Loading...
346 8TH ST - SHED DRAWINGSNOTES: UNINHABITED UTILITY SHED 14' AND 16' WIDE x UP TO 24' LONG 1. BUILDING CODE: p p 2014 FLORIDA BUILDING CODE PP' 1T R, TR/TRD800 BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES (HVHZ) OVERHANG OPTIONS 2. DESIGN LOADING: REFER 'TOTHE TRUSS DESIGN FOR WIND SPEED (T1609.3.1): V„It = 155 LUMBER SIZE, PLATE SIZE, PITCH Vasd = 120 AND TRUSS SPACING EXPOSURE: C FLORIDA APPROVED OWENS ROOF LIVE LOAD: 20 PSF CORNING OAKRIDGE 30 YEAR TOE NAIL ROOF DEAD LOAD: 10 PSF 5 12 SHINGLES - FL10674.1-R12 BLOCKING TO FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHE T 3) MAX -OR- RAFTER TOP PLATE R NOTES FLORIDA APPROVED THOMPSON RISK CATEGORY: 1 ARCHITECTURAL METALS CO. ° COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1) METAL ROOFING - FL5218.1-R2 WIND PRESSURE (psi) (ASD VALUES) 59 PSF ZONE 2 (BASED ON 10 SQ FT) WALL: 34 PSF(ZONE 4) TRUSS NAIL PLATES ARE: 42 PSF (ZONE 5) EAGLE METAL PLATES DOUBLE TOP PLATE M (ICC #ESR1082) TRUSS SIMPSON H2.5A PLATE ON FLORIDA BUILDING APPROVAL NUMBERS--N MANUFACTURED BY TUFF SHED INSIDE AT EACH RAFTER 1. WINDOWS BY TAFCO CORP- FLORIDA BUILDING APPROVAL C w FLORIDA APPROVED ROOF #FL20743.1. _ _ WALL FRAMING TO BE 2x4 SPF WALL TOP PLATES 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL 190.6-R4. o J UNDERLAYMENT WOODLAND #2 OR BETTER @ 16" O.C. 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL � ¢ INDUSTRIES INC. SIDING #FL10674.1-R12. FL #17206.2-R3 IF BUILDING IS LOCATED 4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - IN A FLOOD ZONE THEN STUDS FLORIDA BUILDING APPROVAL #FL17206.2-R3. SEE SHEET 3 FOR THE STEEL FLOOR FLOOD VENTS ARE REQUIRED 5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - if WITH ANCHOR DETAIL ONE SQ INCH SCREEN FLORIDA BUILDING APPROVAL #FL5218.1-R2. FOR EVERY ONE SQ FT TRUSS TO WALL 6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS- = 14'-0" TO 16'-0" WIDE OF BUILDING fl CONNECTION DETAIL FLORIDA BUILDING APPROVAL #FL17667.1. SCALE: N.T.S. 7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)- GABLE END FLORIDA BUILDING APPROVAL #FL17588.1. BUILDING SECTION' TRUSS SEE DETAIL 5, (Di SCALE: N.T.S. DOUBLE TOP PLATE (3) 16d NAILS TOP SHEET 1 FOR END CRIPPLES IF REQ. DOUBLE TOP PLATE WALL BRACING ( ) AND BOTTOM AT ` ► KING STUDS (TYP) CRIPPLE STUD CO MUNITY DEVELOPMEN' HEADERS FOR CRIPPLES (IF REQ.) OPENINGS UP TO 3'-0" KING STUD P ®, ` / USE (2) 2x4 SPF #2 HEADERS FOR HEADER NAILING: !s 1-� �/ OPENINGS UP TO 3'-6" HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER USE (2) 2x4 SPF #2 - 16d @ 16" STAGGERED FACE NAIL OPENINGS T-7" TO 5'-6" USE (2) 2x6 SPF #2 NAILING OPENINGS 5`-T' TO T-0" USE (2) 2x8 SPF #2 OPENINGS T-1 "TO 8'-0., REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.2x4 WINDOW SILL USE (2) 2x10 SPF #2 \— FLOOR DECKING KING STUD HEADERS FOR: TRIMMER STUD MAX WALL HEIGHT FOR EACH SHED: PPTR - 8'-0 1/4" (96 114" � BASE PLATE TRIMMER. OPENINGS UP TO T-0" USE (2) 2x4 SPF #2 OR BETTER ) BASE PLATE OPENINGS T-1" TO 8'-0" USE (2) 2x6 SPF #2 OR BETTER TR700 - V-8 1/4" (80 1/4") KING STUD TR800 - T-8 114"1/4 92 ") FLOOR DECKING ( REFER TO THE DOOR DETAIL (SHEET 2) FOR FOR 1 IINDOW OPENINGS UP TO T-0" F R O ENINGS UP TO 8'-0" THE DOOR DESIGN WINDOW HEADER DETAIL D OR HEADER DETAIL HEADER DETAIL FOR 3 FOR SIDE WALLS 3 F R SIDE WALLS O END WALLS SCALE: N.T.S. SCAA N.T.S.- SCALE: N.T.S. Order #. P.O. # THESE DRAWINGS AND THE SHED, INC. , �\1 /11I/�� TrrLE DRAWING NO. DESIGN ARE THE PROPERTY TUFF >�% Ejy TUFF s Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT C..