S001 LOWER LEVEL ISO SECOND FLOOR ISO S001 FULL ISO FIRST FLOOR ISO. O="Katahdin Engineering, LLC",

Size: px

Start display at page:

Download "S001 LOWER LEVEL ISO SECOND FLOOR ISO S001 FULL ISO FIRST FLOOR ISO. O="Katahdin Engineering, LLC","

Kory Nelson
5 years ago
Views:

1 1 LOWER LEVEL ISO 3 SECOND FLOOR ISO Elizabeth Woolf No. Digitally signed by Elizabeth Woolf DN: C=US, E=ewoolf@katadineng.com, O="", CN=Elizabeth Woolf :30:53-05'00' Revision / issue Date 0 10/1/1 1 BULLETIN 1 1/30/1 ISOMETRIC VIEWS FIRST FLOOR ISO FULL ISO

2 GENERAL STRUCTURAL NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INDIANA RESIDENTIAL BUILDING CODE, 75 IAC 1, AND ITS APPLICABLE REFERENCED STANDARDS.. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND ENGINEER OF RECORD. 3. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL SLEEVES, OPENINGS AND ANCHORAGES (INCLUDING ANCHOR BOLTS) AS REQUIRED BY ALL TRADES. OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER.. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT METHOD OF SHORING AND/OR BRACING THE STRUCTURE DURING. 5. STRUCTURAL MEMBERS SHALL NOT BE MODIFIED IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. IN THE EVENT OF A OR FABRICATION ERROR, THE CONTRACTOR SHALL PREPARE A SKETCH WITH A PROPOSED REPAIR, AND SUBMIT IT TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FORMING ANY CORRECTIVE WORK.. SUBMIT SHOP DRAWINGS FOR APPROVAL (FOR ALL TRADES INDICATED HEREIN) PRIOR TO PROCEEDING WITH FABRICATION AND/OR. CONTRACTOR SHALL ALLOW FOR A 1 WEEK REVIEW IOD BY THE DESIGN TEAM. DESIGN LOADS 1. FLOOR LIVE LOAD: a. RESIDENTIAL...0 PSF. ROOF LIVE LOAD: GROUND SNOW LOAD, Pg... 0 PSF FLAT ROOF SNOW LOAD, Pf... 0 PSF RAIN-ON-SNOW SURCHARGE LOAD... 5 PSF SNOW EXPOSURE FACTOR, Ce SNOW LOAD IMPORTANCE FACTOR, I THERMAL FACTOR, Ct WIND LOAD: a. BASIC WINDSPEED MPH (3-SEC. GUST) b. WIND LOAD IMPORTANCE FACTOR (I) c. WIND EXPOSURE CATEGORY...B d. BASE PRESSURE (qh)... 0 PSF e. Kh (CASE ) f. NET UPLIFT ON ROOF...15 PSF. EARTHQUAKE LOAD: a. SEISMIC DESIGN CATEGORY... B b. SITE CLASS... D c. SEISMIC IMPORTANCE FACTOR, Ie d. Ss... 7.%g e. S %g f. Sms g. Sds h. Sm i. Sd SEISMIC RESISTING SYSTEM(S)......ORDINARY MOMENT FRAMES AND WOOD SHEARS j. R=3.0 k. DESIGN METHODOLOGY = EQUIVALENT LATERAL FORCE ANALYSIS OBSERVATION THE STRUCTURE HAS BEEN DESIGNED TO RESIST THE MINIMUM CODE PRESCRIBED GRAVITY AND LATERAL LOADS. DESIGN IS BASED ON ALL FACETS OF ADHERING TO THE PLANS AND DETAILS AS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD (S.E.R.) STRONGLY RECOMMENDS IODIC INSPECTIONS OF PROGRESS TO ENSURE THAT THE GENERAL CONTRACTOR (G.C.) IS FOLLOWING THE PLANS AND DETAILS SPECIFIED BY THE S.E.R. SHOULD THE S.E.R. NOT BE REQUESTED TO INSPECT PROGRESS/CONFORMANCE, THE S.E.R. HEREBY INDEMNIFIES THE S.E.R. AND ALL EMPLOYEES HERETO OF ANY CLAIMS RELATED TO LACK OF CONFORMANCE OF THE DESIGN SPECIFIED BY THE G.C. USE OF PLANS, EITHER BY SUBMISSION FOR MIT AND/OR USE AS DOCUMENTS HEREBY CONSTITUTES ACCEPTANCE OF THIS PROVISION SET FORTH BY THE S.E.R. AND EMPLOYEES OF THE S.E.R. STRUCTURAL LUMBER / ROUGH CARPENTRY 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE AMERICAN FOREST AND PA ASSOCIATION STANDARDS AND SPECIFICATIONS.. ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR-LARCH NORTH NO. OR BETTER (19% MOISTURE CONTENT OR LESS.) ALL LUMBER EXPOSED TO WEATHER SHALL BE SOUTHERN YELLOW PINE NO. OR BETTER WITH ACQ PRESSURE TREATMENT PRESERVATIVE AND A MOISTURE CONTENT OF 19% OR LOWER. 3. ALL INTERIOR AND EXTERIOR BEARING S SHALL BE x AT 1" ON-CENTER DOUGLAS FIR-LARCH NORTH NO. OR BETTER, UNLESS NOTED OTHERWISE.. PROVIDE METAL HANGERS AT ALL FLUSH FRAMED CONNECTIONS. 5. ALL FASTENERS SHALL BE IN CONFORMANCE WITH THE FASTENING SCHEDULE IN THE 00 INTERNATIONAL BUILDING CODE, UNLESS NOTED OTHERWISE. FASTENERS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED OR STAINLESS STEEL.. ALL SHEATHING SHALL BE 1/" GRADE CDX PLYWOOD. 7. ALL ROOF DECK SHALL BE 5/8" GRADE CDX PLYWOOD OR OSB AND SHALL BE SUPPORTED BY METAL CLIPS. 8. ALL FLOOR DECK SHALL BE 3/" GRADE C-D TONGUE AND GROOVE PLYWOOD. 9. ALL FLOOR AND ROOF DECKING SHALL BE INSTALLED WITH ANGULAR RING NAILS (STAPLES SHALL NOT BE MITTED) WITH INSTALLATION PROCEDURES CONFORMING TO THE GOVERNING AGENCY STAMPED ON THE SHEETS. 10. ALL ROOF AREAS THAT ARE OVER-FRAMED SHALL CONTAIN ROOF DECKING ON THE UNDER-FRAMED MATERIAL, UNLESS NOTED OTHERWISE. 11. WHERE INDICATED, ALL LUMBER NOTED AS "LVL" SHALL BE MICROLLAM LAMINATED VENEER LUMBER, AS MANUFACTURED BY WEYERHAUSER. 1. WHERE INDICATED, ALL MEMBERS NOTED AS "TJI" SHALL BE TJI 10 ENGINEERED WOOD I JOISTS, AS MANUFACTURED BY WEYERHAUSER. FLOOR BRIDGING AND/OR BLOCKING SHALL BE INSTALLED JOIST MANUFACTURER'S RECOMMENDATIONS. 13. ALTERNATIVE MANUFACTURERS FOR LVL AND TJI MEMBERS MAY BE ALLOWED PENDING APPROVAL BY THE ENGINEER OF RECORD. 1. ALL PLYWOOD AND STRUCTURAL USE PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE APA - THE ENGINEERED WOOD ASSOCIATION. 15. ALL STUDS CUT FOR OTHER TRADES OVER 1/ OF THE STUD DEPTH SHALL BE DOUBLED. 1. SHOP DRAWINGS/SUBMITTALS ARE REQUIRED FOR THE FOLLOWING: JOISTS, HANGERS, BEAMS AND STEEL. PHOTOCOPYING OF CONTRACT DOCUMENTATION FOR SUBMITTAL RPOSES SHALL NOT BE MITTED AND WILL BE REJECTED WITHOUT REVIEW. 17. WHERE STUD S ARE GREATER THAN 8'-0", PROVIDE A ROW OF X SOLID HORIZONTAL BLOCKING. 18. ALL OPENINGS SHALL BE FRAMED BY DOUBLE MEMBERS UNLESS NOTED OTHERWISE. 19. PROVIDE 1"x" CROSS-BRIDGING FOR ALL SOLID SAWN WOOD JOISTS AT 8'-0" ON-CENTER MAXIMUM SPACING AND x SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND PARTITIONS. 0. MINIMUM LUMBER ALLOWABLE DESIGN STRESSES SHALL BE AS FOLLOWS: LVL MEMBER MODULUS OF FLEX. STRESS F b COMP. P. ELASTICITY, E TO GRAIN F PSL COLUMNS COMP. PARALLEL TO GRAIN F c HORIZ. SHEAR F 1.8 x 10 psi 00 psi 5 psi 500 psi 190 psi.0 x 10 psi 3100 psi 750 psi 3000 psi 85 psi DOUGLAS FIR LARCH 1. x 10 psi 850 psi 5 psi NORTH, NO. 977 psi (REP. USE) DOUGLAS FIR LARCH 1. x 10 psi 50 psi 5 psi 900 psi 180 psi NORTH, (STUDS) S-Y-P, NO. (PRESSURE TREATED X'S) S-Y-P, NO. (PRESSURE TREATED POSTS) c 100 psi 180 psi 1. x 10 psi 1350 psi 80 psi 100 psi 175 psi 130 psi (REP., WET USE) 1. x 10 psi 1150 psi 80 psi 