ ...,7e / „c„,.., „Lfz„... „I , � tl4 ' • - TOWN OF QUEENSBUR�' '' ,� i`{ '' '`"i* �, 'BAY ROAD, QUEENSBURY, N.Y. 12804-9725 c) �L c �( �.4'',,'y� «,[ t .1.:.Y BUILDING AND CODES DEPARTMENT (518�.; 74nG�7Ozio h04_-,J^ a, ) . v9_. 44..4., ,t-,-: 4. od,.._ 64,,,,„ 1.,.....„ ,,, -,cr NOTICE: ACCORDING TO OUR RECORDS THERE IS AN UNRESOLVED BUILDING-4E-RMIT • AS DESCRIBED BELOW. WE WOULD. APPRECIATE YOUR ASSISTANCE IN - BRINGING IT TO A ..SUCCESSFUL CONCLUSION. • • PERMIT ISSUED T0 FORD-�Y�`—Aa LOCATION ff. .�arnes p •l l -._ � �_ BUILDING PERMIT # Cit J --(^•0 DATE ISSUED"] i '- 1 ) DATE• EXPIRES ! -I > " _ -REQUIRED INSPECTIONS Date inspected COMMENTS 1. Foundation footings / before pouring concrete / 2. Inspection of foundation and damp proofing (if required) 3., Framing and plumbing before _ any work is,covered, _. _. .. ' 4. Insulation of walls, ceilings and foundations. • % (Roughin electrical inspection) • 5. Septic system-installed per approved plans. 6. FINAL-INSPECTION-Including: %a-Electrical final . Building final Fire Marshal (if required) I I • THIS BUILDING PERMIT IS STILL OPEN, EVEN IF EXPIRED. WE CANNOT CLOSE OUT THE PERMIT UNTIL ALL REQUIRED INSPECTIONS HAVE BEEN MADE. • THERE CAN BE NO CERTIFICATEiOF OCCUPANCY OR COMPLIANCE ISSUED UNTIL ALL INSPECTIONS HAVE BEEN MADE. • •:g* These inspections to 'be made by Electrical Inspector. . REMARKS: Your building` permit expired as of 9/18/93 . If we do not hear from you by 2/9/95 we will assume you will not be building the 2-Car Detached . Garage and close out your permit. Please contact- the building and codes department at the phone # listed above. Thank you. A ,5A.m..GLOEThos,II i 0 . • 1/94 vl TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 792-5832 BUILDING INSPECTOR°S REPORT REQUEST FOR INSPECTION RECEIVED NAME LOCAT ON [a DATE /,�//�2.-- PERMIT # TYPE OF STRUCTURE,2-�//12/ RECHECK✓ .;a APPROVED N/A YES NO FOOTINGS/PIERS 1 MONOLITHIC POUR FORM 1 REINFORCEMENT IN PLACE 1 ,J THE CONTRACTOR IS RESPONS'+IBLE/ FOR PROVIDING PROTECTION Rp0 FREEZING FOR 48 HOURS FOLLO ING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSEON SITE FOUNDATION/WALL POUR ►► REINFORCEMENT IN PLACE / 'i, FOUNDATION/DAMPROOFING / i BACKFILL APPROVAL I i ROUGH PLUMBING PLUMBING VENT/VENTS I 'PLACE PLUMBING UNDER SLAB FRAMING: .1 JACK STUDS/HEADERS` BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN (BEAM FIRESTOPPING WALLS CEILING FIREWALLS HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: D liC,d4 292/ 7 �-1 ARRIVE DEPART S ECTOR , . . , • - 4- • 4-• • . .. .. TOWN OF QUEENSBURY BthlaDiNGCr)DES DEP ' . REVIEWED BY • II • 1. 