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1477 Linkside Dr 2013 extend porch and gable plans j i 4"THICK CONC.SLAB 2500 psi FOUNDATION NOTES: FOOTAGE w/FIBERMESH REINFORCEMENT SLAB ROOF NOTES: ROOF VENT NOTES: FROM over 6 MIL.VAPOR BARRIER a ° FOOTING: NEW PORCH 310' on TERMITE TREATED,COMPACTED EARTH 4" ` °' " ' < ° ( ) GRADE A 16"(Q) x 12"(W) MONOLITHIC FOOTING PITCH 5:12 VENTILATION FOR GABLED AND HIPPED ROOFS: F.B.C. SECTION R806 w/ (2) #5 REBAR CONT. (SEE ROOF PLAN) VENTILATION SHALL BE PROVIDED TO FURNISH CROSS VENTILATION OF EACH RESIDENCE a �s" " .A" SEPERATE ATTIC SPACE WITH WEATHER PROTECTED VENTS. ALL VENTS SHALL �S 12'° 16"dx12"w MONOLITHIC FOOTING �� NEW UNDER ROOF: 3 0' CONVENTIONAL FRAME ROOF BE SCREENED TO PROTECT THE INTERIOR FROM INTRUSION OF BIRDS. . w/2 5 REBAR CONT. CONCRETE SHALL BE 2500 psi SEE ROOF PLAN THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE AREA OF THE CEILING DRILL 18"LONG#5 REBAR INTO EXISTING 4"SLAB / # w FIBERMESH REINFORCEMENT NEW SLAB: 119 ( ) SHALL BE NOT LESS THAN 1/150. THAT RATIO MAY BE REDUCED TO Yaoo PROVIDED: EXIST.STEMWALL @ 36"O.C. 12" (2500psi—GONG) / (6"MIN.EMBEDMENT w/EPDXY) over 6 MIL. VAPOR BARRIER on SHINGLE ROOFING 1. A VAPOR RETARDED HAVING A PERFORMANCE NOT EXCEEDING 1 PERM IS INSTALLED THICKEN EDGE TERMITE TREATED, COMPACTED EARTH over 151b FELT—PAPER ON THE WARM SIDE OF THE CEILING, OR 2. AT LEAST 50 PERCENT OF THE REQUIRED 1 -#5 REBAR 95% DENSITY COMF ACTION 1477 SUITABLE A (MATCH EXISTING) VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION TERMITE TREATED CLEAN CONTRACTOR TO VERIFY ALL PIPING & CONDUITS BELOW SLAB GENERAL NOTES: OF THE SPACE TO BE VENTILATED (AT LEAST 3 FT. (914mm) ABOVE EAVE OR COMPACTED SOIL A-3 " CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY 8'-0 PLATE HGT. (NP.) ) CONCRETE TO BE MIN 4" THICK OVER CLEAN. TERMITE TREATED PROJECT SUMMARY: (SEE ELEVATIONS) EAVE OR CORNICE VENTS. INDICATE LOCATION OR VENT AREA AND SIZE REQUIRED L I N K S I D E D R . h FOOTING TIE DETAIL N.T.S. COMPACTED FILL, AND 6 MIL. POLYETHYLENE VAPOR BARRIER. 31 sq.ft. AS—BUILT PORCH ADDITION ATLANTIC BEACH N.T.S. w WOOD FRAME CONSTRUCTION 16" EAVE NP. SECTION R903.2 — FLASHING CONCRETE SLAB TO CONTAIN FIBERMESH REINFORCEMENT FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING or OPTIONAL 6"x6' W.W.M. & CONVENTIONAL FRAME ROOF 12" EAVE @ 32233 2 2 Z Z d THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIAL, J J J HARDI—LAP SIDING GABLE END AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE CONCRETE SHALL BE 2500psi MIN. on 2x4 WOOD FRAMING SECTION R903.2.1 —LOCATION MIN. COVERAGE FOR REBAR SHALL BE 3" IN FOOTING VINYL FASCIA FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTION; WHEREVER THERE IS A CHANGE ROOF SLOPE