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HomeMy WebLinkAboutMortonBuilding SpecsDESIGN AND EXPLANATORY NOTES OFFICE: MONTROSE. CO MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S45 COLUMNS NAILED 8" O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. MFS PRE -CAST CONCRETE COLUMN -- MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM 15 DESIGNED TO RESIST BOTH AXIAL AND BENDING FORCES. FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE -CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR 545. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. FRAMING LUMBER - SIDING NAILERS ARE 2x4 54S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S45 NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BE11ER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN -PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SIDING & ROOFING PANELS (FLUOROFLEX 1000 TMJ - 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED -ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXTERIOR. TRIM - DIE -FORMED TRIM OF 0.01 7" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. 2x4F1F1 02/12 EARTHQUAKE DESIGN DATA TABLE 0.2 SEC SPECTRAL RESPONSE ACCELERATION (Ss) 0.308g 1.0 SEC SPECTRAL RESPONSE ACCELERATION (Si) 0 08g SEISMIC DESIGN CATEGORY B RISK CATEGORY (TABLE 1604.5) I SITE CLASS D BASIC STRUCTURAL SYSTEM AND SEISMIC -RESISTING SYSTEM LIGHT ERA/VIED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE OR STEEL SHEETS RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE SEISMIC DESIGN BASE SHEAR 1 100 LBS SHEET INDEX SHEET# DESCRIPTION GI OF G1 SPECIFICATIONS & SHEET INDEX Si OF S7 COLUMN PLAN S2 OF S7 TRUSS PLAN & DETAILS S3 OF S7 TRUSS DRAWING & DETAILS 54 OF S7 ELEVATIONS S5 OF S7 SECTIONS & DETAILS S6 OF S7 SECTIONS & DETAILS S7 OF S7 SECTIONS & DETAILS ALLI CURRENT LUMBER SPECIFICATIONS (06 01 2013) SIZE DESCRIPTION BENDING VALUE Fb 2x4 NO. 2 SPF 1313 PSI 2x4 NO. 1 SYP 1500 PSI 2x4 21001 MSR SPF 2100 PSI 2x6 NO. 2 SPF 1 138 PSI 2x6 NO. 1 SYP 1 350 PSI 2x6 2100f MSR SPF 2100 PSI 2X6 2400 MSR SYP 2400 PS! 2x8 NO 1 SYP 1 250 PSI 2x8 2400 MSR SYP 2400 PSI 2x10 NO I SYP 1050 PSI 2x10 2400 MSR SYP 2400 PSI 2x12 NO. 1 SYP 1000 PSI 2x12 2250f MSR SYP 2250 PSI 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI 3 1 /2"x15' GLU-LAM 1650 PSI 5 1 /4"x16 1/2" GLU-LAM 2400 PSI 5 1 /4'k19 1/2" GLU-LAM 2400 PS! 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART OF THESE DRAWINGS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED / REGISTERED ENGINEER . 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED PROFESSIONAL ENGINEER. BENJ • IN J. Z. GRIST, P.E. Ben.Zabrisf@alfieddesr'gnaes.com DATE:2o.I.