1500 psi 175 psi v WOOD NAILING SCHEDULE WOOD FRAMING CONNECTION SCHEDULE (U.O.N.) JOINT DESCRIPTION COMMON NAILS ROOF FRAMING BOX NAILS NAIL SPACING JOINT DESCRIPTION COMMON NAILS ROOF SHEATHING BOX NAILS NAIL SPACING NOTES: WOOD FRAMING MEMBER x JOIST / RAFTER () x HEADER / BEAM (3) x HEADER / BEAM TJI 10 SERIES JOISTS (1) 1 3/" x DEPTH LVL () 1 3/" x DEPTH LVL (3 1/" x DEPTH PSL) (3) 1 3/" x DEPTH LVL (5 1/" x DEPTH PSL) () 1 3/" x DEPTH LVL (7" x DEPTH PSL) (3)X POSTS (3)X POSTS 3 1_ "X31_ " PSL COLUMN 5 1_ "X31_ " PSL COLUMN 5 1_ "X51_ " PSL COLUMN HANGER SERIES U"DEPTH" U"DEPTH"- U"DEPTH"-3 IUS1.81 HU HU HU HGUS7.5 ABU BASE AC CAP ABU BASE AC CAP CBQ BASE CCQx CAP CBQ BASE CCQx CAP CBQ BASE CCQx CAP 1. HANGER DEPTH SHALL MATCH DEPTH OF FRAMING MEMBER.. HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3. HANGER DESIGNATIONS ARE BASED UPON SIMPSON STRONG TIE BLISHED LOAD TABLES. SUBSTITUTIONS SHALL NOT BE MITTED UNLESS AUTHORIZED IN WRITING BY THE STRUCTURAL ENGINEER.. POST CONNECTOR ARE REQUIRED FOR ALL POST LOCATED IN EXTERIOR SPACE OR SUPPORTING ROOF MEMBERS RAFTER TO TOP PLATE CEILING JOIST TO TOP PLATE CEILING JOIST TO PARALLEL RAFTER CEILING JOIST LAPS OVER PARTITIONS COLLAR TIE TO RAFTER BLOCKING TO RAFTER RIM BOARD TO RAFTER (END-NAILED) TOP PLATE TO TOP PLATE TOP PLATES AT INTERSECTIONS STUD TO STUD HEADER TO HEADER TOP OR BOTTOM PLATE TO STUD (END-NAILED) BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST, OR BLOCKING JOIST TO SILL, TOP PLATE OR GIRDER BRIDGING TO JOIST BLOCKING TO JOIST BLOCKING TO SILL OR TOP PLATE LEDGER STRIP TO BEAM JOIST ON LEDGER TO BEAM BAND JOIST TO JOIST (END-NAILED) BAND JOIST TO SILL OR TOP PLATE 3-1d 3-1d RAFTER 3-8d 3-8d -10d -10d -10d -10d -10d -10d JOIST EACH LAP EACH LAP TIE -8d -10d EACH END -1d 3-1d EACH END FRAMING -1d -1d FOOT -1d 5-1d JOINTS - EACH SIDE -1d -1d " o.c. 1d 1d 1" o.c. ALONG EDGES -1d -1d STUD 1, 1, -1d -1d FOOT FLOOR FRAMING -8d -10d JOIST -8d -10d EACH END -8d -10d EACH END 3-1d -1d EACH BLOCK 3-1d -1d EACH JOIST 3-8d 3-10d JOIST 3-1d -1d JOIST 1-1d 3-1d FOOT STRUCTURAL PANELS 8d 10d DIAGONAL BOARD SHEATHING 1"x" OR 1"x8" 1"x10" OR WIDER -8d 3-8d CEILING SHEATHING -10d 3-10d GYPSUM BOARD 5d COOLERS 5d COOLERS SHEATHING STRUCTURAL PANELS 8d 10d FIBERBOARD PANELS 7/1" 5/3" GYPSUM BOARD 5d COOLERS 5d COOLERS HARDBOARD 8d 8d PARTICLEBOARD PANELS 8d 8d DIAGONAL BOARD SHEATHING 1"x" OR 1"x8" 1"x10" OR WIDER STRUCTURAL PANELS 1" OR LESS GREATER THAN 1" DIAGONAL BOARD SHEATHING 1"x" OR 1"x8" 1"x10" OR WIDER d 8d -8d 3-8d FLOOR SHEATHING 8d 10d -8d 3-8d (SEE TABLE 3.10)* SUPPORT 7" EDGE/ 10" FIELD (SEE TABLE 3.11)* NOTES: 1. NAILING REQUIREMENTS ARE BASED ON SHEATHING NAILED " o.c. AT THE PANEL EDGE. IF SHEATHING IS NAILED 3" o.c. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. WHEN SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NAILS SHALL BE MITTED TO BE REDUCED TO 1-1d NAIL FOOT d 3-10d 10d 1d -10d 3-10d 3" EDGE/ " FIELD 7" EDGE/ 10" FIELD (SEE TABLE 3.11)* MANUFAC- TURER SUPPORT " EDGE/ 1" FIELD " EDGE/ " FIELD SUPPORT 0 10/1/1 1 BULLETIN /30/1 GENERAL STRUCTURAL NOTES S00