1 : DATE ii . • : ' , Hi : 1 i I ; . ,•• : Hnill . 111:i I : I . • . =:;? ...---' . ' J ri1 i 1 I 1 1 ! ! 1 , 1 le . , 1 . • FILE COPY • , , ! , : 111 -7.-_ , ; , - , . , ; • , , , , , ; , , , . , . , „ • . , , , , . • , ,• , , , . i ; 4"-_...1 - FILE COPY ‹ , ........ . a6 ' • SEP 1 '.' 1991 . .. — . JD 'ii • . G. et CODE DEPT. . ---- . _ _.....,_ — - TOWN OF QUEENSBURY BUILDING DEPARTMENT . • 1 _LLI. 1 1 : i : ic--:•-'.------.7 -.-7—,- 7-72_, 3‘.-; •,_ Li i • .Based on our limited examination, 1 a Di! 1 •- 1 y-- , compliance with our comments shall's. I [1111 1 I not be construed as Indicating thei ,-- : Li Li plans and specifications are in full I 1 1 _1 ii 1 . I • I •compliance with the code. i1._ i I , . • • • • _L _L... C ...2,ci='' . - . -7 • . • • - . . • • , . .7/ , . • These plans for the "Carriage Shed", a flexible early American design,provide details to vary the building depth from 20'to 24', at 16"in- crements, and to vary the front arrangement as desired. We have shown five possible side and four possible front arrangements, any combi- nation of which can be used;thus, twenty arrangements are suggested,and an infinite number of arrangements other than those shown is pos- sible. The framing details for doors, windows, and basic structure can be utilized to construct any variation you may wish to employ;for example, the side of the building opposite to that shown on Sheet 3 need not have the door and/or window arrangement shown;a shop at side could be enlarged or made narrower than shown;the building could have 8 car bays;or 4 car bays with a shop and/or passage at side;etc. The scale of the drawings is sufficient for clarity, ranging up to 1"per foot for details. The 1/8"per foot scale drawings are for pictorial presenta- tion, or for guidance in framing arrangement and the establishment of materials required.Importantly, the size of the drawing sheets accom- modates easy reproduction by duplicating methods available almost universally today, to make up the plan sets required for construction pur- poses;a method of reproduction should be chosen which minimally distorts the drawings. The copyright of the design is for our protection from malicious infringement;the purchaser of our designs may feel free to make copies for his own use in his construction efforts. 1. Local codes, applicable regulations, and requirements peculiar to the area of construction should be reviewed and complied with in con- struction. 2. The foundation walls are shown as 8"thick poured concrete;alternatively, 7-5/8"concrete blocks can be utilized. 