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HomeMy WebLinkAbout401 Palmetto Ave (A) 13-923FRONT ELEVRTICIN SCALE 1/4" — 1/-0// 0) 23'-4" FLOOR PLAN SCALE I/d-// = 1/-0// — C) 700 � Q FT GARAGE REAR FLEVATI[IN SCALE 1/4' = 1'-0' RIGHT' ELEVATION SCALE 1/4// — 1/-0// EXISTING SIDEWALK 6(:),0/ EXISTING DRIVEWAY PALMETTO AVENUE EXISTING SIDEWALK 12 VL05 Ap T5 vT 0 s, 4JOG p'Ar _ ._ _ice TRUSS LAYOUT ON BLACK DIAMOND 7-- GARAGE 22/4 X 29/ 21-011[21—O'l -------------------------------------------------- 4/-0// 8070 OVERHEAD DOOR 8070 OVERHEAD DOOR FLOOR PLAN SCALE I/d-// = 1/-0// — C) 700 � Q FT GARAGE REAR FLEVATI[IN SCALE 1/4' = 1'-0' RIGHT' ELEVATION SCALE 1/4// — 1/-0// EXISTING SIDEWALK 6(:),0/ EXISTING DRIVEWAY PALMETTO AVENUE EXISTING SIDEWALK 12 VL05 Ap T5 vT 0 s, 4JOG p'Ar LEFT ELEVATION SCALE 1/4// = 11-0d EDWARD F- SHINSKIE 4707 WILD TURKEY RD MIMS, FLORIDA 32754 PE #47515 4 1 _ ._ _ice ��� 7-- 21-011[21—O'l 4/-0// HARDT Pl ANK SIDING LEFT ELEVATION SCALE 1/4// = 11-0d EDWARD F- SHINSKIE 4707 WILD TURKEY RD MIMS, FLORIDA 32754 PE #47515 4 1 w J m Q 0 0 I 0 RIDGE ROOF ASSEMBLY/NAILING DETAIL 23'-4" ie°xzo° coNc FoorER W/ 2 #5 REBAk CANT 4" CCJNC SLAB W/ FIBERMESH OVER 6 MIL VAPOR BARRIER LIVER COMPACTED FILL 23'-4" F-❑UNDATI❑N PLAN SCALE 1/4" = 1'-0" ,4-o, ROOF ASSEMBLY DETAILS SHEATHING TYPE & FASTENING 5/8" C -D PLYWOOD OR 9/16" OSB SHEATHING W/8d RING SHANK NAILS ® 6"O.C. ON EDGES AND FIRST FOUR FEET OF ROOF SHEATHING FROM ALL EDGES, AND 6" O.C. @ SHEATHING INTERIOR FELT PAPER TYPE AND FASTENING 15# FELT OVER SHEATHING W/ 7/8" CAPPED ROOFING NAILS @ 12" O.C. SHINGLE TYPE & FASTENING Lu COMPOSITION SHINGLES W/ (6) 1 1/4" ELECTRO J Q GALV. ROOFING NAILS 0 EA. SHINGLE W/ FULL SHEATHING PENETRATION VENT TYPE & FASTENING GALV. RIDGE VENT W/ 1 1/4" ELECTRO GALV. ROOFING NAILS ® 4" O.C. FLASHING TYPE & FASTENING 26 GAUGE GALV. ALUMN. FLASHING W/ 1 1/4" ELECTRO GALV. ROOFING NAILS ® 4" O.C. i NOTES DESIGN STATEMENT: 24" Cantliever THIS DRAWING MEETS THE STRUCTURAL REQUIREMENTS OF A.S.C.E. 7-10 AND THE FLORIDA BUILDING CODE 2010 ROOF/MEAN HEIGHT 30' OR LESS DESIGN WIND SPEED 140 MPH, RISK CATEGORY I EXPOSURE CATEGORY B- 30' BUILDING ENCLOSED TWO SIDE WALKS COVER MINIMUM DESIGN PRESSURE FOR M.W.F.R.S. WALLS +/- 31.9 PRESENT TOTAL COVERAGE ROOF +/- 31.6 I MINIMUM DESIGN PRESSURE FOR COMPONENTS AND CLADDING WALLS (ZONE 4) +35.3, -38.2 WALLS (ZONE 5) -1-35.3, -47.2 ROOF (ZONE 1) +20.3, -32.3 ROOF (ZONE 2) +20.3, -56.2 ROOF (ZONE 3) +20.3, -83.1 TRUSS ANCHORS TO BE SIMPSON-OtM5 tiTs LD TRUSS LAYOUT SCALE 1/4" = 1'-0" .30 YR ARCHITECTUAL FIBERGLASS SHINGLES STICK DOWN UNDERLAYMENT - 5/8" CDX PLYWOOD SHEATHING 1X2 DRIP KICK ALUM DRIP EDGE----___ LET COVERAGE LOT ,CJ rEGAG- LOT SIZE 24" Cantliever SQ FT