� N S: <�s'/ FL-PPTR-TR800-02 DRAWINGS ARE FOR A BUILDING SECTIONS Storage BuRdingS & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD L WILLS,,P.E. -' Site Address: AND BUILT BY TUFF SHED. - Q. 76835 f HEADER FRAMING DETAILS REV' LEVEL 01 TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET 2014 FL BUILDING CODE SHEET Date: DEP COLORADO 80210 Building SIZe:WIDTH-LENGTH -NEIGH-SQ.FT. AREA SHED AND, THE ENGINEER OF � RECORDf (303)753-8833 EXT. 5618 S ATE OF Scale: N.T.S. '-� °-., �� o Q ; �` PAGE 1 OF 4 fj11/N IIIII1100 "\ ROOF SHEATHING (7/16" OSB) WIDTH LENGTH FIELD NAILING EDGE NAILING 14' 14'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C. 16' 16'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C. OOR HANDLE AND STRIKE NOTES: LATE ATTACHMENT 1. USE 8d COMMON OR GALVANIZED BOX NAILS. t STALL DOOR HANDLE PER ANUFACTURER'S i STRUCTIONS. USE #8 x 2-1/4" QUARE DRIVE WOOD SCREWS /8 SMART SIDE NAILING REQUIREMENT, BOLT LATCH ON FIXED DOOR FOR MIN 2'-4" RTN WALLS ON EACH END OF WALL OPENING I DOUBLE DOOR ATTACH STRIKE PLATE WITH (3) ATTACH (1) BOLT LATCH AT THE TOP AND 8 x 2" SQUARE DRIVE WOOD MMODLATCH AT THE BOTTOM OF THE CREWS. D DOOR. ATTACH EACH BOLT LATCH ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. 0 EXTERIOR DOOR SHEATHING 14' 14'-16' END WALL EDGE NAILING REQUIREMENTS MARK WALLS BEING USED END WALL WIDTH SIDE WALL LENGTH NAILING (NOTE 4) MAX. COMB. OPENING (NOTE 3) MIN TOTAL COMBINED SHEAR WALL a 4" O.C. NO OPENINGS ALONG THE WALL 10' 14' 14'-20' 14' 1 14'-22' 18d NAILS @ 6" O.C. 0' 14' 22'-24' 14' 24' 18d NAILS @ 4" O.C. 0' 14' 14' 16' 16'-24' 18d NAILS @ 6" O.C. 0' 16' BOLT LATCH ON FIXED DOOR FOR MIN 2'-4" RTN WALLS ON EACH END OF WALL OPENING I DOUBLE DOOR ATTACH STRIKE PLATE WITH (3) ATTACH (1) BOLT LATCH AT THE TOP AND 8 x 2" SQUARE DRIVE WOOD MMODLATCH AT THE BOTTOM OF THE CREWS. D DOOR. ATTACH EACH BOLT LATCH ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. 0 EXTERIOR DOOR SHEATHING 14' 14'-16' 8d NAILS 6" O.C. 4' 10' 14' 18'-24' 8d NAILS a 4" O.C. 4' 10' 14' 14'-20' 8d NAILS 4" O.C. 6' 8' 14' 22'-24' 8d NAILS 0 3" O.C. 6' 8' 14' 14' 8d NAILS 0 4" O.C. 8' 6' 14' 16'-18' 8d NAILS 3" O.C. 8' 6' 16' 16-18' 8d NAILS 0 6" O.C. 4' 12' 16' 20'-24' 8d NAILS 0 4" O.C. 4' 12' 16' 16' 8d NAILS 6" O.C. 6' 10' 16' 18'-24' 8d NAILS 4" O.C. 6' 10' 16' 16-18' 1 8d NAILS 4" O.C. 8' 18' 16 22'-24' 18d NAILS 3"O.C.1 8' 8' 3/8" SMARTSIDE OR 3/8" SMARTSIDE I WITH FOIL BACKER INTERIOR DOOR SHEATHING NAILING TABLE NOTES: 1. NAILIN _SMARTSIDE PANEL. 7/16" OSB 2. RETURN WALLS DESIGNATE MINIMUM WALL PANELS ON EACH END OF WALL. BOLT LATCH ON FIXED 3. NO SINGLE OPENING GREATER THAN 8'-0" DOOR FOR DOUBLE DOOR 4 USE COMMON' OR GALVANIZED BOX NAILS SIDE WALL EDGE NAILING REQUIREMENTS MARK 8d NAILS @ 6" O.C. 0' 14' MAX. 16'-24' WALLS END SIDE COMB. MIN TOTAL BEING` WALL WALL OPENING COMBINED USED WIDTH LENGTH NAILING NOTE 4 (NOTE 3) SHEAR WALL WITH A MINIMUM LENGTH OF 21" NO OPENINGS ALONG THE WALL WHEN THE FIXED DOOR IS 5.3/8" SMARTSIDE FIELD NAILING: 8d C(a�gy 12'" O.C. CLOSED AND BOTH BOLT 6. ONLY ONE HOLD DOWN CONNECTOT� TYPE IS LATCHES ARE ENGAGED, THE REQUIRED AT INTERSECTING' ENDS OF WALLS TOP BOLT LATCH WILL REST HINGE ATTACHMENT WHICH HAVE A COMMON END POST. USE MIN 2'-4 RTN WALLS ON EACH END OF WALL OPENING AGAINST THE INSIDE EDGE OF ( 14' 74' 14'-24' 8d NAILS 6" O.C. UP TO 5' 9' 14' 14'-24' 8d NAILS 4" O.C. UP TO 8' 6' 14' 14'-24' 8d NAILS 3" O.C. UP TO 9' S' 16` 16'-24' 8d NAILS 6" O.C. UP TO 6' 10' 46' 16'-24' 8d NAILS 4" O.C. UP TO 9' T 16' 16'-24' 8d NAILS 3" O.C. 14'-24' 8d NAILS @ 6" O.C. 0' 14' 16" 16'-24' 8d NAILS @ 6" O.C. -0' 16' ARE NOT REQ D WHEN USING CONCRETE SLAB. ODOUBLE DOOR ASSEMBLY HINGE ASSEMBLY :SIDE VIEW O FRONT VIEW SCALE: N.T.S. SCALE: N.T.S. DOORS: STANDARD DOOR CONSTRUCTION FOR TUFF SHED -DOOR UP TO 47" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 801 " ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR THE LOAD CRITERIA ON SHEET 1. Order #. P.O. # THESE DRAWINGS AND THE ` 11 I I I III//// • TITLE DRAWING NO. DESIGN ARE THE PROPERTY TSF $HEI), INC. D Drawn By: PK OF TUFF SHED, INC. THESE ENGII�iEERING DEPARTMENT ° .� •• °�'�/ �a��� FL-PPTR TR800-02 TUFF SHEE Customer: , N GENERAL NOTES DRAWINGS ARE FORA Storage Buildings&GarageS Date: 8/15/16 BUILDING TO BE SUPPLIED. RICHARD J. WILLS, P.E. � •': � REV. LEVEL 01 Site Address: AND BUILT BY TUFF. SHED. � N :76835 TUFF SHED; MFG. FACILITIES Checked By: ANY OTHER USE IS = =� FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET 2014 FL BUILDING CODE SHEET Date: DENVER, COLORADO 80210 � �= Building SIZe.WIDTH- LENGTH - HEI HT -SQ. Ff. AREA SHED AND THE ENGINEER OF • '"+ i �;. RECORD.. (303) 753-8833 EXT. 5618 STA E OF Scale: N.T.S. �,�,�.