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Sherry Drive 225 EXIISTING RIIGF EDGE EXISTING ROOF EDGE EXISTING ROOF EDGE NORTH NEW RaF EDGE -- NEW ROOF EDGE q 1 SEE DETAIL "C" OF SHEET 12 FOR GABEL END WALL STIFFENING. WINDOW y d A(2) 2x1 D's EXISTING ROOF EDGE N ('f Z tt SEE DETAIL "A" OF S ET #2 O < U q EXISTING ROOF RIDGE H ti FJIISYtrIG ROOF RIDGE EJ((S7IrIG ROOF RLAC£ N O 0 n FOR POST SCRAPPING 4 EXISTING RGGF RIDGE EXISTIM RLIIF RIDGE EXISTDIG RAPF R(DC)w NEW ROOF RIDGE- EXISTING RI➢7F RIDGE I N N EXISTING RGGF RIDGE EXISTING ROOF RIDGE NEW WALL WITH A /� �I 1/2" PLATE HEICHT t (3) 2x12'5 TRUCTURAL RI GE .H + L x 1- EXIST] NG ROOF.O NAILETO EXISTING r SEE DETAIL "A" OF SHEET �2 $ I NJ ¢04 O p �� ING W/2 ROWS OF 10d NAILS FOR POST STRAPPING CN EXISTING ROf]F a I ;l O.C. TO RE RErnVED n, NEV ROOF RIDGE Cr N C Tt 13 RIDGE BOARD CXISTUG WALL EXISTING WALL I TO REMAIN TO REMAIN 1 AE(2) 2x10'5 — WINDOW 30" TYP. CANOPY 2 °j NEW WALL WITH A 2x6'5 AT 2x6's AT o EXISTING ROOF EDGE I3'--1 1/2" PLATE FIEUGHT L rEW ROOF EDGE 2~ 4" O.C. \ \ (2) 10'5 NEW WALL WITH A 8'-1 1/2" PLATE HEIGHT (2) 2xlO'v OR 22 2 NA2XIkO'OR R2)FLITCH ` DO RREAMS EXISTING WALL WITH 1/2' PLYWOOD PANEL)% SEE DETAIL "C' OF SHEET #2 TO DE REMOVED EExISTING ROOF 30" TYP. CANOPY FOR GABEL END WALL STIFFENING. ITO DE REMOVED - 7 NEW ROOF . PLAN NEW ROOF FRAMING PLAN EXISTING ROOF PLAN SCALEI 1/8' = 1'-0' SCALEI 1/8' = 1'-0' SCALEI 1/8' V-0' LEGEND 4' THICK FIBER MESH REINFORCED CONCRETE SLAB ON WELL COMPACTED & CHEMICALLY TREATED ® SOIL. COVER SOIL W/ 6 MIL POLY PAPER FOR EXISTING ROOF TO BE REMOVED VAPOR BARRIER BEFORE POURING SLAB. 3 NEW SLAB ELEV. TO MATCH ELEV. OF FINISH NEW ROOF W/ 4/12 PITCH FLOOR OF RESIDENCE ;rrrrttrcrrrtrrrrz,TrTrrzff = EXISTING STUD WALLS TO BE DISMANTLED - - AND REMOVED ALONG WITH EXISTING III CONCRETE FOOTINGS & SLAB ON GRADE. N z jq 6 —r I o ' (2)#4 STEEL DOWELS N I ��� co SECTION 3 L / — 1 – I FDA 0 OD �A�. 8'-1 1/2" PLATE HEIGHT cti o G� 4" THICK FIBER MESH REINFORCED CONCRETE N 3 GOA• SLAB ON WELL COMPACTED & CHEMICALLY TREATED m ¢ 1/2" PLATE HEIGHT A SOIL. COVER SOIL W/ 6 MIL. POLY PAPER FOR n lay`' VAPOR BARRIER BEFORE POURING SLAB. I_ 11'-5" #4 STEEL DOWELS (TYP) EXOPY GROUT NEW FOUNDATION PLAN o . v q SCALE, 1/8' = V-0' NEW CEILING JOIST FRAMING PLAN 4 a. SCALE, 1/8' = 1'-0' CITYO ATFL NTC BEACH v BUI'LDING oPF ICE JAN 2 2 NEW CONCRETE EXIST. CONCRETE Loa J A N 181996 Building and Zoning GENERAL NOTES: 1) ROOF PITCH SHALL BE 4:12 WITH OVERHANGS OF 30" WIDE. 2) �- " INDICATES A ROOF RAFTER SPACED ON 24" O.C.. 3) INDICATES A CEILING JOIST SPACED ON 24" D.C.. 1 4 1 - _ 4) SEE SHEET #2 FOR LUMBER SPECS, NAILING, ETC- . 