#G X With Bonus Storage By SDS-CAD Specialized Design Systems

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1 12'-" 3'-0" '-" 30 year dimensinal shingles and virticle structural panel siding. Nailing schedule is " n ends 12" n centers d nails. Trusses are engineered attic trusses n 2".c. and framing is 2" x " n 1" centers. 12' ceiling height. BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. GARAGE TO BE BUILT AS PER IRC 200 OR CURRENT LOCAL CODE T the best f my knwledge these plans are drawn t cmply with wner's and/ r builder's specificatins and any changes made n them after prints are made will be dne at the wner's and / r builder's expence and respnsibility. The cntractr shall verify all dimensins and enclsed drawing. SDSCAD is nt liable fr errrs nce cnstructin has begun. While every affrt has been made in the preparatin f this plan t avid mistakes, the maker can nt guarantee against human errr. The cntractr f the jb must check all dimensins and ther details prir t cnstructin and be slely respnsible thereafter. All calculatins and member sizing shuld be verified fr yur building by a certified building fficial. 8'-0" 3'-0" 17'-0" 308 Pull Dwn Attic Access Stairs Electrical Panel '-0" 3'-0" 8'-0" P O Bx 37 Mendn, Utah Jhn@hplans.us #G3 28 X With Bnus Strage By Page 1 Page 2 Page 3 Page Page 5 Page Title Main Flr Plan Elevatin Views Fundatin Plan & Attic Plan Framing and Details Detail Page Ntes '-0" 12'-0" 2'-0" 3'-0" 3'-0" SCALE 1/"=1' GARAGE MAIN FLOOR PLAN 1 WP

2 REAR ELEVATION LEFT ELEVATION P O Bx 37 Mendn, Utah Jhn@hplans.us 8/12 PITCH RO ENGINEERED ATTIC TRUSS 15" TAIL OVERHANG 15" GABLE OVERHANG Asphalt Shingles 8'-0" 1'-9" FC FF 1'-0" FC 22'-9" Virticle Structural Panel Siding 3'-0" 12'-0" Min FF 12' Tall 2 x Walls SCALE 1/8"=1' FRONT ELEVATION RIGHT ELEVATION 2

3 7'-0" 1'-0" 7'-0" 5'-" 3'-0" 5'-" 3030 ATTIC '-" x 27'-" STORAGE 13'-7" x 27'-" ATTIC '-" x 27'-" GARAGE 2'-8" x 2'-8" P O Bx 37 Mendn, Utah Jhn@hplans.us " Cncrete Flr gravel fill, 8 x 20 Fting 8" Min Cncrete Wall 7'-0" 1'-0" 7'-0" ATTIC STORAGE PLAN SCALE 3/1"=1' FOUNDATION PLAN Cncrete: 1. All slabs are t be " cncrete ver " gravel unless therwise nted n the plans. 2. Anchr blts shall be A-307 embedded 7" minimum int cncrete r masnry grut. 3. All ftings minimum 3" belw final grade 3

