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HomeMy WebLinkAbout25091 David Socha final 8-10-23 U PRELIM A NOS 6 Dav I d 6ocha " ' FINAL ER � � 8/10/23 VISION SCAN TO CONNECT WITH SCAN TO RECEIVE SCAN TO VISIT This plan was designed and drafted 5Y Advanced House Plane to meet ADVANCED HOUSE PLANS OUR LATEST DESIGNS OUR WEBSITE average conditions and codes in the State of Nebraska at the time it was designed. Because codes and requirements can change and ma IM r�vary from Jurisdiction to jurisdiction, AHP cannot warrant compliance wi h anConsultyourocalbuilding official t : a vance Oe ans etermine the suitability of these plans for your specfffc site and � +applicationTh,eplancanbeadaptedto your local building codes +�' ' '.l r �.�•T� (� and requirements, however, it is the responsibility of the purchaser F �: � 'rj� i EST 2002 I � and/or builder of this Ian to see that the structure Is built In strict ii p +�_ •.� compliance w,tph all govern,n municipal codes p(c,ty, county, state and y;�: � { r M — bT U federal). The urchaeer and�r builder of this Ian releases the � = �4'• �t%- ' designer from anyy claims or lawsuits that may arise during the O 0 construction of thfs structure or anytime thereafter. ,(� V� N • If the contractor or sub-contractor, In the course of their work Q) finds any discrepancies between the plan and the physical TC _E conditions of the site or structure, or and errors in the plans or MENARDS V specifications, it shall be their responsibility to immediately '— Inform AHP, who will promptly verify and IF necessary correct the ALL STRUCTURE IS 0 working drawings. Any work done after such discovery will be done N at the contractor's expense. DESIGNED E 'Y MENARDS Q • Onlyy the purchaser of this plan has permission to build this plan. The m purcFiaser is gqiven permission to reproduce the drawings only as required LUMBER�i'ARD ~' For such construction. The purchaser also has permission to modify this plan. No permission Is given to any party to claim copyright on the original or DESICxN-IT-CENTER. AHF IS modiffed plan. TFie modified plans shall remain su act to the license and may not be sold, distributed or otherwise transferred without the express NOT LIABLE FOR ANY Q) written consent of Advanced House Plans. Infringing upon Advanced House Plans copyright throw h reproduction, distribution, construction or redrawing U s design is punishable�y law with Fine up to $150,000 as defined by STRUCTURE. `o architectural) copyright laws. HOMEOWNER/CONTRACTOR ° DESIGN LOADS: TO VERIFY ALL 0 • Ultimate design wind speed: 115 mph, Exposure Category: 5 * Seismic Design Category A STRUCTURE BEFORE Hp56EEgq Floor; Roof: Caning: CONSTRUCTION. r5 ��G�N,4 F9�o Q 40 psF. live 30 psf. live 10 psF. live 0 15 psf. dead 10 psf. dead 5 psf. dead N • Soil bearing Capacity - 1500 pal'. 