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GENERAL NOTES - Trusses Wood/Lumber Framing: jmw_ _ sign PREFABRICATED WOOD TRUSSES: Maximum Ceiling Joist Spans: 20 PSF LL/ 10 PSF DL, L/A=240 LUMBER FRAMING: 713 • • • street 1. PREFABRICATED WOOD TRUSS OUTLINES ARE SHOWN. REFER TO ARCHITECTURAL DRAWINGS FOR Joist Design Span 1. LUMBER FRAMING MEMBERS SHALL BE AS FOLLOWS: "UNLESS OTHERWISE NOTE" keri texas80 ROOF SLOPES AND CONTROLLING ELEVATIONS. Spacing Lumber 2 x 4 2 x 6 2 x 8 2 x 10 2 x 12 CONCEALED FRAMING 830.890.8808/830.895.9770 2. TRUSSES SHALL BE DESIGNED TO CARRY THE FOLLOWING LOADS: (in.) (Ft.-In.) (Ft.-In.) (Ft.-In.) (Ft.-In.) (Ft.-In.) ALL FRAMING EXCLUDING WALL STUDS:SOUTHERN PINE, KD19, NO. 1 GRADE Sacramento,ca.916.980.9165 ROOF LIVE LOAD 20 PSF _------- OR BETTER jmwellsdesign@gmail.com/ ---------- jackmwells@outlook.com TOP CHORD DEAD LOAD 8 PSF 12 #2 Douglas Fir 9'-10" 15'- - 1.. --- WALL STUDS:SPRUCE-PINE-FIR (SPF), KD19,STUD GRADE OR BETTER COPY RIGHT 2 0 24 BOTTOM CHORD DEAD LOAD 10 PSF - ( ) UPLIFT 15 PSF NOT PUBLISHED.ALL RIGHTS RESERVED BY DESIGNER. DRAWINGS SELF WEIGHT AND ANY APPLICABLE CONCENTRATED LOADS 16 #2 Douglas Fir T-10" 12'-3" 111 20'-2" 23'-4" EXPOSED FRAMING AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL FASCIA: CEDAR, ROUGH SAWN, NO. 1 GRADE OR BETTER ON OT ER PROJPERTYO EXEDESIGNER.THEYSHJECTEALL EXCEPT BY ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BV ------------------- ALL TRUSSES SHALL HAVE TRIANGULATED PANELS. #2 Douglas Fir ALL OTHER: DOUGLAS FIR, ROUGH SAWN, NO. 1 GRADE OR BETTER THE DESIGNER.CONTRACTOR IS RESPONSIBLE FORAGREEMENT IN WRITING AND WITH APPROPRIATE OMPENSATION TO CONFIRMING AND 24 9 6'-10" 10'-8" 13'-6" 16'-5" 19'-1" CORRELATION DIMENSIONS AT THE JOB SITE,THE DESIGNER WILL NOT 4. ALL CONCENTRATED LOADS, INCLUDING REACTIONS,SHOULD OCCUR AT PANEL POINTS. BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, 2. EACH PIECE OF CONCEALED LUMBER SHALL BE GRADEMARKED BY AN AGENCY TECHNIQUES, SEQUENCES OR FOR SAFETY PRECAUTIONS AND 5. THE MINIMUM TOP AND BOTTOM CHORD SIZE SHALL BE 2X6. Maximum Rafter Spans (With Ceiling) 30 PSF LL/ 15 PSF DL ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE PROGRAMS IN CONNECTION WITH THE PROJECT. 6. ALL TRUSSES SHOULD HAVE HORIZONTAL RESTRAINT ATONE END ONLY. Joist Design Span 3. ALL FLOOR, CEILING AND ROOF JOISTS AND BEAMS TO BE GRADE STAMPED BY AN 3PJ&4C'Q30$T Spacing Lumber 2 x 4 2 x 6 2 x 8 2 x 10 2 x 12 AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE AND BE MIN Company, LLC 7. THE TRUSS MANUFACTURER SHOULD SUBMIT BRACING LAYOUT FOR APPROVAL ALONG WITH TRUSS (in.) SOUTHERN YELLOW PINE NO. 2 K.D , USED AT 15%MAX. MOISTURE CONTENT. FRAMING DESIGN. (Ft.-In.) (Ft.-In.) (Ft.-In.) (Ft.-In.) (Ft.