3. The basic foundation and framing arrangement is shown on Sheet 4 as a 20' x 20'building;the method of increasing the depth is also shown. Constant reference to this drawing is required for all arrangements. For a building with a front dimension far greater than any shown on the drawings, internal lateral"X"bracing must be installed(perhaps in a partition wall)to the rear of the rear girder,perpen- dicular to the rear wall, located such that no part of the building has more than approximately 30'between end walls or such lateral sup- port(s)and an end wall. 4. The span between supports for the second floor joists(15'-0%"minus 7", or 14'-5%")is constant for all arrangements. Girder sup- ports(comprised of two 2 x 12's)are in turn supported by exterior wall studs, steel posts(or say 5 x 5 adzed wood posts), or 4 x 4 posts in partition walls, the posts no greater than 10'apart, edge to edge, the posts requiring masonry supports with footings, the loca- tion of which should be established before foundation work commences. Any joints in the 2 x 12 girder members must be staggered, and the joints placed over supports. 5. The second floor joists(2 x 8)must extend, or be extended, to the front and rear rafters(except as noted in 12, below). On the drawings the joists are shown as 16'long, with a front overhang of 11%", located in the plane of the rafters except at sides, with 2 x 6(for nailing efficiency)tie members lapped to and extending from each joist end to the rafters. Where pocketbook permits, the joists can be one piece from front to rear rafters(length required is the same as building depth), obviating the ties, with the joists placed on either side of the rafters. 6. The drawings show 1/2"plywood sheathing on the building exterior. The sheathing on the front wall is specially applied, as shown on Sheets 4 and 7, to insure lateral stiffness for that wall which has large openings. 7. Exterior wall covering is shown as 1 x 10 ship-lap cedar boards. If combined sheathing-and-exterior-surface material is used, such as Texture One Eleven plywood, or equal,see Detail "A"on Sheet 4;liners must be placed behind the fascia members below the lap line, and the second floor window jambs may require width adjustment. Use white pine for window and door trim,and fascia members,all of which are shown on Sheets 5 and 6. 8. Roof covering can be asphalt,plastic, or wood shingles.If wood shingles are used, 1 x 4 boards spaced at the shingle exposure,fastened with galvanized nails, can be used in lieu of the 1/2"plywood roof sheathing shown on the drawings. 