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n d Q9_ Rol FLOOR PLAN (FACES NORTH 1 /4"44' WINDOW SCHEDULE - - - - DESIGN PRESSURE AND MASONRY OPNG. I HEREBY CERTIFY THAT I HAVE REVIEWED - I SINGLE WINDOW DESIGN THIS PLAN AND FOUND IT TO BE IN -- - -- - - - -1 PRESSURE -ZONE 4 - ZONE-5 -- MASONARY/.-- COMPLIANCE WITH ASCB 7-16, & FBC 2020 WIND AREA DESIGN DESIGN PRESSURE PRESSURE FRAME OPENINGDES (7�' EDMOrn QUANTITY - _ CODE -- - WIDTH HEIGHT] - _SF -_ - - -,- - — POS NEG- POS� NEG_ WIDTHHEIGHT- _ _0 _ 22 SH TEMP/OBS 37 - 26 - 7 _ 21 2 _ -22 9 21.2 28.3 - - t 37 5M 26 - -- 1 0 2 23 S H - 24 SH 25 SH 37 - ! 37 - 38 1 /4 10- 50 5/8 13 63_ 16 -21.2- 22 9 21.2 -28.3 29 94 -32 521 21.2 28.3 29 52 -32 10�_21.2 -28.3 37 5/$ 38 1 /4 #j�P50 5M 37 5/863 _ - 4 35 SH -37 - 53118 _ 63 23 20.2 20.2 53 -22.0 -26.4 33/22 SH TEMP/OBS - - 3 35/2 SH 26 1/2t 26 1 %2 _ 38 1/4 7 63 11 21.2 —222 9- 21.2 ! -28 3 - 20.22 0 21.2 -28.3 27 1/818 1/4_ 27 1 /8 63 _ - 0 y �r 74 63 32 28 15 -30.73 20.2 -26.4 74 5/81 63 0 5H1 MULL 11 GARAGE NOTES: - INTERIOR GARAGE TO LIVING AREA SHALL BE SOLID CORE 13/8' TK. WOOD OR STEEL OR 13/8' TK. HONEYCOMB CORE STEEL DOOR 20-MINUTES FIRE -RATED PER R 302.5.1 - A/C DUCTS PENETRATING GARAGE/RESIDENCE WALL SHALL BE MIN. 26 GA. STEEL AND HAVE NO OPENINGS INTO THE GARAGE - CEILING AND WALL BETWEEN GARAGE AND RESIDENCE TO HAVE MIN. 1/2' G.B. (type X)- APPLIED TO THE GARAGE SIDE PEi� R302.6. WINDOW5 4 D00fR5 NOTE5 I- EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMAMWWDA 101/182 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURER PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING AGENCY. 2- WINDOWS AND DOORS SHALL BE ANCHORED PER MANUFACTURER SPECIFICATIONS AND AS INDICATED TO ACHIEVE SPECIFIED DESIGN PRESSURE. 3- DESIGN PRESSURE FOR WINDOW AND DOOR ASSEMBLIES SHALL BE 4&S PSF. MIN.S �k 1 3/8" MIN. SOLID WOOD DR OR 20 MIN. FIRE -RATED DOOR PER R302.5.1 OR SELF -CLOSING DOOR PER R302.1 DWELLING/GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS AND WALLS, TO BE NOT LESS THAN 1/2 09 GYPSUM BOARD OR EQ., APPLIED TO GARAGE FRAME SIDEWALLS AND CEILINGS. PER R302.6 AREA CALCULATIONS: 1567 SF — LIVING AREA 503 SF — GARAGE AREA 84 SF — PORCH AREA 2154 SF — UNDER ROOF 128 SF — LANAI AREA WALL LEGEND- BLOCK (CMU) WALL � BLOCK (CMU) SHEAR WALL 3/4" Tuff—R Insul. Hoard 3/4" Furring Strips 0 16" o.c. = 2" 1/2" dry..au MN MIS � Nam. _ FRAMEWALL INTERIOR ALL W/ 1/2" 2x4 DRYWALL EACH SIDE CONC. FILLED CELL ■ ONE (1) #5 VERTICAL DRAWING PAGE INDEX BF-50—Al — ENGINEERING NOTES BF-50—A2 — FLOOR PLAN BF-50—A3 — ELEVATIONS BF-50—A4 —FOUNDATION PLAN BF-50—A5 — ROOF PLAN BF-50—A6 — ELECTRICAL PLAN S1 — WALL SECTION & DETAILS S2 — SECTIONS & DETAILS S3 — ROOF NAILING & BRACING PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 9909 Wallaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gmail.com * : rf?608 _ :f STATE OF ;'Z. Plans By: Larry deMontmollin 90 county curb Tan Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-21 DRAWN BY: L.E.D. RBVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 3855013th. ST. Zephyrhills, Florida 33542 CONTRACTOR: BUITBRFIBLD INVESTMENTS, LLC. HOUSE PW, FLOOR Pr DWG. BF-50-A2 REV. 0