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7319 BUILDING PERMIT TOWN OF QUEENSBURY No. 7319 WARREN COUNTY, NEW YORK %C)\ \ PERMISSION is hereby granted to Edwin P. Ball OWNER of property located at 1 'Sawn Road Street, Road or Ave. in the Town of Queensbury,To Construct or place a 1 z Car Detached Garage at the above location in accordance to application together with plot plans and other information hereto filed and H approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is R. D. #2 Box 162 Glens Falls, N. Y. 173 2. CONTRACTOR or BUILDER'S Name same 3. CONTRACTOR or BUILDER'S Address same 4. ARCHITECT'S Name • 5. ARCHITECT'S Address 6. TYPE of Construction—(Please indicate by X) (>4Wood Frame ( ) Masonry ( )Steel ( ) N�~ 7. PLANS and Specifications 18 'x22 ' per plot plan, specifications and No. application submitted. n t7 8. Proposed Use (D ft 11/2 car detached garage $ 10. 00 PERMIT FEE PAID —THIS PERMIT EXPIRES December 1 19 82 n (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the iq town of Queensbury before the expiration date.) (D Dated at the Town of Queensbury this 4th Day of May 1982 SIGNED BY SZTLAL.vt, for the Town of Queensbury Building and Zoning Inspector ea TOWN OF QUEENSBURY (Space inside block to Ix filled in by WARREN COUNTY, NEW YORK Building Inspector) A plication for Application " � Permit Issued19. . BUILDING AND ZONING PERMIT P unit Expires. 1g. . i.i it nc District • ‘ aloe nI \1'crrk. THREE (31 Copies of a PLOT PLAN, Drawn to scale , \i''1�r''��c•d by �, ` showing the actual dimensions of the lot to be built k1,marKS- upon, The exact size, and location on the lot of the building to be erected or altered MUST BE SUB- MITTED WITH THIS APPLICATION. TOWN OF QUEENSBURY Cc - 3 — '° ter ,-- 8 [2, IE G E Q 0 DATE A PERMIT MUST BE OBTAINED BEFORE BEGINNING WORK �� �9�2 A.M. / ANSWER ALL OF THE FOLLOWING. • /� .� =e 2 fI,`7�. The undersigned hereby applies for a permit, to do the following work ,�a ��l �y I�j }��ei! 1`f��� which will be done in accordance with the description, plans and specifi- 9 cations, and such special conditions as may be..indicated on .the permit. . . . . _ - - The owner of this pr perty •s: ecX-41 .fall p v. . .8.�.x. .16'2,- P:o ct #S • .. ^. . . . /?At.r7�; (NA"EI The person,,responsible,for ••ssupervision of the work-insofar as the Building Code and�the-Zoning nOrdinance apply is: trc/Gai./ . .t . &" �;. . .Be) ( ( (�� �,iD E�Ys..i�.��. . . .I�G�.:.��NG1.S. IrZ.ifS • • (NAME) / • Name of Builder • E , / • • 5`J�i/1 Address Name of Plumber • Address Name of Mason Address _ Lot Number Unit // Estimated value of proposed worI i �. FJ- O C f 0 0 • Name of Village Q.u.e e •5./,F.c" // Name of Street SCz "7 eaci ( • Side of street: north. ,Q, east 0, south 0. west ❑ Nearest Cross Street S•1e.C.G.Jct re . . . (c,c;.ct( Distance from this '.rosy street Ft• Property is north 0,south 0,east g., west -❑from Cross Street If on Corner, which corner, northeast ❑, northwest ❑, southeast . southwest (Designate by marking with an "X" in the correct space.) NATURE OF PROPOSED WORK OCCUPANCY 1' Construction of a new building. Main Building ❑ Addition to a building. One-family dwelling ❑❑ ❑ Alteration to a building. Two family dwelling ❑ Demolition of a building. -family apartment house ❑ Store building ❑ • -car attached garage ❑ Other: . .