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1988-186Instructions: 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 comers 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 `�+► e, j 10' �- SLOPE TOWARD DOOR \ FOR DRAINAGE 6 x6" REINFORCING MESH \ 4" CONCRETE 4 y ci ' HOLD DOWN BOLTS (� —,--' GRAVEL ! I L1 y 1 TO 6" BELOW FROST LINE, IF REQUIRED 5. Build forms for the concrete slab, using 2" lumber. Set top of 2" form board to desired floor height and level. Inside face of form boards must line up exactly with "string lines" set at proper building dimensions. Brace securely. This is very important to keep forms from pushing out when concrete is poured. Use a gravel fill and tamp to within 4" of the top of form boards. 6. Call building inspector to check location and trenches before pouring concrete. Note: At least two 1/2" (or 14) reinforcing bars in perimeter makes a better job. Using wire mesh in floor slab minimizes cracking. Have local electrical contractor install conduit under slab for electrical service. 7. Pour readymix concrete completely filling forms. Surface and level with a long straight board and trowel . 8. Set anchor bolts (see foundation plan) 1 3/4" in from edge of concrete and extending at least VF" above surface. 9. After concrete has set place 2x4 bottom plate on top of bolts with edge of 2x4 flush with outside face of concrete, and tap with a hammer over each bolt to locate position of bolt holes. Drill a 3/4" hole in bottom plate to fit over bolts. Check by placing 2x4 plate over bolts and be sure that edge of 2x4 is flush with face of concrete. NOTE: Note that the walls are layed out in at least two panels each. This has been done for ease of handling the pre -assembled walls. FRAME CONSTRUCTION Begin construction by assembling wall panel, A, B, C and D, on the concrete garage slab See Nailing Schedule on Plan Assemble all four panels before tilting them up into position. 10. Lay the predrilled 2"x4" bottom plate and one 2"x4" top plate 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 space 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"44" studs 7'-8 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 angle. 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", "C" and "D". 12. Now that you have the first four 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 securely with 2"x4" brace to ground stake. Place washer and nut on anchor bolts and tighten down panel . Follow same procedure for panels "B", "C" and "D" . I111111A� r%� 4 • TOP 2x4 ADDED AFTER WALL IS IN PLACE 13. 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" tie 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 together with tv,, 16 penny nails at each end Stagger nail 16 penny nails 32" o.c. along top and bottom 16. Nail 2"x4" cripples at each side of door opening. Lift ass( of header on both side. and rest on cripples and nail to panel studs using 16 penny to inside face of cripples (see garage door jamb detail). nbled header Into position 17. Add 2"x4" tie plate to top remaining R t panels. c Nail hardware surround a *after ties approximately 4'-0" o.c. a oss top plates milsn arm f ol;J �t erSiott he rafters, Ter rom below.