0 � • Live loads, dead loads, wind loads, snow loads, lateral loads, seismic zoning and any specialty loading conditions will need9 to be confirmed before construction and adjustments to plane r"E�.g,�ppVp�"t made accordingly. See your local building officials For varif,cation of your specific load data, zoning restrictions and site conditions. IF THIS IS NOT RED -6 CONCRETE AND FOUNDATIONS: DO NOT COPY • All foundation walls and slabs on grade shall be 3000 PSI S (28-day compressive strength concrete), unless noted otherwise. • All interior slabs on grade shall bear on 4" compacted granular S Fill with 6 mil. polyethylene vapor barrier underneath. • Provide proper expansion and control joints as per local requirements. � � • All 36" x 5 36" x 18" concrete pads to have (3) " rods '6 each way, T • All 48" x 48 00" x 24" concrete pads to have (4) •5 rods Cm each way. rn 0 • Foundation walls are not to be backfilled until properly n braced. c 0 • Verify depth of frost footings with your local codes. v N ProvT,a termite protection as required by HUD minimum 0 gpropers standards. Q * Foundation bolts must be anchored to sill late with 5/8" bolts embedded 15" in concrete walls. p o Q • For window oppenings in cone, wall, provide 05 bare 64" o.e. " (two total) w/2" clearance from top E sides of opg. for jamb m 0 8 lintel reinforcing. Extend reinforcing a minimum of 2' past a opening edges. 0 m U STEEL: o i • All structural steel for beams and plates shall comply CID with ASTM specification A-36. _0 c 0 • All structural steel for steel columns shall comply with ASTM ^^,, Specification A-53 Grade 5 or A-501. (D U • All reinforcing steel For concrete shall comply with ASTM m • Xs ification A-615 Grade 60. 3 0 rrovec,de steel shimns in all beam pockets. • Steel columns are to be 3" I.D. (inside diameter) unless 3 `s noted otherwise. \o 113 FRAMING MEMBERS: / -0- Unless noted otherwise, all framing lumber shall have the N Following characteristics: Flo = COO psf Fv = l5 psi E = 1,400,000 psi c • Contractor to confirm the size, spacin and stress characteristics of all framing anal etruc�ural members to 0 meet your local code requirements. U • Wall bracing method assumed as CS-WSP. Since braced wall line Spacing and braced wall panel calculations vary by location, puhaser will need to consult a local professlonaT For specific p wallrc bracing calculations and diagrams. o • Hole sizes and locations in GluLam or Laminated Veneered F o w a Lumber (L.V.L.) members are to be confirmed by a professional °w ino o r Q) engineer. zz=�Nadao Any structural or framing members not indicated on the planare io * Doub ebfloorz joi ised b under all partition walls, unless noted `z° z 0 a Namz_wU° N otherwise. rc��, � � zaaz-w- • All eubflooring is assumed to be 3/4" thick, glued E Walled. w>w a G>'a z m 0 9 m �ww * All exterior walls are dimensioned to outside of I/2 sheathing �, Calculated dimensions take precedence over scaled ° z>w w = • ,,mansions. o o * All angled walls on floor plans are at 45 degree angle, ou��a'ouua unless otherwise noted. w o LL rc°z Laterally unsupported walls 12'-0" high or higher shall be 2x6 and �a balloon framed unless noted otherwise, ISw�z u w�-i a° O z N a • Unless noted otherwise, above al openings ft are alr (1) Load bearing and less than or ........ .. use 4x6. w LL m LL u w C (2) Load bearing and more than 3 Ft. ..........................use (2) 2x12 m mrrm p�w� S with 1/2" Plywood between. use 4x6. ? _ °o (3) Non-load bearing and less than or equal to 6 Ft. (4) Non-load bearfnq and more than 6 Ft. .................... use (2) 2x12 Z-a 3 w ?a r a Q) with 1/2" Plywood between. N°°w z N (5) All exterior openings use (2) 2x12 with 1/2" Plywood between. o o°z°3 a°a �► • All trusses to be engineered by truss manufacturer according to the loading indicated on this plan. • All exterior corners shall be braced in each direction with let-in a u z a o z diagonal bracingg or plywood. / o o w a I- • Place (1) row oi-1" x 3" cross-bridging on all spans over 8'-0" and a o}° (2) rows of 1" x 3" cross-bridgin on all spans over 16' O" \ ° Q * Collar ties are to be spaced 4�' O.C. • All purl,ns and kickers are to be 2x6's, unless noted otherwise. N • Any hip or valley rafters over a 28'-0" span are to be Laminated ` 0 Veneer Lumber (L.V.L.). © 2023 _�i MISC. NOTES: * Prefabricated fireplaces and flues are to be U.L. approved 0 and installed as per manufacturer's specifications. L • All materials, supplies and equipment. to be installed as per N manufacturers specifications and per local codes and ep requirements. S • Provide proper insulation for all plumbing. U • 1/2" water-resistant drywall around showers, tube and whirlpools, j * 5/ drywall on interior walls and ceilings. O Q • 5/8' type "X' Fire code drywall on garage walls and ceilings. • When no brand is specif,and Windows are called out by glass size only. * In dwelling units, where the top of the sill of an operable window opening unit is located less than 24 inches above the finished Floor and greater than 72 inches above the finished grade, Fall protection must comply with R312.2.1 • LO Window opening control devices on windows serving as a required emergency escape and rescue shall comply with ASTM 1=2090. * Windows, if not noted, are assumed to be casements. * Header heights are labeled to bottom of arched transoms. 04 • Confirm window openings For your local egress requirements and minimum light and ventilation requirements. * Headroom at stairs shall have a minimum clearance of 64" high. • Provide proper handrails at stairs per local codes. n • The mechanical and electrical layouts are suggested only. O Consult your mechanical and electrical contractors for SI-IFFY exact specifications, locations and sizes. • Jog flue to rear of ridge as necessary, m Provide proper wiring-Tor all electrical appliances, mechanical equipment and whirlpools per manufacturer's Q specff fcat,ons, w Air conditioner locations may vary depending on 4 restrictive covenants and codes. OF 4 w 13 100% SCALE s 18"x24" MENARDS PRELIM ALL STRUCTURE IS FINAL DESIGNED BY MENARDS REVISION s VISION LUMBERYARD DESICxN-IT-CENTER. A f= IS NOT LIABLE FOR ANY STRUCTURE. HOMEOWNER/CONTRACTOR TO VERIFY ALL STRUCTURE BEFORE CONSTRUCTION. � o 12 12 t SHINGLES i m TOP OF