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SHEAR WALL SCHEDULE <br />ROOF DESIGN FACTORS SHEET NOTES <br />����• eua®_r <br />SIN <br />00 <br />u <br />0 <br />U) <br />M <br />n <br />M <br />N <br />N <br />M <br />0 <br />0 <br />N <br />ti <br />N <br />C <br />0 <br />a <br />0 <br />Soffit Section <br />1x8 <br />0'-0" <br />Column Section <br />SHEAR <br />FRAMING <br />EXTERIOR SHEATHING <br />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 />7/16" O.S.B. (TYP.) <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />1/2" DIA. W/2" <br />SIMPSON <br />SW-1 <br />2x6 @ 16" O.C. <br />(2) - 2x6 <br />15/32" P.T. PLYWOOD <br />8d @ 4" O.C. <br />8d @ 8" O.C. <br />5/8" GYPSUM <br />HEAD <br />HEAD <br />WASHER @ 32" O.C., <br />HDU5-SDS2.5 OR <br />@ BOTTOM COURSES <br />WALLBOARD <br />SCREWS @ 4" <br />SCREWS @ 4" <br />TYP. <br />HTT4 <br />4 <br />4 <br />S <br />O.C. <br />O.C. <br />z <br />s <br />ROOF SLOPE = 270<RS<450 A REFER TO SHEET Al9,41 FOR GENERAL NOTES <br />L = 28.5 FT <br />B = 24.0 FT B REFER TO SHEET A19.43 FOR CONSTRUCTION <br />EAVE = 10.0 FT ASSEMBLIES <br />MEDIAN ROOF HGT = 14.2 FT <br />END ZONE STRIP = 3.0 FT C ROOF SLOPE TO BE 7:12, UNO <br />VELOCITY PRESSURE = 36.25 PSF <br />KEY NOTES <br />SHEAR WALL NOTES BUILDING TYPE: GA ATTIC SPACE: A BEAM / HEADER ANCHORAGE ROOF ZONE WIND PRESSURE 01 PREFAB WD. ROOF TRUSSES @ MAX 24" OC <br />REQUIRED NFA VENTILATION <br />1 SIMPSON MAS MUDSILL ANCHOR AT 16 OC MAY <br />Attic area (Including Soffit): <br />BE USED IN PLACE OF A.B. <br />NFA regd (Attic Area 1150): <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 />Upper portion regtl (Total Regtl Vent Area X 50%): <br />18" OC MAY BE USED IN PLACE OF A.B. <br />Lower portion reqd (Total Reqd Vent Area - Upper Portion): <br />3 BLOCK ALL SHEAR WALL SHEATHING JOINTS <br />PROVIDED NFA VENTILATION - UPPER <br />4 NAILING PATTERNS BASE ON P-NAIL CRITERIA <br />( 3) 6 Ft. Tamco Off -Ridge Vents X210 Sllvent = <br />5 CONFIRM DIAMETER OF HOLD DOWN A.B. W/ <br />PROVIDED NFA VENTILATION - LOWER <br />STRAP MFR <br />MFR: Hardie Model: Perforated Cement Board <br />Total soffit material to be used: <br />NFA of soffit material per LF: <br />Total provided: <br />1x4 <br />1x4 <br />1 1 /2"=1'-0" <br />rc" Slab Edge Detail <br />1 "=1'-0" <br />6"=1'-0" <br />06 10 /_9 <br />08 <br />ZONE <br />AREA (SQ FT) <br />COEFFICIENT <br />DESIGN PRESSURES (+/-) <br />1172 <br />Sr <br />HEADER SIZE <br />HEADER TO SUPPORT STUDS <br />10 <br />1.21 <br />39.08 <br />-42.71 <br />02 <br />22"x36" ATTIC ACCESS PANEL, CONTRACTOR TO <br />7.81 <br />SF <br />UP TO 4'-0" <br />(2) SIMPSON MSTA15 ((1) ON EACH SIDE) <br />COORDINATE LOCATION <br />1124.64 <br />sl <br />4'-1" TO 8'-0" <br />(2) SIMPSON MSTI26 ((1) ON EACH SIDE) <br />20 <br />1.21 <br />37.99 <br />-40.54 <br />562.32 <br />562.32 <br />SI <br />sl <br />> 8'-1" <br />2 SIMPSON MSTI27 1 ON EACH SIDE <br />O (() ) <br />ZONE 1 <br />50 <br />100 <br />1.21 <br />1.21 <br />36.54 <br />35.45 <br />-37.63 <br />-35.45 <br />03 <br />2x PT SILL PLATE W/ 1/2"x8" ANCHOR BOLTS @ 16" OC <br />BEAM / HEADER LEGEND <br />> 100 <br />1.21 <br />35.45 <br />-35.45 <br />s3o <br />sl <br />_ .._ <br />_.. _.