1850 Ocean Grove -PPI24-0002 Arch Plans_1DUVAL COUNTY COVER SHEETWINDOWS & DOORS (ENGINEERED INSTALLATION SPECIFICATIONS ASTM E108 CLASS-A FIRE RESISTANCE RATING WIND RESISTANCE MODIFIED TO 110 M.P.H., SHINGLE NAILING - PER MANUFACTURERS SPECIFICATIONS ROOF SHINGLES - ASTM D3462 & ASTM D3161 TYPE 1 ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) - 26 GAUGE ROOF UNDERLAYMENT - ASTM 4869 TYPE 1ROOFING (MATERIAL SHALL MEET THE FOLLOWING SPECIFICATIONS)······TYPE OF CONSTRUCTION:MATERIAL INFORMATION TYPE V·:STRUCTURE HEIGHT AND NUMBER OF STORIES LOT AREA (EXCLUDING WETLANDS & BODIES OF WATER)CONDITIONED SPACE SECOND FLOORCONDITIONED SPACE FIRST FLOOR· UNENCLOSED SPACE (PORCHES) MEAN ROOF HEIGHT··SQUARE FOOTAGE INFORMATION TOTAL ENCLOSED SPACEUNCONDITIONED SPACE (STORAGE) TOTAL CONDITIONED SPACE·····: NUMBER OF STORIES·:D2 ARCHITECTURAL DETAILSXRebecca A. Mullin,Owner, The Rothmoor Design Group, Inc.THESE PLANS WERE PREPARED BY:A3 ELEVATIONSA1 FLOOR PLANS & ELEC. LAYOUTSCS COVER SHEETINDEX OF DRAWINGS:A2 ELEVATIONS & ROOF LAYOUTCLADDING (END ZONE AND INTERIOR ZONE) INFORMATION SEE STRUCTURAL ENGINEERING SHEETS FOR COMPONENTS ANDPROJECT LOCATION MAP INTERNAL PRESSURE COEFFICIENT WIND EXPOSURE CATEGORY··· BASIC WIND SPEED (M.P.H. - 3-SECOND GUST) LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING CATEGORY· BUILDING IS··WIND ZONE INFORMATION:THIS BUILDING TO BE ON JOB SITE AT TIME OF INSPECTION)NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITHAND MEETS THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDABUILDING CODE 8TH EDITION (2023) BUILDING.D1 ARCHITECTURAL DETAILSSaint Johns, FL600 Rothmoor Lane904.626.449832259DRAFTING COMPANYA RESIDENTIAL DESIGN/The RothmoorDesign Group, Inc.
*STAIR NOTE:ACTUAL DIMENSIONS WILL VARY DEPENDINGON FIELD CONDITIONS, FLOOR COVERINGS,AND/OR VARIANCES IN CONSTRUCTIONMATERIAL. ACTUAL CONSTRUCTION MUSTCOMPLY W/ CH. R311.7 OF THE FLORIDABUILDING CODE 8TH ED. (2023) RESIDENTIAL.WINDOW NOTE:Windows with the lowest portion of their openings(i.e. sill) located at 6'-0" or more above adjacentexterior grade shall EITHER have their sills locatedat least 24" above the adjacent finished floor ORbe protected with a fall protection device thatcomplies with ASTM F-2090 as provided for by theFBC 8TH EDITION (2023) RESIDENTIAL. Thisapplies to ALL windows at or above the secondfloor level, and MAY apply to windows on the firstfloor level if an elevated foundation is present.ELECTRICAL NOTE:ALL APPLIANCES SHOULD BE EQUIPPED WITH A MEANSOF DISCONNECT PER FBC-R (2023) E4101.5.ELECTRICAL NOTE:ALL RECESS CAN LIGHTING TO BE CFL BULBS.ALL FOCAL LIGHTING TO USE LED BULBS. 100% HIGHEFFICACY LIGHTING TO EXCEED THE FL BUILDING CODE8TH ED. (2023) ENERGY CONSERVATION R404 REQ.32'-10"29'-4"3'-6"3'-11"3'-6"3'-9"3'-4"32'-10"12'-6"
21'-0"3'-6"25'-4"29'-4"19'-0"2'-0"
21'-0"
2'-6"
19'-0"2'-0"
21'-0"1'-8 1/2"16'-1 1/2"1'-0"1'-0"8'-1 1/2"1'-4 1/2"18'-10"10'-6"29'-4"8'-6"3'-6"4'-0"3'-10"4'-0"29'-4"8'-10"3'-6"3'-7"3'-1"4'-8"3'-6"3'-6"3'-0"8"2"
7'-0"
4'-0"3'-0"14'-0"2'-4"3'-4"2'-6"
2'-4"2'-4"
3'-0"
5'-3"5'-3"3'-6"
3'-6"19'-0"2'-0"21'-0"Saint Johns, FL600 Rothmoor Lane904.626.449832259DRAFTING COMPANYA RESIDENTIAL DESIGN/The RothmoorDesign Group, Inc.
17'-4"2'-0"22'-1 3/4"APPROX. HGT. OF STRUCTURE20'-8"APPROX. MEAN ROOF HGT.Saint Johns, FL600 Rothmoor Lane904.626.449832259DRAFTING COMPANYA RESIDENTIAL DESIGN/The RothmoorDesign Group, Inc.
450 sr13 NorthSaint Johns, FL32259Suite 106-102904.626.4498Design Group, Inc.The RothmoorA RESIDENTIAL DESIGN/DRAFTING COMPANY1"
450 sr13 NorthSaint Johns, FL32259Suite 106-102904.626.4498Design Group, Inc.The RothmoorA RESIDENTIAL DESIGN/DRAFTING COMPANYFBC- 8th ED. -2023-R