- Accessory Building One car detached garage ❑ Other work. Describe . Two-car detached garage . Private chicken house D. Private storagle building / �7 ❑ C/� e ,.gip .(, vc j e. • • - Other: . . . j✓ C'�:�` C• ZONING SPECIFICATIONS. Fill,in for new building, or addition to existing building, or a change of occupancy. Indicate on the plot plan street names, the location and size of the property, the location, size and setbacks of pro- posed buildings, and the location of all existing buildings. NORTH Show proposed buildings) in dotted line and existing - lwilding(s).in solid line. Tr— Size of property . 1 4:?L. • • • . . ft. x - c ' •-) ft. K /'31 ,a7FrX .0 D• c r'7; / • Size;;and use of existing buildings, if any . .2 y. •. • • t- . i_ //ci e(s t✓ IN m Size of proposed building % cp ft.x . . J2- ft. Height (from grade to ridge) . ... .1/.. . /• . • • • . . • • . . . ft. Front yard ' S71 CA . .D:r. .�in .e; : . . . ft. Side yards . A ,r. !� ft. and . . .2 ft. . Rear yard 9 ' a of c( •'Y,3 ' ft. SOUTH If on corner,.setback from side street . . . ./fg..7 • • • • • . ft.. . Note: All distances are net, as measured from street side line to nearest part of building.• (OVER) 7-73—M • (cont'd.) BUILDING SPECIFICATIONS., Kind of construction: Wood frame, fire safe, etc.?. . . . . . . . . . . . . . . . . . . . . . .. .(4(?c. . . 1.vc;•14. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . Will any second-hand lumber be used? If so, for what? Material of foundation walls Ce)o•c.ic L .'t` S/ b Thickness Depth of foundation walls below grade s2. y `� Continuous foundation? . l,�S. . . Will there be a cellar? iv/0 If so, material of cellar floor I Type Slopedflat? . . �` ' � . . . . . T e of roof: or S/. :L �-.� Material of roof .(,.'-.�.0%�. .��1ttL2::4t. l: /�S.hlgc,.(:f. .s�.1.� Size,wood studs . " x ", spacing . . . . J.�. . . . . . ."o.c., length 2 • ft. Size, floor beams, 1st floor "x ", spacing "o.c., span ft. Size, floor beams, 2nd floor " x ", spacing "o.c., span ft. Size, ceiling beams " x ", spacing "o.c., span ft. Size, roof rafters or beams .'. . . "x ", spacing . . . : "o.c., span .� . . . . ft. Exterior finish With what material? Finish of interior walls. . . . . J :)4 . If garage is to be attached, of what material is wall between garage and main building to be constructed? Is there to be an opening between garage and building? yc,5Kind of heating system Oil burner or coal? Y provided? .. . . .- %'Depth of-chimney foundation-below grade - ----- Will a flue-lined- chiinne -be . . .-.:: - - - -- _ Height of chimney above roof Will there be a fireplace? Depth of fireplace hearth Will a toilet be installed? Will a kitchen sink be installed and connected to water supply? Water supply (public water supply or pump) Distance of cesspool from any private well • feet Will drainage system be provided with required traps, cleanouts, and vents? 