••• THE HEADER, AND THE BOTTOM LARGER HOLD DOWN CONNECTOR TYPE.) BOLT WILL REST IN A (3) TUFF SHED HINGES 7. SEE DETAIL 2, SHEET 3 FOR ADDITIONAL PRE -DRILLED HOLE IN THE • PER DOOR/DOOR PANEL, FILL EVERY AUGER ANCHOR LOCATIONS AND FLOOR DECKING. HOLE IN HINGE WITH A INFORMATION. UP TO 11' S' • • — #8 x 2-1/4" SQUARE 8. SEE DETAIL 4, SHEET 3 FOR ADDITIONAL • DRIVE WOOD SCREW. ANCHOR LOCATIONS AND INFORMATION FOR USE WITH CONCRETE SLAB. AUGER ANCHORS DOOR THRESHOLD ARE NOT REQ D WHEN USING CONCRETE SLAB. ODOUBLE DOOR ASSEMBLY HINGE ASSEMBLY :SIDE VIEW O FRONT VIEW SCALE: N.T.S. SCALE: N.T.S. DOORS: STANDARD DOOR CONSTRUCTION FOR TUFF SHED -DOOR UP TO 47" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 801 " ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR THE LOAD CRITERIA ON SHEET 1. Order #. P.O. # THESE DRAWINGS AND THE ` 11 I I I III//// • TITLE DRAWING NO. DESIGN ARE THE PROPERTY TSF $HEI), INC. D Drawn By: PK OF TUFF SHED, INC. THESE ENGII�iEERING DEPARTMENT ° .� •• °�'�/ �a��� FL-PPTR TR800-02 TUFF SHEE Customer: , N GENERAL NOTES DRAWINGS ARE FORA Storage Buildings&GarageS Date: 8/15/16 BUILDING TO BE SUPPLIED. RICHARD J. WILLS, P.E. � •': � REV. LEVEL 01 Site Address: AND BUILT BY TUFF. SHED. � N :76835 TUFF SHED; MFG. FACILITIES Checked By: ANY OTHER USE IS = =� FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET 2014 FL BUILDING CODE SHEET Date: DENVER, COLORADO 80210 � �= Building SIZe.WIDTH- LENGTH - HEI HT -SQ. Ff. AREA SHED AND THE ENGINEER OF • '"+ i �;. RECORD.. (303) 753-8833 EXT. 5618 STA E OF Scale: N.T.S. �,�,�.••• UP TO 11' S' •.: � -. PAGE 2 OF 4 ���1i sS'Gr�tAL E�`�;• a SELF -DRILLING X 3" HEX HEAD TRIM SELF ' -DRILLING SCREWS � 1. STEEL SHED FOUNDATION: AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES 60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED 2X4X2' SIDING . PART NUMBERS: 3/4" APA OR TECO RATED 60OS137-054 - 16 GAUGE STEEL JOISTS 6140 ZINC COATED BLOCK OT3644BGMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER T&G FLOOR DECKING. @ 24" O.C. ATTACH BRACKET TO STUD REPORT NO. RAD -3060 SUPPLIER: ALLIED STUDCO JOIST: 60OS137-054 / TRACK: THRU HOLE IN ANCHOR OTI7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS 2X6 STEEL JOISTS ( ( PLATE WITH 1/2"0 x 7" REPORT NO. LO-FJ90129-A @ 24" OC 600T125-054) ICC ER -4943P. CARRIAGE BOLT W/FLAT -OR- 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR z #10 X 3/4" PAN I DECKING.i— WASHER ON THE INSIDE OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS .HEAD SELF -DRILLING ®� 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. � ANDLOCKNUT REPORT NO. LO-FJ90129-B 3. FASTEN FLOOR DECKING TO JOIST &TRACKS USING WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS SCREWS (2 PER TAB) CORNER STUD • #8 x 1-5/8"ZINC PLATED SCREWS @ 12" O.C. WITH THE MAXIMUM LOAD OF 4,725 LBS VENT HOLESNO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR . 24" OC. � .r JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. OPTIONAL LEVELING BLOCKS 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO FOISTS 2X6 STEEL TRACK EACH END OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING STUD i SCREWS @ 12" O.C. BASE PLATE SCREW SPACING i 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS o WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS 6-12' 8" O.C. AS SHOWN. STUD AUGER ANCHORS 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL M PROVIDE (1) ANCHOR AT EACH CORNER WIDTHLENGTH 14' 14'-20' # OF ANCHORS 14' 14'-20' 4 ANCHORS 14' 22'-24' 6 ANCHORS 16' 18'-18' 4 ANCHORS 16' 20'-24' 6 ANCHORS ATTACH BRACKET TO STUD THRU HOLE 3/8" N LON IN ANCHOR PLATE WITH LOCK NUT 1/2"0 x 7" CARRIAGE BOLT W/FLAT WASHER ON THE z EASEPLATE INSIDE AND LOCKNUT FLOOR PLY OT17SWB � KWIK BOLT ANCHORS INTO CONCRETE) RE: DETAIL 3 SHEET 3 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL M PROVIDE (1) ANCHOR AT EACH CORNER QTY 14' 14'-20' G BUILDINSIDING OF BUILDING AND REMAINING ANCHORS 14' 22'-24' 8 SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16". SPACED EQUALLY ALONG SIDEWALLS 6 STEEL SHED BASE DETAIL BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM. TRIM BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. END WALL SCALE: N.T.S. #4 CONTINUOUS SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED � ANCHOR BRACKET FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY TO BE FLUSH WITH 1 3/4' AUGER ANCHOR DETAIL EDGE OF TRIM SIDING �`J SCALE: N.T.S. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING UNHEATED SPACE TRIM STUD ANCHOR BOLT & CONTINUOUS FOOTING NOTES - cM GRADE ATTACH BRACKET TO STUD THRU HOLE 3/8" N LON IN ANCHOR PLATE WITH LOCK NUT 1/2"0 x 7" CARRIAGE BOLT W/FLAT WASHER ON THE z EASEPLATE INSIDE AND LOCKNUT FLOOR PLY OT17SWB � KWIK BOLT ANCHORS INTO CONCRETE) RE: DETAIL 3 SHEET 3 WIDTH LENGTH QTY 14' 14'-20' 6 14' 22'-24' 8 16' 16-18' 6 16' 20'-24' 8 _OR_ BEARING PRESSURE IS 1000 PSF AT 12 BELOW GRADE. NOTES: OT24$WB 6" —772'4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, Pc= 2500 PSI. 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS °� 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR MIN lkO 2. PROVIDE 1 ANCHOR AT EA. CORNER \ DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER. 1/2 HILT] KWIK BOLT TZ OF THE BUILDING. THE REMAINING do z/�/ " �% /� �� 6. SEISMIC DESIGN CATEGORY: B A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING STAINLESS STEEL 304 ANCHORS EQUALLY SPACED ALONG THE S B 1/2" DIA X 7" LONG SIMPSON TITEN ANCHOR WITH WASHERS. EMBEDMENT DEPTH = 2 1/4 LENGTH OF THE BUILDING. (1/2 THE B. EXPANSION BOLTS SHALL EMBEDDED AT LEAST 5" INTO THE STEEL SHED REMAINING ANCHORS ON EA. LENGTH R INFORCEMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN V OC. MIN. EDGE DISTANCE = 6" ASE SIDE EQUALLY SPACED). a 3" CER. P R NOTES BELOW C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE_ ANCHOR SPACING: RE: KWIK 4" CO CRETE (� } TYP. WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN? BOLT h DIAMETERS FROM EACH END OF EACH PIECE. BOLT ANCHORS TABLE, SHEET 3 PAD (I AIN) M 8 T ICKENED SLAB MI SIDEWALL BRACKET DETAI 4 CONCRETE FOUNDAI N ET IL SCALE: N.T.S. SCALE: N.T.S. Order #. P.O. # THESE DRAWINGS AND THETUFF SHEDINC. //41l/// TITLE DRAWING NO. , DESIGN ARE THE PROPERTY \ ♦ PANS' -.. D •Jf` //// TUFF E Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT \ S /i�� DETAILS FL-PPTR TR800-02 DRAWINGS ARE FOR A ;' Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD 7. WILLS, P.E. � REV. LEVEL 01 Site Address: i AND BUILT BY TUFF SHED. -b N .76835 TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET 2014fL BUILDING CODE SHEET 3 Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 Building Size.WIDTH-LENGTH HEIGHT -SQ FT. AREA l RECORD. (303) 753-8833 EXT. 5618 '�'• STA E OF Scale: N.T.S. 9©•-••. I o P :. PAGE 3 OF 4 'f,O/111I i P.T. SILL PLATE 1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL PER NOTES BELOW BE WWF 6X6 W1.4xW1A . LOCATE AT MID -DEPTH OF SLAB. -OR- #4 CONTINUOUS SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY 1 3/4' TOP & BOTTOM THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. J d 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING U } FINISH CONCRETE FLOOR BEFORE POURING CONCRETE. - cM GRADE 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL, OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL _OR_ BEARING PRESSURE IS 1000 PSF AT 12 BELOW GRADE. NOTES: OT24$WB 6" —772'4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, Pc= 2500 PSI. 