-In.) ( ) ------ CONNECTORS SHALL BE SIMPSON STRONG-TIE AND SHALL APPROVED BY BUILDING CODE Daryl Jordan,P E 8. FRAMING MATERIAL SHALL BE NO. 2 GRADE KD SOUTHERN YELLOW PINE OR DOUGLAS FIR, MMG 19%D• 12 #2 Douglas Fir '-7 13'- - - - FOR THE TYPE OF INSTALLATION INDICTED. PO Box 467 A4.0 PROVIDE ALLOWABLE BENDING STRESS OF 1500 PSI WITH A MODULUS OF ELASTICITY OF 1,700,000 PSI,AS Mount Hermon,CA 95941 DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 4. FLOOR, WALL SHEATHING AND ROOF SHEATHING SHALL BE CLEARLY GRADEMARKED (209) 485-8620 16 #2 Douglas Fir 7-1 11 -5 14-5 17-8 20-5 SHOWING GRADE AND SPAN RATINGS AND SHALL MEET THE REQUIREMENTS OF �I=SII E �I�II 9. THE DESIGN AND FABRICATION OF ALL WOOD TRUSSES SHALL MEET THE FOLLOWING: APA-RATED SHEATHING. Q�pEESSIpNq • l� JD �F • NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS", BY 24 #2 Douglas Fir 110" 9'-4" 11'-9" 14'-5" 16'-8" NATIONAL FOREST PRODUCTS ASSOCIATION'S LATEST REVISIONS. 5. ALL FLOOR SHEATHING SHALL BE 1 1/8"APA RATED T&G STURD-I-FLOOR =`��OP� R-4 16 • I International Residential Code for One and Two Family Dwellings...2021 SHEATHING. (RECOMMEND USE OF"ADVANTECH") INSTALLED IN STRICT ACCORDANCE WITH chi �► "TIMBER CONSTRUCTION STANDARDS", BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, MANUFACTURES WRITTEN INSTRUCTIONS, MIN. FASTENING SHALL BE 10d NAILS AT 6" -' • � 1, LATEST REVISIONS. O.C. AT EDGE/PERIMETER SUPPORTS AND l Od NAILS AT 12"O.C. AT * 010 "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY TRUSS PLATE SAWN LUMBER FASTENING SCHEDULE INTERMEDIATE/FIELD. PROVIDE SOLID BLOCKING AT PERIMETER EDGE BETWEEN EACH �\Q INSTITUTE, LATEST REVISIONS. SUPPORT. ALL FLOOR SHEATHING SHALL BE GLUED AS WELL AS NAILED PER THE ABOVE �e IV1` 2x12 #2 DF MIN AT 16" O G > CONNECTION FASTENING LOCATION REQUIREMENTS. FOp CA�� MAXIMUM - 10. THE WOOD TRUSSES SHALL BE CUSTOM DESIGNED TO FIT THE DIMENSIONS AND LOADS INDICATED ON II I I I THE PLANS. ALL DESIGNS SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY THE BUILDING JOIST TO SILL OR GIRDER (3)8dCOMMON(22'x0.131")OR TOENAIL b. WALL SHEATHING SHALL BE MINIMUM 15/32"APA RATED STRUCTURAL 1 PANELS (ZIP 1 II I I CODE APPROVAL. COMPLETE DESIGN CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND (3)3"x0.131"NAILS SYSTEM ROOF AND WALL SHEATHING (1/2"WALLS AND 5/8" ROOF)RECD). I STRESS CONTROL POINTS ARE TO BE AVAILABLE UPON REQUEST FOR EACH TRUSS THE DESIGN OF THE m 6x16 #I DF BM TRUSSES ARE TO BE UNDER THE SUPERVISION OF A REGISTERED ENGINEER AND SHALL BE SEALED BY SAID JOIST BLOCKING (3)SdCOMM.131(221"4.131")AILSOR TOENAIL EACH END date of issue/revisions: (3)3"x0.131"NAILS 7. CONCEALED ROOF SHEATHING SHALL BE MINIMUM 15/32"APA RATED STRUCT 1 ■■••■■■��■■■�■■�■■■■■■�■■■■■■4.00000 ■ 0000■■•■■ ENGINEER. PANELS (ZIP SYSTEM ROOF AND WALL SHEATHING (1/2"WALLS AND 5/8" ROOF) TOP PLATE TO STUD (2)16d(3�"x0.135")AT 16"O.C.OR END NAIL no. date description II I I I I 11. DRAWINGS SHALL BE FURNISHED BY THE MANUFACTURER SHOWING ALL CRITICAL DIMENSIONS FOR (3)3"x0.131"NAI LS RECOMMENDED). DETERMINING FIT AND PLACEMENT IN THE BUILDING AS WELL AS THE LOADS THE TRUSSES ARE DESIGNED (4)8d COMMON(221"0.131")OR $, WALL SHEATHING