9. Three types of vehicle doors are shown on Sheet 7. (Note for cold climates: the sliding (by-passing) type is difficult to make weathertight.)The ellipse over the door opening is described by drawing the point of a pencil(as at point "C")along an 8'-6"length of wire or cord affixed to points "A"and `B".shown on the drawing. 10. A disappearing stair unit, or a fixed ladder(see Sheet 5), the choice and location determined by the limits of arrangement,can be used for access to_the second floor.Possible locations of each type are shown. Safety rails must be installed at the ladder opening,and hand rail(s) at the side(s)of the ladder.Alternatively, outside stairs with 8"step rise and 9"tread,at the building side, with a door at the second floor level, can be installed. Cropped joists must be headered to adjacent joists. 11. The cupola can be built on the ground in two parts, the separation being at the lower end of the upper trunk. The base of the cupola, in- cluding the upper 2 x 3, can be fastened to the roof ridge, and then the lower edges of the pine side members of the upper trunk can be lowered around the 2 x 3 and screwed fast. If the framing around the louvers is thicker than the pine side members, the periphery of the back of the framing should be reduced in thickness to provide a flush exterior surface of louver and trunk boards. 12. Skylights on the rear roof are suggested(with no consideration whatever for a shed dormer).Suggested size is 30".x 46"(makers'dimen- sions vary).Locate to suit;the lower unit shown assumes the space to the rear of the rear girder is open from slab to roof, with the ties ex- posed, and no tie under the center of the skylight. On a 20' depth building avoid placing the units in the center to avoid the cupola. Typical roof and tie framing is shown on Sheet 6;flashing must be installed around the periphery under the shingles.. 13. Depending upon the location of the building, and/or the use of space(s)within it,fire resistive inside wall and ceiling gypsum wallboard covering may be required in at least the garage space(check local fire regulations);if installed, 1%"thick solid blocking fire stops must exist _. or be fitted in wall and roof closed framing spaces at floor and ceiling levels. 14. Wood structural material assumed in the design is No. 2 grade, or better, of Douglas Fir-Larch (North), or No. 2 Southern Pine, or wood of comparable strength and weight characteristics. Reference:National Forest Products Association, 1619 Massachusetts Avenue,N.W., Washington, E L I TOWN 5 EN D SON D.C. 20036. P.O.6O>C 6,SAUGATUCK STA. WEST'PORT, CT. 06880 15. A name board, 1"by 7"by suitable length, hung over the door(s), adds a nice finishing touch to the DESIGN "Carriage Shed". NOT ES M O 179 SCALE: N.A. SHEET ZOF7 • • ...1. ___... ,- • • , • I • r__ i , ErE • ------- . I 1_, 1 ••. . . • , - . I- . • , . . • : 1 • • ! . . 