AND DIRECTION; AND AROUND ROOF OPENINGS. WH SHINGLE ROOFING VINYL SOFFIT (VENTED) WHERE FLASHING IS OF METAL, SQUARE FOOTAGE 151b FEL THE METAL SHALL BE CORRSION RESISTANT WITH A THICKNESS NOT LESS THAN PROVIDED IN over T PAPER A VERIFY LOCATION OF ALL INTERIOR LOAD BEARING WALLS MATCH EXISTING) METAL DRIP EDGE TABLE 903.1 AS PER TRUSS ENGINEERING PLANS & SPEC'S. & PROVIDE ( (MATCH EXISTING) INTERIOR FOOTING. SECTION R903.2.2 — MEMBRANE FLASHINGS A-3 ROOF PITCH 5:12 ROOF VENTILATION AS PER ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURE (MATCH EXISTING) PUBLISHED LITERATURE FLORIDA BUILDING CODE (SECTION R806) —— — —— ——————— —— —— — — 8'-0" PLATE HGT. (TYP.) LOCATED AS PER CONTRACTOR F � NEW SLAB � (MATCH EXISTING) ALL ROOF VENTS & PLUMBING VENTS L— _ __ _ _ _ _ _ _ __ ___ I-a"ELEV) __ _ I SHALL EXIT AT REAR OF ROOF HOUSE F.F. ELEV. SHALL BE 8" ABV. GRADE (MIN) I (TYPICAL ALL AROUND) ALL BATH VENTS SHALL TERMINATE CONTRACTOR SHALL VERIFY ALL z I I RILL "LO G#5 BA TO I I CEILING FINISH & COLUMN FINISH AS PER OWNER TO OUTSIDE AIR w/ GRILL or SCREEN CONDITIONS AND DIMENSIONS Exl . FO DAT N 6"0. ~ I I ROOF LEGEND AT THE JOB SITE AND NOTIFY THE 6" IN. MBE EN /EP Y ( CONCRETE PARKING & SIDEWALKS NOT SHOWN ROOF FLASHING AS PER F.B.C. ARCHITECT OF ANY E F TIN IE- TAIL / SECTION R903.2 — FLASHING RIDGE SUPPORT DIMENSIONAL ERRORS , OMISSIONS NO MECHANICAL, ELECTRICAL, OR PLUMBING EXISTING PATIO SLAB 0"TRAN I INVOLVED IN THIS PROJECT. (SEE RIDGE DETAIL) OR DISCREPANCIES BEFORE F- (-4-ELEV)/ I BEGINNING OR FABRICATIING ANY U' PRE-ENG TRUSS AS PER MFG. I NAIL SCHEDULE: — — — — WORK. I q ROOF 2x8 RAFTER @ 24" O.C. (U.O.N.) I' A-3 8d RING SHANK NAIL I FRAMING LEGEND 6 O.C. EDGE OVER-FRAME AREA THESE DRAWINGS ARE THE 6 O.C. FIELD i (SEE OVER-FRAME DETAIL) PROPRIETARY WORK PRODUCT I I 4x4 P.T. POST AND PROPERTY OF VERMEY ® (SEE POST DETAIL) ALL HIP, VALLEY, & RIDGE BEAMS ARCHITECT , DEVELOPED FOR THE a . ISHALL BE 2x10 SYP#2 (U.O.N.) EXCLUSIVE USE OF VERMEY ARCHITECT . USE OF THESE LrJ EXISTING WALLS DRAWINGS AND CONCEPTS EXISTING HOUSE SLAB CONTAINED THEREIN WITHOUT (a-o"ELEV) — — BEAMS AS PER PLAN THE WRITTEN PERMISSION OF VERMEY ARCHITECT IS PROHIBITED AND MAY SUBJECT YOU TO A CLAIM FOR DAMAGES FROM GERARD VERMEY . I GABLE END EJILATEREVISIONS : I I p LL_ W 0 n I o I O IV LLI v I to a l Q N N W 0 w FOUNDABn TION PLAN 4 I N Q ih z © O © O EAST -- _ _— - - --- � -, I 0L: ILS I► 25,_6„ I — — z Q --0 - o N w — cn C� I I w cn a� 4x4 P.T. SYP#2 POST 8'-6" 8'—6„ 8'—6" w v �- J I I z 00 � Ve r m e y A r c h ite c t w/ SIMPSON "ABU44" BASE or = tY O —I Z _w I N O N 3 & (2)SIMPSON "MSTA24" STRAP or = Q - U LLl F— p I LLJI L "' F_ (SEE POST DETAIL) —5 TOTAL— w O N r4) Q lr w I I y x I 420 Third St. South Li. - I 2;2 SYY 2 8 � © = w g Q