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GABLE ROOF 1. HIP ROOF <br />ro 3e I 2e 2e 1 3 <br />i I <br />2n 0 <br />I i <br />----------_..__--- <br />3r 2r I 2r i <br />< 1� 12e <br />3r 2r so 2r <br />----------- <br />I __ __ <br />2n I O O � 2r I <br />I I � <br />- <br />I-_. -..._.._. - - - --- �_- <br />3e I 2e ___..._ ___2e._.. 13 <br />az� <br />2 <br />4.04• <br />7 <br />-.J <br />w <br />z <br />Ice O <br />Od <br />=� LL <br />Z Z <br />Z <br />U Z <br />QLS <br />w <br />z <br />D <br />OOo 0 <br />o <br />U. <br />I -- <br />a LU <br />d@ W. <br />3 <br />4.04• <br />FLOOR <br />'RUSS BRG. <br />Florida Building Code C&C Wind Design Pressures <br />4.04• SCALE: N.T.S. <br />1. ALL HORIZONTAL & VERTICAL JOINTS SHALL OCCUR <br />OVER FRAMING & SHALL BE ATTACHED IN SPACING <br />SHOWN ON SHEAR WALL SCHEDULE @ SHEAR WALLS, <br />SOLID 2x WOOD BLOCKING OR FRAMING MEMBER <br />SHALL BE PROVIDED AT ALL PANEL EDGES, TYP. (U.N.O.) <br />2. FOLLOW SHEATHING ORIENTATION DIAGRAM. <br />GAP <br />Interior Shearwall Sheathing Layout & Fastener Pattern <br />^'•JD <br />THING <br />HOOD PLATE <br />SCALE: IY2" = V-0" <br />l� <br />OIL TOP OF FLOOR <br />OIL FLOOR TRUSS BRG. <br />1. ALL HORIZONTAL & VERTICAL JOINTS SHALL OCCUR <br />OVER FRAMING & SHALL BE ATTACHED IN SPACING <br />SHOWN ON SHEAR WALL SCHEDULE @ SHEAR WALLS. <br />SOLID 2x WOOD BLOCKING OR FRAMING MEMBER <br />SHALL BE PROVIDED AT ALL PANEL EDGES, TYP. (U.N.O.) <br />2. FOLLOW SHEATHING ORIENTATION DIAGRAM. <br />"',JD <br />THING <br />WOOD PLATE <br />. <br />M <br />1/° GAP <br />Exterior Shearwall Sheathing Layout & Nailing Pattern <br />SCALE: 1%" V-0" <br />® KEY NOTES <br />FOR SHEARWALL SHEATHING LAYOUT & FASTENER PATTERN <br />1. AIRSPACE: SEE WALL SECTIONS & CONSTRUCTIONS ASSEMBLY SCHEDULES. <br />2. HOLD DOWNS: SEE SHEARWALL SCHEDULE FOR REQUIRED HOLD DOWNS @ <br />SHEARWALL ENDS INDICATED ON FRAMING PLANS w/ EXTENT ARROWS, TYP. <br />3. FIRE RATED GYPSUM WALLBOARD PER ARCHITECTURAL DRAWINGS, TYP. <br />4. GYPSUM WALLBOARD @ INTERSECTION OR WOOD STUDS SHEARWALLS WHERE <br />APPLICABLE. COORDINATE w/ ARCHITECTURAL DRAWINGS. <br />5. ADD STUD & BLOCKING AFTER HOLD DOWN IS INSTALLED AS REQUIRED, TYP. <br />6. PROVIDE 2 SIMPSON "CS16" OR "MST160" STRAPS PER SHEARWALL SCHEDULE. <br />7. NAILING EDGES @ 2X BLOCKING, TYP. <br />8. NAILING EDGES @ DOUBLE TOP PLATE, TYP, <br />9. NAILING EDGES @ STUDS, TYP. <br />10. NAILING EDGES @ SILL PLATE, TYP. <br />11. EXTERIOR SHEARWALL SHEATHING FIELD NAIL SPACING IS 12" O.C. PLYWOOD, TYP. <br />(U.N.O.) INTERIOR