1 . _ " I 1 1 1 1 1 .• 1 ) J . i i . ; ! .; :',-.:,•- ---,--...:- ...,- ' ' I '• ' 1 I • i ; 1 i I. 1 ‘ • . I 1 . I i I II I I FITI 1 . -.....___Lc, rail il 1 ' l• , 1 - . . „; I ' ri , . • . , , , ,,, , , FE. . .. ' ;. ! : .• I I I ' DI/ . L_I.La.1 1 ; I ' I 1 1 , . . - ,., 1 F.i : 1 • .. . n . 1 la J , ..1. —— L 1 z17: 4" • k • 2eteg," I I- 2d-0" , I . . . c)7c12 ,,,,,, A ,__, .• _ .._ ..•_...._. ... • . •' piirEr7 . ; , , • , ... . . , , • , , , , 1 1 , ,_; , , 1 1 " [ , . . , : 1 1 , 1 • , . 1 , 1 : : , , - , • 1 . • 1 ; . • ! .r.j.j_ • .1 - , . . . c....,........_, .--- I : • El • I i I ! . 1 1 Cr1 MI I 1 . I I 7_ . 1 I . H1 . : 111 :11111!: 1 I • ; I . 1 : : • 1 1 , 1 I ' 1 : 1 . • • I ' 1 . 1 9 D I . I I : i ; , ' , . , II , 1 i I I . . , i i i • 1 •' , „ . vow _______ I.' ,22:8" ,-I I 12..-4.Sik3b-1 2Erw4a. 2 0.-ci I I— 2 9.- . . _ vil .. ..m.mm...... ...m. .. . . - , . . ----------— REFE-R TO FIZEAMBLE OF MOTES. Okt SHEET'2... ‘ 1 I srizUcTURA.1-,Dcoorz,AND WINDOW DETAILS ARK' - . -------------------- - ,. • . , I ! -5NoWN oN 51--kEETS 4-, G AND 71 lisE I2EPTH. , ANC) PIFON-rct4IMENIoN -1-p An.S.SociA.-r viEWs. . . rffil WI. _..____--=---_ ." r-n ..____________ - - -- -..:.,,, --a •.. . . • . .....___.___. _____________......._. :....4. • . • t.' . . 11_11 r_l. . . , , ... ... ... : 1 1 .1 i' 1 1 1 1 •: : 1 . 1 • ,_; 1 i liriF r 1-1 : 1 1 ! JEFE 1; • i IIl i 117. ; 1' LI L '-' 1 ' I I . . EL 'TOWNSEND SON ; . ' 1 El ! 1 -- . • - 1 ' I P:a. ia.oX 6,•SAUGA.TUCK STA.. I • WEST F.CD R.:1" C.T.C)6 53 13 C. • I ' .. ., ... .. . .. ......... ............ ............... .. . 1-• '. 2 C-4" —I ' I- e4.--0" SIDE AND FRONT pE51Gw . mo. ARRANGEMENTS_ 179 scALE:Ye:•=1.-0-I SHEET 3 0F7 I - f �t tc4c • I� _ S (0 ./�I� } SEE TABLE, SHEET 5, • Q • T" 2* ' /•%u�� j // Foq LET TECZEG cI• M.EN510NS SKYLIGHT d/I p f/ `.,: , �SGE NOT,!12) E '"� @ I I I aliNli P ._. ► 91 / L -E O 15 2-2 Pt.ATt (p ROOF SHEATH- ia+ 24 ,-°, ' 1-1 tv4y - y .P.W. T IZ I O G E ° - � I t.7 .24 tz DETAIL I-•TA.I /�[� F" /ry J Y 2K4 STUDS !sec TAiI[� 10.711* �� s3 / coRIL (Ov ER JUl s 5) 4 I sA ZH" C�, / sl:e 2.foTIESAT i I 2x8JOi5T3�~I- 2xG T165 A7 OLL ALL RAFYER•S 3 :Wedo •• 1 J RAFTERS (LAP (LAP SOISTS Lcj`) (� /' �[ �� 2.4 STUbS (see NOT£rj ` ' JOISTS I IV- SCC. (SSE NOTES 14IL) II (ovaR JOISTS) II I N Y.. Moir. 5) C. , "=1 sHIM(O,rws Jo1175) gRIb G'4 2 PV✓• _ I •+ oE6 OEYAJL _ 1� � I:.�� -_ - _ _ _ � - � e ,,,y,✓ff.�'C N SHEET 5 C/) 6uiu�IMMUvME I • MNIIikmk + SEE MOTE 3 z 1 / , .12 I 111.1.111.11.11111111 1.1 + ��iII�I 3. (.2.2,0�/ ��n ■I ■Si��I IIIII� GI % C.w<SPA ER1) H •JV 11 -0%q,(sec..lores 4F,7) *� a 4. � Z:8-x G.