AND CONCEALED ROOF DECKING SHALL BE LAID PERPENDICULAR II I I I TO SUPPORT. THESE DRAWINGS SHALL BE APPROVED PRIOR TO FABRICATION. (4)3"x0.131"NAILS TOENAIL II I I I 12. THE TRUSSES IF STORED PRIOR TO ERECTION SHALL BE STORED IN A VERTICAL POSITION AND PROTECTED STUD TO SOLE PLATE (2)16d COMMON(NTO SUPPORTS WITH STAGGERED JOINTS,SHALL BE CONTINUOUS OVER TWO OR END NAIL MORE SUPPORTS,AND SHALL BE NAILED TO WALL STUDS, RAFTERS OR TRUSS CHORDS. WALLx0.162")OR FROM THE WEATHER. THEY SHALL BE HANDLED WITH CARE SO THEY ARE NOT DAMAGED. (3>3"x°.131""AICs SHEATHING SHALL BE NAILED WITH l Od NAILS, 4"SPACING AT SUPPORTED EDGES (STUDS AT 16d(32'x0.135")AT24"O.C.OR FACE NAIL VERTICAL EDGES, BLOCKING AT ALL HORIZONTAL EDGES) AND 12" INTERMEDIATE SPACING. II I I I I 13. THE TRUSSES ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS, THE APPROVED EACH STUD OF MULTI-PLY STUDS 3"x0.131"NAILS AT8"O.C. TRUSS DRAWINGS AND INSTALLATION SUGGESTIONS. TEMPORARY CONSTRUCTION LOADS WHICH CAUSE ROOF DECKING SHALL BE NAILED WITH 10d NAILS, 6" SPACING AT SUPPORTED EDGES AND II I I I I MEMBER STRESSES BEYOND DESIGN LIMITS ARE NOT PERMITTED. ERECTION BRACING IN ADDITION TO 16d(32'x0.135")AT16"O.C.OR TYPICAL FACE NAIL 12" INTERMEDIATE SPACING. NAILS AND SCREWS SHALL BE LOCATED NO CLOSER THAN 3/8" DOUBLE TOP PLATE SPECIFIED BRIDGING IS TO BE PROVIDED TO KEEP THE TRUSS STRAIGHT AND PLUMB AS REQUIRED TO 3"x0.131"NAILS AT I2"O.C. FROM PANEL EDGE. COUNTERSINK SHALL BE 1/8"MAX. II I I I I ASSURE ADEQUATE LATERAL SUPPORT FOR THE INDIVIDUAL TRUSS AND THE ENTIRE SYSTEM UNTIL THE (8)16dCOMMON(32'xo.162")OR II I I I I SHEATHING MATERIAL HAS BEEN APPLIED. (12)3"x0.131"NAILS LAP SPLICE 9. UNLESS OTHERWISE SHOWN, PLACE A SINGLE PLATE AT THE BOTTOM AND A 14. THE CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING THE TRUSSES TO PROVIDE BLOCKING BETWEEN JOISTS OR RAFTERS TO (3)8d COMMON(22'x0.131")OR DOUBLE PLATE AT THE TOP OF ALL WALLS. TOP PLATE (3)3"x0.131"NAILS TOENAIL 2x12 #2 DF MIN AND/OR TRUSS' II I I I OPPORTUNITY FOR INSPECTION OF INSTALLATION. 10. NOT LESS THAN THREE STUDS SHALL BE INSTALLED AT EVERY CORNER OF WALLS, AND AT 16" O.G. MAXIMUM II I I I General Notes-Framing RIM JOIST TO TOP PLATE 8d(22'0.131 1' 1")A ATO" o.00R TOENAIL NOT LESS THAN TWO STUDS SHALL BE INSTALLED AROUND ALL OPENINGS (FOUNDATION ■ II I I I TO TOP PLATE). SEE DRAWING FOR ADDITIONAL PLY REQUIREMENTS. 1. Provide double 2X12 with 1/2" minimum plywood headers at all bearing walls. TOP PLATES-LAPS AND INTERSECTIONS (2)16d COMMON(32'x0.162")OR (3)3"x0.131"NAILS FACE NAIL 11. STUD WALLS SHALL HAVE HORIZONTAL BLOCKING A MAXIMUM OF 4 FEET VERT. OC. (AT MANUFACTURED TRUSS AT 16" I I 2. Provide minimum double 2x8 with 1/2" plywood headers at all non-bearing walls with spans greater HEADER,TWO PIECES 16d COMMON(32'x0.162")OR 16"O.C.ALONG EDGE EVERY SHEATHING ABUTMENT JOINT). O.G. MAX I than T-0. II I I ICEILING JOISTS TO PLATE (3)8d COMMON(22'xo.131")OR TOENAIL 12. WALL STUDS SHALL BE