GYPSUM SHEATHING FIELD FASTENING TO BE THE SAME AS EDGE <br />FASTENERS, TYP. (U.N.O.). <br />NOTE: CRIPPLES ARE NOT REQ'D @ UPPER TOP FLOOR <br />TRUSSES UNLESS ROOF TRUSSES BEAR ON WALL ABOVE. <br />PRE-ENG. WOOD <br />TRUSS PER PLAN, T <br />YP. <br />OPTION #1: <br />18" TJI-250 BLOCKING <br />PANELS BETWEEN <br />EACH TRUSS <br />8-d NAILS @ 3" O.C. <br />INTO TOP & BOT. <br />PLATES & CRIPPLES <br />WOOD STUD WALL PER <br />PLAN & SCHEDULE, TYP. <br />PRE-ENG. WOOD <br />TRUSS PER PLAN, T <br />WOOD STUD WAI <br />PLAN & SCHEDULE <br />WOOD TRUSS FRAMING DESIGN CRITERIA <br />INTERIOR UNIT <br />INTERIOR UNIT FLOOR <br />BALCONY/PATIO <br />BALCONY/PATIO FLOOR <br />BREEZEWAY/CORRIDOR <br />FLAT ROOF TRUSSES <br />PITCHED ROOF TRUSSES <br />FLOOR TRUSSES <br />TRUSSES OVER CLUBHOUSE <br />FLOOR TRUSSES <br />TRUSSES @ CORNER UNITS <br />FLOOR TRUSSES <br />TCLL <br />40 PSF <br />40 PSF <br />60 PSF <br />60 PSF <br />80 PSF <br />30 PSF <br />20 PSF <br />TCDL <br />15 PSF <br />15 PSF <br />30 PSF <br />30 PSF <br />30 PSF <br />10 PSF <br />10 PSF <br />V <br />Z <br />BCLL <br />----- <br />Q <br />O <br />BCDL <br />10 PSF <br />20 PSF <br />10 PSF <br />10 PSF <br />10 PSF <br />10 PSF <br />10 PSF <br />TOTAL (PSF) <br />65 PSF <br />75 PSF <br />100 PSF <br />100 PSF <br />120 PSF <br />50 PSF <br />40 PSF <br />USI <br />----- <br />----- <br />----- <br />----- <br />----- <br />25% <br />25% <br />SPACING <br />16719.2724" O.C. <br />16/19.2"/24" O.C. <br />16719.2"/24" O.C. <br />16"/19.2724" O.C. <br />24" O.C. <br />24" O.C. <br />18" MAX. <br />17" <br />DEPTH / PITCH <br />20" <br />20" <br />(SLOPED TOP CHORD) <br />(FLAT TOP CHORD) <br />18" <br />VARIES <br />VARIES <br />OPTION #2: <br />2x4 BLOCKING TIGHT <br />BETWEEN TRUSSES w/ <br />8-16d NAILS INTO TOP <br />& BOTTOM PLATES <br />-%" PLYWOOD w/ 8d <br />MAILS @ 3" O.C., TYP. <br />-2x4 CRIPPLE STUD @ <br />MID -SPAN BETWEEN <br />TRUSSES w/ 2-16d NAILS <br />INTO TOP & BOT. PLATES <br />OPTION #3: <br />PRE-ENGINEERED TRUSS <br />BLOCKING COMPONENT <br />(BY TRUSS MANUF.) w/ <br />8-16d NAILS INTO TOP & <br />BOTTOM PLATES. <br />4 Typical Shearwall Blocking <br />• O4. SCALE: 3/4"= V-0" <br />CONNECTOR SCHEDULES <br />TYPICAL TRUSS STRAPPING <br />UPLIFT <br />REQUIREMENT <br />RECOMMENDED SIMPSON CONNECTOR <br />MODEL NO. <br />UPLIFT CAPACITY <br />LATERAL CAPACITY <br />0 - 500 LBS <br />"H2.5A" <br />600 LBS <br />110 LBS <br />500 - 1000 LBS <br />11H10A" <br />1140 LBS <br />285 LBS <br />1000 - 1500 LBS <br />11MTS12" + "H2.5A" <br />1600 LBS <br />110 