` �ol++�� 2 CAR GARAGE 19. Cuttingrafters is simplified by following the rafter diagram provided on the plan. Layout and cut two rafters to size and set in place to check for accuracy. (Be sure to use the same rafter as a pattern to make all additional rafters). RIDGEBOARD RAFTER PLATE CHECK 'RAFTER END CUT WITH STUD-+ PLUMB BOB 20. Erect and "tack -nail" the end rafters in place and brace temporarily. 10 or 12 feet from the gable end erect a second set of rafters. Slip the ridge board into position and support at each end with a 2"x4" stud. Be sure ridge board is level, rafters are plumb. The remaining rafters can now be put in place. Nail collar ties to rafters. Before nailing the rafter ties in place we suggest that you check your garage door hardware manufacturers instructions as well as your automatic garage door opener instruction for the minimum clearance required from top of the garage door opening to the bottom of the rafter ties. It may require that the first two rafter ties at the front of the garage be set up off of the top plate in order to gain the clearance required (see diagram below). Plate Line Check manufacturer' instructions for minimum clearance required for garage door hardware and automatic door open) Raise rafter ties for additional clearance if required rafters m they are level at center of span. Add ties to sides of n to rafter ties and fasten in place, I► II qn ers from rafters dow 21. Add 2x4 gable studs, gable end blocking and any other framing necessary, as shown on plan. 22. Apply 2" plywood sheathing over roof rafters starting at the bottom of the rafter. Stagger joints of roof sheathing so that joints on adjoining sheets do not occur on the same rafter. 23. Apply roof shingles (over roofing felt). Follow manufacturer's instructions in bundle. Extend shingles 3/4" beyond face of trim board, and excess of shingles should be cut from inside only in order to maintain a trim appearing edge. 24. Trim out door opening with iambs and casing. 25. Apply aluminum coated Kraft paper over outside stud wall if desired. Start siding about z" below top of foundation. Top edge can be nailed into 2x4 at top. N_oil. siding with 8 penny non corrosive siding or casing nails spaced 6" on center at panel edges and 12" on center at intermediate studs. 26. Trim eaves and corners. Install service door. 27. Install garage door following the manufacturer's instructions included with door package. 28. Paint or stain siding and trim as desired. MATERIAL LIST 1 Pc. 2x4 - 14' Treated Wall Plates 9 .4 6 PCs. 2x4 - 12' Treated Wall Plates 48 72 PCs. 2x4 - 8' Precut Wall Studs 384 4 PCs. 2x4 - 16' Wall Plates 43 1 Pc. 2x4 - 14' Wall Plates 9 6 PCs. 2x4 - 12' Wall Plates 48 4 PCs. 2x4 - 8' Wall Plates 21 2 PCs. 2x12-18' Header over Garage Door 72 2 PCs. 2x4 - 8' Header over Sash and Door 11 1 Pc. 2x4 - 16' Blocking over Garage Door 11 6 PCs. 2x4 - 8' Cripple Studs 32 6 PCs. 1x4 - 12' Diagonal Comer Brace 24 2 Pa. 2x6 - 16' Garage Door Hardware Surround 32 5 PCs. 2x6 - 14' Rafter