___ <br />04 <br />JACK STUDS & KING STUDS PER SCHEDULE FOR <br />TAG SIZE <br />DESCRIPTION <br />10 <br />1.21 <br />39.08 <br />-49.85 <br />BEARING @ EACH END OF HEADERS <br />H-1 (3) 2x12 <br />#2 SYP W/ 7/16" FLITCH PLATE <br />20 <br />1.21 <br />37.99 <br />-47.67 <br />138 <br />LF <br />B-1 (2) 2x12 <br />#2 SYP W/ 7/16" FLITCH PLATE <br />ZONE 2 <br />50 <br />1.21 <br />36.54 <br />-44.89 <br />05 <br />ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. <br />5.0 / LF <br />B-2 2 13/4" <br />x 11 7/8" LVL <br />100 <br />1.21 <br />35.45 <br />-42.71 <br />COLOR TO BE SELECTED BY OWNER. COORDINATE <br />6so <br />sl <br />B-3 (3)1 3/4" <br />x 11 7/8" LVL <br />- <br />> 100 <br />1.21 <br />35.45 <br />- .. --- ......... <br />-42 71 <br />....- - <br />LOCATIONS WITH ROOF PLAN AND SITE CONDITIONS. <br />10 <br />1.21 <br />39.08 <br />-49.85 ". <br />BEAM / HEADER SUPPORT SCHEDULE <br />20 <br />1.21 <br />37.99 <br />-47.67 <br />06 <br />(2) SIMPSON H5 @ EACH TRUSS, (1) MTS12+(1) H5 @ <br />ZONE 3 <br />50 <br />1.21 <br />36.54 <br />44.89 <br />GIRDER TRUSSES (UNLESS OTHERWISE NOTED) <br />JACK STUDS KING STUDS <br />100 <br />1.21 <br />35.45 <br />42.71 <br />HEADER SIZE <br />PER SIDE PER SIDE REMARKS <br />> 100 <br />1.21 <br />35.45 <br />-42.71 <br />07 <br />MSTA24 @ EACH END <br />07 <br />04 <br />16 <br />NOTE: ANY HEADER EQUAL TO OR <br />GREATER THAN THAN THE QUICK -TIE <br />SPACING SHALL BE INSTALLED AS <br />SHOWN IN THIS DETAIL. <br />UP TO 4'-0" 1 <br />1 UNO <br />..................... <br />........................ <br />_., ............. <br />4'-1" TO 8'-0" 2 <br />2 UNO <br />08 <br />SIMPSON LS12 @ 24" OC <br />> 8'-1" 3 <br />3 UNO <br />ROOF OVERHANG <br />WIND PRESSURE <br />**MAINTAIN NUMBER OF VERTICAL MEMBERS FROM TOP <br />ZONE AREA (SQ FT) <br />COEFFICIENT <br />DESIGN PRESSURES (+/-) <br />09 <br />CRIPPLE STUDS @ 16" OC <br />LEVEL TO FOUNDATION <br />....._ <br />10 <br />_ . ........ <br />1.21 <br />-72.36 <br />10 <br />SIMPSON LS12 @ EACH END <br />a <br />20 <br />ZONE 2 50 <br />1.21 <br />1.21 <br />-70.18 <br />-67.27 <br />11 <br />TERMITE SHIELD: CONT GLAV METAL TYP. <br />100 <br />1.21 <br />-65.09 <br />M <br />2 <br />> 100 <br />1.21 <br />-65.08 <br />12 <br />SIMPSON H5 @ 3 CORNERS <br />.._...._...._......._._.............................._..._....._....._..._......................................_.__..................._...._._........_................._............ <br />10 <br />1.21 <br />-72.36 <br />13 <br />BUILDING WRAP <br />O <br />2 �` <br />/ <br />2' <br />20 <br />1.21 <br />-70.18 <br />'� <br />2 ��' <br />2 i <br />ZONE 3 50 <br />1.21 <br />-67.28 <br />14 <br />SIMPSON HETA16 @ BASE, HTS20 @ TOP TO TRUSS <br />100 <br />1.21 <br />-65.09 <br />> 100 <br />1.21 <br />................... -65 09 <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 />23 0 2 <br />2 <br />0 2 <br />ZONE AREA ESQ FT) <br />COEFFICIENT <br />DESIGN PRESSURES <br />17 <br />SELF -ADHERING MEMBRANE <br />10 <br />1.21 <br />-72.36 <br />j <br />i <br />20 <br />1.21 <br />-70.18 <br />18 <br />FIBER CEMENT HORIZONTAL LAP SIDING: 6" <br />ZONE 2 50 1.21 -67.27 EXPOSURE <br />100 1.21 -65.09 <br />Garage Door Framing 2 2 ....... .._ 500 ........ ... 