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS °� 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR MIN lkO 2. PROVIDE 1 ANCHOR AT EA. CORNER \ DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER. 1/2 HILT] KWIK BOLT TZ OF THE BUILDING. THE REMAINING do z/�/ " �% /� �� 6. SEISMIC DESIGN CATEGORY: B A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING STAINLESS STEEL 304 ANCHORS EQUALLY SPACED ALONG THE S B 1/2" DIA X 7" LONG SIMPSON TITEN ANCHOR WITH WASHERS. EMBEDMENT DEPTH = 2 1/4 LENGTH OF THE BUILDING. (1/2 THE B. EXPANSION BOLTS SHALL EMBEDDED AT LEAST 5" INTO THE STEEL SHED REMAINING ANCHORS ON EA. LENGTH R INFORCEMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN V OC. MIN. EDGE DISTANCE = 6" ASE SIDE EQUALLY SPACED). a 3" CER. P R NOTES BELOW C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE_ ANCHOR SPACING: RE: KWIK 4" CO CRETE (� } TYP. WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN? BOLT h DIAMETERS FROM EACH END OF EACH PIECE. BOLT ANCHORS TABLE, SHEET 3 PAD (I AIN) M 8 T ICKENED SLAB MI SIDEWALL BRACKET DETAI 4 CONCRETE FOUNDAI N ET IL SCALE: N.T.S. SCALE: N.T.S. Order #. P.O. # THESE DRAWINGS AND THETUFF SHEDINC. //41l/// TITLE DRAWING NO. , DESIGN ARE THE PROPERTY \ ♦ PANS' -.. D •Jf` //// TUFF E Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT \ S /i�� DETAILS FL-PPTR TR800-02 DRAWINGS ARE FOR A ;' Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD 7. WILLS, P.E. � REV. LEVEL 01 Site Address: i AND BUILT BY TUFF SHED. -b N .76835 TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET 2014fL BUILDING CODE SHEET 3 Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 Building Size.WIDTH-LENGTH HEIGHT -SQ FT. AREA l RECORD. (303) 753-8833 EXT. 5618 '�'• STA E OF Scale: N.T.S. 9©•-••. I o P :. PAGE 3 OF 4 'f,O/111I i II TUFFSHED - Trvss: TOl '.''.. 1777 SOUTH HARRISON STREET. 3.bNvre: 14xrL -SUITF,600 Desix,�PR DENVER CO 80210 Duv 051110 MAlk 4 P.au I. f2 SPAN PflCH QrY OHI. OHR - CANTL CA11R I.t3 SPACING WGTTIY .31. 3.89112 10 2J-9 :0-38 4. les i T All plus xipwamhc F;bm9.ImMhwwixnold. T -0d Loading(psQ Geuorsl CSl Summary• DeBeceon V (be) ed ROOF SHEATHING A1:: D BYkGAe: mlx Kll-31 Wnir- wv .9)9 .15411 L/ m o e.PMmbomn Y®1-moz He ax:(sp Wn1 alb .vr9 1ssl uNo .: 2X8 BLOCK NAILS RURO END AND - ecu,: JWm pz;Das -xran_ naso x 6-8d COMM NAILS THRU ROOF SHEATHING END WALL BCp.: ro - 1.vd.rnAL' IISX TRUSS - 2)(4 BRACE A7 6' OC ATTACH HATH (611Hd Reaedim Seminary - _ COMMON FACE NAILS AT BLOCK AND AT v9ida a ROOF SHEATHING. 3 NAILS EACH SIDE �:AOb Max MJISax � "W Mu�L� .360. az amm. room. TRUSSBiriicing- Mecerisl Suzwury 5 n:,u Swmwugewmayama. ATTACH END WALL TRUSS TO TOP PLATE WITH _ _ x ucarc:s 6bvmrasnA b5.aanrma�by(Hrc NAILS PER DETAILS LOWS Summary 2X4 FULL LENGTH OF BUILDING -S'.00 H'ixs 91®m5be.aoamraeen«naxneam.b.u.J®rswaASCE]-Iawhdat.a..:u-.mfwligae u5.mpxlFam.Nh 6spw.eGmxioea. 1960. BOTH END WALLS.. AT'ACH TO TRUSS aitCaaeaylLPon0eH8Dhm lbflx2aa,6-ISR fi4loentia e.nvdxmova.MN WIP I.m zl,s+.m.Wmwbeiahl.:emaemmrvmd BOTTOM WITH 2- NAILS._ - nM.R�..s.a.. m,mem,haxyyrdm.�m�wmlxcicm., NAIL ALSO AT END WALL TRUSS. luNCueDL 4a DaA Lotl MATCH DIAGONAL BRACE LOCATION. oiea.aee4sfi MnaOn laa9ml [ff amz Zen soca sam9aa Fmluaa T1wan H10ANCINOR AT EA BRACE 1154 13tl-8 Ixmm t• m 1m Nvwi THIS DETAIL IS PROVIDED IN U U OF A RIGID CEILING SYSTEM Member Foroes Samm.ry • m �® W • -ma_ a END WALL BRACE and a TRUSS BOTTOM CHORD BRACE - NOT TO SCALE. O6m;.n.xlamxe,m �.IN:mlaexmm3e6..riur.lr�n V�deaimlHpgx.r. z)Whe.u:m-m.1�.�rrwRs�..>�=�.�aw.Pa4�M.emloTw z-mazcmeaJ6xole-n. 3zTmml.<,l:,.at...<e.aa�mr nxlfa-uml. 4)axebamdutlxe6M+.•.MtlatlMabP.li.MeramgUewry 5)lsdx'vxlupm rcoceaemmamMW'FR6&fACbumtl( Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC. \\! t� `' ¢✓tJ TITLE DRAWING NO. TDUFF DESIGN ARE THE PROPERTY Sy DRAWINGS ARE FORA .F C •• ,,�� TRUSS DETAILS FL-TR800-02 Customer: Drawn $ : PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT �`, c s ' ,. FL - Date: ' 8/15/16 BUILDING TO BE SUPPLIED No. 76835' REV. LEVEL 1 Storage Buildings &Garages RICHARD J. WII,LS, P.E. _ Site Address: AND BUILT BY TUFF SHED. TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS �� ° FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET 2014 FL BUILDING CODE SHE FT �+ Date: SHED AND TH:E ENGINEER OF DENVER, COLORADQ 80210 �' ': • •: Building SIZe.W1OTH-LENGTH - HEIGHT. SO. FT. AREA - l RECORD. 