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GENERAL LUMBER NOTES: <br />ALL LUMBER TO BE SOUTHERN YELLOW PINE #2 <br />WITH MAXIMUM CONTENT OF MOISTURE 19%. <br />EXTERIOR LUMBER TO BE PRESSURE TREATED. <br />STUDS MAY BE SPRUCE #2. <br />ALL WOOD IN CONTACT WITH THE GROUND AND <br />THAT SUPPORTS PERMANENT STRUCTURES <br />INTENDED FOR HUMAN OCCUPANCY SHALL BE <br />APPROVED PRESERVATIVE TREATED WOOD. <br />LIMITING HEIGHTS OF STUDS: <br />SIZE #2 GRADE <br />SPACING <br />BLOCKING <br />#OF ROWS <br />MAX. HEIGHT <br />2X4 SPRUCE FIR <br />16" <br />NONE <br />8'-0" <br />2X4 SPRUCE FIR <br />16" <br />ONE <br />10'-0" <br />2X4 SPRUCE FIR <br />16" <br />TWO <br />12'-0" <br />2X4 SPRUCE FIR <br />12" <br />THREE <br />14'-0" <br />2X4 SOUTHERN PINE <br />16" <br />THREE <br />132-4" <br />2X4 SOUTHERN PINE <br />12" <br />THREE <br />15141 <br />2X6 SPRUCE FIR <br />16" <br />NONE <br />9'-0" <br />2X6 SPRUCE FIR <br />16" <br />TWO <br />141-4" <br />2X6 SPRUCE FIR <br />12" <br />THREE <br />16'-0" <br />2X6 SOUTHERN PINE <br />16" <br />THREE <br />17'-0" <br />2X6 SOUTHERN PINE <br />12" <br />THREE <br />19'-8" <br />2X8 SPRUCE FIR <br />16" <br />THREE <br />18'-0" <br />2X8 SPRUCE FIR <br />12" <br />THREE <br />21'-0" <br />2X8 SOUTHERN PINE <br />16" <br />THREE <br />221-4" <br />2X8 SOUTHERN PINE <br />12" <br />THREE <br />24'-0" <br />This table was prepared using Windload Calculator Plus Software available from www.vAndca[cs.com <br />FlInnr and Rnnf 1_ ivp I nails <br />Attics: 20 psf w/ storage, 10 psf w/o storage <br />Habitable Attics, Bedrooms: 30 psf <br />Public Rooms & Corridors: 100 psf <br />Other Areas, Garages: 40 psf <br />Roofs: 20 psf <br />(Balcony and Deck live loads are 150% of the adjacent space served <br />Wind Design Data <br />Ultimate Wind Speed: 145 mph Nominal Wind Speed: 112 mph <br />Risk Category: 11 Wind Exposure: B <br />Enclosure Classification: Enclosed End Zone Width (a): 4.20 ft. <br />Internal Pressure Coefficient: 0.18 Roof Geometry: Hip <br />Roof Slope: 4.0 in 12 ( 18.40 ) Mean Roof Height: 15 ft. <br />(The Ultimate Wind speed was used to determine the Component and <br />Cladding design pressures.) <br />(This Building is in a Wind -Borne Debris Region, and all exterior glazed <br />openings shall be protected from wind-borne debris.) <br />Components and Cladding (Calculated Using ASCE 7-16, Chapter 30) <br />Roof Zone 1: <br />Roof Zone 2e: <br />Roof Zone 2r: <br />Roof Zone 3: <br />Overhang at Roof Zone 1: <br />Overhang at Roof Zone 2e: <br />Overhang at Roof Zone 2r: <br />Overhang at Roof Zone 3: <br />Wall Zone 4: <br />Wall Zone 5: <br />+23.2 psf max.,-52.1 psf min. <br />+23.2 psf max.,-73.2 psf min. <br />+23.2 psf max.,-67.9 psf min. <br />+23.2 psf max.,-73.2 psf min. <br />-60.5 psf min. <br />-81.5 psf min. <br />-76.3 psf min. <br />-97.4 psf min. <br />+31.1 psf max.,-33.7 psf min. <br />+31.1 psf max.,-41.7 psf min. <br />THESE CONSTRUCTION DOCUMENTS HAVE BEEN <br />PREPARED UNDER THE DIRECT SUPERVISION OF <br />PIERRE M. VALLES, P.E. (FL #66356). PIERRE M. <br />VALLES, HEREBY CERT`�I,ES1T�}B�AT�Tt ESE <br />DOCUMENTS COMP " H 44� fQ)) BA E <br />SECTIONS OF THE I $ 11D C� 2020, <br />7TH EDITION. eta .AGE E ° <br />PLANS SHALL 9EFEREn�� E IANCE WITR. 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