CONTINUOUS FROM BOTTOM PLATE TO TOP PLATE, UNLESS 3. Provide double 2x6 with 1/2"plywood headers at non-bearing walls with spans less than T-0. (5)3"x0.131"NAILS NOTED OTHERWISE. I ' 4. Provide 2x6 strong backs on all joist/rafters with spans greater than 10-0, also provided bracing at HEADER TO STUD (4)8d COMMON TOENAIL 2-2x12 #2 DF MIN AND/OR I 13. ALL STUDS SHALL BE SPACED AT 16" .C. UNLESS NOTED OTHERWISE, INSTALL TRUSS' II I I I I bottom chord of prefabricated roof trusses, unless otherwise directed by the truss manufacture. (MAX.)( ) ■ CEILING JOISTS,LAPS OVER PARTITIONS (3)16dCOMMON(32'x0.162") FACE NAIL MINIMUM DOUBLE STUDS BENEATH POINT LOADS ABOVE. -3'-112" II I I I I 5. Truss manufacture shall provide shop drawings to the design professional for approval prior to ■ fabrication of the roof trusses. cEILINGJOISTS roPARALLEL RAFTERS (3)16dCOMMON(32°Xo.1s2") FACE NAIL 14. ALL PLATES,SILLS AND OTHER MATERIAL HAVING DIRECT EXPOSURE TO THE O ■ I I I IWEATHER OR CONTACT WITH THE EARTH OR FOUNDATION CONCRETE SHALL BE 6. All framing shall comply with State/ Local and National Building Codes, 2018 International (3)8d COMMON(22'x0.131")OR TREATED"WOLMANIZED"TO CONFORM TO AWPA STANDARD P5, "ACQ", OR II I I I I Residential Code shall be used on this project. (Effective 2/9/2021). RAFTERT°PLATE (3)3"x0.131"NAILS TOENAIL ENGINEER-APPROVED EQUAL. ! ; -- - BUILT-UP CORNER STUDS 16d COMMON(32'x0.162")OR 24"O.C. I l E I I General Notes-Roof 3"x0.131"NAILS 16"O.C. 15. INTERIOR WALL SILL PLATE ANCHORAGE TO CONCRETE SHALL BE 3/16"0 SIMPSON TITEN ■ I 20dCOMMON(4"x0.192")AT32"O.C.OR FACE NAIL AT TOP AND BOTTOM MASONRY SCREWS, OR ENGINEER-APPROVED EQUAL. FASTENER PENETRATION INTO O O • I I I I 1. Framing standards and/or requirements vary for one locale to another. In areas, such as seismic 3"x0.131"NAILS AT 24"O.C. STAGGERED ON OPPOSITE SIDES CONCRETE SHALL BE 1"MIN. FASTENERS SHALL BE CENTERED OVER SILL PLATE WITH A ' regions, more stringent framing connections/methods are necessary. It is not the intent of these drawings to EACH PLY OF MULTI-PLY HEADERS AND BEAMS MINIMUM EDGE DISTANCE OF 1-3/4",AND SHALL BE SPACED A MAXIMUM OF 16" O.C., WITH •� I I I I I show engineered connections meeting all requirements for all areas of the country. It is the responsibility of (2)20dCOMMON(4"x0.192")OR FACE NAIL AT ENDS O g g q Y p Y (3)3"x0.131"NAILS FASTENERS NEAREST ENDS OF PLATES INSTALLED BETWEEN 6" AND 10" FROM ENDS OF PLATE. �.■� 02 I - the owner and/or contractor to review and revise, if necessary, any framing connections illustrated in these FASTENERS THROUGH INTERIOR LOAD BEARING WALL SILL PLATES SHALL HAVE 1"Q WASHERS •� A4.0 Lp I- - - -- - - - drawings in order to meet local standards,and/or requirements. coLLARTIETo RAFTER (3)10d COMMON(3"x0.148")OR L■ FACE NAIL AND SHALL BE SPACED A MAXIMUM OF 8" O.C. INSTALL FASTENERS ACCORDING TO ■ I (4)3"x0.131"NAILS I I I 2. Should local codes and/or ordinances differ from these plans, a determination