303 753-8833 EXT. 5618 �0 STAT OF Scale: N.T.S. % P PAGE 4 OF 4 /OpdA� E \ F���II!lllliltl\���` - TUFFSHED 1777 SOUTH HARRISON STREET SUITE600 DENVERC030210 Truss; TO 3.aN.s ssx H. Dwisaa H( Duc O illi 1515: 39: 53 Page: 1 oa SPAN PIIC:H QTV OHi, - om, CANTL CANTSMCING Ww 1 IS -5Q X9.12 10 0.vY 0.3$ .0.0-0 00-0 1 24.in 4]165 _211 Dmi PI( 41f' 211 ^\ 4 � i I i J" 009 '090 - 9 ]Aa Tag 1 4 009 tCTI: m aHBc.m:. tn(:m 0' rt: oa8(4-5) -1 L D (sa) IC b :fall r OC: O.R (6D skrtlL L/999: (sa) L. Mi. D All ple, e, wnm heF4gle20unlxaanaw45emHal. Loading (psf). General CSI Sumorery af u poc) Allowed e e,. ttLL. 'e Ixm2' .TC LLm(I-n Fro, =­ mi ro, 0. n :(Sal L•3q m'LL: 0 Imp Sflx lnmu.Yer W.m: nS(3a) .151 f0 bAOL. 115x nm B All PI ashown he Fag1e20m11 alhmi nokA. 80 x Pan x 35n ISOm. ms . w Macerial$ummary -e srPn x.4 2k4 W<M PF 4 =13x LoadMg 0M0 Geeeral. 0'31 snmloary DeBeatioR u .floe) +ggliel b ee.um�Fe+vin IM;1601.1 1Cll: 0 ma: I w.�. is 96yCam: Im'm x: rr F20P.' �a�:Ye. tC O50(a5) ec: a6z(5c) oz3(3.M 3MT1 61Rn L!In6 (Sa) Lrlm Stew ome; L1w9 - f5a> L,xao oab x 191 ISSo 158N Dann rmf IOIM 2(v Member Forces Summary - x osu5 w It»i �1 !+ azez cur m. lam Notes : wl ! +" •• 1 x.. - Reuben$nnlmm•y wam M r., Muxtrev wy'ss n cl M. iR �fih M335 T 35. Ian Wl� m5 11n J_m 1 nH � -3356 a51b td - mme,' aAs__ Bruing Summary S&vhrAa Pul®v }I lq naf a mv9� ly aba BC Fv2+xi 74k]-d.4phya SPFBetl xx4 - Laaaasnmmary 1)Tx'neavlerhmitleigvenrmeeaanN.xntlbenbattv�b�we xiaA9C£I-IOwitllav PN+wiTs�m1"erObK L95.Vx(Fsus41•WvW<[:fn'Nno40e RikCmpxy tl.fAval,n4RUiuvl4flsMRL=ISft6n7a tnrxS.ReodweburcnireL. IXtw Lm 'z1 LNaarceamr8mem�nuxnme.moa.;am.6 :4igM nM:maaaaMas ' wmnl-e-.wPF.fn,<.orm.mxemclmz.l - Member Farces Snmluary xd mwa4rxr-.,-,.e.:!m.,� - "Hi 5,t u."plig, 157, a..ss ' Illhtleuoabd �,mmnairaltrvryvuvmmp+xdaa wMupv If sPrtl'®.WGpn l euv cm•n �yvhry 6uKun DambPo0gv14emtlsv T9 l-]XI1X3vpx3NOm.mr TUFFSHED Truss: T02 1777 SOUTH HARRISON STREET - mhNa.e: ,sxtt SUITE 6(q DENVECO 80210 R Daigvo-t4(. wb: will. MAL" P� I oft SPAN PITCH - . QTY OHL OHR CANT L CANTR - 13-58 4:97112 le :0.18 038 000 000 VS RA -G WGTIPLY I 24 iv a31h ..."_........ 3n -n .......__ .......... T4I9 _ gal 1300 al T All plus xipwamhc F;bm9.ImMhwwixnold. T -0d Loading(psQ Geuorsl CSl Summary• DeBeceon V (be) ed ROOF SHEATHING A1:: D BYkGAe: mlx Kll-31 Wnir- wv .9)9 .15411 L/ m o e.PMmbomn Y®1-moz He ax:(sp Wn1 alb .vr9 1ssl uNo .: 2X8 BLOCK NAILS RURO END AND - ecu,: JWm pz;Das -xran_ naso x 6-8d COMM NAILS THRU ROOF SHEATHING END WALL BCp.: ro - 1.vd.rnAL' IISX TRUSS - 2)(4 BRACE A7 6' OC ATTACH HATH (611Hd Reaedim Seminary - _ COMMON FACE NAILS AT BLOCK AND AT v9ida a ROOF SHEATHING. 3 NAILS EACH SIDE �:AOb Max MJISax � "W Mu�L� .360. az amm. room. TRUSSBiriicing- Mecerisl Suzwury 5 n:,u Swmwugewmayama. ATTACH END WALL TRUSS TO TOP PLATE WITH _ _ x ucarc:s 6bvmrasnA b5.aanrma�by(Hrc NAILS PER DETAILS LOWS Summary 2X4 FULL LENGTH OF BUILDING -S'.00 H'ixs 91®m5be.aoamraeen«naxneam.b.u.J®rswaASCE]-Iawhdat.a..:u-.mfwligae u5.mpxlFam.Nh 6spw.eGmxioea. 1960. BOTH END WALLS.. AT'ACH TO TRUSS aitCaaeaylLPon0eH8Dhm lbflx2aa,6-ISR fi4loentia e.nvdxmova.MN WIP I.m zl,s+.m.Wmwbeiahl.:emaemmrvmd BOTTOM WITH 2- NAILS._ - nM.R�..s.a.. m,mem,haxyyrdm.�m�wmlxcicm., NAIL ALSO AT END WALL TRUSS. luNCueDL 4a DaA Lotl MATCH DIAGONAL BRACE LOCATION. oiea.aee4sfi MnaOn laa9ml [ff amz Zen soca sam9aa Fmluaa T1wan H10ANCINOR AT EA BRACE 1154 13tl-8 Ixmm t• m 1m Nvwi THIS DETAIL IS PROVIDED IN U U OF A RIGID CEILING SYSTEM Member Foroes Samm.ry • m �® W • -ma_ a END WALL BRACE and a TRUSS BOTTOM CHORD BRACE - NOT TO SCALE. O6m;.n.xlamxe,m �.IN:mlaexmm3e6..riur.lr�n V�deaimlHpgx.r. z)Whe.u:m-m.1�.�rrwRs�..>�=�.�aw.Pa4�M.emloTw z-mazcmeaJ6xole-n. 3zTmml.<,l:,.at...<e.aa�mr nxlfa-uml. 4)axebamdutlxe6M+.•.MtlatlMabP.li.MeramgUewry 5)lsdx'vxlupm rcoceaemmamMW'FR6&fACbumtl( Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC. \\! t� `' ¢✓tJ TITLE DRAWING NO. TDUFF DESIGN ARE THE PROPERTY Sy DRAWINGS ARE FORA .F C •• ,,�� TRUSS DETAILS FL-TR800-02 Customer: Drawn $ : PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT �`, c s ' ,. FL - Date: ' 8/15/16 BUILDING TO BE SUPPLIED No. 76835' REV. LEVEL 1 Storage Buildings &Garages RICHARD J. WII,LS, P.E. _ Site Address: AND BUILT BY TUFF SHED. TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS �� ° FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET 2014 FL BUILDING CODE SHE FT �+ Date: SHED AND TH:E ENGINEER OF DENVER, COLORADQ 80210 �' ': • •: Building SIZe.W1OTH-LENGTH - HEIGHT. SO. FT. AREA - l RECORD. 