00 o j jo �� EXISTING RESIDENCE I 1 w MISCELLANEOUS DETAILS FOR THE A.C. No. \LG\HAMTLI - — - - -- ---- MODIFICATIONS TO THE HAMIL RESIDENCE N 225 ' Y - v a ' - = E BEACH, FL, DRAWING NO. SIDE (SOUTH ) ELEVATION REAR (EAST) ELEVATION SIDE (NORTH ) ELEVATION FRONT (WESTY NATIOELEVATION DRAWN BY: APPROVED BY: SCALEI 1/8' = 1'-0' SCALEI 1/8' = 1'-0' SCALE, 1/8' = 1'--0' SCALEI 1/8' = 1'-0' APPROVED BY: LUG SHEET NO. DATE: 11/955 LOUIS GABRIEL P.E. SCALE: AS NOTED � OF .� 12 12 4 2x12 ROOF RAFTERS ® 24" O. .C � 4 2x12 ROOF RAFTERS 0 24 O.C. ARCH. SHINGLES ON 1 PLY, 15# FELT ON ARCH. SHINGLES ON 1 PLY, 15# FELT ON 7/16" O.S.B. SHEATHING NAILED TO RAFTERS 7/16" O.S.B. SHEATHING NAILED TO RAFTERS W/ 8d COMMON NAILS ON 6"/8" SPACING W/ 8d COMMON NAILS ON 6"/8" SPACING 2x8 CEILING * 2x8 CEILING * JOISTS ON 24" O.C. JOISTS ON 24" O.C. & R-30 INSULATION & R--30 INSULATION 2X4'5 2X4'5 r' xx xx 2x4 SUB FASCIA 2x4 SUB FASCIA n GALV, METAL EAVE DRIP " GALV, METAL EAVE DRIP 5/8" SHEET ROCK--/ (2)-2x4 PLATE .%x ON 1x2 P.T. NAILER 5/8" SHEET ROCK (2)--2x4 PLATE i, ON Ix2 P.T. NAILER 1x6 FASCIA ** i 1x6 FASCIA — 3/8' PLYWOOD SOFFIT W/4' — 3/6' PLYWOOD SOFFIT W/4' SCREENED VENTS ON 24' O.C. SCREENED VENTS ON 24' O.C. —NEW 1x6 FRIEZE BOARD —NEW 1x6 FRIEZE BOARD DESIGN CRITERIA =kik USE FICPLR/LL,"SEMCO" STRAPS ® EA. 1/2" SHEET USE HCPLR/LL,"'SEMCO" STRAPS 0 EA. 1/2" SHEET LIVE LOADS: RAFTER END WHERE SHOWN. STUD TOP & BOTTOM x ROCK 30" RAFTER END WHIERE SHOWN, STUD TOP & BOTTOM ROCK 30" WHERE SHOWN, INAILED W/8d NAILS.NAILS.8d °O ROOF............................................................................................20#/sq. ft. WHERE SHOWN, NAILED W/ � T WIND LOADS: -co ARCH. FINISH (BY OWNER) C ARCH. FINISH (BY OWNER) WIND VELOCITY (PER SBC-1991 EDITION)..................................11D M.P.H. � 7/16" O.S.B. SHEATHING NAILED TO ��7/16" O.S.B. SHEATHING NAILED 70 SEISMIC LOAD (PER SBC--1991 EDITION).......................................ZONE "0" STUDS W/ 8d COMMON NAILS STUDS W/ 8d COMMON NAILS - J ON 6"/12" SPACING. ON 6"/12" SPACING. CONSTRUCTION NOTES: 2x4 0 16" O.C. WITH 2x4 ¢D tfi O.C. WITH R-11 INSULATION R-11 INSULATION CONCRETE: *� ' 2x4 P.T. PLATE 2x4 P.T. PLATE 1) ALL CONCRETE SHALL HAVE A MIN. OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. xx ,,,,,-1/2%x�x 8" LONG "J—BOLTS" OR f%F_ 1/2"dx 8" LONG "J—BOLTS" OR 2) FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A RED HEADS ON CORNERS AND ® 36" O.C.. RED HEADS ON CORNERS AND 0 36" O.C. DENSITY OF AT LEAST 957. OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) EVERYWHERE ELSE. �—• : '.