3 3/" T&G ADVANTECH FLOOR DECK (TYP.) FACE MT. HANGER (TYP.) JOIST - SEE PLAN (TYP.) LVL BEAM (SEE PLAN - TYP.) HEADER (SEE PLAN) NAIL FLOOR SHEATHING TO FLOOR JOIST W/ " o.c. ALONG EDGES FLOOR SHEATHING RIM JOIST NAIL SHEATHING TO RIM JOIST W/ (3) 10d " o.c. DBL. TOP PLATE FLOOR JOIST NAIL FLOOR SHEATHING TO BLOCKING W/ " o.c. ALONG EDGES FLOOR SHEATHING RIM JOIST NAIL SHEATHING TO RIM JOIST W/ " o.c. TYP. I-JOIST TO LVL DETAIL 3/" = 1'-0" ROUGH OPENING JACK STUD KING STUD TYP. HEADER BEARING DETAIL 3/" = 1'-0" FLOOR JOISTS SHEATHING STUDS JOISTS PENDICULAR TO 3 TYP. FLOOR DIAPHRAGM DETAIL 3/" = 1'-0" x BLOCKING ALONG PANEL EDGES IN 1ST BAYS ONLY JOISTS PARALLEL TO SHEATHING STUDS 0 10/1/1 1 BULLETIN /30/1 ROOF RAFTER AND SHEATHING FRAMING PLANS BIRDSMOUTH JOINT PLATE HEIGHT FRAMING PLANS 1.3' TYPICAL STRUCTURAL DETAILS H.5 HURRICANE CLIP A35 FRAMING ANGLE 1" oc BEARING TYPICAL RAFTER BEARING 3/" = 1'-0" 3/" = 1'-0"

