Loading...
HomeMy WebLinkAboutFinal shed review 500 Rice Creek BLVD N / CERTIFICATE OF SG SURVEY .rnmoo - 20 APPROVED SOCHA PROPERTY �Q � of �$� ;, S�0'2 ,� ,� � ;� I JensenD08/14/2023 �V 9//.F o 500 RICE CREEK BOULEVARD NE FRIDLEY c l�O/�3/ 67 6--_------� ANOKA COUNTY, MINNESOTA M(0 3s3 ----- LEGAL DESCRIPTION �� J \ Lot 9,Block 1,HOLIDAY HILLS,Anoka County, jMinnesota. 20 0 i SURVEYOR'S NOTES ryti .2? W `� /2 pipE \ 1.This survey was prepared from legal descriptions ­ A,* S 5$e 0 N supplied and our in house records and may not de pi all easements,a urtenances or 'PROPOSED M coI 49 \ encumbrances affecting the property. SHED M N r � �. 2.The locations of utilities are depicted based on o visible field locations. Verify all utilities critical to ` �\ A N Q Q � / �A/ construction or design. s �. JC-) F SO �� �� 4,O �� �� / 3.The orientation of this bearing system is based on J a EM / \ the Anoka County Coordinate System,NAD83,1996 u 0 / �Q) �� 00 A' I // 6j���/ 1\ 4.All distances are in feet. (7 0� `• Ma / �O SURVEY \ 5.The area of the above described property is LINE \ ` 35,364 square feet or 0.81 acres and as measured to /\\ the top of bank of Rice Creek. i 1 GM 24 F I v 6.Bench Mark:MnDOT Benchmark Disk 0205 1 L• SI I L_ I L I / located 0.2 mile north along Trunk Highway 47 from . / junction of 69th Avenue NE in center median. S6/o 8X/2 \ / Elevation=858.29 NAVD 88 // p� / SHED Site Bench Mark:Garage floor elevation at overhead 2 door=843.07 834.2 / CONTOUR / LINE WALL I / DRAWN BY: PDG CHECKED BY: PDG HELD CREW. PDG HELD DATE: 7/13/23 DATE ISSUED: 7/25/23 JOB NUMBER: 23-032 LEGEND 8g% REVISIONS: O SET I/2" IRON PIPE WITH PROPERTY LINE \ / I hereby certify that this survey,plan,or report was CAP INSCRIBED PL S 44110 RIGHT-OF-WAY LINE prepared by me or under my direct supervision and FOUND MONUMENT AS NOTED LOT LINE rr that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. POWER POLE EASEMENT LINE / PETER GOERS EM ELECTRIC METER — — — — — — — TOP OF BANK-ORDINARY HIGH WATER LEVEL Print Name LIGHT POLE OU OVERHEAD UTILITIES \ --RI Signature 7/25/23 44110 GUY WIRE CREEK CENTERLINE ' Date License Number AC AIR CONDITIONER CURB B GUTTER GM GAS METER CONCRETE CURB STOP ERS T❑ TELEPHONE PEDESTAL BUILDING 0 15 30 60 D 8 U DRAINAGE 8 UTILITY EASEMENT F _ _ _ _ _ _ _ J I% ANNUAL CHANCE FLOOD HAZARD AREA LAND SURVEYING 112.821 PLAT DIMENSION RETAINING WALL 12730182nd Street North I Scandia,Minnesota 55047 SCALE IN FEET Phone:(651)433-0110 1 Web:goersls.com -: 7/30/2023 - 10:05 AM esign ID: 301858629042 Design&Buy- . Estimate ID: 15974 Estimated Price: $7,624.72 GARAGE *Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included. Job Truss Truss Type City Ply QTRECO632163 T1 COMMON 10 1 Job Reference(optional) Midwest Manufacturing,Eau Claire,WI Run:8.32 8 Nov 19 2019 Print 5.320 5 Nov 19 2019 MITek Industries,Inc.Thu May 28 09:59:34 Page:1 ID2oaR7-A8FeOrUA_IpLiR?_9zC?f7-1 yWYH6XK6FWvkyDQOVHv9xV,2TTa 1 H14Mn-C?ed 4-3 l 2-0-0 4-314 0 11- -2 I 4-3-14 8 - - 2-4 NO 3-8-2 -O0.-00 I APPROVED 4x6_ 4 Jensen D08/14/2023 1.5x4s t.5x4e 3 W, 5 T c� u? l W 9 10 2 6 0-4-= 1 r j� $ 7 I/ 4z4= 3z8= 4x4- I 8-0-0 I 16.0-0 I $-0-0 8-0-0 Scale=1:38 Loading (psi) Spacing 2-0-0 CSI DEFL In Ooc) Vdefl Ud PLATES GRIP TCLL(root) 35.0 Plate Grip DOL 1,15 TC 0.38 Vert(LL.) -0.08 6-8 >999 240 MT20 1971144 Snow(Ps/Pg) 34.7/50.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.16 2-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.34 H.-(CT) 0.03 6 n/a n/a BCLL 0.0 Code IRC2018rrP12014 Matrix-R BCDL 10.0 Weight:52 lb FT=15% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc puffins. BOT CHORD 2x4 SPF No.2 BOT CHORD RI id collim directiv aDDlIed or 10-0-0 oc b acin - WEBS 2X3 SPF Stud MITek recommends that Stabilizers and re quired cross bracing be REACTIONS (lb/size) 2=99010-3-8,(min.0-1-13),6=990/0-3-8,(min.0•1-13) installed during tress erection,in accordance with Stabilizer Max Horiz 2=-52(LC 19) nstallation guide. Max Uplift 2=-73(LC 14).6=-73(LC 15) Max Grav 2=1146(LC 21).6=1145(LC 22) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-1746/63,3-9=-1657/75,3-4=-1139/27,4-5=-1139/27,5-10=-1657/75,6-10=-1748/63 BOT CHORD . 