LBS <br />1500 - 2500 LBS <br />"HTS20" + 11H10A" <br />2590 LBS <br />285 LBS <br />2-PLY GIRDER (3000 LB MAX) <br />11LGT21" + "MTS12" <br />3050 LBS <br />170 LBS <br />3-PLY GIRDER (3500 LB MAX) <br />"LGT3-SDS2.5" <br />3685 LBS <br />410 LBS <br />4-PLY GIRDER (4000 LB MAX) <br />"LGT4-SDS3" <br />4060 LBS <br />675 LBS <br />BEAM & HEADER ANCHORAGE <br />HEADER SIZE <br />HEADER TO SUPPORT STUDS <br />UP TO 4'-0" <br />2 SIMPSON "MSTA15" (ONE EACH SIDE) <br />4'-1" TO 8"-0" <br />2 SIMPSON "MST126" (ONE EACH SIDE) <br />8'-1" TO 12'-0" <br />2 SIMPSON "MST27" (ONE EACH SIDE) <br />4 Story Wood Framed Apartment Building <br />LOCATION <br />MEMBER <br />DEPTH <br />SHRINKAGE <br />COEFFICIENT <br />MOISTURE <br />CHANGE <br />MEMBER <br />SHRINKAGE <br />CUMULATIVE <br />SHRINKAGE <br />4th Floor Top Plate <br />(2) 2x4/2x6 <br />3,01" <br />0.0025 <br />10% <br />0.075" <br />0.881" <br />4th Floor Wall Stud <br />2x4/2x6 <br />104.5" <br />0.00005 <br />10% <br />0.052" <br />0.806" <br />4th Floor Sole Plate <br />2x4/2x6 <br />1.5" <br />0.0025 <br />100/0 <br />0.037" <br />0.754" <br />4th Floor System <br />2x Wood Truss <br />18.01" <br />0.0025 <br />10% <br />0.075" <br />0.717" <br />3rd Floor Top Plate <br />(2) 2x4/2x6 <br />3.0" <br />0.0025 <br />10% <br />0.075" <br />0.642" <br />3rd Floor Wall Stud <br />2x4/2x6 <br />104.5" <br />0,00005 <br />10% <br />0.052" <br />0.567" <br />3rd Floor Sole Plate <br />2x4/2x6 <br />1.5" <br />0.0025 <br />10% <br />0.037" <br />0.515" <br />3rd Floor System <br />2x Wood Truss <br />18.0" <br />0.0025 <br />10% <br />0.075" <br />0.478" <br />2nd Floor Top Plate <br />(2) 2x4/2x6 <br />3.0" <br />0.0025 <br />10% <br />0.075" <br />0.403" <br />2nd Floor Wall Stud <br />2x4/3x4/2x6 <br />104.5" <br />0.00005 <br />10% <br />0.052" <br />0.328" <br />2nd Floor Sole Plate <br />2x4/2x6 <br />1,5" <br />0.0025 <br />10% <br />0.037" <br />0.276" <br />2nd Floor System <br />2x Wood Truss <br />18.01' <br />0.0025 <br />10% <br />0.075" <br />0.239" <br />1st Floor Top Plate <br />(2) 2x4/2x6 <br />3.0" <br />0.0025 <br />10% <br />0.075" <br />0.164" <br />1st Floor Wall Stud <br />2x4/3x4/2x6 <br />104.5" <br />0.00005 <br />10% <br />0.052" <br />0.089" <br />1st Floor Sole Plate <br />2x4/2x6 <br />1.5" <br />0.0025 <br />10% <br />0.037" <br />0.037" <br />Slab/Foundation <br />----- <br />----- <br />----- <br />----- <br />----- <br />WOOD SHRINKAGE CALCULATIONS: <br />CALCULATIONS ASSUME THAT ALL STRUCTURAL WOOD MEMBERS ARE #2 SOUTHERN YELLOW PINE (#2 S.Y.P.), THAT <br />THE