� EVERYWFIERE ELSE. FOR A DEPTH OF AT LEAST THREE FEET (3 ft.) BELOW THE BOTTOM OF THE FOOTING. SECTIONNEW CONCRETE S E C TI O N NEW CONCRETE 3) ALL OPENINGS, TRENCHES AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH CONCRETE Cn'P) (TYP) WORK AFFECTED. ` J CN.'T,SJ (N.T.S.) 4) REINFORCING STEEL SHALL BE ASTM A--615 GRADE 60 STEEL CONFORMING TO ACI 301, ACT 315, AGI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. 5) ALL CONTINUOUS VERTICAL MID HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE LAP SPLICED A MIN, OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS OTHERWISE NOTED. 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches SLAB ON GRADE.......................................................CENTERED 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. GENERAL STRUCTURAL NOTES: 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT 1) IT IS THE INTENT (OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES REQUIREMENTS OF 'THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. CONSTRUCTION AND OCCUPANCY, ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR WITH ALL APPLICABLLE CODES AND REGULATIONS, DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED 2) THE CONTRACTOR :'SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR OTHERWISE ON THE STRUCTURAL DRAWINGS. TO COMMENCING WCORK. 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, FOR CONCRETE' ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY FOR BUILDINGS' ACI 301. BE REQUIRED TO ATTACHED AND ACCOMMODATE OTHER WORK. MASONRY 4) THESE DOCUMENTS; ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE REPRODUCED WITHO)UT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND OF 2000 PSI ( f ' m = 1350 PSI ). SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS TYPE WITH 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS ARE DESIGN 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. FORA 2500 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. WOOD FRAMING 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING 1) ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI AND NATIONAL ERECTION. DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: SAWN LUMBER Fb = 1,100 PSI Fv = 90 PSI Fc1 = 270 PSI Fc = 1,100 PSI E = 1,500,000 PSI CONT. 2x4 SCAB FROM TOP TO 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, BOTTOM CHORD TO SERVE AS NAILER SPAN RATED AS SHOWN ON THE DRAWINGS. 2X4 BLOCKING O SHEATHING JOINT BLOCHKING REQ'D. FOR X-BRACING ® 8', O.C. 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE ROOF TRUSS 4" FROM GABLE END 2x4 OUTRIGGER BETWEEEN OUTRIGGERS m 48" O.C. OR SOIL SHALL BE PRESSURE--TREATED. 