4 3030 Pull Dwn Attic Access Stairs General framing: (Duglas Fir) GARAGE RO PRE-ENGINEERED ATTIC TRUSSES AS SUPPLIED BY TRUSS MANUFACTURER 2".c. Electrical Panel 12' Tall 2 x Walls 1. Minimum header sizes shall be accrding t the fllwing table unless therwise nted. Header sizes (single stry cnstructin) 2'-0" t '-0" Span 2-2x's ' + t '-0" Span 2-2x's ' + t 8'-0" Span 2-2x8's 8' + t 10'-0" Span 2-2x10's 10' + t 12'-0" Span 2-2x12's r as nted n plan 2. Brace all exterir walls and crss-stud partitins at each end f building and at least every 25' f length by ne f the fllwing: a. Simpsn WB 12 wall bracing with 3-1d nails at each end and 1-8d nails at each stud. b. Plywd sheathing f a minimum thickness f 7/1 inch. 3. Fire stpping: a. Fireblck stud spaces ver 10' in height, furred spaces, sffits, drp ceilings, cve ceilings, stair stringers at tp and bttm f run, bearing walls and ceiling jist lines, etc. Firestpping shall cnsist f 2" nminal lumber. b. Firestp penings arund vents, pipes, ducts, chimneys, and fireplaces at ceiling and flr levels with apprved nncmbustible materials.. CDX plywd is nt apprved where expsed t weather, i.e., rf verhangs. 5. Exterir wall framing t be 2"x " studs at 1".c. Interir wall, framing at nn-bearing walls t be 2"x" studs at 2".c. and at bearing walls 2"x" studs at 1".c. with duble tp plate.. Shear wall t be 7/1" Sheathing, see detail. 7. All stress grade lumber shall cmply with WCLA specs and bear apprval stamp n all pieces in place. 8. Framing lumber shall be Duglas Fir cnstructin grade Fb 150 r better unless therwise nted. 9. Nailing t be per current U.B.C. unless therwise nted. 10. All bearing partitins shall have duble tp plates. 11. Structural glued laminated timbers t be stamped by an apprved agency. 12. Use redwd r pressure treated sle plates at all exterir walls. P O Bx 37 Mendn, Utah Jhn@hplans.us Rf Framing: 1. Fascia t be 2"x Duglas Fir. 2. Fr sffit size see details. 3. Fr spans and dimensins refer t flr plans.. Trusses are t be an apprved truss design frm the truss manufacture's engineer. 5. Use Simpsn H-1 hurricane anchrs at each truss r rafter t wall cnnectin.. Slid blcking required between jists, rafters, and trusses ver all bearing walls. Such blcking shall be 1 ½" minimum thickness and full depth f jists, rafters, r trusses. 7. Minimum header sizes shall be accrding t the header size table unless therwise nted. 8. Basis f design rf live/snw lad f 37 psf, and rf dead lad f 15 psf. 9. Plywd rf decking t be Min ½" thick, 2/0, CDX r 5/8 wafer. WALL FRAMING SECTIONS SCALE 1/8"=1'

5 SINGLE POUR CORNER INSTALLATION CORNER DISTANCE FROM EDGE STRAP TO CORNER Simpsn Strng-Tie HPAHD HPAHD straps fr all (A) Alternate Braced Wall Panels See additinal detail fr all () Braced Wall Panels TYPICAL ALTERNATE BRACED WALL PANEL (A) NOTE: TYPICAL DETAILS FOR CONSTRUCTION TO MEET BUILDING REQUIREMENTS. GARAGES TO BE BUILT AS PER LOCAL CODE REQUIREMENTS CDX PLYWOOD SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERTICAL JOINTS PANEL SHEATHING USED AS CORNER BRACING W/ LONG DIMENSION PARALLEL TO STUDS SIDING MATERIAL STRUCTURAL PANEL CAN ACT AS SIDING IF EXTERIOR GRADE LEAVE 1/" EDGES & 1/8" ENDS UNLESS OTHERWISE REC- OMMENDED BY MANUFACTURER WALL FRAMING 10d " O.C. AT EDGES & SEAMS AND 10d 12" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE TYPICAL BRACED WALL PANEL () P O Bx 37 Mendn, Utah Jhn@hplans.us Grade 8" MIN. THICKNESS CONCRETE MAX. SPACING. BOLTS SHALL BE EMBEDDED 7" MIN. " CONC. SLAB 2 HOR. REBAR IN 8" WALL 18" MAX SPACING 2 REBAR IN FOOTING Fting and cncrete wall ptin " COMPACTED GRAVEL SIMPSON H1 TRUSS CLIP ASPHALT SHINGLES OVER 30# FELT 7/1" SHEATHING 1 x FASCIA PRE-ENGINEERED 2" O.C. 2 x 1" O.C. 7/1" MIN STRUCTURAL SHEATHING Attic Truss nt shwn in typical sectin " Min Bttm f fting t be a min f 32" belw grade r as required by lcal cde See page fr mre fundatin ntes 2 x MUDSILL 1/2" x 10" ANCHOR BOLT EMBEDDED 7" INTO CONC. " CONC. SLAB OVER " GRAVEL GARAGE TYPICAL SECTION DETAILS 5

6 P O Bx 37 Mendn, Utah Jhn@hplans.us Wall and Fting Ntes REVISIONS