303 753-8833 EXT. 5618 �0 STAT OF Scale: N.T.S. % P PAGE 4 OF 4 /OpdA� E \ F���II!lllliltl\���` - TUFFSHED 1777 SOUTH HARRISON STREET SUITE600 DENVERC030210 Truss; TO 3.aN.s ssx H. Dwisaa H( Duc O illi 1515: 39: 53 Page: 1 oa SPAN PIIC:H QTV OHi, - om, CANTL CANTSMCING Ww 1 IS -5Q X9.12 10 0.vY 0.3$ .0.0-0 00-0 1 24.in 4]165 -12 Dmi PI( 41f' 211 ^\ 4 � i I i J" 009 '090 - 9 ]Aa Tag 1 4 009 tCTI: m aHBc.m:. tn(:m 0' rt: oa8(4-5) -1 L D (sa) IC b :fall r OC: O.R (6D skrtlL L/999: (sa) L. Mi. D All ple, e, wnm heF4gle20unlxaanaw45emHal. Loading (psf). General CSI Sumorery af u poc) Allowed e e,. ttLL. 'e Ixm2' .TC LLm(I-n Fro, =­ mi ro, 0. n :(Sal L•3q m'LL: 0 Imp Sflx lnmu.Yer W.m: nS(3a) .151 f0 bAOL. 115x nm B Reaedou$ummary n �aam asam wen M..Rw., <a.t n . 1 x Pan x 35n ISOm. ms . w Macerial$ummary Z. Zk Z. .ms Brig Summary srPn x.4 2k4 W<M PF 4 =13x w..a}w n.m4.ya.n Hr+ s aAna..lsvw:.aaan rwoavprga.,. Lands Suimnary - D'aumwlnheua:,db. df tl Snro-Mmtl4�.b" xtlrAtiCRl.lOxMeebmwiguei4reedipa.155•mphlrM-W:E9vv.GHCWvd(Lbbrtp ad(trtgwgOwa0a6gnbuldOxxlfth�i5R Fn3nsTrsx lwmaNxabd+nYmd. 90L=1.m +ggliel b ee.um�Fe+vin IM;1601.1 Laadfvse D3: S4Dwd Load lAapxetllm8 - MrnMr laaun� aae SwlLea-FM1,ad Pbwml 10 191 ISSo 158N Dann rmf IOIM 2(v Member Forces Summary m �, x osu5 w It»i �1 !+ azez cur m. lam Notes : wl ! +" •• 1 x.. - )LKre aLm�e.m b prm vdmwitlm6map)muaifivn.Praf al A mewmamm qu64 ay.a asp:gm:D.vmtPd,pvMaM1vlix•'iPll mm<lrvve 600.4 ) m�+mw� tla xo• me � Im. bmnaAaxmamox.lurmu.rwf w+�rswwwzy sLabx:4 n re.L.epamma.Mumx9ncu T All plus xipwamhc F;bm9.ImMhwwixnold. T -0d Loading(psQ Geuorsl CSl Summary• DeBeceon V (be) ed ROOF SHEATHING A1:: D BYkGAe: mlx Kll-31 Wnir- wv .9)9 .15411 L/ m o e.PMmbomn Y®1-moz He ax:(sp Wn1 alb .vr9 1ssl uNo .: 2X8 BLOCK NAILS RURO END AND - ecu,: JWm pz;Das -xran_ naso x 6-8d COMM NAILS THRU ROOF SHEATHING END WALL BCp.: ro - 1.vd.rnAL' IISX TRUSS - 2)(4 BRACE A7 6' OC ATTACH HATH (611Hd Reaedim Seminary - _ COMMON FACE NAILS AT BLOCK AND AT v9ida a ROOF SHEATHING. 3 NAILS EACH SIDE �:AOb Max MJISax � "W Mu�L� .360. az amm. room. TRUSSBiriicing- Mecerisl Suzwury 5 n:,u Swmwugewmayama. ATTACH END WALL TRUSS TO TOP PLATE WITH _ _ x ucarc:s 6bvmrasnA b5.aanrma�by(Hrc NAILS PER DETAILS LOWS Summary 2X4 FULL LENGTH OF BUILDING -S'.00 H'ixs 91®m5be.aoamraeen«naxneam.b.u.J®rswaASCE]-Iawhdat.a..:u-.mfwligae u5.mpxlFam.Nh 6spw.eGmxioea. 1960. BOTH END WALLS.. AT'ACH TO TRUSS aitCaaeaylLPon0eH8Dhm lbflx2aa,6-ISR fi4loentia e.nvdxmova.MN WIP I.m zl,s+.m.Wmwbeiahl.:emaemmrvmd BOTTOM WITH 2- NAILS._ - nM.R�..s.a.. m,mem,haxyyrdm.�m�wmlxcicm., NAIL ALSO AT END WALL TRUSS. luNCueDL 4a DaA Lotl MATCH DIAGONAL BRACE LOCATION. oiea.aee4sfi MnaOn laa9ml [ff amz Zen soca sam9aa Fmluaa T1wan H10ANCINOR AT EA BRACE 1154 13tl-8 Ixmm t• m 1m Nvwi THIS DETAIL IS PROVIDED IN U U OF A RIGID CEILING SYSTEM Member Foroes Samm.ry • m �® W • -ma_ a END WALL BRACE and a TRUSS BOTTOM CHORD BRACE - NOT TO SCALE. O6m;.n.xlamxe,m �.IN:mlaexmm3e6..riur.lr�n V�deaimlHpgx.r. z)Whe.u:m-m.1�.�rrwRs�..>�=�.�aw.Pa4�M.emloTw z-mazcmeaJ6xole-n. 3zTmml.<,l:,.at...<e.aa�mr nxlfa-uml. 4)axebamdutlxe6M+.•.MtlatlMabP.li.MeramgUewry 5)lsdx'vxlupm rcoceaemmamMW'FR6&fACbumtl( Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC. \\! t� `' ¢✓tJ TITLE DRAWING NO. TDUFF DESIGN ARE THE PROPERTY Sy DRAWINGS ARE FORA .F C •• ,,�� TRUSS DETAILS FL-TR800-02 Customer: Drawn $ : PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT �`, c s ' ,. FL - Date: ' 8/15/16 BUILDING TO BE SUPPLIED No. 76835' REV. LEVEL 1 Storage Buildings &Garages RICHARD J. WII,LS, P.E. _ Site Address: AND BUILT BY TUFF SHED. TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS �� ° FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET 2014 FL BUILDING CODE SHE FT �+ Date: SHED AND TH:E ENGINEER OF DENVER, COLORADQ 80210 �' ': • •: Building SIZe.W1OTH-LENGTH - HEIGHT. SO. FT. AREA - l RECORD. 