4 99' - 1" V.I.F. 9.17' NEW X BEARING DEMOLISH EXISTING POST ONLY AFTER ALL OTHER NEW POSTS AND BEARING S HAVE BEEN INSTALLED 1' - 0 1/" CRITICAL DIMENSION NEW X BEARING INSTALL TIGHT TO BOTTOM OF EXISTING FLOOR JOISTS 1' /" CRITICAL DIMENSION NEW COLUMN INSTALLED ON TOP OF EXISTING KNEE VERIFY T.O. ELEVATION IN FIELD PROVIDE COLUMN BASE WITH STANDOFF P INSTALL NEW POSTS UP FROM EXISTING FOUNDATION S OVER SQUASH BLOCKS BETWEEN JOISTS, TYP. (5) LOCATIONS BEAR NEW POSTS ON EXISTING CONCRETE FLOOR SLAB INSTALL COLUMN BASE S00 GENERAL NOTES EXISTING FOUNDATION, TYP. 9.17' INSTALL NEW POSTS UP FROM EXISTING 1ST FLOOR CONCRETE SLAB TYP. () LOCATIONS 1 FOUNDATION PLAN S100 1/" = 1'-0" 0 10/1/1 1 BULLETIN /30/1 FOUNDATION PLAN FOUNDATION NOTES 1. COORDINATE T/SLAB ELEVATIONS W/ ARCH. PRIOR TO.. COORDINATE ALL DIMENSIONS, ELEVATIONS, DOOR & WINDOW LOCATIONS W/ ARCH. DRAWINGS AND/OR EXISTING CONDITIONS 3. COORDINATE ALL PENETRATIONS, UNDERSLAB UTILITIES AND MECHANICAL CHASES W/ APPLICABLE TRADES.. xx.xx' - INDICATES TOP OF FOUNDATION ELEVATION 5. x.xx' - INDICATES TOP OF SLAB ELEVATION.. [xx.xx'] - INDICATES BOTTOM OF FOOTING ELEVATION. 7. C# - INDICATES STEEL COLUMN (SEE COLUMN SCHEDULE, THIS SHEET) 8. P# - INDICATES WOOD POST (SEE, THIS SHEET) 9. BP# - INDICATES STEEL BASE PLATE (SEE BASE PLATE DETAILS, THIS SHEET) STEEL COLUMN SCHEDULE C# COLUMN TYPE P1() () x (3) x P 3 1/ x 3 1/ 5 1/ x 5 1/ P 7 x 5 1/ OCTOBER 10, 01 1/" = 1'-0" S100

FRAMING PLAN NOTES 97.9' EXSTG x10 @ 1" oc x8 @ 1" oc x10 EXSTG (3) x10 EXSTG x10 @ 1" oc EXSTG () x10 EXSTG x10 @ 1" oc X.XX' 1. - INDICATES TOP OF FLOOR DECK ELEVATION.