Ties 70 5 PCs. 2x6 - 10' Rafter Ties 50 2 PCs. 1x6 - 10' Rafter Tie Splice Plate 10 26 PCs. 2x8 - 14' Rafters 485 2 PCs. 1x10-14' Ridge Board 23 3 PCs. 1x4 - 10' Hangers, Cut 10 11 PCs. 1x6 - 10' Collar Ties 55 12 PCs. 2x4 - 10' Gable Studs 80 23 PCs. 4'x8'-1/2" C-D Exterior Plywood Roof Sheathing 736 Sq. Ft. 4 PCs. Ix6 - 14' Rake Fascia 28 12 PCs. 1x8 - 14' Fascia Soffit and Gable Soffit 112 1 Metal Roof Vent (Optional) - 2 Rolls 15# Roofing Felt - 7 2/3 Sqs. 235# Asphalt Shingles - 1 16'0"x7'0" Sectional Up and Over Garage Door Track and all necessary hardware - 1 2'8"x6'8"l 3/8" Garage Service Door - 2 1'10"x27'-1/2" R.O. Garage Slip Head Window Unit - 48 L.F. lx4 Door Jambs 16 48 L.F. Brick Mold Casing - 48 L.F. Door Stop - 2 Rolls 36" Wide Aluminum Foil Kraft Paper - 1 1-,1 - 10' Gable End Drop 7 24 PCs. 4'x8'-5/8" Plywood Panel Siding with Vertical Grooves 8" o.c. 768 Sq. Ft. 50 L.F. "Z" Flashing - NAILS 25 lbs. 16d Common Nails Coated - 14 lbs. 8d Common Nails Coated - 12 lbs. 8d Galvanized Siding Nails - 12 lbs. 1 1/4" Galvanized Roofing Nails - 3 lbs. 8d Finish Nails - 1 Pr. 3 1/2"x3 1/2" Door Butts - 1 Key In Knob Cylinder Lockset - 11 Cu. Yds. Concrete Slab Foundation and Floor. Concrete figures based upon level site conditions with Gravel Base - 21 1/2" dia. x 12" Anchor Bolts with Nuts 8 Washers 580 S.F. 6"x6"-I0# Wire Mesh - 200 L.F. 1/2" Dia. Reinforcing Bars - OPTIONAL FOR ALTERNATE FORMED FOUNDATION (Wall Height Figured at 3'-4" High) 3 Cu. Yds. Readymix Concrete for Footing 8 Cu. Yds. Readymix Concrete for War Is 7 Cu. Yds. Readymix Concrete for Floors - DEDUCT FOR 24" ON CENTER WALL FRAMING Note: If 2x4 - 24" on center Framing is to be used deduct the following two items. 20 PCs. 2x4 - 8' Precut Studs 107 4 PCs. 2x4 - 8' Gable Studs 21 OPTIONAL 24 PCs. 4`30-1/2" Insulating Sheathing - —am 768 Sq. Ft. 9 lbs. 1 1/2" Galvanized Sheathing Nails - NATIONAL PLAN SERA"ICE , INC. This plan has been prepared to meet pro- SHEET NO. 1 fessional standards of construction. A careful study of plan instructions and r TOTAL 4 dimensions is advised before starting work. andi nai tl in OCe t0 ntI �aCe �atfo�m ..��r ►�V p p PROJECT PLAN NO. P�2026 Zd1- O' ZAI-O,I i vI 51-`i) SL411 1-A 51-4t1 I 811 51-4� 51 ' 4� 1� 4p �,_�t1 51 41I I u --:--T TIT pp of FoUNDA-T1 N ELEVATION t �'� + 4- t t t -4 -� _o C .t N } awl ao p,rJGHOR DOLTS CTYPICAL� ° GAF�AGE FLOOR -" - T4 ( m TOP Of= SL&5 a a to WcnUNEXCAVATED U 1..1/ TURNED DOWN = f 4" GRAVEL 5A'&E W/ _ FOaTINc31 AT EDGES W/ II CoNG, SL.Ad W/ ��k for Ala' W.W.Nt , Q 1-/i GRP+VEL bA3E N � cs�►R =� Ar JCHC)K BO.L-M t In 1-44(TY , FOR' eve., X 12t1 t!1 P.NCHOR BOLT PROJECTION �� TEMPORARY = t LocA.TION _ I I� FORM _r - - I.- 134�(TYPI C.A.L) RoR t T O WGRPDE _ — _ + N 0 90 t L GN �1�ISO LT v �I - N co _ to 4� J W < v p g" G WIA��. c OD inJ1 o o O LA • • a o _ 0.0 4- + A • RENFORC I NG RoD S ,O 0 0 a- W 8 0 ao 11 - 0 R EMOVE FORM BoA2us N t Ifo I `9 AFTER COW-It"t SM 111 POOR op'A ELEV-O-211 I I - I TOP/SLAB UZ-V• AT s o NoTGH lo" FoR DOOR AB�/E — - — - _ =4 -i _ — ♦ r-loTE' SHIM- GROUT UNDER WALL 4I-01 811 O8%11 i -CII EN ' ^� i 1 /ENO 20N"1 I.JAL ELEv/ToP FDhAT NOTGN ELEV. -O R 12 C ED, 241-on II►I 1�-2'1 S'-II11 .