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HomeMy WebLinkAboutbuilding plans (2)a 00q ' OD ill JURISDICTION--ST. LUCIE COUNTY, FLORIDA OCCUPANCY CLASS-- RESIDENTIAL R-3 TYPE OF CONSTRUCTION --V FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2017 FLORIDA BUILDING CODE 6TH EDITION ASCE 7-10 , NEC 2014 EXPOSURE: C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT- 19 FT IMPORTANCE FACTOR: 1.0 WIND VELOCITY: Vult=175 Vasd=105 qh=56.57 psf Kh=.85 Kzt=1.0 Gcpi=.18+/- GCpf=1.0+, 1.4- P=0.6w ROOF MATERIAL: METAL ROOF PER PRODUCT APPROVAL ROOF DEAD LOAD: 30 PSF ROOF LIVE LOAD 25 PSF SOIL BEARING CAPACITY: 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS : YES IMPACT PROTECTION: PER PRODUCT APPROVAL -- WINDOWS AND DOORS IMPACT RATED INTERNAL COEFFIECIENT: 0.18 RISK CATAGORY : II END ZONE WIDTH FOR 3OFT L BUILDING: 3 FT COMPONENTS AND CLADDING DESIGN WIND PRESSUREWALL ROOF ZQUE Leeward Windward LeewardANindward TRIBUT.AREA 10sf 1 —36.7 +23.1 ROOF PERIMETER 2 —63.8 +23.1 ROOF CORNER 3 —63.8 +23.1 WALL INFIELD 4 —43.4 +40.1 WALL CORNER 5 —53.6 +40.1 DESIGN PRESSURES FOR OPENINGS (IN PSF): WITHIN 3FT FROM CORNERS --SEE ELEVEATIONS GREATER THAN 3 FT FROM CORNERS: SEE ELEVS. GARAGE DOOR NOT APPLICABLE INSULATION: FLOOR NOT APPLICABLE WALLS R 4.1 MIN OR WALLS R13 0 6" FRAME EXTERIOR ROOF R 20 ICYNENE' ROOF NAILING PATTERN IF REQUIRED 1. 8 D RING SHANK NAILS AT 4" EDGE AND 6" FIELD GRADE PL 4" ,PLC. AND 6" WINnnW ANTI nnnR SCHFni11 F ANK NAILS 0 C, I U: 1. R91-9" 13'-8" 33'-0" 15'-6" 2'-6" 14'-9" 10'-3" 1 A 5'-6" D 4 9 GRESS©W 2 I I 13'-01, 6'-0" -0" GJ o W62 FAMILY CID 1 BED ROOM 19 9'-4" FT CEILING N W O 9'-4" FT CEILING j 1i l !JLIN 10 it I I REF 1 I 04 `� 10 I COVERED D3 PORCH ® FAMILY W6 9'-4" FT CEILING ROOM 2 5'-4m I 1 20'-4" I DINING o, ROOM I PAN 8'-0" 0 9'-4" FT CEILING N OFFICE LAUNDR 9-4 s' -2" ROOM ®W5 5W6 NN o 9'-4" FT CEILING EGRESS 00 D ED KITCHEN 0 0A 5'-0" Q WALK IN � CLOSET BED ROOM 9'-4" FT CEILING 0 C (;)[E] F 0� 8'-0" 5 o0 o 11 O 10'-4"® _ = 0' NN oa0 r--TF--T1 Fr 77-7 E _ q�_-�-9 =IT � IIIIIIIIII IIIIIIIIII —_- IIIII --�IIIII —_ —�$—� oLO IIIIII IIIIII IIIIII O'I1 LO W7 IIIIII 7'-8 5'-6 12'-0"- I II II II II I I II II II II I1_5 BED ROOM � I GARAGE MASTER BEDROOM t° L-1L-JJ--LL-_JL-_J © 9'-4" FT CEILING o 9'-4" FT CEILING 9'-4" FT CEILING LIVING ROOM 9'-4" FT CEILING DI 7 EGRESS W3 W3 W2© o I I G W 8 $ W 2 a" i 1 s'—s" 0 " 6-2 8-2 Q W2 1 EGRESSO * / ENTRY 11'-4" FT CEILING- -------- �O 10'-0" 14'-4" 6'-6" 36'-2" SCOPE