. BLOCK B/W JOISTS WHERE BEARING ABOVE RUNS PENDICULAR TO JOIST SPAN 5. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.

C#/P# - INDICATES POST/STEEL COLUMN POST/COL. SCHED. (THIS SHEET) 9. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH NAILING SCHED. (SHEET S00) 10.

GRAPHIC SCHEDULE EXISTING CMU BASEMENT x( OR ) AT 1"o.c.

'-" UP TO '-" (3) X1 '-" UP TO 8'-" (3) 1 3/"X11 7/8" LVL 3 8'-" UP TO 10'-0" (3) 1 3/"X1" LVL KING STUDS NOTES: 1. ABOVE SCHEDULE IS FOR WHEN DOOR / WINDOW HEADER SIZES ARE NOT SHOWN ON THE PLANS.

P1() () x (3) x P 3 1/ x 3 1/ 5 1/ x 5 1/ P 7 x 5 1/ 3 x @ 1" oc ST FLOOR FRAMING PLAN 1/" = 1'-0" UP ROOF PLATE - LOW 117' - 1/" 0 10/1/1 1 BULLETIN /30/1 X STUD 97.

5 FRAMING PLAN NOTES 97.9' EXSTG 1" oc 1" oc x10 EXSTG (3) x10 EXSTG 1" oc EXSTG () x10 EXSTG 1" oc X.XX' 1. - INDICATES TOP OF FLOOR DECK ELEVATION.. - INDICATES SPAN DIRECTION OF 3/" TONGUE & GROOVE ADVANTECH FLOOR DECKING. DECKING SHALL BE GLUED AND NAILED AT " O.C. 3. D - INDICATES SPAN DIRECTION OF 5/8" CDX PLYWOOD ROOF DECKING.. BLOCK B/W JOISTS WHERE BEARING ABOVE RUNS PENDICULAR TO JOIST SPAN 5. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.. COORDINATE ALL PENETRATIONS, UTILITIES AND MECHANICAL CHASES WITH APPLICABLE TRADES. 7. PROVIDE SOLID SQUASH BLOCKS BELOW ALL POSTS BEARING ON FOUNDATION (BETWEEN FOUNDATION & B.O. SUB 8. C#/P# - INDICATES POST/STEEL COLUMN POST/COL. SCHED. (THIS SHEET) 9. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH NAILING SCHED. (SHEET S00) INDICATES BUILT-UP x HEADER (SEE HEADER SCHEDULE). 11. ALL PLYWOOD SHEATHING SHALL BE ORIENTED VERTICALLY. 1. PROVIDE () LAYERS 3/" FLOOR DECKING OVER X1 FRAMING. GRAPHIC SCHEDULE EXISTING CMU BASEMENT x( OR ) AT 1"o.c. STUD BEARING BEARING ABOVE INTERIOR NON-BEARING PARTITION EXISTING CONCRETE SLAB SPAN CONDITION UP TO '-" '-" UP TO 3'-0" 3'-0" UP TO '-" WOOD HEADER SCHEDULE HEADER SIZE () X8 JACK STUDS () X () X10 '-" UP TO '-" (3) X1 '-" UP TO 8'-" (3) 1 3/"X11 7/8" LVL 3 8'-" UP TO 10'-0" (3) 1 3/"X1" LVL KING STUDS NOTES: 1. ABOVE SCHEDULE IS FOR WHEN DOOR / WINDOW HEADER SIZES ARE NOT SHOWN ON THE PLANS.. USE PLYWOOD SHIMS BETWEEN HEADERS TO MATCH WIDTH. 3. CONSULT STRUCTURAL ENGINEER IF HEADER SIZE IS NOT SHOWN ON PLANS AND THE SPAN IS LARGER THAN ABOVE. P1() () x (3) x P 3 1/ x 3 1/ 5 1/ x 5 1/ P 7 x 5 1/ 3 1" oc ST FLOOR FRAMING PLAN 1/" = 1'-0" UP ROOF PLATE - LOW 117' - 1/" 0 10/1/1 1 BULLETIN /30/1 X STUD 97.9' DEMOLISH EXISTING CMU BASEMENT DOWN TO NEW ENTRY ELEVATION X PT SILL PLATE WITH 1/" DIAMETER EPOXY " O.C.. COUNTER SINK HEAD. EMBED 1/" MIN. STEPS ARCH. EXISTING CMU 99.9' SHORE & TRIM EXISTING JOISTS INSTALL NEW HEADER PLAN F.F. (1ST 100' - 0" NEW LOWER ENTRY JOISTS TO BE SUPPORTED BY LEDGER ATTACHED TO EXISTING CMU AND BY NEW BEARING 1" O.C. REMOVE EXSTG CAP STONE CS0 COIL STRAP W/ -10d EA. EA. X DBL X SILL PLATE W/ 1/" EPOXY 3" O.C., MIN. 1/" EMBED. HILTI HIT-HY 00 ADHESIVE OR APPROVED EQUAL NEW FLOOR DECK FUR ABOVE EXISTING CONCRETE AS NECESSARY EXISTING CONCRETE FLOOR SLAB (SLOPES TO FRONT) BEGIN COIL STRAP NAILING IN SILL PLATE G.C. V.I.F. X ABOVE CONT. X SILL PLATE LAP STUDS BELOW & NAIL W/ -1d F.F. (1ST 100' - 0" EXISTING " LIMESTONE VENEER NOTE: GC VERIFY THICKNESS OF EXISTING CONCRETE FLOOR SLAB. NOTIFY E.O.R. IMMEDIATELY IF EXISTING SLAB THICKNESS IS LESS THAN 5" AT SILL PLATE ANCHORAGE LOCATION. T.O. DECK ' LEDGER BOARD PSL POST T.O. DECK 109.' LVL BEAM BEARS ON TRUSS END VERTICAL TRUSS END VERTICAL BEARS ON PSL POST PSL POST F.F. (ND 109' - 3 7/8" LVL BEAM, TYP. F.F. (1ST 100' - 0" FIRST FLOOR FRAMING PLAN 10/10/1 SECTION AT NEW ENTRY 1/" = 1'-0" 3 SECTION AT FRONT CANTILEVER 1/" = 1'-0" SECTION AT FRONT PORCH 3/8" = 1'-0"

