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2003-596 (2) ."v r y. f o 3- S9 RECEIVED �Ut292003 - _ °'d'O�W,V�OF Q13EENSf3iJE$Y ILDI VG AND CODE 1G a-c.- 6AV'f- /� GC- .. -�: _' '"i --^- _ ��r ice..... - �d �✓ :� 2� 3 Jow r i� ate ` i - r f • t li0�= 6 /3' r t fps f Sir- I } + t LUMBER Mj WC RK LISTt Instructions: RA GE I 1. Study the plan thoroughly. Be sure to check your local code require is � �/ 2 AR A Qtfarttfty Size Description . Board Feet and if required obtain a building permit. Omit steps 2 through 9 if sl 4 I - is poured by contractor. C1 �9rL 1 Pc. 2x4 IV Treated Wall Plate 9 2. Locate the garage on your lot to conform to local code requirements. i i 5 PCs. 2x4 - 12--' Treated Wall Plate � 40 Such as side and rear lot set backs. Allow enough room for easy entra e, OFTi 1 PC. 2x4- 8' Treated WalI Plate 15 exit or turn around. WIT $ PCs. 2x4 8' Precut Stud; 416 3. Stake out the foundation carefully be ore all corners are square, di Hal 5 PCs, 2x4 - 14s+s $tads, Gable 47 ' measurement should be equal. Remember that the dimensions on the pl 7 PCs. 2x4 14' Wall Plates 65 `„ r i are to outside of concrete and face of studs. - 4. Dig trench for foundation wall and footing, Bottom of trench to exte 7 PCs. f 2x4 12' Wall Plates 56 6 below local frost line. Call Building Inspector to check location , n y 1 P�. 2x4 - 8' VYPII Plates 5 and trenches before pouring concrete. f �Ki,[� /`T t e 6 PCs. 2x4 - 14"' Cripple Studs 56 s 5. Pour concrete footingat bottom of trence 8"high• Provide key in foot '` �i �� 4 PCs. 2x12-10 geoder over Door „ 80 y g „ g ng9 e • s� ��� Z 7 ;�F, 2 PCs. 2x4 - .B� Header 11,�.-. b inserting 2x4 in center of footing for le ht of trench. Remove ' s ,ry _ 4 PCs. i 2x4 - 10 Blocking over Garage Door .. 27 2"x4" after concrete is set. i t: ✓� � �' �. l - 6. Form both sides of concrete foundation wall from top of footing to a I 8 PCs. 1x4 - 12'. Corner Bracesw 24 _ height 8" above established grade. Call Building Inspector to check \a-��- -` ` " 2x6 - 10' Garage Door Hardware Surround 60 9 s 9 Pe n •s 6 Pcs. wall forms before pouring concrete. }. Ali 8 PCs. f 2x12-12," tGirder • •• 192" 2 PCs. 6 - 12' Girder Plate ^ 24 Have local electrical contractor install conduit for electrical service,., r before concrete is poured. ! 9 20 PCs. 8 - 12 Floor Joists 320 . .. ,- "' 4 Pcs. 2x8 * 10' Floor Joists & Header 53 i r ,f` t ••, 2 Pcs. 2x8 - 14' Box Sill _ 37 " After forms are in place and securely braced, pour readymix concrete : f. to the top of forms. Spading to insure total compaction and that all j /► F 2 PCs. 2x8- 12' Box Sill 32 f \ . 10 PCs. 4'x8'-3/4" T&G Plywood Floor 320 Sq. Ft. voids are filled: r Y h 7. Set anchor bolts.in concrete located as shown on foundation plans �, i ,�- • 6 PCs. 2x6 -.14' Rafter Tie 84 ' r . ;,,,�-,-•�1-3,14 .in from edge Qf concrete and extending at least 2 1/2 abode_ p�, • � -w, ,_e � 12 PCs. 2x4 14 Loft Wall Plates_.-_��.____._,,. _„�,1.12.-s,. of concrete. Space two bolts per plate minimum. '�-` 6 PCs. 2x4 - 12' Loft Wall Plates 48• 8. Remove forms after concrete has set. Backfill around exterior of walls 12 PCs. ' 2x4 - 12' Loft Studs �96 �y 128 r with soil. Inferior of foundation should be backfilled with gravel to in 24 PCs. 2x4 - 8' Loft Studs 12" from top of foundation wall. I I I ® ")I. ' ' I 12 PCs. 2x4 - 14' Loft Gabled Studs(cut) 112 y ✓y 9. Use 4"gravel fill over entire floor area and tamp to within b"of top _ --- i t 2 PCs. 2x6 - 14 Rafter Ledger r� 28 �F , of roar foundation wall and 8"of top at front to provide 2" patch for 'r _ 2x6 - 16' Clerestory Header 3 s _ ` - _ 2 PCs. Y w -8'" •_ v d floor slab. Pour concrete floor slab to thickness as shown on drawing, 2xb - 8' Stair Header t 8 _ I {y If desired use 6"x6" 110 welded wire fabric reinforcing in the floor sl �i- =7 ,�- 1 1 I j 42 Pcs• 2x6 - 16'� Rafters 6}�2 " *r ag 10. Place 2"x4"treated bottom plate on top of bolts with edge of 2"x4" T r_ r 30 PCs 4'x6'-1/`2"'qDX 24/0,Plywood Roof Sheaihin$ 960Sq Ft� F . 