1.21 -65.08 19 FOUNDATION PER STRUCTURAL DRAWINGS <br />10 1.21 -72.36 <br />3/8"=1'-0" 1 <br />2 2 20 2x BLOCKING (P T WHEN USED ON EXT ) <br />DCD DI AAI I I <br />Column Detail <br />20 1.21 -70.18 <br />_--__ ` ZONE 3 50 1.21 -67.28 <br />2 100 1.21 -65.09 21 CONTINUOUS ALUM CLAD 2x8 FASCIA WITH ALUM, <br />500 1.21 -65.09 DRIP EDGE, FASCIA TO BE PLUMB CUT, COLOR TO BE <br />_ , *IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE SELECTED BY OWNER <br />d a - 3 -0„ PRESSURES ASSOCIATED WITH SMALLER AREA <br />22 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT <br />AT EAVE OVERHANG WITH INSECT SCREEN <br />PANEL EDGES PANEL FIELD STRAPPING SCHEDULE <br />1 UPLIFT REQ CONNECTOR 23 1X CEMENTITIOUS STARTER <br />10d NAILS @ 8" OC 10d NAILS @ 8" OC MODEL NO. MAX LOAD <br />O24 CONT SILL SEALER TYP <br />10d NAILS @ 6" OC 10d NAILS @ 6" OC 0-775 LBS (1) LTS12 775 LBS <br />O 10d NAILS @ 4" OC 10d NAILS @ 4" OC 775-1000 LBS (1) MTS12 1000 LBS 25 SEALANT <br />1000-1455 LBS (1) MTS12 + (1) H5 1455 LBS <br />NOTE: USE 10d RINGS SHANK NAILS IN ZONE 3 IF 1455-2000 LBS (2) MTS12 2000 LBS 26 51/2"x 51/2" PSL COLUMN <br />MEAN ROOM HEIGHT IS GREATER THAN 25' 2000-2455 LBS (2) MTS18 + (1) H5 2455 LBS <br />SINGLE -PLY GIRDER (1) HTS20 1450 LBS 27 51/2"x 51/2" PSL COLUMN <br />DOUBLE -PLY GIRDER (2) HTS20 2900 LBS <br />(',`�Roof Fastening Zone Plan 28 BACKER ROD W/ SEALANT <br />1 1/2"=1'-0" Typ. 1/16"=1'-0" 29 DOUBLE TOP PLATE, TYP. <br />I I <br />I I I <br />I I I <br />I I I <br />I I <br />I I I <br />I I I <br />01 21 22 M <br />0P5 <br />26 <br />Garage Roof Framina Plan <br />M <br />30 <br />BEAM OR HEADER PER SCHEDULE ON FRAMING PLAN <br />31 <br />FIBER CEMENT TRIM BOARD, WIDTH AS INDICATED <br />_ <br />__ <br />__ <br />S <br />- <br />__ <br />.... .......... <br />....................... <br />I .... ... . _ <br />I..._........... <br />f.............. ........I..................... <br />I ................. <br />I................IL..,.........,.. <br />........... . . ..... <br />32 <br />FIBER CEMENT PANEL <br />33 <br />OFF -RIDGE VENT W/ INSECT SCREEN AS LISTED TO <br />MEET CODE <br />I <br />I <br />I <br />I <br />I <br />I <br />-- <br />I <br />LEGEND <br />I <br />I: <br />I <br />I <br />I <br />I <br />I <br />I <br />/I <br />33 <br />I <br />I <br />I <br />I <br />I V <br />I I�-- <br />HEADER OR BEAM <br />IL <br />WALLS BELOW <br />_ _ <br />C1__D DOWNSPOUTS <br />I <br />I <br />I <br />I I I I II <br />1 <br />I <br />I <br />I <br />I If -- <br />- <br />DESIGN CRITERIA PER CODE (MINIMUM) <br />i ��x" i ATTIC ACCESS PANEL <br />I I I I I I 1 11N <br />I I I I I I II <br />B_ <br />27 <br />BASIC WIND VELOCITY = <br />110 MPH <br />IMPORTANCE FACTOR = <br />0.77 <br />EXPOSURE CATEGORY = <br />C <br />INT PRESSURE COEFFICIENT = <br />0.18 <br />VELOCITY PRESSURE = <br />17.23 PSF <br />DESIGN CRITERIA FOR PROJECT <br />BASIC WIND VELOCITY = <br />140 MPH <br />IMPORTANCE FACTOR = <br />1.0 <br />EXPOSURE CATEGORY = <br />C <br />INT PRESSURE COEFFICIENT = <br />0.18 <br />VELOCITY PRESSURE = <br />27.91 PSF <br />ROOF TRUSS LOADING <br />TCLL = 20 <br />TCDL = 25 <br />BCLL- <br />BCDL = 10 <br />TOTAL = 55 <br />USI - <br />1'-4" TYP SPACING = 24" OC <br />1 /4"=1'-0" <br />•fff� wren <br />ENGINEERING <br />1II�1IIII � 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 />R.F. Oleck FL PE #52514 <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />I' PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />fax: 407.830.4143 <br />AA0002731 <br />www.forumarchitecture.com <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />0 <br />N <br />C <br />0 <br />N <br />N <br />C <br />0 <br />U <br />3 <br />0 <br />a <br />C <br />c <br />Q <br />SET DISTRIBUTIONS: <br />.......................................................................................................... - <br />0 SHEET REVISIONS: <br />I EDITED BY: <br />I <br />I <br />z PROJECT NO. 09-2587 <br />