i <<�� w I Jacksonville Beach , FI . II w/ " FLIT H PLAT w�_ II w Cn z © O I — — — — — — — — —— — = TOP ® 8'-0" LATE �- I( tY 0 (L I — — — — 32250 aIGT. �m �� II a- x W I I I (904)246- 1150 II � I_PORCIH (CEILING 0- 0 II L1 � v) II N 0 rn UJ0 Noll 4 LLII II XIL` ( I ( I 2x4 YP#2 EILING �OIST ( I I_ (( 3 O LU ® 24 O.C. N ® II O N v I I I ^3 a I I I I TOE—MAIL w/1(4)12d(4)12d I NAILS I I (Cq v 3 II o J ® EA END Oil II � I I L EXISTING DOOR SIMPSON "HUC212-2" HANGER (/d)2x88 P#2 aAM II or = TYP. ® EA. END OF BEAM BOTT ® 8'— " PLAT HGT. II (CONCEALED TOP—FLANGE HANGER) I ( I II II 00 II II EXISTING HOUSE ( I I I II SIMPSON "HUC212-2" HANGER or = TYP. ® EA. END OF BEAM I I y 5:12 Q 8'-0" CEILING ( I ( II (CONCEALED TOP—FLANGE HANGER) �.\ I II E—+ I EXIST. RIDGE N I Lic. No. : AR4630 EXISTING DOOR I II Drawn By: 5:12 ti%0 I ; PLANS®6 UNLIMITED Z Reviewed By: GV Draw Date: 08 / 12 / 13 WEST Print Date: 08 / 19 / 13 FRAMING PLAN ROOF PLAN Y4„ _ 1 ,_o„ y4py - Page: t A - 3 of 4 I TRUSS ANCHORING FROM SECTION 703 WALL COVERINGS FLASHING SIMPSON H2.5 or = @ 24" O.C. O GIRDER TRUSS STRAPPING—VERTICALS APPROVED CORROSION—RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVOLOPE 2x4 BLOCKING @ SHEETING EDGES RESIDENCE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WITHIN 4' OF GABLE TRUSS LOAD ANCHOR WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE 0-350 (1 ) SIMPSON H2.5 SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM 7/16" (MIN) ROOF SHEATHING REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHINGS SHALL BE 2x4 BARGE RAFTER CONT. INSTALLED AT, BUT NOT LIMITED TO, ALL THE FOLLOWING LOCATIONS: 350-700 (2)SIMPSON SIMPSON H2.5 — (1) SIMPSON H10 (8/)-8d) , 1) FLASHING FOR WINDOWS AND DOORS SHALL BE IN ACCORDACE WITH SECTION R613.8. ( I 1477 2) AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONARY CONSTRUCTION WITH FRAME OR STUCCO (3 NAILS @ 700-1200 (1 ) SIMPSON H 15 (4/4/12-10d) VERT L I N K S I D E D R . WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 2x4 OUTRIGGER @ 24" O.C. i I OR EQUIVALENT SIMPSON MTS TWIST STRAPS ATLANTIC BEACH 3) UNDER AND AT THE ENDS OF MASONARY, WOOD OR METAL COPINGS AND SILLS. TOP CHROD OF GABLE END TRUSS GIRDER TRUSS STRAPPING—VERTICALS FAW2x4 X—BRACE @ 8'-0" MAX 4) CONTINUOSLY ABOVE ALL PROJECTING WOOD TRIM. . 32233 SIMPSON MST SERIES (TOP) 5) WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF I I CONT. 2"x4" #2 SYP ST6224 TO 2500 SQUARE FOOTAGE WOOD—FRAME CONSTRUCTION. CONT. 2"x4" TOP BOTTOM CHROD LATERIAL BRACE @ 48" O.C. MSTC28 10 3000 @ 8' FROM GABLE I I MSTC40 TO 4000 6) AT WALL AND ROOF INTERSECTION MSTC52 TO 4600 MSTC66 TO 5600 7) AT BUILT—IN GUTTERS. SIMPSON LSTA-12 ® 24" SIMPSON HTT-22 (BOTTOM) DBL. 2x4 TOP PLATE 2"x4" SCAB IF VERT FOR LOADS LESS THAN 