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SIMS. <br />00 <br />�E <br />U <br />Q <br />LO <br />M <br />0 <br />0 <br />N <br />oo <br />0 <br />0 <br />Soffit Section <br />Column Section <br />x4 <br />x4 <br />1 1 /2"=1'-0" <br />® SHEAR WALL SCHEDULE <br />SHEAR <br />FRAMING <br />EXTERIOR SHEATHING <br />I INTERIOR SHEATHING <br />BASE CONNECTIONS <br />WALL <br />TYPICAL <br />STUDS PER <br />SHEATHING <br />SCREW PATTERN <br />SHEATHING <br />SCREW PATTERN <br />CONT. PLATE TO <br />HOLD-DOWNS @ <br />MARK <br />STUDS <br />END/OPENING <br />TYPE <br />TYPE 6 <br />DECK/SLAB <br />EACH END <br />EDGES <br />INTERMED. <br />EDGES <br />INTERMED. <br />7116" O.S.B. (TYP.) <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />HEAD <br />1/2" DIA. V'Jl2" <br />SIMPSON <br />SW-1 <br />2x4 @ 16" O.C. <br />(2) - 2x4 <br />15/32" P.T. PLYWOOD <br />8d @ 4" O.C. <br />8d @ 8" O.C. <br />5/8" GYPSUM <br />HEAD <br />WASHER @ 32" O.C., <br />HDU5-SDS2.5 OR <br />@ BOTTOM COURSE <br />WALLBOARD <br />SCREWS @ 4" <br />SCREWS @ 4" <br />TYP. <br />HTT4 <br />3 <br />4 <br />4 <br />3 <br />O.C. <br />O.C. <br />1 2 <br />5 <br />® SHEAR WALL NOTES 0 <br />BUILDING TYPE: GA ATTIC SPACE: A <br />0 BEAM / HEADER ANCHORAGE <br />1 SIMPSON MAS MUDSILL ANCHOR AT 16 OC MAY REQUIRED NFA VENTILATION <br />HEADER SIZE <br />HEADER TO SUPPORT STUDS <br />BE USED IN PLACE OF A.B. <br />Attic area (Including Soffit): <br />NFA regd (Attic Area 1150): <br />1172 Sr <br />7.81 SF <br />UP TO 4'-0" <br />2 SIMPSON MSTA15 1 ON EACH SIDE <br />() (() ) <br />2 1/2" 0 EXPANSION BOLTS W/ 7" MIN EMBED AT <br />Total regd ventilation area in SI (Net Free Area x 144): <br />1124.64 Sl <br />4'-1" TO F-0" <br />(2) SIMPSON MSTI26 ((1) ON EACH SIDE) <br />18" OC MAY BE USED IN PLACE OF A.B. <br />Upper portion regd (Total Reqd vent Area x 50%): <br />562.32 SI <br />> 81-1" <br />(2) SIMPSON MSTI27 ((1) ON EACH SIDE) <br />3 BLOCK ALL SHEAR WALL SHEATHING JOINTS <br />Lower portion regd (Total Reqd Vent Area - Upper Portion): <br />562.32 SI <br />4 NAILING PATTERNS BASE ON P-NAIL CRITERIA PROVIDED NFA VENTILATION - UPPER <br />= BEAM / HEADER LEGEND <br />5 CONFIRM DIAMETER OF HOLD DOWN A.B. W/ <br />( 3) 6 Ft. Tamco Off -Ridge Vents x 210 SI/vent = <br />630 Si <br />TAG SIZE <br />DESCRIPTION <br />STRAP MFR PROVIDED NFA VENTILATION - LOWER <br />MFR: Hardie Model: Perforated Cement Board <br />H-1 (2) 2x12 <br />#2 SYP W/ 7/16" FLITCH PLATE <br />Total soffit material to he used: <br />138 LF <br />B-1 (2) 2x12 <br />#2 SYP W/ 7/16" FLITCH PLATE <br />NFA of soffit material per LF: <br />5.0 I LF <br />B-2 (2) 1 3/4" <br />x 11 7/8" LVL <br />Total provided: <br />690 SI <br />B-3 (2)1 3/4" <br />x 16" LVL <br />BEAM / HEADER SUPPORT SCHEDULE <br />E <br />10 <br />09 <br />08 <br />JACK STUDS KING STUDS <br />HEADER SIZE <br />PER SIDE PER SIDE REMARKS <br />07 <br />04 <br />16 <br />NOTE: ANY HEADER EQUAL TO OR <br />\_ <br />GREATER THAN THAN THE QUICK -TIE <br />SPACING SHALL BE INSTALLED AS <br />SHOWN IN THIS DETAIL. <br />1 91-9 � =W <br />I I <br />DCD DI AM I ! <br />1 1 /2"= V-0" <br />UP TO 4'-0" 1 1 UNO <br />4'-1" TO 8'-0" 2 2 UNO <br />> 8'-1" 3 3 UNO <br />**MAINTAIN NUMBER OF VERTICAL MEMBERS FROM TOP <br />LEVEL TO FOUNDATION <br />2 <br />------------7 <br />2 1 2 <br />12 / 2 <br />I � / <br />�l r� <br />I I I <br />i I I <br />I I I <br />2 2 2 1r 2 <br />I I I I <br />I I I ! <br />! I I ! <br />I I I ! <br />/J 1. <br />I ! <br />2 ,^, 2 , <br />2 1 \ 2 <br />G------------, <br />d 2 c° <br />PANEL EDGES PANEL FIELD <br />0 8d NAILS@ 8" OC 8d NAILS @ 8" OC <br />Q 8d NAILS @ 6" OC 8d NAILS @ 6" OC <br />(D 8d NAILS @ 4" OC 8d NAILS @ 4" OC <br />NOTE: USE 10d RINGS SHANK NAILS IN ZONE 3 IF <br />MEAN ROOM HEIGHT IS GREATER THAN 25' <br />Roof Fastening Zone Plan <br />Typ. <br />1 /16"=1'-0" <br />0 ROOF DESIGN FACTORS <br />= <br />SHEET NOTES <br />ROOF SLOPE = 270<RS<450 <br />A <br />REFER TO SHEET Al9.41 FOR GENERAL NOTES <br />L = 28.5 FT <br />B = 24.0 FT <br />B <br />REFER TO SHEET A19.43 FOR CONSTRUCTION <br />EAVE = 10.0 FT <br />ASSEMBLIES <br />MEDIAN ROOF HGT = 14.2 FT <br />END ZONE STRIP = 3.0 FT <br />C <br />ROOF SLOPE TO BE 7:12, UNO <br />VELOCITY PRESSURE = 36.25 PSF <br />® <br />KEY NOTES <br />ROOF ZONE WIND PRESSURE <br />01 <br />PREFAB WD. ROOF TRUSSES @ MAX 24" OC <br />ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES <br />_ _ _ <br />02 <br />22"x36" ATTIC ACCESS PANEL, CONTRACTOR TO <br />10 1.0 <br />20.3 <br />-32:3 <br />COORDINATE LOCATION <br />20 1.0 <br />18.5 <br />-31.4 <br />ZONE 1 50 1.0 <br />100 1.0 <br />16.1 <br />14.3 <br />-30.2 <br />-29.3 <br />03 <br />2x PT SILL PLATE Wl 1/2"1 ANCHOR BOLTS @ 16" OC <br />> 100 1.0 <br />14.3 <br />-29.3 <br />- <br />04 <br />JACK STUDS & KING STUDS PER SCHEDULE FOR <br />10 1.0 <br />20.3 <br />-56.2 <br />BEARING @ EACH END OF HEADERS <br />20 1.0 <br />18.5 <br />-51.7 <br />ZONE 2 50 1.0 <br />16.1 <br />-45.7 <br />05 <br />ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. <br />100 1.0 <br />14.3 <br />-41.2 <br />COLOR TO BE SELECTED BY OWNER. COORDINATE <br />> 100 1.0 <br />14.3 <br />-41.2 <br />LOCATIONS WITH ROOF PLAN AND SITE CONDITIONS. <br />10 1.0 <br />20.3 <br />-83.1 <br />20 1.0 <br />18.5 <br />-77.7 <br />06 <br />(2) SIMPSON H5 @ EACH TRUSS, (1) MTS12+(1) H5 @ <br />ZONE 3 50 1.0 <br />16.1 <br />-70.5 <br />GIRDER TRUSSES (UNLESS OTHERWISE NOTED) <br />100 1.0 <br />14.3 <br />-65.1 <br />> 100 1.0 <br />14.3 <br />-65.1 <br />07 <br />MSTA24 @ EACH END <br />08 <br />SIMPSON LS12 @ 24" OC <br />ROOF OVERHANG WIND PRESSURE <br />ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+/-) <br />09 <br />CRIPPLE STUDS @ 16" OC <br />10 1.0 <br />-65.7 <br />10 <br />SIMPSON LS12 @ EACH END <br />20 1.0 <br />-65.7 <br />ZONE 2 50 1.0 <br />-65.7 <br />11 <br />TERMITE SHIELD: CONT GLAV METAL TYP <br />100 1.0 <br />-65.7 <br />> 100 1.0 <br />-65.7 <br />12 <br />SIMPSON H5 @ 3 CORNERS <br />10 1.0 <br />-110.6 <br />20 1.0 <br />_gg g <br />13 <br />DOUBLE TOP PLATE, TYP <br />ZONE 3 50 1.0 <br />-85.5 <br />100 1.0 <br />-74.7 <br />14 <br />SIMPSON HETA16 @ BASE, HTS20 @ TOP TO TRUSS <br />> 100 1.0 <br />-74.7 <br />15 <br />1/2" 0 A.B. @ 7" MIN EMBEDMENT TYP <br />WALL OPENING PRESSURE <br />16 <br />SIMPSON HTT16 @ BEAM ENDS W/ 1/2"X10" A.B. TYP <br />ZONE AREA (SQ FT) COEFFICIENT DESIGN <br />PRESSURES (+/-) <br />--- <br />17 <br />BEAM OR HEADER PER SCHEDULE ON FRAMING PLAN <br />10 1.0 <br />35.3 <br />-38.2 <br />20 1.0 <br />33.7 <br />-36.7 <br />18 <br />FIBER CEMENT TRIM BOARD, WIDTH AS INDICATED <br />I ZONE 4 50 1.0 <br />31.6 <br />-34.6 <br />100 1.0 <br />30.0 <br />-33.0 <br />19 <br />FOUNDATION PER STRUCTURAL DRAWINGS <br />> 100 1.0 <br />30.0 <br />-33.0 <br />10 1.0 <br />35.3 <br />-47.2 <br />20 <br />2x BLOCKING (P.T. WHEN USED ON EXT.) <br />I 20 1.0 <br />33.7 <br />-44.0 <br />ZONE 5 50 1.0 <br />31.6 <br />-39.8 ! <br />21 <br />CONTINUOUS ALUM CLAD 2x8 FASCIA WITH ALUM, <br />100 1.0 <br />30.0 <br />-36.7 <br />DRIP EDGE, FASCIA TO BE PLUMB CUT, COLOR TO BE <br />> 100 1.0 <br />30.0 <br />-36.7 <br />SELECTED BY OWNER <br />*IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR <br />USE <br />22 <br />CONTINUOUS PERFORATED FIBER CEMENT SOFFIT <br />PRESSURES ASSOCIATED WITH SMALLER AREA <br />AT EAVE OVERHANG WITH INSECT SCREEN <br />23 <br />FIBER CEMENT PANEL <br />STRAPPING SCHEDULE <br />UPLIFT REQ CONNECTOR <br />24 <br />OFF -RIDGE VENT W/ INSECT SCREEN AS LISTED TO <br />MODEL NO. <br />MAX LOAD <br />MEET CODE <br />0-720 LBS (1) LTS12 <br />720 LBS <br />720-1000 LBS (1) MTS12 <br />1000 LBS <br />25 <br />SEALANT <br />1000-1455 LBS (1) MTS12 + (1) H5 <br />1455 LBS <br />1455-2000 LBS (2) MTS12 <br />2000 LBS <br />26 <br />31/2"x 31/2" PSL COLUMN <br />2000-2455 LBS (2) MTS18 + (1) H5 <br />2455 LBS <br />SINGLE -PLY GIRDER (1) HTS20 <br />1450 LBS <br />27 <br />31/2"x 51/2" PSL COLUMN <br />DOUBLE -PLY GIRDER (2) HTS20 <br />2900 LBS <br />LEGEND <br />® DESIGN CRITERIA PER CODE (MINIMUM) <br />_ HEADER OR BEAM <br />BASIC WIND VELOCITY <br />= <br />11 O MPH <br />_. _ _ _- WALLS BELOW <br />IMPORTANCE FACTOR <br />= <br />0.77 <br />C1__3D DOWNSPOUTS <br />EXPOSURE CATEGORY <br />= <br />B <br />INT PRESSURE COEFFICIENT <br />= <br />0.18 <br />_ <br />r:z 7 <br />1 <br />I><\ I ATTIC ACCESS PANEL <br />® DESIGN CRITERIA FOR PROJECT <br />L--___-�,� <br />BASIC WIND VELOCITY <br />= <br />140 MPH <br />IMPORTANCE FACTOR <br />= <br />1.0 <br />EXPOSURE CATEGORY <br />= <br />B <br />INT PRESSURE COEFFICIENT <br />= <br />0.18 <br />ROOF TRUSS LOADING <br />TCLL = 20 <br />TCDL = 15 <br />BCLL- <br />BCDL = 10 <br />TOTAL = 45 <br />USI = --- <br />SPACING = 24" OC <br />AL <br />=lil=llf �pMcL <br />en <br />q=sit= ^,,�,/ ENGINEERING <br />GROUP <br />FL CofA #7992 <br />5728 Major Blvd., Suite 603, Orlando, FL 32819 <br />Tel. (407) 354-5411 Fax (407) 354-3466 <br />Web Site: www.mgmclaren.com <br />aFORUMN <br />t <br />0 <br />N ARCHITECTURE & <br />L INTERIOR DESIGN, INC. <br />N PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />0 <br />0 <br />0 745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />06 fax: 407.830.4143 <br />AA0002731 <br />u www.forumarchitecture.com <br />Fort King <br />Colony <br />Apartments <br />U <br />0 <br />E City of Zephyrhills, FL <br />`0 <br />0 <br />c <br />0 <br />In <br />0 <br />I EDITED BY: <br />SET DISTRIBUTIONS: <br />AS, JT <br />U <br />? PROJECT NO. 10-2651 <br />z <br />w <br />Garage <br />R Roof Framing Plan <br />w <br />z Schedules & Details <br />w <br />�/ t d <br />....N.... S19.46 <br />MR10 .• <br />0 <br />F. <br />,`Q�1i�li. 4 u. <br />1 "= 1 '-0" <br />1 /4"=1'-0" <br />