`. OISAPG srwl ~ a,' (3iC NCTC LO� ' ()i1 JOIST LENGTH-IO-O- _ ✓ -1AW DOOR 11: 6or4,-24 LIGHT 1� 1 i�•• (SEE NOTES) 1.• 1k I I- wIwJDoW `l'.4"'I 1 4.-II%4 17 17 e11 I�SASH g.10-•'I SEE NOTCS (° 'j 2. a.. Ni ■1 (o•II%I ,III • I 31' 31` _ I L__ } %z CIA. Ah1CHOR BOLTS MIPOST StE NOTES rolA. T MID SPAN �_~ ON AIOMII.IALLY GT25. G 4'7 of GIROS-R d •� 'I��I.I 16 ■• �II(SEENOYt4) I - lfo l(o I vat-4-1-4 I GRADE N III 2K6 SILL I�I�.II� APRON (POU T = -- . .• . .. . j- • /4RADE • .I• ' ' TOIL OF FOUNDATION $ArCTN(TAM►) ore. i .• I• {� 3.2` £XTENDSIDE I-8• •I: SST ON¢' S.A.Li-AST t9 •8-1-.1 .I•••• �'Ie) F D.T N WALL •'• A.I.• • r.. .• I,.• ` FOR CRO SY 20-0 4 ClIZZIMMI g 8 }Gfa NTHRGD UNCER d POST a DARKIER. FROST LINEEmig 2.4" 24- r ; E �� .N ` ELE�l S I DT I ON 1,.-16•+1 I.-CUPOLA.-.{ JLJI ___ I I --- SC ALE:�4-<1' 12,8 24'x24"(SE F-moNT RICGE _ ELE.v►-rtoN) FURRING .STRIPS 1.1 .. . 2••4 r2A.F TENS-+--•. o 1 II . , '. " I nzO-Dn f la a FRONT PLATCr 2-2.4 (1LOAR _ RAFTER TIES MAY bE .1 PLATtaC MOT SHOWN} LAPPED TO EITHER SIDE OF" JOISTS ANC, fl �' - ` I =� _ SRS (SEE /.TOTE cJ) T- N x N ROUGH onm NING F'OR 10 10 IG. A 3 , Ir° I C } 2K C. RA 'TE�CS 4 01sAPdEAR1Nq STA I Rs 4 P.Wr \SCE NOTE tO) 50,. ' 1� n ., (...) omx IDGIN4 2•6 TIES .I 2 KE JOIST ►T SI(7C5 E•LSE- �- j=P W. I (( �v�G .q_j_ µ/HERE ON 16'. GEN- II li J. ---- I i j1---�� ----1 ,...a TI\_ 1��4 - I (J \ . '1 EE ssl uNDE:Ft 4AFT- N I LJ ` IL T `SOLID IV BLocIC, OVER GIRDERS JOISr v6t.R To JOIST I Ipil - %z"PW. ISE T-WEEN E 1JCS OF JOIST _ r02 1 /1 ` xl2 I OOC I foie.•1• ~ RAFYEiZ Ahi0 TIE (AT Q C+ R. R - /� 1! SIDC ONLY-SEE SHEET rj) h (WITH /Z P.W. 3PAGER) A CRA.IiTEitCS11 ' •� I -II r.I �11 �� ' FRONT ELEVATI ON 3 "P.W.54l6AYHlNG REAR. . QxG (9 tN4 LC PAN CLS)1��I�� 2.2x4 REAR 5rRuc- SCALE:I/4". I. •i I wloTFls As SHowN, STUAS TUBE t LKUM GUT TO L.N55 f�ibl- j CATEbj zBF NOTir6 Room �W11 1G O.C. / t D• 'T�N.- AND sH1LET 7- IIItII 1 2.4 BLOCKI/JC, ,11 2.2.4 //; • NL• (STUD APc.K a.,T AT ALL 1 10-0 � 10.0� Ili Fours co1ZNEcGs) CD><TAIL"A" 11.. 4" GIA.3TlSSLPOST UN p 2-2, 4- II" { .(• t 2xq S -i(,SEE NOTE 7) 1: bc( tGARGIROc[t. 1- I (slim NO7E 4) to II ' 1.10TES WILL SE $C.ALL':I�1 II I- TOP OF FOUNDATION "-TOM OF xG FILL { 1 ; { II rII i ,. FOUND ON SHEET 2. 4 GRAbC'. ✓.�,1 • ►rROM•.•./" u.F !..'�}-•3L'\6- ;I `t 1 • .•. ELI TOWNSEND 4. SON FOOY4 • •••A. ♦PION PD•T.Y WALL I it . mot- `1I:I`•,1e- (w-r rtowr of I L iq gr8UNbtts P.O.60g G.,SAUGATUC$4 STA. 4I'"/ I .�_,1.