303 753-8833 EXT. 5618 �0 STAT OF Scale: N.T.S. % P PAGE 4 OF 4 /OpdA� E \ F���II!lllliltl\���` TUFFSHED Tr13ss: T02 1777 SOUTH HARRISON STREET SonNamr: I.. SUITE 600 Dmi PI( DENVERC'080210 m« os 1•Is 3s;J9:a2 Rlge: I.fz SPAN riC 'QTY OHL OM CA -TR FLYS SPACMG W'GTIPLY t5-50 4.41,12 10 038 2J$ 000 241. 4YIbs .. ...._"......_084 ..__...:. _. ._ .. ..-.....I flAsad 4�- I 4x�o- 009 '090 - 9 ]Aa Tag 1 Nid+�yllox'nlobePsgle20+s1asaM1cnvisemloL L4ading(PsO General CSI Sumoury Delketimi Il 0.) Albwed. tCTI: m aHBc.m:. tn(:m 0' rt: oa8(4-5) -1 L D (sa) IC b :fall r OC: O.R (6D skrtlL L/999: (sa) L. Mi. D rsPMbluxac:Y' xLIR. l0 I.*vmrDUL: u5x. - , Rextioe Summmv _ ho. A3SWW Max�� 356 I'9s� Rq6' W18s a65N rd5 M'mmial'Summery Brmfilg Summery rt SPr[13x4 iCem6g lWmu0.]nru9'na�hy0aen 9hm 6YF'Setl Ea4 RCn°.ig :&eatletlmPa8avS2QPVYlm$mW(kelx Leadfi Smm- y DTI:w.l„mmmu.4 wmm.a..m.Twb,Asct7.lnx,aa.r.v.,.,em,e.m:ue Isswn(r areaE.v�rc:e-acrkmq, '. Rak('salps'ILQa.+enlds �x1a9 F-15dfatllae Thu:eahatl«mvxWee6 not=I%x( I, (xuR...4�ro rmmr.-16i�.�me4 :. n 31Mibinn aaclva'eRMlnnzW(.OuesmGieexnnieC.l(0),I L..adCaeDl: Sd DwOL.W DurbsNlu% 6tttin� Snore Sbnlaaa Iud4d libwbfi T. � �.p}S1 0U-0� 4).ao Prtj IOpP f01n( Tap. IS541 ISYS IMn fly IOpY IOpd x5v ',. Member Far es R- i-, �(l"Nii-, w85 b. to O.Irv. ! M Nows; ) �� vw q- P+v aPo.M frcmaP�.fe.utlHnixer� n 9rn 9mM.s..vrow'�. raiyy-M.aimwnll.nufxtgxr3 mea s"'m"a Afo.a..avd�rtR.<o,.mwwc. (�.c� T All plus xipwamhc F;bm9.ImMhwwixnold. T -0d Loading(psQ Geuorsl CSl Summary• DeBeceon V (be) ed ROOF SHEATHING A1:: D BYkGAe: mlx Kll-31 Wnir- wv .9)9 .15411 L/ m o e.PMmbomn Y®1-moz He ax:(sp Wn1 alb .vr9 1ssl uNo .: 2X8 BLOCK NAILS RURO END AND - ecu,: JWm pz;Das -xran_ naso x 6-8d COMM NAILS THRU ROOF SHEATHING END WALL BCp.: ro - 1.vd.rnAL' IISX TRUSS - 2)(4 BRACE A7 6' OC ATTACH HATH (611Hd Reaedim Seminary - _ COMMON FACE NAILS AT BLOCK AND AT v9ida a ROOF SHEATHING. 3 NAILS EACH SIDE �:AOb Max MJISax � "W Mu�L� .360. az amm. room. TRUSSBiriicing- Mecerisl Suzwury 5 n:,u Swmwugewmayama. ATTACH END WALL TRUSS TO TOP PLATE WITH _ _ x ucarc:s 6bvmrasnA b5.aanrma�by(Hrc NAILS PER DETAILS LOWS Summary 2X4 FULL LENGTH OF BUILDING -S'.00 H'ixs 91®m5be.aoamraeen«naxneam.b.u.J®rswaASCE]-Iawhdat.a..:u-.mfwligae u5.mpxlFam.Nh 6spw.eGmxioea. 1960. BOTH END WALLS.. AT'ACH TO TRUSS aitCaaeaylLPon0eH8Dhm lbflx2aa,6-ISR fi4loentia e.nvdxmova.MN WIP I.m zl,s+.m.Wmwbeiahl.:emaemmrvmd BOTTOM WITH 2- NAILS._ - nM.R�..s.a.. m,mem,haxyyrdm.�m�wmlxcicm., NAIL ALSO AT END WALL TRUSS. luNCueDL 4a DaA Lotl MATCH DIAGONAL BRACE LOCATION. oiea.aee4sfi MnaOn laa9ml [ff amz Zen soca sam9aa Fmluaa T1wan H10ANCINOR AT EA BRACE 1154 13tl-8 Ixmm t• m 1m Nvwi THIS DETAIL IS PROVIDED IN U U OF A RIGID CEILING SYSTEM Member Foroes Samm.ry • m �® W • -ma_ a END WALL BRACE and a TRUSS BOTTOM CHORD BRACE - NOT TO SCALE. O6m;.n.xlamxe,m �.IN:mlaexmm3e6..riur.lr�n V�deaimlHpgx.r. z)Whe.u:m-m.1�.�rrwRs�..>�=�.�aw.Pa4�M.emloTw z-mazcmeaJ6xole-n. 3zTmml.<,l:,.at...<e.aa�mr nxlfa-uml. 4)axebamdutlxe6M+.•.MtlatlMabP.li.MeramgUewry 5)lsdx'vxlupm rcoceaemmamMW'FR6&fACbumtl( Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC. \\! t� `' ¢✓tJ TITLE DRAWING NO. TDUFF DESIGN ARE THE PROPERTY Sy DRAWINGS ARE FORA .F C •• ,,�� TRUSS DETAILS FL-TR800-02 Customer: Drawn $ : PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT �`, c s ' ,. FL - Date: ' 8/15/16 BUILDING TO BE SUPPLIED No. 76835' REV. LEVEL 1 Storage Buildings &Garages RICHARD J. WII,LS, P.E. _ Site Address: AND BUILT BY TUFF SHED. TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS �� ° FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET 2014 FL BUILDING CODE SHE FT �+ Date: SHED AND TH:E ENGINEER OF DENVER, COLORADQ 80210 �' ': • •: Building SIZe.W1OTH-LENGTH - HEIGHT. SO. FT. AREA - l RECORD. 303 753-8833 EXT. 5618 �0 STAT OF Scale: N.T.S. % P PAGE 4 OF 4 /OpdA� E \ F���II!lllliltl\���`