BUILDING AS PRESEN-FLY COVERS 1248 SQ FT FRONT WALK COVERS 26 SQ FT TWO SIDE WALKS COVER 24 SQ FT PRESENT TOTAL COVERAGE 1298 I FT Fi 2211 SQ u REMAINING AREA AVAILABLE TO 507 913 SQ FT I 700 I FT I II I, I I I u iI i I� i II FT MAN DOOR ENTRY 3'X4' 12 SQ FT "RIBBON DRIVES" TOTAL WIDTH 5'8"X21' 119 y i FT DEDUCT FROM AVAILABLE 913 LEAVES 2 ®ray II II III I I I II ! cn I ! Vr i I I III II i il; I I �li I li � I il! � I 'II II 1, ri 17 24" Cantliever TRUSS LAYOUT SCALE 1/4" = 1'-0" .30 YR ARCHITECTUAL FIBERGLASS SHINGLES STICK DOWN UNDERLAYMENT - 5/8" CDX PLYWOOD SHEATHING 1X2 DRIP KICK ALUM DRIP EDGE----___ LET COVERAGE LOT ,CJ rEGAG- LOT SIZE 4422 SQ FT BUILDING AS PRESEN-FLY COVERS 1248 SQ FT FRONT WALK COVERS 26 SQ FT TWO SIDE WALKS COVER 24 SQ FT PRESENT TOTAL COVERAGE 1298 SQ FT 507 COVERAGE WOULD BE 2211 SQ FT REMAINING AREA AVAILABLE TO 507 913 SQ FT GARAGE PROPOSED 234 X 30' 700 SQ FT FRONT APRON 4'X20' 80 SQ FT MAN DOOR ENTRY 3'X4' 12 SQ FT "RIBBON DRIVES" TOTAL WIDTH 5'8"X21' 119 SQ FT DEDUCT FROM AVAILABLE 913 LEAVES 2 SQ FT 'l2 6 F PRE MFG HOWE TRUSSES C- 19.2" O.C. 3/4' T&G GLUED & NAILED HURRICANE CLIPS (SEE NOTES) 2- 2"x6" PLATE IX8 HARDI BOARD FASCIA HARDI BOARD 2-2'X12° HEADER @ OPENINGS SOFFIT 4 -0 I SINGLE HUNG ALUMINUM WINDOW 5/8' CDX PLYWOOD SHEATHING 1-1 HARDI PLANK SIDING GRADE — 2-#5 REBAR CONT. 2'X6' SPRUCE STUDS @ 16' O.C. 1/2' J DOLT FROM FOOTER THRU TOP PLATE R 4=-0' ❑,C, �'Q:t�'}� ;� CS 2'X6N SILL (PT) W/ FOAM SEAL TO CONIC 4' CONCRETE SLAB W/ FIBERMESH 1dr i Xr. VAPOR BARRIER_] FILL O I a TERMITE TREAT SOIL T❑ A POINT 3'-0" BEYOND BUILDING LINE TYPICAL SLCTI❑N SCALE 1/2' = V-0° EDWARD rq_ SH110 I 4707 WILD TUjgKS SID) MIMS, F-LOR(UX 327534 PE ##47515 WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AV❑ID MISTAKES, THE CONTRACI"❑R ON THE JOB MUST VERIFY ALL DIMENSI❑NS AND OTHER DETAILS AND BE RESPONSIBLE FOR SAME, N Z WALL SHEATHING NAILING TO BE 8D R 6" ❑,C, 'THROUGHOUT F. 0 01 01 u FRONT ELEVATION SCALE 1/4" = 1'-0" 23'-4" �r I o � C I � 0 c� S� 23'-4" FLOOR PLAN SCALE 1/4" = 1'-0" msza 700 Q FT GARAGE 1"X4" F BOARD ,RDI RIM 1"X6" HARDI BOARD SOF-F-IT 1 " BE REAR ELEVRTI❑N SCALE 1/4" = 1'-0" RDI RIM .. 1 III V I <L W H u z H H X W PALMETTO AVENUE RIGHT ELEVATION SCALE 1/4" = 1'-0" FEET ELEVATION SCALE -1/4" = 1'-0" TRUSS LAYOUT ON BLACK DIAMOND C GARAGE 22'4 X 29' S� �o 8070 OVERHEAD DOOR 8070 OVERHEAD DOOR FLOOR PLAN SCALE 1/4" = 1'-0" msza 700 Q FT GARAGE 1"X4" F BOARD ,RDI RIM 1"X6" HARDI BOARD SOF-F-IT 1 " BE REAR ELEVRTI❑N SCALE 1/4" = 1'-0" RDI RIM .. 