2-8=-53/1517,6-8=-12/1517 WEBS 3.8=-612/102,4.8=0/466,5.8=-6121103 NOTES 1) Unbalanced roof live bads have been considered for this design. 2) Wind'ASCE 7-16;Vutt=115mph(3-second gust)Vasd=911mph;TCDL=4.2psf;BCDL=6.0psf;h=2511t;Cal.II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)zone;cantilever left and right exposed;and vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL:ASCE 7.16,Pr-35.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=60.0 psf,Ps=34.6 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.; Ce=o 9;Cs=1,00:Ct=1.10 4) Roof design snow load has been reduced to account for slope. 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live bad of 12,0 psf or 1.00 times fiat roof load of 34,6 psf on overhangs non-concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ave loads. 8) "This truss has been designed for a I"load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06.00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb uplift at joint 2 and 73 lb uplift at joint 6. 10) This truss is designed in accordance with the 2018 International Residential Code sections R602.11 1 and R802 10.2 and referenced standard ANSI/TPI 1. LOAD CASES) Standard For other design systems search"Design&Buy"on Menards.com :7/30/2023 - 10:05 AM 9' sign 8629042 Design&Buy- stimate ID:: 159 15974 Estimated Price: $7,624.72 GARAGE *Today's estimated price.future pricing may go up or down.Tax,labor,and delivery not included. Job Truss Truss Type Oty Ply OTRECO670598 T1DE COMMON 2 Jab Reference(optional) Midwest Manufacturing,Eau Claire,WI Run:8.4 S 0 May 13 2020 Print:8.400 5 May 132Q2Q MITek Industries,Inc.Wed Mar 11 16:30:18 Page:1 1D:?WE3xHfdPkG4THdrv7004szZznR-uNaH2vXoSsLs6L8h7Fjv_1?cugeuy.08cPLOb,-Z-J 8-0-D I 16-0-0 I 8-0-0 8-0-0 APPROVED 4x4• JensenD08/14/2023 i.5x4. 3 1,5x4. 12 57 2 4 cv ST2 11 Y q 8 ST1 ST1 12 1 5 Hu 0.0# 3x4 a 3.4. 1.5x4• 1.SX4 x 1.Sx4 scale-tt 32.6 I 16-0-0 Loading (psf) Spacing 2-0-0 CSI DEFL in Ooc) Vdefi L/d PLATES GRIP TCLL(roof) 42.0 Plate Grip DOL 1,15 TC 0.77 Vert(ILL) n/a - n/a 999 MT20 197/144 Snow(Ps/Pg) 41.6/60.0 Lumber DOL i.15 BC 0.25 Vortm) We - Na 999 TCDL W0 0 Rep Stress Ina YES WB 0.20 Hortz(TL) 0.00 5 Ma n/a BCLL 0.0• Code IRC2018rrP12014 Matrix-S BCDL 10.0 Weight:44 lb FT=15% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllrl BOT CHORD 2x4 SPF Nm2 BOT CHORD Maid coilina directly acimlied or 6-0-0 oc braclino OTHERS 2x4 SPE Stud MITek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 16-0.0. installed during truss erection,In accordance with Stabilizer (lb)• Max Horiz 1-38(LC 18) Installation guide Max Uplift All uplift 100(lb)or less at joint(s)1,S.6.8 except 7=-157(LC 2) Max Grav All reactions 250(lb)or less at joints)7 except 1=374(LC 20). 5=374(LC 21),6=1010(LC 21),8=1010(LC 20) FORCES Qb)-Max.Comp-/Max.Ten.-All forces 250(lb)or less exceptwhen shown. WEBS 2-6=-837/167.4.6=-837/167 JOINT STRESS INDEX 1=0.56,2=0.61.3=0,38,4=0.51,5=0-56,6=OA9.7=0.06 and 8=0.49 NOTES 1) Unbalanced roof five bads have been considered for this design 2) Wind,ASCE 7-16;Vult=115mph(3-second gust)Vasd=9l mph;TCDL-4 2psf;BCOL-6,Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C.-C Extedur(2E)0-8-210 3-8-2,Interior(1)3-8-2 to 5-0-0,Extertor(2R)5-0-0 to f 1-0-0,Interior(1)11-0-0 to 12-3-14,Exterfor(2E)12-3-14 to 15-3-14 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&M WFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1 60 3) Truss designed for wind bads In the plane of the truss orgy. For studs exposed to wind(normal to the facel,see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIrrPI 1 4) TCLL:ASCE 7-16:Pr-42.0 psf(roof LL Lum DOL=1.15 Plate DOL=1.15);Pg=60.0 psf;Ps=41.6 psf(Lum DOL=1 15 Plate DOL=1.15);Is=l.0;Rough Cat IS;Fully Exp.; Ce=0.9;Cs>1,00;Ct=I.10 5) Roof design snow load has been reduced to account for slope. 6) Unbalanced snow loads have been considered for this design. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2.0-0 oc. 9) This truss has been deslgnod for a 10.0 psf bottom chord live load nonconcurrent wih any other Ave loads. 10) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06.00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib upift at joints)1,5,8,6except(it-b)7=156. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502 11 1 and R602 10.2 and referenced standard ANSI/TPI 1 LOAD CASE(S) Standard For other design systems search"Design&Buy"on Menards.coln U PRELIM A NOT 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 BY 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 RE • r�vary from Jurisdiction to jurisdiction, AHP cannot warrant compliance wi h �••�,anlding official t ff] r - a vanCe Os ans Retermine the suitability of these plans for your specific site and + 1adaptediii to your local building codes + r � � (�requirements, however, it is the responsibility of the purchaser i ;ft;rj i EST 2002and/or builder of this Ian to see that the structure Is built In strictp �__ .�-icipal codes (c,ty county state and y;�: � { r — hT; Uthe ��=�� �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 Q) 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 N 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 DESIGxN-IT-CENTER. AHF1 IS ° modified plan. TFie modified plans shall remain Su act to the license and may not be sold, distributed or otherwise transferred without the express written consent of Advanced House Plans. Infringing upon Advanced House APPROVED NOT LIABLE FOR ANY 19 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. architectural) copyright laws. JensenD08/14/2023 HOMEOWNER/CONTRACTOR ° DESIGN LOADS: TO VERIFY ALL ° • Ultimate design wind speed: 115 mph, Exposure Category: 5 * Seismic Design Category A STRUCTURE BEFORE Hp56EE q Floor; Roof: ceiling: CONSTRUCTION. r5 ��G�Nq�9Fo Q) 40 psF. live 30 psf. live 10 psF. live 0 15 psf. dead 10 psf. dead 5 psf. dead • Soil bearing Capacity - 1500 pal'. O • Live loads, dead loads, wind loads, snow loads, lateral loads, seismic zoning and any specialty loading conditions will need SEPARATE PERMITS FOR: ELECT yroR„�tto to be confirmed before construction and adjustments to plane E�.s.�apvp° 9 made accordingly. See your local building officials For var,f,cation of your specific load data, zoning restrictions and 2 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 0 requirements. � � • All 36" x 5 36" x 18" concrete pads to have (3) " rods '6 each way, ''^^ T • All 48" x 48" x 24" concrete pads to have (4) •5 rods Cn Cm each way. rn Q • Foundation walls are not to be backfilled until properly L • brace Verify depth of frost footings eq your local codes. This plan eo copy to be at job site n a 0 • Provide ferm,te protection as required by HUD minimum m 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 bars 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 0 d) with ASTM specification A-36. U • All structural steel for steel columns shall comply with ASTM ^W, 0 0 Specification A-53 Grade 5 or A-501. • All reinforcing steel For concrete shall comply with ASTM m specification A-615 Grade 60. 3 0 • Provide steel shimns in all beam pockets. Provide resistant construction on garage Its less than 5 3 N • Steel columns are to be 3" I.D. Inside diameter) unless noted otherwise. feet to property line including 1 hour and r-side of eave per \o 113 ) -0- FRAMING MEMBERS: 0,000 Unless noted otherwise, all framing lumber shall have the R302. ee listed 1 hour wall UL 263 or equal. _0 N Followingq characteristics: Flo =T000 psf Fv = l5 psi E = 1,400,000 psi c • Contractor to confirm the size, spac,n and stress characteristics of all framing anal etruc�ural members to meet your local code requirements. 0 • Wall bracing method assumed as CS-WSP. Since braced wall line Spacing and braced wall panel calculations vary by location, purchaser will need to consult a local professlonaT For specific wall bracing calculations and diagrams. Garage doors shall be wind rater for min 90m h Q 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 o o>N engineer. z z"'Is 2 4 iv Any are structural or framing members not indicated on the plan N o J LL LL o rc 0 * Doub ebfloorz joi ised b under all partition walls, unless noted °z° z Q) a�amz.,w N otherwise. Li z��„o�rc?