PLATE� _ - - - - - - - - - - - - _ - - - TOP OFPLATE--j!L_ - - - - - - - - - - - - - _ - - - - - L m U m 0 _ LAP SIDING LAP 0 SIDING PH HpS BEEIy qFC VI r5°��G /yq F9Fo Q)1X4 TRIM 67 IX4 TRIM 0 . a� 4 � I ••y'r �O�4 y Oa E t ry 41►F e TO OF FOUN ATION SAS.COP�p TOP OF: FOUNDATION - — - — - — - P - —D— - - — - — [�DO THIS IS NOT RED -0 GRADE DETERMINED POURED GONG, CONIC. SERVICE WAL1G GRADE DETERMINED CONIC, SERVICE WALKPOURED coNc. NOT COPY Q) PER CONTRACTOR FOUNDATION CONIC, DRIVEWAY PER CONTRACTOR FOUNDATION L I LEFT ELEVATION FEAR ELEVATION I � I SCALE: I/4" = 1'-O" m m SCALE: 1/4 = I'-O m o COCO 9 /D m E '^O Q u J U N � �W 0 OCu -0 r o �cc > u (gyp L L) 0 CO -0 Q) Q) 12 12 SHINGLES 5 $ 0 I L TOP OF PLATE - - - - - - - - - - - - - — TOP OF PLAN LLOw O�Orw L U O m a rc Q U Z N N>�pOLL`0�d 0 I �> zrc aaa�z-wup 93 I w>waU>Oz'w 9 N J W W ,"�wdrcrcrc�i V I -� LAP SIDING = LAP SIDING o°u a o w 8 mwm �°ao orco°°waaW�zrcrc0 rQ IX4IX4 TRIM Wrc C zZ V=Q'"rcUO -a 3 rc K s ru 93 �oa�a 93 o°OLL�wa�= 61 TOP OF FOUNDATION�� - — - - — - — TOP OF FOUND-ATION- — - — - — ❑p a o z z F W W U W W O j rc N QI p>z GRADE DETERMINED CONC. SERVICE WALK POURED GONG, GRADE DETERMINED POURED GONG, CONIC. DRIVEWAY p � PER CONTRACTOR CONC, DRIVEWAY FOUNDATION PER CONTRACTOR FOUNDATION GONG, SERVICE WALK RIGHT ELEVATION FRONT ELEVATION 0 d) SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" Co U Q O LO CS4 m N SHEETN 2 419 4 of ,Yll 4 100% SCALE w IS"x24"' MENARDS PRELIM ALL STRUCTURE IS FINAL DESIGNED 5*r MENARDS EVISI3 VISION LUMBERYARD DE81GN-IT-CENTER. AHf=l IS GENERAL NOTES: NOT LIABLE FOR ANY GENERAL NOTES: 1, ALL FOUNDATION WALLS STRUCTURE. ARE 8 POURED CONC. W/ OPENING SCHEDULE 1. ALL MAIN LEVEL 16"x&" CONT. CONIC. HOMEOWNER/CONTRACTOR WALLS ARE 9'-1 1/0" FOOTINGS TO BELOW FROST OPENING ID TYPE PRODUCT CODE SIZE COUNT HIGH UNLESS NOTED LINE UNLESS NOTED TO VERIFY ALL STRUCTURE 1 WINDOW 30X36 SINGLE HUNG 1 2'-ro" x 3'-0" 1 OTHERWISE OTHERWISE. BEFORE CONSTRUCTION, A GARAGE IOSX54 - 4 PANEL C3-O" x 7'—O" 1 2. ALL ANGLED WALLS �61-OII 2. ALL ANGLED WALLS ARE V ARE tv 45 DEG. UNLESS Q 45 DEG. UNLESS NOTED Ofj B DOOR 36X5O EXTERIOR I 3'-0" x ro'-S" 1 NOTED OTHERWISE OTHERWISE. >D • ----------------------------------------------- • Q) 3. ALL EXTERIOR WALLS ARE 4" (3 1/2I I STUD+7/16 SHEATHING) , a D i } 8 ALL INTERIOR WALLS ARE 3 1/2" l e-----------------------------------------, (t� UNLESS NOTED OTHERWISE 1 4 1 I I 0 ROOF TRUSSES O a PER MANUF, I 1 I I Hp5 BEEN qF m I 1 I I v PH G' Cis V � — �i UNEXCAVATED °> Oi ,!2 (2)2x6 HDR. N (V _ 4 f — — 1 1 1 I •.4. 4 v o�t'' 4 � O O 'yRAFN 5 .3.COP�pl 0 1 CAR GARAGE o o D IF N 6 4" CONCRETE SLAB THIS IS NOT RED N D° � o° � DO NOT COPY Q)SLOPED TO DOORS COMPACTED GRANULAR FILL ; ° Q 6 I (2)2xfo HDR. ' ' Q O ' m ID ROOF TRUSSES ' ' Lo d) co PER MANUF, , BLOGIGOUT FOR 9'-O DOOR- ------ m o a WE e (2) 1 3/4"x9 1/2" I II W 0 LVL HDR 0 Oy I - - - - - - �_ -00 ^,� o ,- �� ,- a I— a GARAGE 320 s ft. FOUNDATION FLAN w'6 9 0 2 6 q 0 L 03 0 3 ol SCALE: 1/4" = 1'-O" 3 m CO MAIN LEVEL