-Zho) REG.1 4BY?: BUILDING DESIGN CRITERIA USE GROUP U CONSTRUCTION TYPE VB RISK CATEGORY I BUILDING AREA 1620 SQ. FT. BUILDING DESIGN ELEVATION 6000 FT ROOF SNOW LOAD 40 PSF WIND SPEED (Vu T) 115 MPH WIND SPEED (VAsn) 89 MPH EXPOSURE CATEGORY C JOB NO. 145-096335 PHONE NUMBER: 309-263-4105 MIKE OR CINDY KENNEY ORA FYN BY.' KRC DATE: 3/4/2020 CHECKED BY: EM DATE: 3/ 19 /2020 REVISED DATE: -- REVISED DATE: ---- REVISED DATE' - VISED DATE: --- f SCALE: AS NOTED GIoFG SCALE: AS NOTED G1 OF G SHEET N SHEET NO. t OFFICE: MONTROSE, CO CV v 7'-4 1/2" N. 0 m m 7'-6" r 7'-6" `~ 7'-8 1/4" Cr)12'-0" 35-9" \ �- 0 28'-10 1/2'' \ 211-101/2" 131-101/2" \ 0 6'-10 1/2" n 0 0'-0" \ 18"M 0 18"M 24"M 24"M 18"M 18"M 18"M 18"M COLUMN PLAN LEGEND 2'-8 1/4" 24"M—c- 24"M 30"M • kr ✓ 9 COLUMN PLAN o - 3-2x6 LAMINATED COLUMN LOCATION ■ - HEADERED TRUSS LOCATION - 3068 MB910 PLAIN FLAT LEAF WALKDOOR, IN SWING, LEFT HINGE WITH LOCKSET ,L 4429 MB SLIDING WINDOW (2) 10'-2"xi 0'-1" OVERHEAD DOORS (2) 12'-2"x12'-1" OVERHEAD DOORS (4) 3065 SKYLITES WITH VAPOR RETARDER (VERIFY LOCATION) 1/2" HEAVY DUTY THERMAX (COMPLETE BUILDING) SIDE AND END STEEL FASTENED WITH STAINLESS STEEL SCREWS 0 7/16" OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S7) 18"M 18" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 24"M 24" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500 PSI MINIMUM), 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION, 30"M 30" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONAL MINIMUM 1'ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. d 18"M 18"M 18"M 18"M 1 8"M c 18"M 9 1'-0" NON -VENTED SIDEWALL OVERHANGS 1'-0" NON -VENTED ENDWALL OVERHANGS CN 0 35'T9" \ 28'-10 1/2" D 00 21'-10 1 /2" \ 13'-10 1 /2" 0 2'-8 1/4" 6'-10 1/2" 0'-0" ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND WIDTH HEIGHT CI 37 3/4" 81" © 52 1/4" 33 5/8" 2' 8' SCALE: 1' 4' 16' J JOB NO. 145-096335 MIKE OR CINDY KENNEY 0 0 1- J_ N 'RAWN BY: KRC 'N DATE: 3/4/2020 CHECKED BY: EM DATE: 3/19/2020 REVISED DATE: ---- REVISED DATE' ---- REVISED DATE,' ---- �EVISED DATE:: ---- SC ALE.' AS NOTED SHEET NO. S1UFS7 OFFICE: MONTROSE, CO V op r0 7'-4 1/2" 7-6" 7' 6" • -7 7'-6" 7'-4 1/2" d 0 c*r N CV 0 CV 0 TRUSS/BRACING PLAN TRUSS/BRACING PLAN LEGEND - 36' 4090 S.C. TRUSSES 36' CUSTOM 2X10 (2400 MSR SYP) END RAFTER ASSEMBLY 2x4 TRUSS TIES - 2x6 DIAGONAL END BRACES (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) o (2) 20d R.S. NAILS IN OVERHANG FRAME 2x4 BEV. PURLIN TOE NAIL OVERHANG RAFTER TO OVERHANG NAILER WITH (1) 16d R.S. NAIL EACH SIDE OVERHANG FRAME 2x6 OVERHANG NAILER DETAIL A SCALE: 1 1/2" = 1'-0" (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) ON EAVE SIDE IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL 36' - CUSTOM 2x10 (2400 MSR SYP) END RAFTER ASSEMBLY 36' - CUSTOM 2x10 (2400 MSR SYP) END RAFTER ASSEMBLY (7) 20d R.S. NAILS 3-2x6 CORNER COLUMN 7 �• : I• DETAIL B SCALE: 1 1/2" = - 20 GA. GALVANIZED PURLIN CONNECTOR (10) 20d R.S. NAILS PER CONNECTION 2-2x6 END COLUMN EXTENSION OR UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY AS SHOWN AND TO EACH INTERSECTING WEB. FASTEN TO HEADER AND FRAMING MEMBER WITH (2) 1 bd R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. JOB NO. 145-096335 r MIKE OR CINDY KENNEY 0 0 1- J f/7 0 0- 'DRAWN BY: KRC N DATE- 3/4/2020 CHECKED 8Y: EM DATE 3/19/2020 REVISED DATE - -- REVISED DATE: - -- REVISED DATE 4 EVISED DA rE:' --- SCALE: 2 8' 4' 16' [SCAL EAS NOTED S2 of S7 SHEET NO. 7-3-0 12 TRUSS SPACING 7'-6" O.C, LIVE LOAD 40 PSF DEAD LOAD 4 PSF CEILING LOAD _ PSF TOTAL LOAD 44 PSF 2x4 PURLIN 60d R.S. NAIL 35- 9- 0 36' S.C. 4090 TRUSS SCALE: 3/8"= 1'-0" TOP CHORD OF TRUSS (1) #9x1" HWH SCREW ON PEAK SIDE AND (2) #9x1" HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN DETAIL SCALE: 1 1/2" = 1'-0" 20 GA. GALVANIZED PURLIN CONNECTOR 1 rOFFICE:: MONTROSE, CO JOB NO. 145-096335 NDY KENNEY U 0 w 0 U J '1 7 i 8 Z w 0 a DRAWN BY:: KRC DATE.• 3/4/2020 CHECKED B Y: EM DATE: 3/19/2020 REVISED DATE ---- REVISED DATE: ---- REVISED DATE:: ---- REVISED DATE:: ---- J [SCAL E: AS NOTED S3 OF S7 SHEET NO. T# 16 GABLE TRIM 4 HI -RIB STEEL SIDING T#21 CORNER TRIM T#167 TRANSITION TRIM — HI -RIB STEEL WAINSCOT T#168 BASE TRIM —.. 12 I. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, AND SKYLIGHT LOCATIONS WITH THE OWNER. DESIGN AND EXPLANATORY NOTES T#5 RIDGECAP 5" O.G. GUTTERS HI -RIB STEEL SIDING T#21 CORNER TRIM T# 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT ✓ ✓ T# 168 BASE TRIM 8'-9 3/4" I 36'-2 1/4" 4 o co ol- ao NORTH ELEVATION 18'-0" 14'-6" 3'-6" WEST ELEVATION m CO 9'-9 3/4" I 12'-8 1/4" I -4 1 L 13'-8 1/4" I 8'-9 3/4" 0 re)N o. 1 Ok SOUTH ELEVATION EAST ELEVATION OFFICE: MONTROSE, CO JOB NO. 145-096335 t MIKE OR CINDY KENNEY 0 0 1- 100 S. PERSHING P.O. 8OX 110 MORTON, IL 61 "DRAWN BY: KRC 1 DATE: 3/4/2020 CHECKED B Y.: EM DATE: 3/19/2020 REVISED DATE. ---- REVISED DATE: -- REVISED DATE: -- f`EVISED DATE: ---- J 1 SCALE: 2' 8' 1' 4' 16' [SCAL E AS NOTED S4 OF S7 SHEET NO. PRECAST CONCRETE COLUMN TRUSS IN COLUMN SADDLE LAMINATED COLUMN TRUSS SADDLE ISOMETRIC FLUOROFLEXTM 1000 HI -RIB STEEL 2x4 PURLINS @ 192" O.C. (2100 MSR SPF) 1/2" HEAVY DUTY THERMAX 2x4 BEV. PURLIN T#527 ---� 2x6 BEV. FASCIA 5" O.G. GUTTERS T#144 & 146 FASCIA TRIM SOFFIT HI-RIB/SOFFIT CAP 2x6 OVERHANG NAILER (2) 1 /2"x5 1/2" M. BOLTS & (4) 20d R.S. NAILS 1/2" HEAVY DUTY THERMAX FLUOROFLEXTM 1000 HI -RIB STEEL 14'-0" GRADE TO HEEL 4'-O'' N 0 8" FINISH GRADE 4. 