'Town of Queensbury AFFIDAVIT County of Warren - State of New York I swear that to th-bard my knowledge and belief the statements contained in this application,together with the plans and specifications sub- mitted, are a true and co.,.plete statement of all proposed work to be done on the described premises and that all provisions of the BUILD- ING CODE,THE ZONING ORDINANCE,and all other laws pertaining to the proposed work shall be oomph with,whether specified or not, and that such work is authorized by the owner.Sworn to before me this Signature (- 4L �'. 'S /-•/t.�✓"‘ 0 N R,0 NER AGENT.ARCHITECT.CONTRACTOR day of 19 NOTARY PUBLIC, WARREN COUNTY. N. Y. SPECIAL CONDITIONS OF THE PERMIT: • • By ' • TOW ,/bF QUEENSBURY •building- Department Inspedors Report Date 9/2,77-3 !t' IT-& Location s li_c . Permit No. —72)19 Weather ?� /� ,G1 r emarks Excavation l�/`7° L1 Footing Forms Footing & Piers . • Foundation Cement Coat • Waterproofing Backfill Final Survey Framing • Sheathing Roof .Felt Roofing Siding _ Masonry Veneer ough Plbg. Relief Valves Wall Board Ext. Porches Finished Floor Interior Trim ./ Stairs & Railings / Cellar Dr. Tile / Concrete Floors Plbg. .Fixtures Gar. Fireproofing Door Closers \ Chimney N Water Meter Inst \ , Septic Approval Floors Insulation Foundation Walls Ceiling /4L - 7 Building Inspector REMARKS TOWN OF QUEENSBURY Building Department Inspectors Report Date vim.5 -, Name__� �' LG Location 5$4cJ2Cr;,/.. Permit No. ^1 31 9 Weather Remarks Excat}a t on Footing Forms Y trf,2 Footing & Piers Foundation Cement Coat Waterproofing Backfill Final Survey Framing Sheathing Roof Felt Roofing Siding Masonry Veneer Rough Plbg. Relief Valves Wall Board / Ext. Porches ✓/ Finished Floor Interior Trim Stairs & Railings • Cellar Dr. Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Chimney Water Meter Inst. Septic Approval Floors Insulation Foundation Walls ' Ceiling Building spector REMARKS INSTRUCTIONS 1 . Study the plan thoroughly. Be sure to check your local code requirements and if required obtain a building permit. Omit steps 2 through 8 if slab is poured by contractor. 2. Locate the garage on your lot to conform to local code requirements, such as side and rear lot set backs. Allow enough room for easy entrance, exit, or turn around, if possible. 3. Stake out the area as illustrated. Be sure all corners are square. Remember that dimensions on plan are to outside of concrete and face of stud. See Foundation plan. 4. Dig trench for foundation approximately 12" deep, 12" wide at bottom. Taper inward at top to approximately 20". STRING LINES - 10, 2" SLOPE TOWARD DOOR \ FOR DRAINAGE 6"x6" REINFORCING MESH 4" CONCRETE HOLD DOWN BOLTS GRAVEL I L1 j ?vtU, BELOW FROST LINE, IF REQUIRE 5. Build forms for the concrete slab, using 2" lubber, Set top of ?" form bc•r ;1(= ire floor heigh'• :, level : Inside face of is rm boards must line up exo�:-1y with "s ring line Fe' ,& proper bc, A;ng dimensions, Brace see,r,::'y., This is very important to keep forms from pushing out when conerefa is poured. Use a gravel fill and tamp to within 4" of the top of form boards. 