4. flush with outside face of concrete and tap with a hammer over each !148 L F: 'Gable Shjngle Mold bolt to locate position of bolt holes. Drill 3/4 dial holes in bottom �i I lx8 -Fascia &-Rake =99 I t ,� I �j�'' I ( rrF 148 L ` plate. Check by placing 2x4 over bolts and be sure that edge of 2x4 I ( E i 'i,c,' I I (1 I Soffit ` i( � I - I i I ,,,M 28 L F.~:: �. 1x$.,.f-. � r'I' 19t � is flush with face of concrete. �� I,Ii! j 8_Pes. eux960-3/8 Exterior Plywood Soffit *32 Sq.-Ft. ` u, i' I +l' �... F • : r7 Pcs. 16"x96"-3/8" Exterior Plywood Soffit,..- : +r 75 Sq. Ft '?4 . NOTE:Note that the walls are toyed out in at least two panels each. 32 Pcs. 4'x9"-5/g" Plywood Panel Siding with ,,, ! . This hm been done for ease of handling the pre-assembled walls. v ( ' l "� . Vertical Grooves 4"-p es 1152 Ftr v / - t - r, = r I a ( », unrtinum Fgil.Kce�f#�Fgper z.. Begin construction by assembling wall panels A, B, C and D, an the ` ^"+ � � , . concrete garageslobe. Assemble all four panels before tilting them up! F. Is1 Y // �,• :. - In� jtlOn�.- _ ^� - t \' 1 I \\ �� \I'lll :�� I `� -'1•-\ , '1 .I IINt (`� ll� .-••se+ 5 pert si e y si e.a nor positron o x on ce - a < ...1 0"x72"t�rG1cets C r= '• affelrle as shown on panel elevation drawing(note that the first stud space on jf.. ;t ^ r-yr'IVE �,�, , j l " , . t �t rs 5 1/ "tt 1 ° A niog.Sa- ow RC each end of panels is measured from the outside face of stud to the ! 2 Q/Ox7�n Sectional u Ove�.CeStt ,,�� ,� r cut' + /0 17 center line of the next stud). Assemble wall section'"A" using p e- -.; - 3 �I / �` Door with track and all nacesssplar�,;; •) 0 2003 2'x4'studs 7'-8 5/8"_long. Nail through top and bottom plates into J U L w t i ;R. ,�` _ � '�,,,�. hardware studs using two 16 pen' nails at each connection. „ „ 2/8x618-1.3/$-Geroge Service Door Flexh.1 , �. 12. Let-in bracing. Check panels for squareness. Lay the 1 x4 corner brace '. �'-� -• ( ""' ®YJ�i Or O`'=-";S l" on ganef outer'Corner Pt top anel down to bottom plate at"a 45 degree r - 64 LFt lx4 Door Jambs _, Y P a �I �I f `_ le. Mark 1"x4" position on-each stud. With our circular power." ! _ , . L.F. , rick Mold Cipg ;r1 ` - 64 saw cut into stud 3/4" aheach mark. Using a chisel and hammer krwcft " ,f; ` _ -64 L.F. Door Stop �r ' out the piece of wood leaving a 3/4" recess into which you place the: _ F. 54 L.F 1x6 Window Trim 'f �-r� 38 F I'x4'corner brace and nail with two 8 penny.naiIs at each stud and 1 `" ..aR..,� 32 L.F. 1x4 Window Trim top and bottom plate. 48 L.F. lx4 Comer Board �'< 1 zR_ 6 Repeat steps 10 and 11 for Panels "B" "C" and "D" 56 L.F. ._lx3, Corner Board & TrtrR��i 1 P r _ 23. Nail and glue 3/4"plywood floor to 2"x8" joists.'Stagger joints of Neill Schedule For Structural Members 2 pc;, 2x12-14' Stair Stri. r 56 r1q, n8e r ' j . r e< N 3 Now that you have the first four wal;hpgnels.aswmbled you can start, _ plywood so that joints on adjoining sheets do not occur on the some 3 Pcs: 2x10�14'• Stair Treads rf .`- -•. 70 the erection of the walls..Tilt up parcel*IA".and place it in position ) joists. Nail 8 penny roils 6"on center on panel edges and 10"on cen+c:r " over the anchor bolts. erpca pariel segserely with 2"x4"bravo to fat`intermediate joists. Number&Type Spacing 1 Pe. 2x4 - IS' Stair Post(Cut) 12 g 24. tJow that your deck is in place you have a good working surface on Description of Building Materials of of 3 PCs. 2x4 - 14' Stair Railing & Blkirtp 28 t sly ti- ground,stakg. Platy washer.and nut on anchor bolts and ti hten do Fastener �. Fasteners panel. follow same procedure for panels "B", "C"and "D". s v✓hich to work. It is suggested that you build the two gable panels ar,; 104 L.F. . - 1x4 Loft Railing 35 „-- +.. • ,• 14.'Add four 2x4 studs for beom•su t tight to iha end am I D". -. _ �_. ... . - Top or sate plate to eb R` ,.. 