1200# USE SIMPSON LSTA24 2x4 WEB IS NOT PRESENT O STRONG BOLT 3 GIRDER TRUSS END ANCHORING—PITCHED CONTRACTOR SHALL VERIFY ALL SEE DETAIL S/D-1 2"x4" BLOCKING @ 48" O.C. CONDITIONS AND DIMENSIONS BETWEEN GABLE & FIRST TRUSS HGT SERIES 1 ,2, OR 3, PLY (TOP) AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY E=XTERIOR STUD SIMPSON HTT-22 (BOTTOM) DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE NOTE: FOR LOADS LESS THAN 1600# BEGINNING OR FABRICATIING ANY SEALANT BEAD USE #1 TOP, NO HTT-22 BOTTOM. WORK. BEHIND MOUNTING FLANG _ xx — _ � GABLE END BRACING 4 THESE DRAWINGS ARE THE � � PROPRIETARY WORK PRODUCT , I- NOTE. 1 1 RESISTANTBARRIER �' UNBRACED LENGTH OF X-BRACING MAY NOT AND PROPERTY OF VERMEY SEALANT BEAD BETWEEN SEALANT BEAD BETWEEN EXCEED 10ft. IF LENGTH DOES EXCEED 10ft. FLASHING AND MOUNTING MOUNTING FLANGE ARCHITECT, DEVELOPED FOR THE FLANG AND FLASHING ADDITION SCAB IS REQUIRED. EXCLUSIVE USE OF VERMEY SECTION THROUGH WINDOW JAMB ARCHITECT. USE OF THESE SECTION THROUGH WINDOW JAMB DRAWINGS AND CONCEPTS METHOD A-1 METHOD B-1 CONTAINED THEREIN WITHOUT WEATHER RESITNE BARRIER APPLIED PRIOR TO THE WEATHER RESIIIVE BARRIER APPLIED PRIOR TO THE THE WRITTEN PERMISSION 0 F WINDOW INSTALLATION. FLASHING APPUED DM WINDOW INSTALLATION. FLASHING APPLIED BEHIND VERMEY ARCHITECT IS THE FACE OF THE MOUNTING FLANGE. THE MOUNTING FLANGE. PROHIBITED AND MAY SUBJECT I YOU TO A CLAIM FOR DAMAGES FROM GERARD VERMEY. BEAM AS PER PLAN 2 TOP REVISIONS : TOP HEAD FLASHING:EMBED _ FLASHING AGAINST THE PREVIOUSLY` APPUED TOM OF THE (FLASHING GOES OVER THE SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASI AT HEAD. TUHpCK TOP OF JAMB FLASHING UNDER THE FLAP 3 BOTTOM2 BOTTOM OF WATER RESISTANT BARRIER AT THE HEAD. (2)2 X 1 2 SYP#2 BEAM _ FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING >r SIMPSON rf HUS212—2 HANGER ® I JAMB SEALANT: or = @ BEAM - -- - -- APPLY CONTINOUS SEALANT TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. (CONCEALED FLANGE) 2° 2 r EXTEND SEALANT AT JAMBS 4" ABOVE THE ROUGH USE (3) ROWS • N OPENING AT HEAD. EMBED JAMB FLASHING INTO SEALANT OF 10d COMMON Ve A1 C I1GC '�(2) SIMPSON MSTA24 STRAP of 1od COMMOND FASTEN IN PLACE. (FEQLASHING DOES OVER SEALANT) USE (2) ROWSy I II I ' I NAILS @ 12"O.C. i NAILS @ 12"O.C. or @ BEAM STAGGER NAILS = EQ, ON BOTH SIDES 420 Third St. South JAMB _ 6x6 or 4x4 P.T. SYP#2 POST 2r 2r Jacksonville Bea - -- - - - c , FI . d' h EXTEND JANHB FLASHING TO OVER LAP SILL FLASHING. °' d. , '• TYPICAL O F (2) 2"X 6" EXTEND JAMB FLASHING 4" ABOVE ROUGH OPENING TYPICAL OF (3) 2"x10" »X10,. 