6. Call build*­G inspector to check location and trenches before pouring concrete. Note: At least two 1/2" (or 04) reinforcing bars in perimeter makes a better job. Usink. wire mesh in. cracking. Have ._,.^3 ." no -actor install conduit under slab fc,• electrical service, 7. P a uL U fillinw t0:ms. Surface ani: level with a long board and trowel . 8. Set anchor bolts ( ondation plan) 1 'I 4" in from edge oi concrete and extenc,.vg at least 22'" above mace. 9. After concrete h:: Mace 2x4 bottom pl ie on too of bolts with edge of 2x4 f!uih with outside face of end tap eith c, io rrrer eves e act+ Lclt to locate positi-n of bolt holes. Drill c 3' ootiom ulct�e ctr ;Notts, " eck by ploc ng x.: sMe ewer bolts and be susZ'11v,: of 2x4 is tlx.:: 'e:,th fact, , ` conc; are. NOTE: Note thc0 ihe walls are layed cut in at least two pan.,pis each. This has taeen done for ease of handling the pre -assembled walls. FRAME CONSTRUCTION Begin construction by assembling wail panel, A, B and C, on the concrete garage slab See Nailing Schedule on Plan Assemble all three panels before tilting them up into position. 10. Lay the predrilled 2"x4" bottom plate and one 2"x4" top place for panel "A" side by side and mark position of 2"x4" studs 16" o.c. as shown on panel elevation drawing (note that the first stud spcce on each end of panels is measured from the outside face of stud to the center line of the next stud). Assemble wall Panel "A" using pre,cut 2"x4" studs 7'-'3 5/8" long. Nail through top and bottom plates into studs using two 16 penny nails at each connection. 11. Let -in bracing. Check panels for squareness. Lay the 1 "x4" corner brace on panel outer corner at top of panel down to bottom plate at a 45 degree Ingle. Mark 1 "x4" position on each stud. With your circular power saw cut into stud 3/4" at each mark. Using a chisel and hammer knock out the piece of wood leaving a 3/4" recess into which you place the 1 "x4" comer brace and nail with two 8 penny nails at each stud and top and bottom plate. Repeat steps 10 and 11 for panels "B" and "C". 12. Now that you have the first three wall panels assembled you can start the erection of the walls. Tilt up panel "A" and place it in position over the anchor bolts. Brace panel secureiy with 2"x4" brace to ground stake. Place washer and nut on anchor bolts and tighten dawn panel . Follow same procedure for panels "B" and "C". -v�! TOP 2x4.4DDED 2x4 FRAMING �,� AFTER WALL IS �- 1N _ PLA�::!c ?IAGONAL BRACE 1 3. Repeat instructions number 10, 11 and 12 for assembly of remaining wall panels. Assemble and erect panels in sequence. 14. As panels are erected you can add the 2"x4" tic plate as shown on wall framing elevations Nail plate 16'' on center with 16 penny nails. 15. Cut garage door header to length and nail togetl.er with two 20 penny nails at each end Stagger nail 20 penny nails 32" o.c. along top -nd bottom of header on both side. 16. Nail 2"x4" cripples at each side of door opening. Lift assembled header into position and rest on cripples and nail to panel studs using 16 penny nails. Nail hardware surround to inside face of cripples (see garage door jamb jetail). 