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PPR SHED UP TO 12' WIDE x UP TO 24' LONG <br /> #8 x 3"FLAT HEAD <br /> REFER TO THE TRUSS DESIGN FOR W <br /> PREMIER PRO SERIES SELF-TAPPING SCRES <br /> LUMBER SIZE,PLATE SIZE,AND SPACED @ 24"O.C. <br /> TRUSS SPACINGiY111114‘ <br /> NOTES: 3/4"APA OR TECO / <br /> 12 \� COLLAR TIE REQUIRED ONLY AT 1, BUILDING CODE:2016 CBC AND 2016 CRC RATED T&G <br /> 5 12'WIDE SHEDS FLOOR DECKING <br /> DOUBLE TOP PLATES 2. DESIGN LOADING: 2"x 6"STEEL <br /> WIND SPEED&EXPOSURE:110C JOISTS @ 24"O.C. <br /> WALL FRAMING TO BE 2x4 <br /> ROOF LIVE LOAD:35 PSF (6005137-054) <br /> TRUSS NAIL PLATES ARE: - HF STUD GRADE OR ROOF DEAD LOAD:10 PSF <br /> #10 x 3/4"PAN :,,., 1 ie li 1,,,,,'N''''; <br /> f = - EAGLE METAL PLATES - BETTER @ 16"O.C. HEAD SELF-TAPPING ' <br /> 3. FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE <br /> (ICC#ESR-1082) _ SCREWS(2 PER TAB) <br /> o \ W _ RAFTER MANUFACTURED EARTH ANCHORS FOR THIS REQUIREMENTS OF THE 2016 CBC AND 2016 CRC . , <br /> 4 BY TUFF-SHED BUILDING ARE OPTIONAL. IF ALL SHEDS CONSTRUCTED ACCORDING TO STANDARD VENT HOLES @ 24"O.C. <br /> Q REQUIRED BY YOUR LOCAL CONVENTIONAL CONSTRUCTION METHODS. <br /> OPTIONAL LEVELING <br /> _ MUNICIPALITY,ANCHORS NAILING: BLOCKS <br /> ARE AVAILABLE AT TUFF ROOF: 2"x 6"STEEL TRACK EACH <br /> W <br /> ��STEEL SHED BASE:SEE DETAIL 4 SHED. SEE SALESPERSON ATTACH 7/16"SILVERCREST OSB SHEATHING TO TRUSSES WITH: END(6007125-054) <br /> —,rFOR PRICING. Bd NAILS @ 6"O.C.AT EDGES <br /> UP TO 12'-0"WIDE WALLSd NAILS @ 12"O.C.IN FIELD <br /> ATTACH 3/8"SMARTSIDE WITH FOIL BACKING TO WALL FRAMING <br /> WITH: <br /> .mBUILDING SECTION 8d NAILS @ 6"O.C.AT EDGES. <br /> SCAAE NTS 8d NAILS @ 12"O.C.IN FIELD 1. STEEL SHED FOUNDATION: <br /> HEADER: 2"x 6"-16 GAUGE STEEL TRACKS G140 ZINC COATED <br /> DOUBLE TOP PLATE DOUBLE TOP PLATE ATTACH HEADER TO STUD WITH: 2"x 6"-16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24"O.C. <br /> �_ 4-8d TOENAIL OR 4-16d END NAIL DOUBLED HEADER-16d @ (SUPPLIER:ALLIED STUDCO(JOIST:600S137-054/TRACK: <br /> `'3' 1/2"PLYWOOD SPACER :O. <br /> 16"STAGGERED FACE NAIL 600T125-054)ICC ER-4943P. <br /> HEADERS FOR 2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR <br /> HEADERS FOR OPENINGS UP TO 4'-0" DECKING. 24"MAX PANEL SPAN. STAGGER PANEL LAYOUT. <br /> OPENINGS UP TO 3'-0" USE(2)2x4 HF#2 3. FASTEN FLOOR DECKING TO JOIST&TRACKS USING <br /> [l'i.--' USE(2)2x4 HF#2 OPENINGS 4'-1"TO 8'-0" <br /> #8 x 1-5/8"MINIMUM LONG SELF-DRILLING SCREWS @ 12"O.C. <br /> 2x4 WINDOW SILL USE SEE DETAIL NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR <br /> �1KING STUD �ii KING STUD CRIPPLE STUD JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. <br /> �/'�� "�(I�� 2x4 TOP PLATE 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS <br /> II <br /> IA��� TRIMMER i - ='I'It"' �_ _ O@ 24 TRACKS WITH#8 x 3"GALVANIZED SELF-DRILLING SCREWS <br /> TRIMMERS BASE PLATE I OPENINGS 4'-1"TO 6'-0" 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS <br /> FLOOR DECKING USE(2)2x4 HF#2 4111.1111111111 CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS <br /> KING STUD BASE PLATE FLOOR DECKINGOUSE INGS LVL O 8 " AS SHOWN. <br /> 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL <br /> OPENINGS 4'-1"TO 6'-0" BUILDING: <br /> FOR WINDOW OPENINGS UP TO FOR OPENINGS UP TO 8'-0" USE(1)2x6 HF#2 SUGGESTED SIZES:2"x 8"x 16", 4"x 8"x 16",OR 8"x 8"x 16". <br /> 3'-0"ON PREMIER PRO SERIES ON PREMIER PRO SERIES OPENINGS 6'-1"TO 8'-0" TRIMMER STUD DOUBLE 2x4 HEADER BLOCKS UNDER JOISTS SPACED @ 8'-0"O.C.MAXIMUM. <br /> SIDE WALLS SIDE WALLS USE(1)2x6 LVLBLOCKS UNDER TRACK SPACED @ 4'-0"O.C.MAXIMUM. <br /> FOR OPENINGS UP TO 8'-0"WIDE <br /> WINDOW HEADER DETAIL <br /> ® FOR LOAD BEARING WALLS © DOR LO D BEARING WALLS HEADER DETAIL O LOAD BEARING WALHEADER DETAIL L <br /> S <br /> SCALE.N.T.S. ON- ® SHED BASE DETAIL <br /> TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING NO. <br /> DESIGN ARE THE PROPERTY TUFF SHED,INC. <br /> Customer: Drawn By: SJ OF TUFF SHED,INC.THESE BUILDING SECTIONS PPR-01 <br /> Storage Buildings&Garages Date: 5/1/17 DRAWINGSARE SOR A <br /> TO g g Site Address: BUILDING TO BE SUPPLIED IN HOUSE DRAFTING DEPARTMENT SHED BASE DETAILS REV.LEVEL 01 <br /> TUFF SHED,INC. Checked By: AND BUILT HE eU TUFF SHED. 1777 S.HARRISON STREET <br /> ANY OTHER USE IS DENVER,,COLORADO 80210 SHEET <br /> FORBIDDEN BY TUFF SHED (303)753-TUFF HEADER FRAMING DETAILS <br /> LENGTH-MU./ <br /> BUlldln9 SIZe:wor". -wDate:.r..AREA INC&THE ENGINEER OF <br /> Scale: N.T.S. RECORD. TUFF SHED NTE.ASSUMES ALL AWRESPONSIBILITYADTHE <br /> FOR 2016 CBC&CRC-110C PAGE 1 OF 1 <br /> THE NT Of THESE DRAWINGS AND THE <br /> " CONSTRUCTION OF THE BUILDINGS SHOWN HEREIN. <br />