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Home My WebLink AboutBLD2000-00250 - CANCELLED0 N i i 0 m 0 m o N E East Elevation Scale: 1/4" = V-0" 24'-0" ------------ - Nate-48" standard bracing paneJs- Provide TO @ 48"oe i Edge of roof abv. 40'-0" 31'-5" 7'-5" ------------------- 6/Ox3/0 P oriz.Slider Painted or vinyl f loot Provide elect.instant HW Insulate all concealed piping - Provide water shut-off & drain GARAGE -STORAGE-WORKSPACE 39/Ox23/0 ---- -------------- Verify lighting and power _ 3/Ox3/0 ---------------- ---------------- 1 1 I I 1 I I I 1 I 1 1 1 I I -- --------------- ------ 12'-6" Main Floor Plan Scale: 1/4" = V-0" 960 sf-unfinished area 15'-0" en' _N1 3/0x3/0 8'-711 V-611 !Overhang Typ. Exhaust 50cfrn min. --- to ext.grille w/ backdraft o control �3/4 Bth 6 c I v _--,--------------------- NtaoC s+Y G�� - I of - Provide power for overhead door I > 0 0 ., I 0 o I R3 I rify if low -head track required _____________ ____________ 3/0 u tin panel -verify I� 2 Alt. door location 1 :: I het 4Rt P�e.1.e� .bnaer 8'-711 ------------------------ Recommend install HD @ main corners j Recommend crack control joints @ 10 -14 ft centers Sloe slab to drain @ overhead door -verify 4" min.conc.slab w/ 6x6-10/IOWWF reinf. r J , I i 12" min.exp.ftg-typ.uno. 2 Required Verify footing on compacted, native soil , Foundation Plan Scale: 1/4" = 1'-0" g Grade N North Elevation Scale: 1/4" = V-0" S South Elevation Scale: 1/4" = V-0" 12 5 TYP• TYPJ 3 12 ■ If attic insulate and sealed Provide 462 sq.in.net free vent area distribruted between eave & gable GARAGE -STORAGE-WORKSPACE E Typical Section 1/4" = V-0" W Scale: 4'-01' Exterior Wood Panel or Interior GWB-2-sides or 11 Exterior Wood Structural Panel Interior GWB-1 side 1/2"nominalAPA-rated 24/16 panel — sheathingg-applied horiz. or vert on 2x4 (6) studs @ 16"oc --- r -� — Secure w/ 8d @ 6"oc-edges/12"oc-field .j Edge blocking not required. Interior GWB Panel 1/2" nominal GWB-applied horiz.or vert. (' on 2x4 (6) studs @ 16"oc Secure w/ 6d wallbd nails @ 7"oc-edges & field -or equivalent fasteners. Edge blocking recommended I l Verify w/ local authority. I. Cutaway shown for illustrative E purposes only E L Ij •� 0 Exterior Panel only - Recommend extending panel in one piece to foundation late below 0 W West Elevation Scale 1/4" = V-0" GENERAL NOTES These drawings are abbreviated in content, showing general building set out, structure, and code compliance, and are intended for design -build projects built by an experienced, licensed Contractor, who is knowledgeable with local codes, ordinances and building practices. Based on final product selection, it will be necessary for the Contractor to provide supplemental details and information. Additional information is available from Will Langemack Ltd. upon request. The Contractor shall verify field conditions and dimensions and shall coordinate final product selection prior to construction or fabrication. Unless otherwise noted, material call -outs are generic. Installation of these components shall be coordinated with the various trades and shall be installed according to product manufaCurers' installoiiorl guides, shop drawings and/or independent testing reports. While every attempt has been made to provide a cohesive plan set, clarifications, modifications, adjustments and/or corrections may be required during the course of construction. It shall be responsibility of the Contractor to notify Will Langemack Ltd prior to executing any significant modification to the building, as such modifications may jeopardize the buildings code compliance and structural { integrity. T I \ Code Standards: \�\ Uniform