17. Add 2"x4" tie plate to top remaining wall panel-- 18. Lay rafter ties approximately 4' on center across top plate to form a working platform for rafter erection. Pj2 CAR GARAGE WITH STORAGE AREA �x ,lr ,17 19. Cutting rafters is simplified by using the tem irate poi-te;n provided on the plan. Layout and cut two rafters to size and check for accuracy. (,r, sure to use the same rafter as a pattern to make all additional rafters). RIDGEBOARC RAFTER 1 1 PLATE CHECK RAFTER END CUT WITH STUD-+ PLJMB BOB 20• Erect and "tack -nail" the end rafters in place and brace. 10 or 12 feet from the end wall repeat the above process. Then slip the ridge board into position. Be sure ridge is level, rafters are plumb and ':;race securely. The remaining rafters can be put in Mace. Rafter Pies should then be naile to rafters. 21. Add 2x4 gable studs, eave blocking and any other framing necessary, as shown or plan, 22. Apply''" plywood sheathing over roof rafters starting at the bottom of the ratter. Stag i�-,r joints of roof s1le:athing so that joints on adjoining sheets do not occur on the sere rafter. Check plan ca.eful!yto find out how far roof sheathing should extend out at gable ends. 23. Apply roof shingles (over felt if desired). Follow manufacturer's instructions in bundle. Extend shingles 3/4" beyond face of trim board, and excess of shingles should Le cut from inside only in order to maintain a trim appearing edge. 24. Trim outdoor opening with jambs and casing. Install windows with bottom sill resting on 2"x4" sill plate. 25. Apply aluminum coated Kraft paper over outside stud wall. Start siding at bottom; making sure that first board is level. Check for level at every third board and cut all joins:, and ends square, staggering joints on side walls. 26. Trim eaves and corners. Install doors. 27. Install garage door following the manufacturer's instruction included with door Pa. .l;age, 28. Paint or stain siding and trim as desired. rT,"l t 1 tl)h vL11,? lldl/ IU,I(Ir,t;l lil?,', L Iti t �Ilall! �%® . Nailing Schedule for Structural Members Number &Type Spacing Description of Building Materials of of Fastener Fasteners Top or sole plate to stud, end nail 2-16d — Stud to sole plate, toe nail 4-8d or 3-16d — Doubled studs, face nail 16d 2411o.C. Doubled top plates, face nail 16d 16" D.C. Top plates, taps and intersections, 2-16d — face nail Continued header, two pieces 16d 16" o.c. along each edge Ceiling joists to plate, toe nail 2-16d — Continuous header to stud, 4-8d — toe nail Ceiling joist, taps over partitions, 3-16d — face nail Ceiling joist to parallel rafters, 3-16d — face nail I Rafter to plate, toe nail 2-16d — 1" brace to each stud and plate, 2-8d — face nail — Built-up corner studs 16d 30" o.c. 32" o.c. at top & bottom & Built-up girder and beams 20d staggered 2-20d at ends & at ea. splice Roof rafters to ridge, valley or hip rafters, toe nail 4-16d — face nail 3-16d — Collar ties to rafters, face nail 3-8d — Spacing of Fasteners intermediate Description of Description of Building Materials Fasteners edges supports roof and wall sheathing to frame: '/s inch -X, inch 6d 6ff 12" Other wall sheathing I/2" Fiberboard