OF WORK 1. EXISTING FOUNDATION AND CBS WALLS TO BE REUSED WITH A 16" TIE -BEAM CAP ADDED 2. NEW ROOF TRUSSES 3. NEW MECHANICAL 4. NEW ELECTRICAL 5. NEW PLUMBING 6. NEW WINDOW AND DOORS 7. INTERIOR FRAMING, DRYWALL, TRIM AND PAINT. u FIRST FLOOR PLAN SCALE 1/4 INCH AGES A/C - 2276 SQ. FT GARAGE/NON—A/C= 260 SM FT. FRONT ENTRY - 55 SO. FT REAR PORCH- 109 SO. FT POOL AREA - 0 SO. FT TOTAL SQ. FOOTAGE — 2700 SO. FEET c I RJOEVED ADVANCED DEC 47 20ty DESIGN & St. Lucie County Permitting BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.AD VAN CED—DESI GN—BUILDING. COM ARCHITECT. BERNARD JONES ARCHITECT t-7y14 DATE CLIENT: 960 GOPHER RIDGE FORT PIERCE ADDRESS: 1 ST FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT If SCALE: j INCH i �9 _LINTEL ASSEMBLY ABOVE STUCCO FINISH 17X 4 PT BUCK SET IN 1/4" -SEALANT FASTEN W/ .25" TAPCONS @ 12"O.C.(6 INCHES FROM ENDS) FLASHING DETAIL FOR WINDOWS IN MASONRY/ _PERIMETER SEALANT CONCRETE CONSTRUCTION: WINDOW PER PRODUCT APPROVA ALUMINUM FRAME, SET IN CLEAR SILICONE FASTEN W/ .25 INCH F 1.) BUCK TO SET IN 1/4 INCH DEEP BED OF SEALANT BEFORE FASTENING T� TAPCONS AT 12 " O.C. CONCRETE/MASONRY STRUCTURE —6" MAX. FROM ENDS 12.) SEAL WOODEN BUCK BY COVERING IN APPROVED AMMA LIQUID MEMBRAN -CAULKING INSIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASOR _DRYWALL BOARD I 1 X PT CORNER WRAPS IAND CONCRETE ALL FOUR SIDES( JAMBS, SILLS AND HEAD) 13.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS WINDOW HEAD DETAIL 8" X 8. CURB #5 d I I 11 16"X18' I CONTINUO�JS MONOLITI� :Z #5 U 12" MIN SOIL TO BOTTOM FOOTING CURB DETAIL AT EXTERIOR GARAGE WALL METAL ROOF PER PRODUCT APPROVAL ON 30 # BASE LAYER INSTALLED PER PRODUCT APPROVAL 2'-0" 0\ PRE ENGINEERED [" EXT. GRADE PLYWOOD W. 8 NOTED 0 ROOF TRUSSES AT D RING SHANK NAILS AT 4 " CONFIRM 1 24 INCHES ON O.C. EDGE AND 6" FIELD RETURNS CENTER CONNECTOR PER TRUSSES ALL EXTERIOR CEILINGS AND SOFFITS ARE HI -RIB LATH AND STUCCO L— 7/8 INCH HI —RIB LATH FASTENED TO TRUSSES OR STRUCTURAL MEMBERS PER ASTM C1063 VATH BENT 6D COMMON NAILS, STANDARD ROOFING NAILS OR it BRIDGE STAPLES AT 4'O.C. NT AR PORCH DETAIL SECTION Procfuct Approval Submitta Affi vit Wind Speed: 170 ule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: ct Model # Manufacturer Glass Attachment Method Type, Building Design Proc Description Size, Spacing, & Embedment Pressure FIBERGLASS THERMA-TRU N/A 1/4" TC W/1-1/2" CONC. EMBED, 6" MAX FROM JAMB CORNERS +40.5/-43.9 DOOR FL* 0157.4- R3 & 14" ox. MAX. AT