36' 4090 S.C. TRUSS • 24" Q 3/4" ADJUSTMENT ROD WITH BASE PLATE UNDISTURBED SOIL (3) ROWS 2x4 NAILERS (2100 MSR SPF) 3-2x6 LAMINATED COLUMN 2x2 VERTICAL BLOCKING AT COLUMN LOCATION T# 167 TRANSITION TRIM 2x6 NAILER (2100 MSR SPF) FLUOROFLEXTM 1000 HI -RIB STEEL WAINSCOT (20) 1/4" x 2 1/2" POWER LAG WASHER HEAD YELLOW ZINC SCREWS T# 168 BASE TRIM 4" CONCRETE FLOOR• 4 4" MINIMUM COMPACTED GRANULAR BASE • OR IN SITU GRANULAR SOIL LOWER COLUMN ISOMETRIC 360M & 370M BRACKETS FASTENED TO MFS W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & 370M BRACKETS WITH # 14A x 1 1/2" MILLED SCREWS MFS PRE -CAST CONCRETE COLUMN 21" THICK CONCRETE PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl 4" THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. LOWER COLUMN INSTALLATION 1. INSTALL PRECAST CONCRETE COLUMN W/ADJUSTMENT ROD & BASE PLATE IN THE AUGERED HOLE. 2. PLUMB PRECAST CONCRETE COLUMN IN BOTH DIRECTIONS 3. ADJUST HEIGHT UP OR DOWN WITH ADJUSTMENT HEX ROD 4. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. 5. BACKFILL AND COMPACT THE ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL AUGERED FROM THE SITE. (2) 1/2"x5 1/2" M. BOLTS & (4) 20d R.S. NAILS DESIGN AND EXPLANATORY NOTES 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL CONDITIONS MAY REQUIRE MODIFICATIONS. 2. CONCRETE FLOOR NOTES: a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH. c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS. 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3" OF LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3" OF LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3•' OF STANDING WATER. IF MORE THAN 3" OF STANDING WATER IS PRESENT IN THE FOOTING HOLE CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION INSTRUCTIONS. 4..0100 ,.•••°' (.c_ 1/2" HEAVY DUTY THERMAX 3-2x6 STUB COLUMN 2x6 BLOCK 7/16" OSB SHIM T#124 T#129 2x2 BLOCK T#151 T#154 2x4 JAMB (BEYOND; BOTTOM 2' TREATED) 3-2x6 JAMB COLUMN (BEYOND) 2x6 TRACK BLOCK (BEYOND, BOTTOM 2' TREATED) .÷-j I 2x10 HEADER (2400 MSR SYP) (3) 2x12 HEADERS (2250 MSR SYP) Q.H.D. �-- ALUMASEAL T#152 OHD HEADER SECTION B SCALE: 1"= 1 `-0" 36' 4090 S.C. TRUSS 12-3" GRADE TO BOTTOM OF 2x6 BLOCK HEADER NAILING SCHEDULE HEADER MEMBER STUB COLUMN JAMB COLUMN EA.2x12 12 6 EA. 2x 10 8 4 NOTES: 1. NUMBERS ABOVE ARE 2Od R.S. NAILS REQUIRED PER CONNECTION. 