FLOOD' F LAN co Q) SCALE: 1/4" = 1'-0" ------------ O L z Q LL O m O O r w Q) I I I I U'j ONa�Q U w} Q) zaaz—WNJ I I w}W a U}O Z w Q) II II ����zrWQF I I I I Z QO U7 ou��aouua Q) I I I I mwm°aooO°>o "' p II II ON30Z `tZ _ Y/ I I Q 3 W O Q r Q Q) I I I I W O O N O U W O r Ozz'�3z�Gi ,V/ CORRUGATED BAFFLES g 24" O,C, - TO BE INSTALLED SO AIR FLOW IS N I I I 5/1 1` 12 I I O w O W a p Z I UNRESTRICTED o — Q I I I I I II 2 nn``—O W I I (TYP) © 2023 FLASHING / p I I I I -----TRUSS FASTENER " Q) I I I I PER CONTRACTOR ON I S I I I I U L 1x8 FASCIA i DOUBLE TOP PLATE`I I I I I O A 2x6 SUB-FASCIA LoSOFFIT 2" CONT. EAVE VENTS N m N SHEET EAVE VENT 0 2" CONT. EAVE VENTS SCALE: 1"=1'-O" ALL AROUND ROOF FLAN 3 lu a lu SCALE: 1/4" = 1'-0" OF w 4 1009. SCALE 6 I5"x24° II 1I-�n I 15 -11 9 31-11�:2 III QI-OII (II 23,LII 31-2" (0 -KJ" J -S"1I MENARDS PRELIM �1 KJ ALL STRUCTURE IS FINAL DESIGNED BY MENARDS REVISION s VISION LUMBERYARD DESICxN-IT-CENTER. AHf= IS NOT LIABLE FOR ANY STRUCTURE. HOMEOWNER/CONTRACTOR TO VERIFY ALL STRUCTURE BEFORE CONSTRUCTION. 0 NOTE: 2x4 WALL I �lO. I 2x4 W f LL I �lO. 2 I. DIMENSIONS O FINCLUDa s ONLY - DOES NO INCLUDE _ VERIFY ALL ROUGH OPENINGS BEFORE FRAMING VERIFY ALL ROUGH OPENINGS BEFORE FRAMING 151-1111 7/16" SHEATHING. U I II I IIIk L, 2. ALL WALLS ARE 2x4 m 15 Ik-11 1g -� STUDS a 16" O.G. UNLESS f1 , NOTED OTHERWISE. +--� i n� W U 0 2 0 i HHpS BEEN qFC/ VI O t` I •.f 44 + ry 4AF e S S.COP,p ,L El THIS IS NOT RED6 2x4 WALL NO. 3 2x4 WALL NO. 4 � DO 2x4 L s L I � I WALL PANELS i--------------------------i 4 '^m T SCALE: 1/4" = 1'-0" yJ m q p L CO I I L.L I I I i E /n U I I I U/1 � ('4W 0 I I I •� Oj � I I I —0 N cCID 0 I I II II I II II II � i 3 -11i2 6 9 -O 6 �23V2 �3 I 151-1111 CO m MAIL l LEVEL FRAMING FLAN `o I I SCALE: 1/4" = 1'-O" 0 o Q LL°Ismo�rcaorw I zu�oNau I I N> Jtl F tl d + aaQ�z wuo 93 W>waU>tlzm Q) I QJ1NJ�W W I I zQ z-w5 I TYPICAL TRUSS ROOF: o=N o SHINGLES ?o°emu "-6LL 12 12 ROOF UNDERLAYMENT o u LL a o w u a Q� W ICE 4 5 8O OSB SHEATHN G GUARD / ' CLIPS W ' al"�U�a�~q E�N O Q�a U x W m mr i pPwR' S I x RIDGE BLOCKING z�QF P. + I ROOF TRUSSES PER MANUFACTURER _ TOP OF PLATE 2x4 RIBBON TIES— - — - — - — _ — 3 h o U rc z j � W I - - 000LL3WQo= ul I ❑O Q U z Z F�� p a W U p O w U Q I > �I;�pm 03 Ql u TYPICAL 2x4 EXT. GARAGE WALL: Q) _ S" ENGINEERED WOOD LAP SIDING d) �.0 AIR E WATER BARRIERJz 1/16 OSB SHEATHING c- 0� 2x4 STUDS 6 16" o.c. 0 i CID TYPICAL SILL ASSEMBLY: u _ TOP OF TYPICAL GARAGE FLOOR: 1/2" DIA. ANCHOR BOLT IN 72" ox. MIN. � FRAMING DIAGRAM - FOUNDATION 4 CONCRETE SLAB 2x4 TREATED SILL PLATE 4 COMPACTED GRANULAR FILL 4" SILL GASKET � NOT TO SII TOP OF SLAB _ - - - - - - - - - - - - - - - - - - - - - - - GRADE DETERMINED ° 0 0 PER CONTRACTOR 8" POURED GONG. 4 REBAR _ LO I[ I[ FOUNDATION ENTERED 3 FROM TOP4 0 4 VERTICAL REBAR - 16'Ixa" CONT. GONG. FTGS, 811 O.G. TO BELOW FROSTLINE I N ' -------------------------------------- 2) *4 REBAR - SNEET to " FROM SIDES 3" FROM BOTTOM CROSS SECTION a OF w I z SCALE: 1/4" = V-O" 4 I I 100% SCALE w IS°x24" I