Sheathing Will galvanized 3" 6" roofing nai I 6d common nail MATERIAL LIST Quantity Size Description Board Ft. 1 Pc. 2x4 - 14' Wall Plate Treated 9 5 PCs. 2x4 - 12' Wall Plate Treated 40 58 PCs. 2x4 - 8' Precut Wall Studs 309 3 Pcs. 2x4 - 14' Wall Plates 28 6 PCs., 2x4 - 12' Wall Plates 48 3 PCs. 2x4 - 10' Wall Plates 20 2 Pcs. 2x 12- 10' Header over Garage Door 40 2 PCs. 2x4 - 10' Header Blocking 13 2 PCs. 2x6 - 10' Header over Sash & Door - 20 6 PCs. 2x4 - 8' Cripple Studs 32 1 Pc. 2x4 - 10' Garage Door Hardware Surround 7 2 Pcs. 2x4 - 8' Garage Door Hardware Surround 11 6 Pcs. lx4 - 12' Corner Brace 24 5 Pcs. 2x6 - 14' Rafter Tie 70 12 PCs. 2x6 - 18' Rafters & Gable Blocking 216 2 PCs. lx8 - 12' Ridge Board 16 3 Pcs. 2x4 - 12' Gable Studs 24 4 Pcs. 2x4 - 8' Gable Nailer 21 4 Pcs. 2x2 - 12' Soffit Nailer 16 617 Sq. Ft. 7/16"x12" Horizontal Hardboard Siding 10 1/2" Exp. 617 Sq. Ft. 40 Pcs. Metal Corners for Siding - 2 PCs. lx8 - 18' Rake Fascia 12 2 PC,. lx6 - 18' Rake Soffit 18. 36 Lin. Ft. Rake Shingle Mold - 8 PCs. lx8 - 12' Fascia & Soffit 64 1 Pc. Ix 12- 10' Gable End Drop 10 1 R011 36" Wide Aluminum Foil Kraft Paper - 13 Pcs. 4'x8'-1/2" C-D Exterior Plywood Roof Sheathing 416 Sq. Ft. 1 Roll 15# Roofing Felt - 4 1/4 Sqs. 235# Asphalt Shingles - 1 5'4"x2'3" R.O. Aluminum Garage Jalousie Picture Window - 1 2'8"x6'8"-1 3/8" Garage Service Door 5 Panel - 1 910"x7'0" Sectional Up & Over Garage Door with Track and all necessary hardware - 42 Lin. Ft. lx4 Door Jambs 14 42 Lin. Ft. Brick Mold Casing - 42 Lin. Ft. Shingle Mold Door Stop - NAILS 2 lbs. 20d Common Nails Coated 10 lbs. 16d Common Nails Coated 2 lbs. 10d Common Nails Coated 2 lbs. 8d Common Nails Coated 5 lbs. 6d Common Nails Coated 5 lbs. 8d Galvanized Siding Nails 15 lbs. 7/8" Galvanized Roofing Nails 2 lbs. 8d Finish Nails 20 1/2" Dia. x 12" Anchor Bolts with, Nuts & Washers 1 Key In Knob Cylinder Lockset 1 Pr. 3 1/2"x3 1/2" Door Butts 8 Co. Yds. Concrete Slab Foundation and Floor Concrete Figures based upon level site conditions with gravel base 308 Sq. Ft. 6"x6"-#10 Wire Mesh 144 Lin. Ft. 1 /2" Dia. Reinforcing Bars OPTIONAL 17 Pcs. 4'0"x8'0"-1/2" Insulating Sheathing 544 Sq. Ft. OPTIONAL FOR ALTERNATE FORMED FOUNDATION (Wolf Hight Floured at 3'4" High` 3 Cu. Yds. Concrete for Footing 6 Cu. Yds. Concrete for Walls 4 Cu. Yds. Concrete for Floor NATIONAL PLAN SERVICE, INC. This plan has been prepared to meet pro- SHEET NO. 1 fessional standards of construction. A careful study of plan instructions and TOTAL 4 dimensions is advised before starting work PROJECT PLAN NO. P- 2 ®' 5 N W- v- Ln I4I-a" Si 411 A�IGuo�? aoLT5 -7`f-, TaP/ FLovo SLA�3 � � � XC�.ya•T � b 411 GONG. SLaz Wle-o"A(il'-1110,4*10 W.9, F. ovEe 411 �12*vEL Iiw%I- 13/411 . -TY P, - pole A.4r-+oo boLT L Oca.-7 Io*4 ToP/ FbQ, I,44LL 57L, 01-011 ± lop/ FDN , N'o%0 EL, - o'- 8 1' ± I07C-i4 FOJNQA-71oio 8 rote two A.80VF- 11 11_llu l , q1, -211 IA1_, 00 ,- 4 u I ALTERNATE FOUNDATION PLAN ( FORM CONCRETE) SECTION " B " ScA.L E 1/4 REAR Z11 a N X. 4\Luty . R� E ��.LOusis - / PICTURE h11a.JI5oW i?,G, sL4">rZ'-�Il -- o d L -_ RIGHT_ SIDE r LEFT SIDE E L E V A T I 0 N S S c aLa I/B'' = 1'-01' -Tr=M rve CORM :` *%Ks AkTo W.w,P. IT Z-*4 RoGS I SM&gE Fol?T/) BOAJ?t S *I`rTEi2 Cork, S E75 141-01' 5L #1 411 ,a,rIL4{olz �LI� - NP. — I" ca plc. SLAB W/ L' <`' - lox I I _ 0 1 ¢u �e.v�L �+•s� = .