Building [V91.1-3], Plumbing, Mechanical and Fire Codes 1997 Existing Access Easement \ \ National Electrical Code 2000 Material Structural Standards: [Unless otherwise noted on drawings] I \ \ I \ \ 10 ft setback Wood :Sawn Studs - HF-Stud \��\ 2x or 3x Toists/Rafters - HF#2 or btr 4x Beams DF#2 or btr \� \ Proposed Gorae \\ Beams/Stringers DF#1 or btr Posts/Timbers DF#1 or btr Composite: Glulams 24F-V8 DF/DF Boise Cascade ER-5512 Trus joist ER-4979 Future House `O Structural Panels: Sheathing APA Rated 24/16 Subfloor APA Rated 2-4-1 Sturd-1-floor or Underlayment APA Rated Underlayment \�\ DrainfieldArea Concrete: Concrete Mix f'c=2500 psi min. @ 28 days Reinforcing Steel fs=40000 psi min [Grade 40] A-615-17 Welded Wire Mat fs=40000 psi min A-185 Water & Aggregate Clean Plate Moondance Drive Steel: Shapes, Angles & Plates A-36 Round Pipe Fy-36 Schematic Site Plan Tubing Fy46k Bolts A-307 f�J Wood Connectors & Accessories -Simpson Strong -tie 0 100 ft General Construction and Installation [Unless otherwise noted on drawings] iv 1- All foundation worksholl conform to the prescriptive provisions of UBC 1906. 2- All wood construction shall conform to UBC Chapter 23 and specifically the prescriptive provisions of UBC 2320-Conventional Light -Frame Construction. 3- Fastening of various building components shall conform to UBC Table 23-II-8-1 Nailing Schedule. 4- Utilize manufactured and tested components wherever possible. Component installation shall eoeform to manufacturer's installation guides. ;lab 5- Specially, fabricated components [eg.trusses and specially steel fabrications] may required special engineering and certification. Verify with local code authority for specific submittal requirements prior to fabrication/installation. 6- Any steel welding welding shall be performed by a AWI certified welder. 7- All work shall be installed plumb and level. Use only new, undamaged materials. 8- All exterior surfaces exposed to weather shall be finished with a weather resistant product or finish. Seal and insulate all exterior surfaces if building is to be heated. 9- Electrical, plumbing and HVAC systems are to be design -built by qualified sub -contractors. Only general qualifying criteria are noted on this plan. 2--Bn Exterior & Interior Wood Structural Panel Suppporting Roof only = — 1/2"nominalAPA-rated 24/16 panel sheathing -applied horiz, or vert. on 2x4 (6) studs @ 16"oc [ 1 side] Secure w/ 8d @ 6"oc-edges/ 12"oc-field Edge blocking is required. Supporting Fir/Roof 1/2"nominal APA-rate 24/16 panel !• sheathing -applied horiz.or vert. @ 2x4 (6) studs @ 16"oc [2 sides] Secure w/ 8d @ 4"oc-edges/12"oc-field Edge blocking is required Provide dbl.studs @ vertical edges of panel Secure dbl.studs w/ 16d @ 12"oc .I Cutaway shown for illustrative purposes only Secure to foundation plate and sole plate.., I•i ;•I Secure sole plate to joist, rim or plate t w/ 3-16d @ 16"oc Secure sole plate to joist, rim or plate w/ 3-16d @ 16"oc Recommend extending panel in one piece to foundation plate below. 4" concrete slab ----- :i- Secure to both the fnd/sole plate. ✓4/6x6-10/10 WWF Sub -floor shown Rim Base Plate Install Simpson PHD2 Hold-down @each edge footing @ perimet on 2 nom. clean son on Joist on secured by standard AS I I Secure to AS below w/ 5/8" H threaded rod & Simpson CN coupler nut, an 6 mil black PVC See Standard Wall detail Alt. Simpson HD2A for Bracing Roof on 4" nom.gravel ba; II Simpson HD5A for Bracing Flr/Roof Provide dbl.joist, blocking prarsqueandhsblocks under II r ', must bell Alternate supported byrcontinuousPanelfoundation / L #4@ftg bottom ✓✓✓ w/1-#4 @top Install Simpson SSTB16 AS ( 2 places) 3"dr to earth typ. w/ 12"min.embedment _...