shall be made b the MANUFACTURER'S RECOMMENDATIONS. ' � ; Y (2)16d COMMON(32"'x0.162")OR p ; General Contractor and/or local Building Official as to which is most stringent. The most stringent (3)3"x0.131"NAILS TOENAIL 16. PROVIDE DOUBLE STUDS EACH SIDE OF OPENINGS. PROVIDE MULTI-PLY HEADERS AND • I I I I I requirement shall govern. Should a change In these plans be necessary or desired which will alter the design RAFTER TO RIDGE BOARD,HIP OR VALLEY # (3 BEAMS ABOVE ALL OPENINGS IN ACCORDANCE WITH FOLLOWING: ■ ll) I I or structural integrity of the structure(s),consult with a qualified structural engineer to verify such change will 3 3"x0.131"NAILS FACE NAIL not be detrimental to the structural integrity of the structure(s) prior to implementing the change. ( ) OPENING WIDTH MIN. HEADER SIZE X ; I I i JOIST TO RIM JOIST (3)16d COMMON(32'x0.162")OR FACE NAIL UP TO 2'-8 DOUBLE 2x8 3. All dimensions are to face of stud unless noted otherwise. (a)3"x0.131"NAILS 2'-8 TO 3'-8 DOUBLE 2x10 --=------=------i 3'-8 TO b'-0 DOUBLE 2X12 'C ■ I, I I I I 4. Run all vents/roof penetrations to the rear or to an area not directly viewable from the street. LEDGER STRIP TO EACH STUD (3)16d COMMON(32'x0.162")OR FACE NAIL C (4)3"x0.131"NAILS i i I HEADERS/BEAMS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE HEADER OR �1 5. , *REFERENCE 2021 International Residential code BEAM (FROM SUPPORT TO SUPPORT). O I I I I 17. TIMBER CONNECTION DOWELS, BOLTS AND LAG SCREWS SHALL CONFORM TO ASTM O O *F I I I I A307 AND SHALL BE HOT-DIP GALVANIZED. A/ 0 �O I I I 18. ALL HOLES FOR THROUGH BOLTS SHALL BE PRE-DRILLED NO LARGER THAN 1/161, tj■ cc LARGER THAN THE BOLT DIAMETER AND NO SMALLER THAN 1/32" LARGER THAN THE BOLT U -------------- DIAMETER. to 0 c 19. PILOT HOLES SHALL BE DRILLED FOR LAG SCREWS. LEAD HOLES FOR LAG SCREWS = W SHALL BE BORED AS FOLLOWS: •� O V 2-2x12 #2 DF DIAGONAL I I I I 19.1 THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER LM= � O T-- ==-- --=------i AS THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH l� tn C I OF UNTHREADED SHANK. Q Q 3 I I I _ I 19.2 THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER 1-7.18° "VERIFr' I'-O 1'-O EQUAL TO 40%TO 70%AND A LENGTH EQUAL TO AT LEAST THE LENGTH 13i(6 -------------------------------- 113i(6 OF THE THREADED PORTION. ------ MANUFACTURED TRUSS AT 16 ----------------- (D ------- 20. THE THREADED PORTION OF THE LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY ^„ -- --- -______ TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. LUBRICANT SHALL BE USED w �® I I ' I- I _ O.G. MAX PLATE 10'-2 --------------------------------------------------------------------------------------------------------------------------- --------------- ON LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO TYPICAL � o I I THE LAG SCREW. _ CONTRACTOR SHALL \/ERIFY EXISTING 21. REFER TO CODE FOR ALLOWABLE CUTS, NOTCHES AND HOLES IN STUDS AND Gf , ROOF SLOPE PRIOR TO FABRICATION JOISTS. Q, 