A MANENT MOISTURE BARRIER MUST BE INSTALLED BELOW THESE JOISTS AS PART OF THE GARAGE CEILING ASSEMBLY. 1" TJI @ 1" oc WOOD TRUSS TYPE "A" 109.' WOOD TRUSS TYPE "A" 1" LSL RIM BOARD x CANT.

6 FRAMING PLAN NOTES IUS1.81/1 HANGERS, TYP. AT CANTILEVER JOIST BACKSPAN CONNECTION 1 3/"x1" LVL 1 3/"x1" LVL S10 1 3/"x1" LVL 1" LSL RIM BOARD 1 3/"x1" LVL 1 3/"x1" 1" oc WOOD TRUSS TYPE "B" 1 3/"x1" LVL 1 3/"x1" LVL 1 3/"x1" LVL G.C. NOTE: TJI JOISTS MUST BE INSTALLED IN DRY CONDITION. A MANENT MOISTURE BARRIER MUST BE INSTALLED BELOW THESE JOISTS AS PART OF THE GARAGE CEILING ASSEMBLY. 1" 1" oc WOOD TRUSS TYPE "A" 109.' WOOD TRUSS TYPE "A" 1" LSL RIM BOARD x CANT. x () 1 3/"x1" LVL P P P ' D 1" 1" oc 1" oc () x (BELOW) x FASCIA BOARD 109.0' D P () 1 3/"x1" LVL 1" 1" oc SEE NOTE ' () 1 3/"x1" LVL (-SPAN CONT.) P1() 1x1 FASCIA BOARD (PRESSURE TREATED) 1" oc () 1 3/"x1" LVL 1" 1" oc 109.' () 1 3/"x1" LVL (3) 1 3/"x1" LVL CANT. CANT. X.XX' 1. - INDICATES TOP OF FLOOR DECK ELEVATION.. - INDICATES SPAN DIRECTION OF 3/" TONGUE & GROOVE ADVANTECH FLOOR DECKING. DECKING SHALL BE GLUED AND NAILED AT " O.C. 3. D - INDICATES SPAN DIRECTION OF 5/8" CDX PLYWOOD ROOF DECKING.. BLOCK B/W JOISTS WHERE BEARING ABOVE RUNS PENDICULAR TO JOIST SPAN 5. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.. COORDINATE ALL PENETRATIONS, UTILITIES AND MECHANICAL CHASES WITH APPLICABLE TRADES. 7. PROVIDE SOLID SQUASH BLOCKS BELOW ALL POSTS BEARING ON FOUNDATION (BETWEEN FOUNDATION & B.O. SUB 8. C#/P# - INDICATES POST/STEEL COLUMN POST/COL. SCHED. (THIS SHEET) 9. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH NAILING SCHED. (SHEET S00) INDICATES BUILT-UP x HEADER (SEE HEADER SCHEDULE). 11. ALL PLYWOOD SHEATHING SHALL BE ORIENTED VERTICALLY. 1. PROVIDE () LAYERS 3/" FLOOR DECKING OVER X1 FRAMING. GRAPHIC SPAN CONDITION UP TO '-" '-" UP TO 3'-0" 3'-0" UP TO '-" SCHEDULE EXISTING CMU BASEMENT x( OR ) AT 1"o.c. STUD BEARING BEARING ABOVE INTERIOR NON-BEARING PARTITION WOOD HEADER SCHEDULE HEADER SIZE () X8 JACK STUDS () X () X10 '-" UP TO '-" (3) X1 '-" UP TO 8'-" (3) 1 3/"X11 7/8" LVL 3 8'-" UP TO 10'-0" (3) 1 3/"X1" LVL KING STUDS x CEILING 1" oc x LEDGER BOARD P NOTES: 1. ABOVE SCHEDULE IS FOR WHEN DOOR / WINDOW HEADER SIZES ARE NOT SHOWN ON THE PLANS.. USE PLYWOOD SHIMS BETWEEN HEADERS TO MATCH WIDTH. 3. CONSULT STRUCTURAL ENGINEER IF HEADER SIZE IS NOT SHOWN ON PLANS AND THE SPAN IS LARGER THAN ABOVE. P1() () x (3) x P 3 1/ x 3 1/ 5 1/ x 5 1/ P 7 x 5 1/ 0 10/1/1 1 BULLETIN /30/1 1 ND FLOOR FRAMING PLAN S10 1/" = 1'-0" SECOND FLOOR FRAMING PLAN T.O. DECK 109.' 1" LSL RIM BOARD F.F. (ND 109' - 3 7/8" DISTRIBUTED LOAD: 05 PLF DEAD 00 PLF LIVE 00 PLF ROOF LIVE 00 PLF SNOW POINT LOAD: 1350 LB DEAD 780 LB LIVE PENDICULAR TRUSS, TYP. DISTRIBUTED LOAD: 305 PLF DEAD 300 PLF LIVE 80 PLF ROOF LIVE 80 PLF SNOW ' - 0" LVL JOIST PLAN 3' - 5" WOOD TRUSS BY OTHERS UPLIFT POINT LOAD: -30 LB DEAD -1 LB LIVE -79 LB ROOF LIVE -79 LB SNOW 1/" MAX. NOTES: 1. SEE LOAD DIAGRAMS THIS SHEET FOR TRUSS LOADS.. GC FIELD VERIFY ALL DIMENSIONS PRIOR TO TRUSS FABRICATION. EXISTING STONE PIER ' - 3" C/L BRG TO C/L BRG 7 x 5 1/ PSL POST 3' - 10" 11' - " 3' - 10" EXISTING STONE PIER, TYP. S10 SECTION AT WOOD TRUSS S10 1/" = 1'-0" 3 TRUSS TYPE "A" LOAD DIAGRAM S10 1/" = 1'-0" TRUSS TYPE "B" LOAD DIAGRAM S10 1/" = 1'-0"

(3) X x10 @ " oc x10 FLY RAFTER x10 RAFTER S10 1.

SEE SKYLIGHT LAYOUT PLAN THIS SHEET 3 1. COORDINATE TOP OF PLATE HEIGHTS WITH ARCHITECTURAL DRAWINGS.. D - INDICATES SPAN DIRECTION OF 5/8" CDX PLYWOOD ROOF DECKING. 3. ALL INTERIOR AND EXTERIOR BEARING S SHALL BE x( OR ) STUDS @ 1" O.

5. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH NAILING SCHEDULE (SHEET S00). COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 7.

ALL ROOF RAFTERS SHALL HAVE SIMPSON H.5 HURRICANE TIES AT EACH RAFTER TO TOP PLATE EAVE CONNECTION. 9. C#/P# - INDICATES POST/STEEL COLUMN POST/COL. SCHED. (THIS SHEET) 10.

35' SEE ND FLOOR FRAMING PLAN FOR ENTRY ROOF FRAMING 115.88' (3) X (3) X (3) X (3) X x10 RAFTERS @ 1" oc () x10 (-SPAN CONT.) D D () x10 () x10 (-SPAN CONT.