__• _. - --_L�l Verify ali nment w/ HD ab 1 _Standard Wall Bracing Panel 1 Scale: 1/2" = 1'-0" Conforms to UBC 232.11.3 :Iove Verify #4 cont.rnf @ top/fnd.wall Install additional AS for Bracing Flr/Roof �1 Alternate Bracing Panel 1 Scale: 1/2" = 1'-0" Conforms to UBC 232.11.4 Comppositon shingles on 15# building felt on 5/8" APA rated ply sheathing Manufactured scissor trusses @ 24"oc 2x4 blocking Install Simpson H-7 tie -down (P-48"6c, ��y firu9S Coated metal downspouts on 5/4x8 cedar fascia 4x10 DF-2 Header Typical UNO Vinyl -framed insulating glass windows Verify interior/exterior casework Tape window flange & flash APA 303-ply siding [T-111] on buiding paper or Tyvek on 2x4 Studs @ 16"oc 2x4 PT -plate w/ 5/8"dia.x10"A.B.@ 48"oc [2 min] w/ 2x2x3/16 stl.plate washer Install A.B.@ center PL and within 6"of PL ends Provide 7"min.embeddrnent uno. Field verify that base of footing bears on compact undisturbed earth UBC Classification Occupancy Group: U [Accessory to Residence]less than 1000 sf Constrution Type: V-N Proposed Area: 960 sf Heating Type, Unheated currently Loading Criteria All structural elements desi designed o e n for these Ions shall use 9 P the following assumed loading criteria: Vertical Loads Roof: 17psf-DL 25psf-LL 42psf-TL Floors & Decks: 15psf-OL 40psf-LL 55psf-TL Exterior Balcony 15psf-DL 60psf-LL 55psf-TL Primary Exit: 15psf-DL 100psf-LL 115psf-TL Stairs: 15psf-DL 100psf-LL 115psf-TL or 300 Ibs.concentrated LL Private Garage: 25psf-OL 50psf-LL 75psf-TL or 2000 Ibs.concentrated LL Guardrails: 20 plf lateral load @ top rail or 25 psf lateral load of total rail system Handrails: 200 lbs. concentrate LL Lateral Loads Wind Zone: 80 mph less than 40 feet Seismic Zone: 3 Soil Loads Assume Soil Profile SO 1500 psf nominal bearing capacity 150 psf nominal lateral bearing capacity Use 40 pcf equivalent hydrostatic pressure for structure retaining earth The above loads shall evaluated according to the Basic Load Combinations for Allowable Stress Design, UBC 1612.3.1, unless otherwise noted. This plan may indicate a schematic truss layout for design by others; load paths may require reevaluation if final truss layout has been changed. Verify prior to truss fabrication. Structural Connections Refer to Nailing Schedule UBC 23-II-8-1 for default attachment unless modified by note or schedule. All anchor bolts [AB] shall be J-style, complete with matching nut and 2"x2"x3/16" plate washer. Size as noted on plans. All machine bolts [MB] shall be complete with matching nut and washers: Size as noted on plans All metal light -framing connectors shall be Simpson Strong -Tie or equivalent manufactured/tested component. Unless otherwise noted on plans use the following basic styles, sized to suit the wood element being joined. Secure per mfr.to develop the full rated listed capacity. [Plan abbreviations are noted.] Joists/Rafters Hanger[ JH ] LUP or U Hanger Light Beam Hanger [ BH ] HU Hanger Heavy Beams Hanger [ HBH ] LEG Hanger Post Base [ PS ] EPB or CB Column Cap [CC] BC, or CC Hold-down [ HD ] HD2A or PHD2 Framing clip [ FC ] A-35 Tie -Down [ TO ] H-3/Rafter H-7/Truss Coil Strap [ CS ] C520 All components exposed to weather shall be galvanized or have an approved coating for the use intended. Sheathing and Structural Panels Secure all roof and wall sheathing [UNO] as follows: 8d @ 6"oc @ all edges and 12"oc @ field Block panel edges where noted on plan Freeman -Hui Garage by Olympic Ridge Construction Job.No. 2000.5 Date 14 April 2000 Revision �11 Langemack" deilgn consulan6& nupp"n senica 1v$wingg point way ne bainbridge islavd, wa 98uo of i - ' - „ eft, /AA e