246d -- �---- PPa 8 P four last panel:en the deck. Raise them into pbmb position and bran• - - - --- -�- ' Stud to sole plate,toe nail, 4.8d or 3.16d t i Repeat instructions numbers 10, 11, 12 for the assembly and erection f Doubled studs,face ndil 16d 24"0C. `NAILS ! of panels E and F. # Add two 2 xb header above stair and 2x4 studs above stair nin � Doubled top plates, nail 16d '� 16"o.c.' 3 lbs. 20d Common Nails Goofed � 15. As panels are erected you can add the 2 x4 tie plate. Lap at cornners Nall 2 x6 continuous rafter I er In lace for support of lower roc Top-plates,taps and-intersections, 216d _ 16d Common Nails Cowed as shown on wall framing elevations. Pail with 16 penny nails 24" rafters. Pface nail 19 lbw: on Pater. 25. Cutting rafters is simplified by using the diagram provided on the p"In Continued header,two feces Ibe. 10d Common Nails Coated 16. Assemble and erect front wall nets G Hand J. Following rut;vctirs p 16d 16=D.C.oe. 6 lbs. 8d Common Nails Coated .` ' p° ng Layout and cut a rafter to size and check for accuracy. (Be sure t usz along each edge �• `r* t numbers 10, 11, 12. Y Y' 14 lbs. 8d Galvanized Siding Nails` •�-• • the same rafter as a pattern to make all additional rafters). Ceiling joists to plate,toe nail 2-16d 24 lbs. ? 1 1/4" Glovanized Roofing N911% 17, Assemble garage door header using two 2"x12" cut to 9'-4 1/2" long.t 26. Erect and nail the lower roof rafters in place. Be sure rafters are lumb. P Continuous header to stud, 4-8d 4 lbs. trash Nails - � Nailed together with 20 penny nails. { Following the some procedure out and erect the upper roof rafters. toe nail - �• - 18. Nail 2x4 cripple each side of door opening, g framing g 1 pa 4 � � a .„. 27. Add 2"x4" able studs as shown on frami elevations to lower roof Ceiling Dist, taps over partitions, 316d 1 Pr. 3 i "x3 1 " oar Butts 19. Lift assewiAed header into position and rest on cripples and npil to 1 gables. Add 2"x6" blocking for gable end overhang. face nail _ ) Key'ln Knob Cylinde► Ioekset , panel studs using 1 • nny nails. 28. Apply aluminum coated Kraft paper over outside stud wall if desired. Ceiling joist to parallel taffeta, 316d 22 1A"dial x 12" Anchor Bolts with Nuts and = t PI P 9 P 4 i°9 ng /z P P g Rafter to plate,toe nail 2-16d - Washers r '` 20. Add 25c4"tie to to of remaiain wall coals. Nail 2""6"ga a Start sidi about 1 "below to of foundation. To ed a can be nailed face reel ` . �_ door hardware surround to inside face of cripples. into 2x4 at top. Nail siding.with 8 penny non corrosive siding or casino r 6714 S.F. 6"x6"-#10 Wire Mesh 21. Make certain that all Girder posts and girder columns are in position. nails space 6"on center at panel edges and 12"on center at intermediate Built-up corner studs 16d " 30' D.C. t i• w - ZONCRETE NDATION Assemble Binder using fou►2"x12", joints of wood girder members studs. Add any other framing necessary as shown on plan. Add '2" flashing 32 o C.at top s &bottom& (Wol l Hof ured at 3'-4" High) _ should be over column supports with splice plates about 2'-0" long ' where indicated. Built-up girder and beams 20d staggered 2.2t>d 3 1/2 Cu. Concrete for Footing �*t' i nailed to each side, Nail girder together with two 20 Penney nails at 29. Apply 1/2" plywood sheathing over roof rafters starting at the bottom of at ends&at ea. lls each end. Stagger hail 20 penny nails 32"on center along top and ( the rafter. Stagger joints of roof