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A O, Oq <br />FLOOR PLAN - FACES NORTH <br />1 /4"=1'-0" <br />WINDOW SCHEDULE <br />DESIGN PRESSURE AND MASONRY OPNG. <br />PRESSURE <br />ZONE 4. 5 <br />- -1 <br />-- <br />---.-.- <br />HEIGHT <br />------� <br />WIND <br />AREA <br />SF <br />DESIGN <br />PRESSURE <br />--ZONE - <br />DESIGN <br />PRESSURE <br />NTIIY <br />WIDTH <br />POS <br />NEG <br />POS <br />I NEG <br />0 <br />-_ _CODE _ <br />22 SH. TEMP/OBS <br />37 <br />26 <br />7 <br />2-1_,2_ <br />-22.9 <br />21.2 <br />-28.3 <br />. <br />1 <br />23 SH <br />37 <br />38 1/4 <br />10 <br />21.2 <br />1-22.9 <br />-21.2 <br />1-28.3 <br />0 <br />24 SH <br />50 5/8 <br />13 <br />29.94 <br />1 -32.52 <br />21.2 <br />-28.3 <br />2 <br />25 SH <br />_37 _ <br />37 <br />63 <br />16 <br />29.52 <br />I -32.10 <br />21.2 <br />-28.3 <br />4 <br />_ <br />35 SH <br />53 1/8 <br />63 <br />23 <br />20.2 <br />1 -22.0 <br />20.2 <br />-26.4 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN <br />somw i = . _ COMPLIANCE WITH ASCE 7-16, & FBC 2020 <br />FRAME (7th. EDITION). <br />1PENING <br />TH i HEIGHT <br />37 518 <br />37 5/8 <br />37 5/8 <br />38 1 /4 <br />63 <br />3 33/22 SH I LMN/Vt35 1 26 1/21 38 1/4' 7 1 21.2 -22.9 21.2 -28.3 27 1/81 38 1/4 <br />0 35/2 SH 126 1/2t 611 20.2 -22.0 21.2 -28.3 27 1/81 63 <br />0 ��2) 25-SH _ _ --_-- _ 74 -- - 63 32 1 28.15 -30.73 20.2--_ -26.4 74 5/8 _ 63 __-- <br />- --- - - - -- -------- --- --- --- - -.-.-_ _ . --- <br />0 T5H1 MULL .------ <br />GARAGE NOTES- <br />- INTERIOR GARAGE TO LIVING AREA SHALL BE <br />50LID CORE 13/6" TK WOOD OR STEEL <br />OR 13/S" TK. HONEYCOMB CARE STEEL DOOR <br />20-MINUTES FIRE -RATED <br />PER R 302.S,1 <br />- A/C DUCTS PENETRATING GARAGE/RESIDENCE <br />WALL SHALL BE MIN. 2(o GA. STEEL AND HAVE <br />NO OPENINGS INTO THE GARAGE <br />- CEILING AND WALL BETWEEN GARAGE AND <br />RESIDENCE TO HAVE MIN. 1/2' G.B. (type X)- <br />APPLIED TO THE GARAGE 51DE PER R302.6 <br />UJINDOWS 4 DOOfRS NOTES <br />1- EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE <br />WITH ANSI/AMMA/NWWDA 101/152 STANDARD AND BEAR AN AMMA OR WDMA LABEL <br />IDENTIFYING THE MANUFACTURER PERFORMANCE CHARACTERISTICS AND APPROVED <br />PRODUCT TESTING AGENCY. <br />2- WINDOWS AND DOORS SHALL BE ANCHORED PER MANUFACTURER SPECIFICATIONS <br />AND AS INDICATED TO ACHIEVE SPECIFIED DESIGN PRESSURE. <br />3- DESIGN PRESSURE FOR WINDOW AND DOOR ASSEMBLIES SHALL BE 48.9 PSF. MIN.S <br />�k 1 3/8" MIN. SOLID <br />WOOD DR OR 20 MIN. <br />FIRE -RATED DOOR <br />PER R302.5.1 <br />OR SELF --CLOSING <br />DOOR PER R302.1 <br />DWELLING/GARAGE SEPARATION FROM <br />THE RESIDENCE AND ATTICS AND <br />WALLS, TO BE NOT LESS THAN 1/2" <br />GYPSUM BOARD OR EQ., APPLIED TO <br />GARAGE FRAME SIDEWALLS AND <br />CEILINGS. PER - R302.6 <br />AREA CALCULATIONS: <br />1567 <br />503 <br />84 <br />SF <br />SF <br />SF <br />- LIVING AREA <br />- GARAGE AREA <br />- PORCH AREA <br />2154 <br />128 <br />SF - <br />SF <br />UNDER ROOF <br />- LANAI AREA <br />WALL LEGEND- <br />DRAWING PAGE INDEX <br />BE-52-Al <br />- ENGINEERING NOTES <br />BE-52-A2 <br />- FLOOR PLAN <br />MHERMHUMME BLOCK (CMU) WALL <br />13E-52-A3 <br />- ELEVATIONS <br />z <br />BLOCK (CMU) <br />SHEAR WALL <br />BE-52-A4 <br />- FOUNDATION PLAN <br />� <br />x <br />3/4» Tuff-R >in8ul. Boars " <br />3/4" Furring Strips 0 18" O.C.= 2 <br />B E- <br />5 2- <br />A 5 -ROOF PLAN <br />1/2" drywall <br />BE-52-A6 <br />- ELECTRICAL PLAN <br />S1 <br />- WALL SECTION & DETAILS <br />- FRAME INTERIOR WALL <br />2x4 WALL W/ 1/2" <br />S2 <br />- SECTIONS &DETAILS <br />DRYWALL EACH SIDE <br />S3 <br />- ROOF NAILING & BRACING <br />CONC. FILLED CELL <br />■ ONE (1) #5 VERTICAL <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER:- 53608 <br />9909 Wallaston Drive <br />Dade City, Fl. 33525 <br />Ph. 813-469-2289 <br />Email: dwsflpeg@gmail.com <br />fr.mcF� <br />a®" �nVA, ts� <br />j{ � aee O`er <br />1 Y <br />®® <br />e 1� ® - <br />5,36011) p <br />O <br />/4, � NA � I � :%� <br />Plans By: <br />Larry deMontmollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 02-15-21 <br />DRAWN BY: L.E.D. <br />REVISION: <br />RO 1 <br />RO 2 <br />RO 3 <br />RO 4 <br />DATE: <br />PROJECT ADDRESS: <br />3855213th. ST. <br />Zephyrhills, Florida 33542 <br />CONTRACTOR: <br />BUITERFIELD INVESTMENTS, LLC, <br />HOUSE PLAN <br />FLOOR PLAN <br />