�-- 4T 3 T, o. G . _ 2 ",c 8" 6a PSI- 1wJd P 1 II RaF7F-R 1°,c��� ,n �I 5i Ar FOUNDATION PLAN (turned down slab) C,&ULK _ E uorm al G�,r3�s Ewa SYU�S e Cioncre e E SIPINC�+ �-u- il! GAI--E 1�411= I1 1 SEE ex� ioN 4 B) #SELF A-�PHAL7 `3NIN6LES ►-1 E"rAL Roo F � V E,JT�OPTION�L� i �i i I i RIGHT SIDE ELE Ri 'RLE�111 ROOF DESIGN LOADS �p 165. - LI\/F- LOA-0 1 O 1 b 5. - DEAD LOAD IqX roq RAKE eRD S L. � P I} i<ie•o 1 4R Ay E SaS H LEFT ELEVATION SLIP NEAC> G,�2a..GE sA.SN II R•o• 11-1011�•2IL- 71/8 "z'� F�aSN I t-IG) I Coy - o�� x 1r-�" gEGTIOIVAL O ootL � t2�d 16 FRONT ELEVATION S cA.LE Il4u= 0- 0" t+' x 4" cor�NE BOARDS 540 PLYw000 51DING W / GRooVEs @SItO.C. -0 It C.0kasis %4 =fsl SHEET 2 P-2-026 TOTAL 4 1 1 1 . 1 - R 1 - 2- e-n x411 I/41I -SHIM SF.�c,E �� 3Lb�'+d. wollo 8 Door aatl nix I,z POOR STOP 54nis. =io IIIX 411 TRIM :a-3d=1 O1Ni BRICK MOULD alaN7LoN '� Nl��fb9 51DIN& dNIM NtXnI SERVICE DOOR JAMB DETAIL 3C >~scALE II/tIl r� I'-pN 31`d1d �1111�x� -n I D ►� ro t I rn N` r 7 < IT ZA F ZAZ 0Z�s F IRZO '-�➢m zz ". Z mC r C. A \n 0 x._.� -i - � x - -� 4 Z m v rj IF 7--0 � r -i m r* ➢r �1 pZm Z0 FA� •�t3 ��Z L4 8 Yn7 7N` 4d - _ nall -MFT c Ix,11 -ZT II 241- 0 I ZI- O I I 1 LI- pal f�a K Bu x 13/8I Door - J - - — — CORNER oETAJL �g \tv SERVICE DOOIZ v JAMB DETAIL 3G t (n 0u ",G"RAMIlt "TIES � -q'-OM O,C, 0 I- Q - � N I TU R N A J CONSTRUCTIpN SNI ANIR GRBUT N O W UNDER l.� cs`L FAN&- S AL.r�1JC� fr� 2EmV ,p rl FCDNT �S Q IN � DETAI L 3 A � 2� x �I� SURR oUND HE.oDEK LENGTH. II �+►NEL *H14 N��►Lo.� �` 12 - - - — �''Y ICE (fit f` ��i<t� 4n ro 4 —� I 11 x 41 cORNEK Boar-,pf CORNER .DETAIL 3B #mac E II/,eII:1'-ou q N v u Cv n 0 = d ul ec w -q 8 ow u Q Nk Nm N 2'' x 0 ��FTT RS,, II n - �T 24 211 x G2 SURROUNP TO 2",K4" i5No 1;0t,-Ic BEI�RINC� S1Uij'* AT ICo"DC, G,^F ^,GE C>00l�� Z*Y,e TIE P,&TI 2°x4" 1,710 pi-v.TF ' Doom STofm� 51 NG t.. t 2",K 4- 5 ET oN t�Gt �ARA�aE I I�K411 fbM, � -r 2''A4" sTuos Vice" oc , 8Rlck moo-;.) - I W Z d �Iaz I/q-II SNIIv) SP�cE 3 - 211 x 41� I 11 BSI pifV � P.�NEL. POINT CTR� 2'Rr=, d.i fsD�)M ATE GARAGE DOOR JAMB DETAIL 3A it --''II 31Il2 sc"A- = ll/tll s II—QA \� 31� II �• I Go IN, 2 I ol-a"1 I' E A A E 2 l.E►•I � T� P-C 026 ISHEET 3 TOTAL 4 11a 2- Ell X4I' ita -tZt It a•t 73 0"A' 191 3ltrtd wolly $ t�ooR aal�J_ npxllZ DOOR STOP 54niq., =io IIIx 411 TRIM 3�d� o1Nl BRICK MOULD Q�H 71oN �, oS SIDINC� Qr11M N�px�t 1 lod N SERVICE DOOR JAMB DETAIL 3C "dd 3i�d dot. x 1•scALE I'/Z'I I' -OW 31`d1d 311'ipx0-7 Z C r� r -K= try Z 0•T�'Y� -- r 24 - o D A 7�-II54 PANEL I m r- IV r b �I)Tj U� N= rn ZA m o N F �o Can_ z➢zZ a 0 Z Ur n -i 10-L r�Drnn z fT� mZ V r � �N c lob I III 71 I ro t-8 8� X 1 "3/81 Door to = I� CORNER DETAIL 315 N SERVICE POOP, z ➢ II .� JAMB DETAIL 3G w a _ SUl z It d � � I4 ',G"RArTER -TIES (E-q'-oM O,C, u �- --- 0 4'- O" s _ _ IL � — ----- NOTE, ==__=_ � _=���i--i-- `NJ U I I i Tu R N E� vow \�N e5 ap w --�. - J CONSTRUCTION SC cROUj Z r' , ro O W UNAt_J2 i-.� v.`L F'A�31C E 3 .