7/16" STRUCTURAL ROOF SHEATHING HURRICANE CLIP H-2.5 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH OR Er.QUAL ® 48" O.C. BOTTOM CHORD OF COMMON `` PROVIDE CLIP FOR 400 lbs. APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTMS U-HANGER TRUSSES 24" O.C. OF LATERAL SHEAR 2x4 BARGE RAFTER CANT. A-153-80. x BOTTOM CHORD' OF GABLE 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. x I K 12d NAILS 0 8" O.C. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. SHINGLE STRIP END TRUSS 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. RIM JOIST OR BEAM I I I FASCIA (3) 12d NAILS o } + DOUBLE TOP PLATE 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 2x4 X BRACING x © 8'-0" O.C. �- TOP CHORD OF GABLE END INSTEAD OF SYP #2. x \\—PRODUCT CODE TPP 4, I TRUSS DROP 3-1/2" x "SEMCO" STRAP ' x NAILED W/ (8)-8d SCHEDULE "B" -- MISCELLANEOUS FASTENING SCHEDULE x COMMON NAILS 2x4 SCAB CONT. TOP TO 2MAX. CONNECTION FASTENER NUMBER OR SPACING USE PRODUCT CODE RTPGA836, BOTTOM CHORD 0 8 ft. - I I OPENING t1 c SEMCO", TIE FROM GABLE 2x4 BLOCKING ® 48" O.C. BETWEEN TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 � I I GABLE END TRUSS AND FIRST CONT. 2x4 SCAB FROM TOP TO COMMON TRUSS STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. PO5T STRAPPING TOP I I B ROVIlI CHORD ® X BRACING DOUBLE TOP PLATES, FACE NAIL 10d COMMON IC O.C. 2x4 SCAB IF VERT (PRTIC'AL ADDITIONAL 2X4'S " CONT. 2x4x8'#2 SYP. LATERAL TOP PLATES, LAP AND INTERSECTIONS FACE NAIL -- 2-16d OR 3--104 COMMON (N.T.S.) PRODUCT CODE TPP 4, WEB IS NOT PRESENT I VERTICAL A HIGHER THAN 48" BRACE 4$" O.C. CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE "SEMCO" STRAP I TO F06RM AN "L" SHAPE) ISOMETRIC VIEW NAILED W/ (8)--8d (3) 12d NAILS x COMMON NAILS (3) 12d NAILS TYP) SHOWING LATERAL BRACE TO PLYWOOD _& PARTICLEBOARD SHEATHING:- 6"x 6" OR 4"x 4" POST x ( � I I ATX BRACING BO)TTOM CHORD OF GABLE END TRUSS USE PRODUCT CODE PAPGA ROOF 7/15' OR GREATER * 8d COMMON 6" O.C. EDGES & "SEMCO" x GAtBLE END TRUSS i�' Q.C. INTERMEDIATE -PLATFORM FRAMING- WALL - 7/16" OR GREATER * 8d COMMON 6" O.C. EDGES & ' • (2)--2x4 TOP PLATE e DRILL 6" INTO CONCRETE +°. :C 12" O.C. INTERMEDIATE NOTE: CONT. 2x4x8' 2 SYP MISCELLANEOUS DETAILS E Q R A.C. N0. *= OR AS SHOWN ON SHEET # UNBRACED LENGTH OF X-BRACING MAY LATERAL BRACE ® 48" O.C. 2x4 STUDS @ 16" O.C. �� E AMI RESIDENCE SI E E \LG\HAMIL2 POST _STRAPPING ® BOTTOM NOT EXCEED 10 ft.. IF LENGTH DOES 2x4 BLOCKING ® 48" O.C._/ (N.T,SJ EXTERIOR WALL OPEN I N GS B EXCEED 10 ft., ADDITIONAL SCAB IS REQ'D. BETWEEN GABLE & FIRST TRUSS 225 •�, ., . 'm ' �- • r +""` r �- L* DRAVANG NO. (N.T.S.) CLIP 0 48 O.C.. CLIP MUST ff POST STRAPPING A PROVIDE A MIN. 400 lbs OF SHEAR. DRAWN BY: APPROVED BY: TOP & BOTTOM PLATFORM FRAMING AM I N G (, APPROVED BY: LJG SHEET NO. (N.TBJ GABLE END DATE: 1t�95 LOUIS GABRIEL P.E. ` (N.T.S.) SCALE: AS NOTED �" OF