sheathing so that joints on adjoining splice 8 CV. Yd ( Concrete for Floor 7 Cu. Y Concrete for Floor bottom of header an both sides. Raise assembled girder into position oJer,, sheets do not occur•on the same rafter. Check plan carefully to find 4,''' s C Posts. After girder is in position and level fasten to column plate s out how far roof sheathing should extend out at gable ends." Spacing Of Fasteners with lag screws. Nail 2"x6" plate to top of girder. Description of Description of intermediate I 22. Lay 2"x8" loft floor joists 16"on center spanning from rear wall across) Apply 1"x8"fascia and 3/8" plywood soffit. Building Materials Fasteners edges supports center girder. The joist end should be set back 1 1/2" from outside fa 30. Apply roof shingles(over felt if desired). Follow manufacturer's of rear wall to allow for the box sill. Note that the first joist space is instructions in bundle. Extend shingles 3/4" beyond face of trim board; roof and wall sheathing to frarne: ;NATIONAL PLAN SERVICE, INC., measured from the outside face of joist to the center line of the next 11 and exc s of shingles should be cut from inside only in order to maintain I inch-ifs inch 6d 6" 12" -# joist. Nail joists with 16 penny nails to top plate and girder. Double joists. a trim appearing edge. - 7 1 staple 16ga. at stair opening. Add 2"x8"box sill, along rear wall. ! 31. Trim out door opening with jambs and casing. Build stair as detailed r i This plan has been prepared to meet ro- t i plan. Install windows with bottom sill resting on 2'x4 sill late. OtherwalJ sheathing P P P p i� 09 P „ P SHEET NO. Place 2"x6' rafter ties 48" on center spanning from front wall to girder.- 32. Trim eaves and corners. Install doors. t - lye"Fiberboard Sheathing 1%"galvanized 3" 6"^-^� - fessional standards of construction. A - Rafter ties and floor Joists should I each other b a minimum of 4'. toe, 33. Install garage overhead door following the manufacturer's instructions �, roofing Hall , it + f i lop y # careful study of plan instructions and TOTAL `J { nail rafter ties to wall and irder, and side roil to floor joists, Add 2 8, included with the door ck 6dcommon nail �` g' joists, p° ate• deple16ga1%11long dimensions is advised before starting work solid blocking between floor joists under center partition, .,r I >r ° 34. Piint or stain siding and trite as desired. _ PROJECT PLAN NO. P-2O24 TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on oUr limited examination, Compliance with our Comments shall --- not be construed as indicating the plans and specificabons are In full compliance with the Building Codes of New Yolk State. NoncE FOAM INSULATION MUST BE COVERED BY A 15 MINUTE THERMAL. BAR�' TOWN Or QUEENS-%" � BUILDING C D REVIEWED B DATE KW Iii Vie MUST BE COVERED BY NON-COMBUSTIBLE BARRIER e4 ' ":�j Ln }I wa„Tre. s • C 41. 1jj t , l a r ( ROOF RAFTER DIM M DIAGR' EN >> , mum 4L x n e r. I k..• N� M . De _ —7 s W _� _ �}_ Z NX 41' F� lU -'� Al 6rADE R Sy(moo k T ,&t al-till 3 o� Ifs � I� q /4 5 -9� � W z - _. _ � , 4 • -_L ,_- �•. W 7717 IL 8�M StGTI` Pmht�baQ�1xol+Zdltf? _ Y...f ,.. �U1/ r� - ♦ ZNK`� I�I�DM�Ir/ I; �Ylt 'S �'i 9 �k�2 L�GaP�R LENc�HT I.4 9 -4 Z .�e1t LEN NT I-'tJ� 3,►� i V—Pi LOFT FLOOR � . PLAN FIRST FLOOR PLAN _ SHEET 4 � � P-2024 sC.s IS - V4n 1�-0" - �4s.Lr /4 = 1'-0 r TOTAL S lis pL.ATG� L 'y r l csL qoo F e-Ow'%T 4 u c T l oi.l ex v" c"Ls �Wb UrTkk • TY�I cA.L kph' - e' ca�lsfi hLc� to t�1 _ SIN L� �rouLb Y 1 j 9 — 2� x m�' hLockl�� ;14" o>�L,b *olblW _ lopIro �o,c, sNlt�cLs htoUlp � �u„dll Z- II , o 1 ,I Nt� x4 STLb1I` O,C M m -. I I'�-Y1b SIT - So I` Zp. I1Lh �i-�D Zx (oNa '�a o.C., 4p Wit 12 L�, _ o halo. bEro.lL, _ - _ - ? Scr►L�. 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