�ry F �ar - rn Q 2EmUIrzED�➢�- --____Cip.R, DooRTAMB -� rl _ dolt BURR OIJND DETA! L 3 A - m N W N z X �- %� .11a x x nrw EL"G" HEAL7ER LEND? II �.NEL *HNTit i> 11I xU CORNE2 Bo�.PDf 'q x 40 �I pIN(:I-, CORNER .DETAIL 3B W J Q ul L z WW �9 4 ul W W { ca Q -1© a� �� W p a� m N 3 Z Z 71 _X pC _ o Z d r C -Cl Lv N -IN .v - Z N -'� \`V J Q1 9% . �r n r Q 1L f'T 241i 2u ix cor SURROUND TO Z ZI-I ui., i�' ce. i� ice' i� I�' i� p FNo ok_lo B�eRlrvv o 0 D o 3 u Rr -i r rn rw�31j'� ��F?AGE I7001� (�N z D ZP4 \ 4 TIE f%ArE m n Z U - a Il _. =ml a "- I pooR STor — ,� 2-2 x 12 a � xa l�F ��d�E fovc _ v S1G�xn-mo I 0ARAN%%�E _ - 0 CONTINUOUS Zux I r/ 5 ET ON tpG Pc>o�C W M FEQIIIP.Ep• FOR ��-i°` �1-<MEC� FOUNf4-TON ` o Qirf ,1 �I �l `� flc Z � 711 4 �, STUDS � IQ"' o W Z d J II Y W �j Z 14, SNINj SP�cE 3-?- X4� d _I O i O� JL` C5EE DE'A'L o o - BRICK molt-"D PA:,,.NEL- POINT = W RslzE 16-e x = r!TR�aT�p} GARAGE DOOR JAMB DETAIL 3A 0 31/2 -.C".LE 11/t�I s 11-C R. 4 ►� I �� I� SHEET 3 P-2026 TOTAL 4 EgDE2 LAN G �,¢,rtifyL �kri PIN t4FAW u GI i HALF SIZE DIAGRAM FOR 211 x 811, RAFTER GuT 5&S la C rilP'IENSIONS ARE ROUNpED TO s4EARE5T I/61 SiOTE % UtiE T0154E DIMS1-4- 16I NS FOR CUTTlµ& RbFTER SEu►T IF 1''1." AW EAT HI Nllo K To 1% UtiED i � _ GUT FdR �PF IT 111 X & FASCI A 111 x811 SOFFIT_ 314"Q1IAR7Ert ROUND 5/8" P0-,IooD PANEL, SIDING W/GRor^VES a8'%o FOIL 154•C.KED K R A P T PA rP E R OFTr. 1ux411 L-ET - I N BR AC I N G1 2I1 x-4ll @ IroII c>,c,- STUD W AL I- 211 X411 BOTTOM..) PLATL (TRE ATE D� i I/21I 01A. XCIZII ANCHOR BC L.TS Cr 20o IE lu \9 Z ol 9 nAl i OLTyI n E FADE off► EX7 E R 10 R S T,10 W I"KG' COL-L4R TIES(P IA" ox 211 X 4I TIE PLATE 1 1/ N Zi X4� TOP PLATE 2 0 ~ 0 Or-4 Tll R+UE7 ')OIN 41„&P) 1 60%* 4721.1G7101-1 oI4Ly S G�I.iIH I (oRotuT bl IJKr)ER ALL pd4I:A OL I r< rRou T AS ?EQ µ 1760 , 8 J— QD 2 *- 4 Rlu,"q F, Roos. I I_ou I I_811 SECTION 4A turned down slab 5CALE 1/211=11 011 1 p1' • !0'/$ " 111x10" Rll7&6 50, 1.4y/8'1 2 B5* SELF SF-4r_ ASPHALT' SHINGL- 5 1510 RooFING FEAT' i/2i GD ?R.YWOOP ROoF S�4E,6-TH1NC7 12- . 4 III X 411 HANG.ER-, ,2 8" RaFTSR5a'-2e o.c, If -Ill X ( ' OA II-0" O - C, R AFTER TIES III X Coll SPLICE PLATES BOTH SIDES NOTE " o`4 FoR.�IEO =O;-JNrlaTIoN 60^44TRuCTIOW otilLr: FLoo2 til„eg va?I 94 FRo H O " AT ?EAR 70 -'2"aT ;:WsJT ¢"GO► C-- FL. 1.✓/(0""W-2tIOvWM ZX4II TIE PLATE 2 x411 To I- RL,.%TE TT' stow f t F- -F.v+ 0-C) CUT FOR RIDvE S I � I n►Co �—�--�_. SRIcK Mou I-D IK4u DOOR TRIM 2194" G,dPLF_ EN C) STups Ai Ica" O.G. 70P OF- TIE J=- TF_ ,t'x4" TIF_ PLATE 2.2 x I -A" H Eapr=R - W/ V2" ;rILI-r=R 21'K Co' SURROUND SSC71oKAL 0ooR STOP I I WOWCOQQV6 [;I<, SECTION — 4C turned down slab ScaL.� I'/2l_'I'_pti GI C)INCo (; 2rcr E BRICK MOULD 3 411 G R A �/ E L B,o,SE _Z I/2�I DIAMETER X IZII ANCHOR BOLTS 1 AU Z� 7 WLL LL SECTION 4B formed foundation (optional) SCALE I/211=II-011 0*4" 17R, TRIM -,-P 45GT. la-&Urv6 DR, 2 ",c4" G6J81.E ENO ci%05 p Imo" m.c, .OF OF'2"x4" 7* PLAT E 1 2- 2'xI1'I IiFaQRR HPAV F-1";-r=R "A 41i SURROUND N .lkx4tl � ---&4" DOOR TRIM R %ro P SECTION —4D formed foundation s c,d L E I V21I :I' -o" �7 SHEET 4 Ps-2026 I TOTAL 4 0 a c .............. Zoo - 0 a «� e Tw L7 O JI n �y r