) X8 OVERFRAMING x1 D D x10 RAFTERS @ 1" oc x10 RAFTERS @ 1" oc D D x10 RAFTER x10 RAFTER x10 @ " oc P x10 @ " oc x10 FLY RAFTER x10 FLY RAFTER SPAN CONDITION UP TO '-" '-" UP TO 3'-0" 3'-0" UP TO

7 (3) X " oc x10 FLY RAFTER x10 RAFTER S10 1.3' x10 1" oc (3) X8 (3) X8 (3) X8 D x10 RAFTER " oc x10 FLY RAFTER " oc x10 FLY RAFTER D x10 RAFTER x10 1" oc SKYLIGHT TO BE INSTALLED BETWEEN JOISTS, TYP. SEE SKYLIGHT LAYOUT PLAN THIS SHEET 3 1. COORDINATE TOP OF PLATE HEIGHTS WITH ARCHITECTURAL DRAWINGS.. D - INDICATES SPAN DIRECTION OF 5/8" CDX PLYWOOD ROOF DECKING. 3. ALL INTERIOR AND EXTERIOR BEARING S SHALL BE x( OR ) 1" O.C. UNLESS NOTED OTHERWISE. PROVIDE TRIPLE x STUDS CONTINUOUS TO THE FOUNDATION AT ALL BEAM BEARING LOCATIONS UNLESS NOTED OTHERWISE.. SEE ARCHITECTURAL DRAWINGS FOR ROOF LIMITS AND OVERHANG DETAILS. 5. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH NAILING SCHEDULE (SHEET S00). COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 7. COORDINATE ALL ROOF PENETRATIONS, UTILITIES AND MECHANICAL CHASES WITH APPLICABLE TRADES. GRAPHIC SCHEDULE EXISTING CMU BASEMENT x( OR ) AT 1"o.c. STUD BEARING BEARING ABOVE FRAMING PLAN NOTES 8. ALL ROOF RAFTERS SHALL HAVE SIMPSON H.5 HURRICANE TIES AT EACH RAFTER TO TOP PLATE EAVE CONNECTION. 9. C#/P# - INDICATES POST/STEEL COLUMN POST/COL. SCHED. (THIS SHEET) INDICATES BUILT-UP x HEADER (SEE HEADER SCHEDULE). 11. ALL PLYWOOD SHEATHING SHALL BE ORIENTED VERTICALLY. P1() () x (3) x P 3 1/ x 3 1/ 5 1/ x 5 1/ P 7 x 5 1/ ' SEE ND FLOOR FRAMING PLAN FOR ENTRY ROOF FRAMING ' (3) X (3) X (3) X (3) X x10 1" oc () x10 (-SPAN CONT.) D D () x10 () x10 (-SPAN CONT.) (3) X1 D D x1 X8 OVERFRAMING () 1 3/"x9 1/" LVL (-SPAN CONT.) X8 OVERFRAMING x1 D D x10 1" oc x10 1" oc D D x10 RAFTER x10 RAFTER " oc P " oc x10 FLY RAFTER x10 FLY RAFTER SPAN CONDITION UP TO '-" '-" UP TO 3'-0" 3'-0" UP TO '-" INTERIOR NON-BEARING PARTITION WOOD HEADER SCHEDULE HEADER SIZE () X8 JACK STUDS () X () X10 '-" UP TO '-" (3) X1 '-" UP TO 8'-" (3) 1 3/"X11 7/8" LVL 3 8'-" UP TO 10'-0" (3) 1 3/"X1" LVL KING STUDS NOTES: 1. ABOVE SCHEDULE IS FOR WHEN DOOR / WINDOW HEADER SIZES ARE NOT SHOWN ON THE PLANS.. USE PLYWOOD SHIMS BETWEEN HEADERS TO MATCH WIDTH. 3. CONSULT STRUCTURAL ENGINEER IF HEADER SIZE IS NOT SHOWN ON PLANS AND THE SPAN IS LARGER THAN ABOVE. x10 RAFTER (3) X (3) X x10 FLY RAFTER " oc 1 ROOF FRAMING PLAN 1/" = 1'-0" 0 10/1/1 1 BULLETIN /30/1 X1 LAID FLAT NAIL TO SHEATHING BELOW ' - 9 1/" 1' - 1/" 19' - /" 3' - 9 3/" 1' - 3" 3' - 9 3/" ' - 3" ROOF FRAMING PLAN 1' - 1/" ' - 9 1/" 1' - 1/" OVERFRAMING DETAIL 3 SKYLIGHT LAYOUT PLAN 1/" = 1'-0"

3.1 General Provisions

WOOD FRAME CONSTRUCTION MANUAL 107 3.1 General Provisions 3.1.1 Prescriptive Requirements The provisions of this Chapter establish a specific set of resistance requirements for buildings meeting the scope