JAMBS, SILL, AND HEAD HOLLOW M. DOOR MASONITE N/A FOR CONCRETE INSTALLATION USE USE ELCO 1/4" TAPCONS EMBEDED 1 3/8" MIN OR 1/4 SS4 CRETE FLEX EMB. 1 3/4 MIN. +40.5/-43.9 PGT _ N/A FOR CONCRETE INSTALLATION USE USE ELCO 1/4" TAPCONS EMBEDED 1 3/8" MIN OR 1/4 SS4 CRETE FLEX EMB. 1 3/4 MIN. +40.5/-43.9 FORS GALV STEEL HASS N/A 7-5/16" X 1-5/8" LAG SCREWS W/WASHER HEADS EA TRACK BRACKET, SEE BUCK DETAIL SHT AS FOR SPACING. +34.1/-38.0 FL#16650.2 T VINYL FRAME PGT OCT. FL242 14, 2096W E +40.5/-43.9 HR5410/5510 INSULATED GLASS F ALUMINUM FRAP IE PGT LOW E +40.5/-43.9 SH800 FL239 INSULATED GLASS PACT ALUMINUM FRAME PGT FL245 LOW E INSULATED GLASS " , +40.5/-43.9 T VINYL FRAME CWS LOW E 8100-SH FL16177.1 INSULATED GLASS .-T VINYL FRAME 8100-SH CWS FL16177.1 LOW E INSULATED GLASS , +40.5/-43.9 VINYL FRAME CWS LOW E " +36.7/-38.7 (MINA E 8150 PW FL#13010.4 INSULATED GLASS ALUMINUM FRAM PGT LOW E DACT DH5560 FL14705 INSULATED GLASS +40.5/-43.9 ✓ERT VERT MULL KIT AL KID FRAME FL5777.6 STANDARD T CLIP N/A (2) 1/4" SS ELCO AGGREGATE W/2" CONC. EMBED, 9 BOTTOM & TOP 9 JAMB SPACING USE @ WINDOW @ MULL +40.5/-43.9 Attachment Method Type, Building Design Pro( Model # Manufacturer Size, Spacing, & Embedment Pressure METAL ROOFING EXTREME METAL UNDERLAYMENT: 36" W, 30# FELT, LAPPED 19", NAILED W/ APPROVED CAPPED ZONE 1 = -42.1 ZONE 4 GA SNAP MAX FL # 25621.06—R2 NAILS ALONG LAP @ MAX 36" Oc, (OR SELF ADHERING PER PRODUCT APPROVAL) ZONE 2 & 3 = -108.5 ZONE ; NO. 10 X 1.5" SCREWS @16"O.C. OR PER PRODUCT APPROVAL sd the above product approval information and and approved it. CONTRACTOR TO VERIFY AND PROVIDE E OPENING SIZES OF ALL WINDOWS AND C RD ]ONES ARCHITECT umber: AR 15193 ADVANCED DESIGN a BUILDING ARCHITECTS T GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 581-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.AD VAN CED-DESIGN-BUILDING. COM THESE DRAWINGS AND VEMSCAIMRIS AM NS 1MUMENTS OF SERVE AND ARE 1NE PROPERTY OF ROUND HLL DEVEOPMENT GROUP, INC./ Vba ADVANCED DESIGN & BIIRDNC. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSORS TS M OF IIRS PROJECT EIREPT BY MIRRITFN AGREEMENTS g WIN ROUND HLL DEVFIGES MIIC ALp. NO DEMON CHANGES S I TUNS ENT TER �- RE 70 OF THESE GRAN DRAM EDFI ARE 70 BE MADE BE OR 9WRMEM QIIRDUr OBTAINING PER NREf1EN PERMISSION FROM MO HILL ROUND HLL DEVEI.OPYENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT DATE CLIENT: ADDRESS: DETAILS Id1�iE�NP.[�I DRAWN BY: JMG CHECKED BY: BVJ PROJECT if: SCALE: j INCH D 2 COO