� � aaz-w- • All eubflooring is assumed to be 3/4" thick, glued E Walled. w>w a G>'a z m 9 �m �ww * All exterior walls are dimensioned to outside of I/2 sheathing Calculated dimensions take precedence over scaled • ,,mansions. * All angled walls on floor plans are at 45 degree angle, z o r ° "6 LL ou��a'outua unless otherwise noted. w o a°z Laterally unsupported walls 12'-O" high or higher shall be 2x6 and � balloon framed unless noted otherwise, o w—oW�i a°o • Unless noted otherwise, above al openings ft are (1) Load bearing and less than or --- Z N a use 4x6. a N a o w LLm�Uw Q) (2) Load bearing and more than 3 Ft. ..........................use (2) 2x12 m mrrm U�w� S with 1/2" Plywood between. use 4x6. (3) Non-load bearing and less than or equal to 6 Ft. (4) Non-load bearfnq and more than 6 Ft. .................... use (2) 2x12 a 3 a r a Q) with 1/2" Plywood between. (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. z • All exterior corners shall be braced in each direction with let-in a u z a o z diagonal bracingg or plywood. • Place (1) row of-1" x 3" cross-bridging on all spans over 8'-O" and (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'-O" span are to be Laminated ` Q) Veneer Lumber (L.V.L.). © 2023 _�i MISC. NOTES: * Prefabricated fireplaces and flues are to be U.L. approved U 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 * drywall on interior walls and callings.5/ O Q • 5/8' type "X' Fire code drywall on garage walls and callings. • When no brand is specif,and Windows are called out by glass size Provide treated bottom only * In dwelling units, where the top of the sill of an operable window opening un,t is located less than 24 inches above the finished floor plates and proper sized 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 shal I comply with ASTM F2090 framing m l n g nails. * Windows, if not noted, are assumed to be casements. �+ * Header heights are labeled to bottom of arched transoms. MIn. V" clearance from • *4 Confirm window openings for your local egress requirements and minimum light and ventilation requirements, g framing/siding to * Headroom at stairs shall have a minimum clearance of 6'-8" high. • Provide proper handrails at stairs per local codes. • The mechanical and electrical layouts are Suggested only. O Consult your mechanical and electrical contractors for ground. SI-IFFY exact specifications, locations and sizes. • Jog flue to rear of ridge as necessary, co Provide proper wiring-Tor all electrical appliances, mechanical equipment and whirlpools per manufacturer's Q specif fcat,ons, w Air conditioner locations may vary depending on 4 restrictive covenants and codes. OF w 4 10051 SCALE g I5"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 u 1X4 TRIM 0i 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 GONG. 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 q o COCO 9 W E '^O Q u J U Anchor bolts: min 7" embedded in concrete, Jr- min 0 2 per sill, min. 12" from plate ends, min. r 6 O.C. _(—Z Cu �0 o �> u (gyp L U3 0 Co -0 Q) 12 12 Co Co SHINGLES 5 $ 0 I L TOP OF PLATE - - - - - - - - - - - - - — TOP OF PLAN U'jOma a.QU I Z N N>o�oLL�od 0 I 2 2 zrc aaa�z-wup 93 I w>w a U>O z m 9 �J1NJ�W W J O LL W 0 3 N Gl LAP SIDING %PS m w J O LL LL'U El IX4 TRIM TC7 IX4 TRIM V' aw��m KUwO Q� N m r N Na O�W% � N a K K s ru O 93 �a3��oa�a 93 o°OLL�wa�= 61 TOP OF FOUNDATION----,,, . - — - - — - — TOP OF FOUNDATION- — - — - — ❑o a o z z F U z� % o>z GRADE DETERMINED CONC. SERVICE WALK POURED GONG. GRADE DETERMINED POUR D GONG, CONIC. DRIVEWAY � Q PER CONTRACTOR CONC. DRIVEWAY FOUNDATION PER CONTRACTOR FOUNDATION CONIC, SERVICE WALK_ ID RIGHT ELEVATION FRONT ELEVATION 0 d) SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" s U Q O � LO CS4 m N SHEETN 2 419 4 of ,Y11 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