�12"• • ArRON ONLY) l2 �RW 4LRoLli WESTPORT, CT. OGa6O EbTN •t•I' 1 CO-Co" I V - i. RfAR wALL a7 4'----F- .,,1-+--4 ... /-'FOOT'a. 6-1 1 •I / ( 24•x 24" STRUCTURAL DESIGN U12 _ DETAILS 179 �{ 1._I*-310E WALL P'T'C, (1 V") o. �:l� APra<oN WtiTN wALL SCALE.:%4"4 1".l'1547GFT 4 OF 7 TABLE OF DIMENSIONS 5-4OWN Ot.J 51-IEET 4 • aLIILD'G•DEPSI•r A a C. D _E F G H J K SASH LTS. ZO• " .4'-01% 7'-37 _6-2`%G . 12- i3/4" 5'-2i/a 1•-0'n" 8'-8%Z 3/z 2 2 3.1Q Z.O■3 fo �'�G (4.0789') (7.3.22Co). (So..z240). (12.1474:) (g•2.404) (1.0fo77') (8.7IO3') 21 4 8'-l9/,r. _ 7"Ioll/,� IC- 3AL V'-934' 2'-0`%i 9•-33/a .. 6 (8.1307') ..(7•s.90 .') (LI.43z8'i c".8►68 4) (2_07T) (9.za18') 2-� 3.10 2:4.3-(0„ 4. 8-11'/4 . 9=r.`%1(. . 10'•8V6 `.-4%a - 3 Ol%b 9.-1044 ,. G zz-a. � (8.9384) (9.1,573') . Gfl.7189.•). ((0.3833') 43-0677.) (9.8532•) 2'8 4' 2 2 6�•3-V0 /6 24 0 .9'-9" • _.11.:-.21s . Lc).-o%; 6'-II7/� 4- %o' I0%5%6 2.8 4.2 2 (- 3-10 (9.7470). (11.2239') (1o.00.4(0-) (6.9547') (4.0677') (10.42464) 'W.- J~IRo¢C �`_ PL A 1 -, 1 I `2x$ D 0 UM 1-EFL SEE' Tv -r 4, SW EEY i N VI EW Or 1 � �,1 Q1ST GZ►f i f Z+ - CT SIZS • 1Gr.►IZ 1NALL PLAT • LADDER SET'WEEN 1 • - - TIGS / .,f O 1 STS (2+G) I T NDRs. + / It Z I - 4.SLOGK42.7" Jr _ *8) - - f � W} S� W �J � f } o0i/ _ i .. � d4 -PLAN VIEW 01= J I (z•E r u` 1 II 0LL LADDER AT SIDE ( 1 1 0 TIES II ® - JI (i�s I�•x4• ) I II t -=f= _ -d- Yam--- O. T 3;� ~ %PW ,1, ,.I, 11 a if u n II , f !k;,i,oI. o (7.94Z3') 'I 4I� q III• Ly vW. SMfATM( y{P.w. ti _ 0Id 6/ y' ft � 7 _\\o U IY Gi la - III :6I le - r9 a o ?>•8 9/Z� II { 0 2. T r E HEAbE1Z k_sim LL J U 1- VI Y J & J J EN 4• I• U A J • 7 7-9% aD VIEW •H U 0 0 0 2■8 (cu Y- IoI ( o 7 CowN I%2) } - 0 fi d I L f - 2.10 --RCALZ C. bER , 1 '=I , dl .� %4"-I-o- 0. M 1 UPPC B.N7 BUTTS Ty10 , 1 JA /2,'I-0•��OTT N� GF JOIST ; r 3Y I- - dO15T•S t'--27 4�f +1 1-, OD + U� R7 UPPCR MIND, TOTAL RISES 8.7�.� ICI: C 2-4 Lh PS JoI D, STUD .Doze GER Z/ 1.03.2 T- I v� ` I I ��-- L -' a 9- UNIT RISE•103.24-1-IS -Ili EL-EVATIO_N. T7 T 1 I�WIII fjjI` Y 1I TI LADOTiR AT SIDE r• TCTAL. RUN.7-0+84 `/L y41 I 'WE L 1 I. 1. L ? L i Y LL L L UNIT RuN . 84-=12•7" // /IZAFTEq:= pLA,,J VIEW .GRAOG �, 5LA6 (RAFrCRS cur 0.wAY To CXP03F Jo15T7) IrMENER laill FIXEO L s.IE (50M NOTE foIMttT Z) *A b O P•14 l I-I D ALOO 1Lr ,NSTALLiD �=��� �111J111!11! _ _ 111ilkt. 2'4 1JOTC: SEC SWEET-4, \srI4HT, 7iI .I.irForLsTRucTuAL 6� /B +1-O 111 1u111111111 [runul r'LI.Iu.!.I l I Is 77''17717777 -- __ ill 2-z.12. ,, IT li OOOR S4 i44 I'I DOOR riAUTIONCLAC32' E^RE RC4U1,SE5 38- $IDG ARR�G�Y 19 KNOWN TO LGFT. Bei I i (/ � � I_ -34� . smc of I AA II I�OII NI II iTYO I� G'-93 1 1 j•�-3-9%-�i 1 , I ,--3-2 I 9.I I I o-O+ -1 , , 4 1 1 / 1 1 1-r , i 1 1 1 , 24.