SUB -FLOOR MATERIAL IS DIMENSIONALLY STABLE & SHRINKAGE IS NEGLIGIBLE, THAT ENGINEERED WOOD <br />PRODUCTS (EWP) SUCH AS LVL/PARALLAM BEAMS & POSTS WITHIN THE WOOD FRAMING ARE DIMENSIONALLY STABLE <br />& SHRINKAGE IS NEGLIGIBLE, & THAT THE TYPICAL FLOOR TRUSSES HAVE SINGLE TOP & BOTTOM 2x CHORD MEMBERS <br />WHOSE SHRINKAGE IS EQUIVALENT TO TWO (2) 2x S.Y.P. WOOD PLATES. <br />5 4-Story Wood Shrinkage Calculation Schedule <br />.04• 2/ SCALE: N.T.S. <br />N <br />4-1 <br />ro <br />4-1 <br />_0 <br />Z <br />v <br />C <br />.0 <br />V <br />ro <br />L <br />0 <br />U <br />U <br />ro <br />L <br />.0 <br />ro <br />ro <br />u <br />0 <br />C <br />+j <br />.0 <br />v <br />C <br />E <br />L <br />4j <br />ro� <br />I^ <br />0 <br />bA <br />A <br />E <br />,C <br />N <br />.4 <br />ro <br />V <br />Q <br />a <br />ro <br />v <br />4-1 <br />C <br />,3 <br />LL <br />E <br />0 <br />U <br />U <br />0) <br />0 <br />L <br />a <br />4J <br />S. <br />0 <br />to <br />0 <br />4w <br />ro <br />U <br />4= <br />�U <br />N <br />a <br />to <br />C <br />ro <br />C <br />a <br />uV <br />v <br />3 <br />0 <br />tA <br />L <br />v <br />v <br />C <br />C <br />W <br />C <br />Qj <br />v <br />C <br />0 <br />Q ) <br />v <br />a <br />J <br />Y <br />0 <br />W <br />w FORUME <br />E9 <br />ARCHITECTURE & <br />Ln <br />z INTERIOR DESIGN, INC. <br />P'LANNWG I AR(�TECTURE I IJIFRIORDESIGN <br />N <br />W <br />0 <br />it <br />0 <br />W 237 S. Westmonte Drive, Suite 220 <br />z Altamonte Springs, FL 32714 <br />od 407,830.1400 <br />www.forumarchitecture.com <br />Zephyr <br />Commons <br />City of Zephyrhills, FL <br />i <br />I <br />2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 <br />i TEL 407/682-2086 ■ FAX 407/682-2386 <br />WWW.SCD-ENG.COM <br />a <br />S <br />0. <br />tr <br />z <br />Q ®Q aTAT OF <br />®®®®®0 00#YAL ®°®® <br />IIII1 e0 <br />Robert C. Scroggins, P.E. <br />FL Registration No. 56158 <br />This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date <br />and/or Time Stamp shown using a digital signature. Printed copies of this document are not <br />considered signed and sealed and the signature must be verified on any electronic copies. <br />SET DISTRIBUTIONS: <br />12/16/2021 OWNER REVIEW SET <br />02/17I2022 PERMIT SET` <br />0 SHEET REVISIONS: <br />EDITED BY: RCS, TLW <br />SC&D PROJECT NO. 21-020 <br />FORUM PROJECT NO. 4097 <br />►I <br />0 <br />Structural Sections & <br />w <br />0 <br />Details <br />w <br />z <br />os <br />W <br />Y <br />U <br />W <br />U <br />S4.04.1 <br />tx <br />0 <br />w <br />