2, PRE -DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 3. IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING OFFICE MONTROSE, CO JOB NO. 145-096335 r MIKE OR CINDY KENNEY O U 1- PHONE NUMBER: 309-263-4105 1 'DRAWN BY: KRC DATE: 3/4/2020 CHECKED BY:: EM DATE' 3/19/2020 REVISED DATE. ---- REVISED DATE - - REVISED DATE: ---- t'EVISED DATE: --- I SIDEWALL SECTION A SCALE: 1/2" W [SCAL E' AS NOTED SHEET NO. S5 OF S7 40,1 OFFICE: MONTROSE, CO {2) 1 /2"x5 1 /2" M. BOLTS & (4) 20d R.S. NAILS L. 1/2" HEAVY DUTY THERMAX 3-2x6 STUB COLUMN 2x6 BLOCK 7/16"OSBSHIM T#124 T# 129 O Q 2x4 BLOCK BETWEEN PURLINS T# 16 GABLE TRIM 2x6 FASCIA —� T# 194 TRIM SOFFIT HI-RIB/SOFFIT CAP TRIM 36' - CUSTOM 2x10 (2400 MSR SYP) END RAFTER ASSEMBLY 10111000 36' 4090 S.C. TRUSS 2x2 BLOCK T1151 I T# 154 2x4 JAMB (BEYOND; BOTTOM 2' TREATED) 3-2x6 JAMB COLUMN (BEYOND) 2x6 TRACK BLOCK (BEYOND; BOTTOM 2' TREATED) (3) 2x12 HEADERS (2250 MSR) 2x6 NIALER O.H.D. ALUMASEAL T#152 OHD HEADER SECTION C SCALE: 1" = 1' 0" 10'-3" GRADE TO BOTTOM OF 2x6 BLOCK HEADER NAILING SCHEDULE HEADER MEMBER STUB COLUMN JAMB COLUMN FA. 2x12 12 10 NOTES: 1. NUMBERS ABOVE ARE 20d R.S. NAILS REQUIRED PER CONNECTION. 2. PRE -DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 3. IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION 15 EXCESSIVE TO CAUSE SPLITTING, THE EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. 2-2x6 E.C.E. FLUOROFLEXTM 1000 HI -RIB STEEL 2x4 PURLINS (4) 0.135" x 2 1/4" R.W. NAILS OR 16d R.S. NAILS 8' 1 / r r r r r r r r r \ 2x4 TRUSS TIE 4'-0" FINISH GRADE q 1 8"o (1) 20d R.S. NAIL THROUGH STRAP & INTO BRACE 2' END BRACE STRAP W/ PRE -PUNCHED HOLES (BEND TO FIT) FASTENED W/ (3) 0.140 x 1 1 /2" R.S. NAILS 2x6 DIAGONAL BRACING FASTENED TO COLUMN W/(4) 16d R.S. NAILS 36' 4090 S.C. TRUSS JOB NO. 145-096335 r MIKE OR CINDY KENNEY 0 ,77 6RAWN BY: KRC N DATE:: 3/4/2020 CHECKED 8 Y: FM DATE: 3/19/2020 REVISED DATE: ----- REVISED DATE ---- REVISED DATE -- SREVISED DATE.' ---- 1 ENDWALL SECTION D SCALE: 1 /2" = 1' 0" SCALE' AS NOTED SHEET NO_ S6OFS7 2x6 OVERHANG NAILER 7/16" OSB 2x4 NAILERS EXTRA NAILERS ADDED -- BETWEEN STD. NAILERS (MAX. SPACE TO BE 24" j 3 END TRUSS 2x6 VERTICAL BLOCKS Ca? COLUMN BETWEEN NAILERS PERIMETER OF OSB SHEETS NAILED W/1-3/4" RING SHANK COIL GUN NAILS SPACED 3" O.C. OSB NAILED TO INTERMEDIATE SUPPORTS W/1-3/4" RING SHANK COIL GUN NAILS SPACED 6" O.C. LAMINATED COLUMN 5/4x6 NAILER (IF PROTECTIVE LINER IS INCLUDED) 2x8 TREATED BASEBOARD MFS PRE -CAST CONCRETE COLUMN • 7/16" OSB SHEARWALL ELEVATION SCALE: 1/2" = 1'-0" 2x6 BLOCK BETWEEN,NAILERS NAILED TO COLUMN W/20d GUN NAILS. NAILED 3" O.C. LAMINATED COLUMN 2x4 NAILERS 7/16" OSB LAMINATED COLUMN OSB SHEARWALL DETAIL SCALE: 1/2" = 1'-0" 1 OFFICE: MONTRQSE, CO JOB NO. 145-096335 W z Z 0 z U 0 W 0 8 Th w Z w Z _? 1 (DRAWN BY: KRC DATE: 3/4/2020 CHECKED B Y: EM DATE: 3/19/2020 REVISED DATE. --- REVISED DATE: --- REVISED DATE: --- + `EVISED DATE: --- J [SCALE: AS NOTED SHEET NO. S/7OFS7