3 ! OF ROOF TRUSSES , 22. NAILING AND THE ATTACHMENT OF ALL FRAMING MEMBERS SHALL BE WITH COMMON o WIRE NAILS OR SPIKES OR GALVANIZED BOX NAILS, AND SHALL BE AS SPECIFIED IN THE 0FASTENING SCHEDULE, UNLESS NOTED OTHERWISE ON THE DRAWINGS. NAIL COUNTERSINK z 2 -1/2 `6 2 -��2 SHALL BE 1/8"MAX. � 23. LAG SCREW AND BOLT HEADS AND NUTS SHALL BE COUNTERSUNK WHERE INDICATED zz v lcl/32" APA RATED PLYWOOD SHEATHING, FASTEN WITH 8d AT ON THE DRAWINGS. COUNTERSINKING HOLES SHALL BE FILLED WITH WOODEN O Z O 6" PERIMETER/ 6" IN FIELD LAY LONG DIMENSIONS OF SHEETS PLUGS MATCHING MEMBER MATERIAL AND GLUED IN PLACE. 1:4Z n CO N ACROSS THE FRAMING AND STAGGER JOINTS, REFER TABLE "A Q�� W °� ry R602.3(l) FOR ADDITIONAL NAILING REQUIREMENTS , ` 24. ALL FASTENERS OUTSIDE OF THE CONDITIONED BUILDING ENVELOPE OR INSTALLED W 0 J O IN/AGAINST TREATED LUMBER SHALL BE HOT DIP GALVANIZED. IC) F- O � WU R. i i =�o o O Lli 2x 12 #2 DF MIN AND/OR TRUSS' W 04 ° '" O r- CD ENGINEERED WOOD PRODUCTS AND ASSEMBLIES W0 w �� o ---------- Oc ------ ------ --- LO N 1. SIMPSON PRODUCTS THAT ARE TO BE EXPOSED TO WEATHER OR IN CONTACT WITH I 0 ->_ TREATED LUMBER SHALL BE HOT-DIP GALVANIZED OR HAVE Z-MAX COATINGS. INSTALL 0 0 C_ SIMPSON PRODUCTS WITH ALL SPECIFIED FASTENERS TO ACHIEVE THE HIGHEST PUBLISHED ALLOWABLE LOADS. INSTALL SIMPSON PRODUCTS AND ENGINEERED s h e e t co n t e n t s PLATE \ WOOD PRODUCTS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. Proposed Z "/ARIES" MANUFACTURED TRUSS AT 16" 2. LAMINATED VENEER LUMBER (LVL) SHALL HAVE MINIMUM NOMINAL ALLOWABLE O.G. MAX DESIGN VALUES AS FOLLOWS: Roof Framing ~ ----- `� MODULUS OF ELASTICITY, E= 1,900 PSI ---------- L::L---------------------------------------- FLEXURAL STRESS, Fb = 2,600 PSI Z HORIZONTAL SHEAR STRESS, Fv= 285 PSI O = project no U GABLE END WALL 3. ALL GLULAM/PARALLAM BEAMS SHALL BE CONNECTED WITH SIMPSON "STRONG-TIE" 24101 [1� :);I CONNECTORS, UNLESS DETAILED OTHERWISE. drawn by LU LU m VARIES 4. ALL WOOD PRODUCTS SHALL BE STORED OFF OF THE GROUND OR CONCRETE SLAB, checked by j ci /2„ 3,_ y2„ PROTECTED FROM THE WEATHER, AND IN ACCORDANCE WITH MANUFACTURER'S Ji C� 0 FLANRECOMMENDATIONS. project architect Z 0 NORTH "' � 3 plot date 09162024 0 PPROXIMATE sheet number N OD NORTH Roof Framing Schematic Framing Sections/Truss Schematic JMWELURALDINisnoER: JMWELLS DESIGN is not a engineering firm. The Structural design/system and and/or elements,either noted or implied,are for general guideline purposes only. These drawings have not been reviewed by a licensed Structural Engineer, (unless an official stamp of ansl U licensed engineer appears on these drawings). it is the responsibility of the owner and General Contractor to obtain the services of a • 2 n C 1/4"= 1'-0 1/4"= F-0 licensed Structural Engineer to review these drawings prior to construction. By accepting these drawings,JMWELLS Designer/Jack 0 Wells is released from all liability for any STRUCTURAL defects and/or failures. o - 0f -