� Ty P. _ ! AEI c ACID Ie LT _ LocA.710Q O -' O N r ToP/cafilc, EL , s FOUNDATION PLAN ( TURNED DOWN SLAB ) SECTION "A" Se -A► E 1/411 I1_011 235 * SQL F Ss.&L *SP�aL-r 541riC Ll:s SµI�Ic�L� MOULD - I'� x 611 IPAkE I3 D , — slelNc� MbTAL aeHm 5 — 9/it-1/o'{=710wA.L 6Iar.?4�1E �R +�arRQ�ae.kD SIPIr1C� W/ l0'/4" �xPosED L — C�RtaDE FRONT ELEVATION ScAL� 1/4 11 • I'-b° P- 2015 ,-W EET -ro7A.L } OTE s IF iN?E►NoR �JWISP IS usED At) t) 2 °,. 4'I S T u D f' P� LaC k l ►•lC -- ,aT Ea�N col2Nee -2" x 4" S7 � t TYPICAL CORNER DETAIL 3C 5r-ALE 11/211 = 1 -v. TI Ll m, rl PANEL �IE1,�H7 u3 T s n 6` = s = _s C PAN+=L col N T o C ' = n a = 1I P44D, � s�7 N41I 4 2 i1X (oI' A%LE END RbFT � 2' x 411 "I L1rzrz ---- 21 A � I; 44% aiiLrs r H4 57U t) (Z--; 16" 0,C , GABLE END RAKE DETAIL "W" Gca.LE Ilh` = 11-oll lyz'1 L2'-8%2°I �v-ilvlszi L) brSI7bzq N1-1.31 ub'`li v ��I ,V-) sarlz Nz 2'' x Cop R LO c I<H-t 1"K ell Fti<cIA. E�D, 1'I )cloll SoFF ► 7 P5D i Slol�c� �oi. ,,bxIIL I La t A- pli L��4L �►,i4EL � II' SIDIING Mall• -ER tux(ou 6i,&BLIE F-ub kaF7Le �1 0 12o11 1 I�1; lb"I�oI' j Ib1, 1 1(," � 1/l n - ---- -- -- --- -- ---- 321'>< 41i -TOP PL*7E 4" s AS �EQID. SgE SEc-TIoN 4c , 4D 21l,c41' CRIPPLE K,461,° SIDE Il� it 9' • 4 '/i l' I La F405-Pe 3L'- I 2�La �8'I �17 Fl"-L FI F�a L 2-2°x121' HEabEf:s — 2i1,,4" 17ubs 2/e x 6/s s PaN �. L z) n z x411 bwz> 'C70 P I"x 411 Tell 1�21c.i< MOULD / SIhING� SERVICE DOOR JAMB DETAIL 3B z V a* _ x N N N II LA c b.RA41t fire oV EL'1-4., v L�2 4 1- S'/4 I► II -'J" I'll t� T PW w 211,c 41, SUI2�2oUND 76 , � oL l t+ pmo&; I �4rj 2•���x�u SIP149 —F 7 AT 21.-7RQM OVERHEAD DOOR JAMB TE C7R�aTEp� DETAIL 3A P - 2015 �I-IEET 3 ToTa � 4 p Rbo GO�IS RWC 16iJ �5� 5 F ��5� EL�►S �4-�s T S•�It-� �5 fi, �'��q 2 x!i 24 0-c, ewF' Rib.F?L� % \ -- 14x2li 'MA! LE k _ � Co i�t� � N Flo i15 1",sb" SoF�17 dl_UMI�-41JM FbiL- Iz 1i21zo N�aL NAP-b 8o4.kt) SI D�tJC� 04/ to /4" E�e- +OIF-D t �Ji7l V 11 211x n p Its" a,c S7U0 - V211 � k W 13o L-r 211x 4 " �o- Tp � . - ( -T IZE I►7- E l'� 2" X 4'' TiE ATE - Zux 4" 7oP P Tt 211x6N �6)40o,c, P,�TER DES 7/e,.m4c . r= Lev. d �%& � � 4"(* � - 611 cc+4c , MALL - I Co" x e N e'0.4 c, F7. SECTION 114A"� o med foundation sc*.LE I/.z = 1'-01' Bo AJ2 b Zx 4" �apLE Ei4b -S7atb ip SIpl�lc� fck MOULD _ 21�4►'TEE 211x 411 2 "x411-5URPOLL+4 b = S�� �o+•IA.L c�AR►�� 0 SECTION "4 C" turned down slab 5 cE 1/4 " = I'-o u 2nx+" clxeLr.. Et4tz sTur� 16" .c , 211x4' 7r= ATE ?.Z'x45/en SIT► 5�cr, in - 2''x4" Sll�Rou�D IG IG NloLl L D S 4l 1'� SPACE° X-411 sccr owA.L C�,de�lE t>W 2 STOP lboi2 4 v, � v SECTION "41)" formed foundation s �� �� Sc,'L" E 3/4A= 1'-0 SECTION 4B turned down slab Ic a, L r /2 - I'—c u i I. --- - ---- - --- - I--- --- "-- --- ----- --- --- 6'7i W a. I.-- --- - -- -- --- - -- --- - ----- - - -- ---�- -- (`JQ r 1 I E 1 .,. f - ---- --- -- - ----- ---- I S kt k ti al 1 ,-- _,-- .... ___ _ _ 9 . f 0 144)1 � i - - - _ Ii: If I `