1 III V I <L W H u z H H X W PALMETTO AVENUE RIGHT ELEVATION SCALE 1/4" = 1'-0" FEET ELEVATION SCALE -1/4" = 1'-0" 0 I 0 C0 RIDGE ROOF ASSEMBLY/NAILING DETAIL 23'-4" 18°X20" CNC FOOTER W/ 2 #5 REBAR CONT 4" CONC SLAB W/ FIBERMESH AVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL 23'-4" FOUNDATION PLAN SCALE 1/4" - 1'-0" '--0" ROOF ASSEMBLY DETAILS SHEATHING TYPE & FASTENING 5/8" C—D PLYWOOD OR 9/16" OSB SHEATHING W/8d RING SHANK NAILS @ 6"O.C. ON EDGES AND FIRST FOUR FEET OF ROOF SHEATHING FROM ALL EDGES, AND 6" O.C. O SHEATHING INTERIOR FELT PAPER TYPE AND FASTENING 15# FELT OVER SHEATHING W/ 7/8" CAPPED ROOFING NAILS Q 12" O.C. SHINGLE TYPE & FASTENING Li COMPOSITION SHINGLES W/ (6) 1 1/4" ELECTRO J C.0 GALV. ROOFING NAILS © EA. SHINGLE W/ FULL U SHEATHING PENETRATION VENT TYPE & FASTENING GALV. RIDGE VENT W/ 1 1/4" ELECTRO GALV, ROOFING NAILS 0 4" O.C. FLASHING TYPE & FASTENING 26 GAUGE GALV. ALUMN. FLASHING W/ 1 1/4" ELECTRO GALV. ROOFING NAILS @ 4" O.C. 0 I 0 NOTES DESIGN STATEMENT: SO THIS DRAWING MEETS THE STRUCTURAL REQUIREMENTS OF A.S.C.E. 7-10 AND THE FLORIDA BUILDING CODE 2010 ROOF/MEAN HEIGHT 30' OR LESS DESIGN WIND SPEED 140 MPH, RISK CATEGORY I EXPOSURE CATEGORY B- 30' BUILDING ENCLOSED 12 MINIMUM DESIGN PRESSURE FOR M.W.F.R.S. WALLS +/- 31.9 SO ROOF +/- 31.6 2 MINIMUM DESIGN PRESSURE FOR COMPONENTS AND CLADDING WALLS (ZONE 4) +35.3, -38.2 WALLS (ZONE 5) +35.3, -47.2 ROOF (ZONE 1) +20.3, -32.3 ROOF (ZONE 2) +20.3, -56.2 ROOF (ZONE 3) +20.3, -83.1 TRUSS ANCHORS TO BE SIMPSON H2.5 24" Cantliever II I� Linhit Stora Iqa ----------------- --- ------------ -- 24" Cantliever TRUSS LAYOUT SCALE 1/4" = 1'-0" LOT COVERAGE LOT SIZE BUILDING AS PRESENTLY COVERS FRONT WALK COVERS TWO SIDE WALKS COVER PRESENT TOTAL COVERAGE 507 COVERAGE WOULD BE REMAINING AREA AVAILABLE TO 507 GARAGE PROPOSED 23'4 X 30' FRONT APRON 4'X20' MAN DOOR ENTRY 3'X4' "RIBBON DRIVES" TOTAL WIDTH 5'8"X21' DEDUCT FROM AVAILABLE 913 LEAVES 12 6 30 YR ARCHITECTUAL FIBERGLASS SHINGLES STICK DOWN UNDERLAYMENT - 5/8" CDX PLYWOOD SHEATHING 1X2 DRIP KICK ALUM DRIP EDGE 1X6 HARDI BOARD FASCIA HARDI BOARD SOFFIT PRE MFG, HOWE TRUSSES 2 19.2" O.C. 3/4' T&G GLUED & NAILED HURRICANE CLIPS (SEE NOTES) 2- 2"x6" PLATE 2-2"XI2" HEADER R OPENINGS SINGLE HUNG ALUMINUM WINDOW 2'X6' SPRUCE STUDS 2 16' O.C. a 5/8" CDX PLYWOOD SHEATHING 1/2' J BOLT FROM F❑❑TER THRU TOP PLATE 2 4'-0" O.C. HARDI PLANK SIDING 2"X6' SILL (PT) W/ FOAM SEAL TO CONC CONCRETE SLAB W/ FIBERMESH GRADE = VAPOR BARRIER 2-#5 REBAR CONT, COMPACTED FILL—J TERMITE TREAT S❑IL TO A P❑INT 3'-0" BEYOND BUILDING LINE 4422 SO FT 1248 SO ET 26 SCS ET 24 SCS FT 1298 SO FT 2211 SO FT 913 SO FT 700 SO FT 80 SO FT 12 SO FT 119 SO FT 2 SO FT WALL SHEATHING NAILING TO BE 8D 2 6" O.C. THROUGHOUT PIT ...�. 3C.- TYPICAL_ SECTI❑N SCALE 1/2" = V-0" f 1 WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE CONTRACTOR ON THE JOB MUST VERIFY ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR SAME ,� .w ,A ,W ,w