-0• I , 1 I., L_, . , 1 23-4 �-IT T i ¢tAR a,gecic aos•rs-rri-i,r---i_-1 L 1*-- --r1--1. 1,\� �/�ym1,-.0 ---- rr}I I `- -__ _ 1 _i L_ uNDEI[REAR J i 7-A1.RON F o'T'N•�L L-1- G,RDE ►OSS I S -- 2vra FZAFT. 5%," /.IOTC B, --J FASCIA J017T %�pY'( sw¢cT Z �'���^-2+4(y oTGN ouT AT TIE) . zl'� %P.W.SH EATN4 I T y`>VZ I.W.SrACCri(AT TIE 4.+tA>T ER ONLY) 2s`YI E SNINgLIiS I 1 1�TIE(Z><G) JOIST (2•8) P I I.& A \\ �h I xi2� - - . FASCIA -- ELI TOWNSEND .`. 50K 1 i 8 P.O.80X 6,SAUGITUCK STA. t-,asclq F-- -1-- - WESTPORTI C.-r. 06156a I I Ir10 ce7A11t. Lxlo GEOAR Ik12 II I I %z"P.W. / / ccow0.ets (sHlr-LAP) STRUCTURAL ogsiw4. 1.10 cawA,. / (SuI P-LAr) 1%'$Z NO' (SUIP-LAr) z DETAILS V79- 1+.. i'•p.. 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' p•` \\\ -5•Zt�1d V2' Sa11 ! i I i ><I V T -1I nI "1 �I 'r�X l ��/ �I 4 11,7 r 1 T II 1 �I 1/�//17TI • n\ ,fir N II� N'HS ' I I II { j `y 11/ I N� ,r\��\ -1�I 1 S' 'H _ 7 ! - --}� d II II 001s rv�a 1-1tlM 2an�,1 J 1',yM• II S�,co-Iv-sl 9 �'II� IIIII„)„ IuII•/2'..AI , •j - SaJ1313Y'21 f iwor3 it S15IOf II (1 I" dT M I o p A Mill m I' Il a",oass,2tFri �; NVo r4 b y Il a o (A IA M d 015 C ,1,�..(,111�11,1,,11,1I11' g f I - L C Z� Z • •.III R Iz. j r > . � ilzxe/s r�\\\\` O► N - * 7 A " 9999p i y n•' - I I I S.'; n i - 0 O •I�_ V i ' dKl ; �����L 9I/'(`d C' I —.� .. r 0 I ' I i I ;,'.i N m r - X c 1 j I Lila' N —� 17r l b•1 -• .� IX I !. A y 11 '14 r o w z Z I- Io / /// U. r n rTo mli -I - 'I' �1; N� VvlT�l" 11111111 Nr r., r. , f IA r m 7 Fm (zl.z-I) ^4/I '�I�,� }, ■-%//�'I' Zao123m1. \: O I I A A I. m 0 ]I3a�s1 4 �.4//um1- 11,,, q 7 7_ ♦. 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'O.L L— UP 000_ ' DOOR I7ETA1 L5 - 'THREE TYPES SHOWN-_ (SEE NOTE 9)_ . SCAL1= : Yz". I' r-2.-1k • 3/4_ 34 CONSTAT N BEVEL (or. I12"�1g'.77" -- I'2 .ON.ILY)OtJTAL LINES 'x /. 8 /ZpW.,4 4" BEVEL LIME / tIY\ OF 2x6 t(GUT 1.— cn /� .LINE TRUE CoiJ- $ r \N '/ZRW. . All 12.3/4. �TouQ SHOWN�- \�nv� tf) . DRILL 1�11� 3/4" 3 i TO SUIT , 3/ . 8'' -L I SPITtE � 4 SCALE-1.c1-0" j // \\ cEY:o _ ui 4'ir' Al \ lel N\� - 35/g" • •-\_ � r 2 6� - A�1■ • LOJV:J . Irl—PF—mill \ 1W2x 2'� o.07ZoR ALUMINuM (3EE NOTE 11) mon \\\\\\Njz" a.w•�} � , G=. 4 DUPOL S COP= ouT NF17 ttI _ I+1 _sHtmc,L.s=— �I 1 -- - -I 2,4 - { 24-' 31/2 (ss . NOTE 11) =0� Ir1 >�Mia. ��4 Ili: 2 l 1•.IOTES WILL 13E a ( ,/� N j' I�3 PINir FOUND ON SHEET a 0 - Y FLASH 4 _41 *I I �___-- — z\ 4" >=L1 TOWPl3END So1J m2•� • Y..o. E.OX Co,SAUGATUCK. STA. • RIt't 2.8 •W6sTP•ORT, GT: 068Bo 2-4 DiA.T1aREADED` IAA`vw.-1} zr3'z.&V, 17" • I DOOR 4. CUPOLA DESIGN ' 34 I RODS,EACH SIDE OF CU- 17�Z _ NO. POLA. 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