32250 AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP °. " " » THRU 2 2 x12 „ n N OF WRB AT THE HEAD d. ( ) thru 3 x1 . I I SIMPSON ABU66 or ABU44 ( ) 2 2 _ _ a a o (904)246- 1150 @ POST BASE or SOLID SAWN LUMBER WINDOW a' d a ,...: CONCRETE FOUNDATION 2' 2 ANT BARRIER USE WEATHER RESIST E 3 ROWS OVER WALL SHEATHING O - - USE (2) ROWS EQ, OF 1 O COMMON SLL OF 1 O COMMON I NAILS @ 12"O.C. � POST DETAIL NAILS @ 12 O.C. I ( STAGGER NAILS 8t.i` ".1.4 USE THE FLASHING CUT FORMULAS TO DETERMINE THE LENGTH OF EACH STRIP OF FLASHING FOR EQ' ON BOTH SIDES EACH WINDOW. THE AS STANDARD REQUIRES A FLEXIBLE FLASHING MINIMUM ROLL WIDTH OF 9 IN. (230 MM). WIDER FLASHING MATERIALS, (FOR EXAMPLE, 12 IN. (300 MM)) MAY BE USED, HOWEVER THE ACTUAL 2 r 2 r CUT LENGTHS FIGURED BY USING THE CHART WILL INCREASE. THE USE OF SELF—ADHESIVE TYPE FLASHING IS ACCEPTABLE. (FOR FUTURE DISCUSSION: SELF—ADHESIVE FLASHINGS CAN BE EFFECTIVE WITH WIDTHS N.T.S. LESS THAN 9 IN. (230 MM). SELF—ADHESIVE TYPE FLASHING SEALS ITSELF TO THE WEATHER RESISTANT BARRIER AND TO THE MOUNTING FLANGE WITHOUT THE NEED FOR ADDITIONAL SEALANT APPLIED TO THE EXTERIOR FACE OF THE FLANGE. SELF—ADHESNE TYPE FLASHING MATERIALS MUST PROPERLY ADHERE, (2) 1 -3/4" PLY LVL (3) 1 -3Z4" PLY LVL (CREATING A WATER TIGHT JOINT) TO THE (WRB) AND TO THE MOUNTING FLANGE MATERIAL IN ORDER TO r BE ACCEPTABLE FOR USE. ( 2i SEAL THE WINDOW FRAME TO OPENING. APPLY A 3/8" NOM. DIA. TO THE BACKSIDE (INTERIOR) qG OF THE WINDOW FLANGE. IN UNE WITH ANY GENERAL NOTES: • PRE—PUNCHED HOLES OR SLOTSA R /) 6 Z 0 Li c. N o. : /y �} .J SHIM AND ADJUST WINDOW TO ACHIVE SQUARE, 4# PLUMB, AND LEVEL CONDITION. USE CORROSION ALL WORK SHALL CONFORM TO: — RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW FLORIDA BUILDING CODE 2010. Drawn B MANUFACTURERS SPECIFICATIONS. 3/8" BOLTS w/3"x 1/8" y• FOOTING DESIGN IS BASED ON MIN. SOIL BEARING CAPACITY OF TABLE 16r 8r WASHERS @ 12" O.C. 2000 PSF AT 95% DENSITY. STUD SPACING FOR EXTERIOR LOAD—BEARING WALLS — PLANS- 6 ALL CONCRETE WORK SHALL BE PREFORMED IN ACCORDANCE CEILING NO. 2 SPF NO. 2 SYP NO. 1 SYP 4, STRAPPING OF ALL BEAMS UNLIMITED Z w/F.B.C. REQUIRMENTS HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6 1—SIMPSON MTS 16 EA. END Reviewed B = ALL REINFORCING STEEL SHALL CONFORM TO F.B.C. REQUIRMENTS 9 FT. 16 O.C. 24 O.C. 16 O.C. 24 O.C. 16 O.C. 24 O.C. y 10 FT. 12" O.C. 24" O.C. 16" O.C. 24" O.C. 16" O.C. 24" O.C. GV p MINIMUM COVER FOR REINFORCING SHALL BE 3" FOR FOOTINGS, 11 FT. N/A 16" Q.C. N/A 16" O.C. N/A 16" O.C. 4—PLY BEAM DETAIL 12' 12r F LASHtG 1i T S AND CENTERED IN SLABS. 12 FT. N A 16" O.C. N A 16" O.C. N A 16" o.C. Draw Date:1 REINFORCING BAR SPLICES FOR #5 BAR SHALL BE 30" MIN. 13 FT. N/A 12" O.C. N/A 16" O.C. N/A 16" O.C. 08/12/13 AND HOOKS SHALL MEET ACI STANDARDS. 14 FT. N/A___ 12" O.C. N/A 12" O.C. N/A 16 O.C. N.T.S. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION M Print Date: w/STANDARD ACCESSORIES DURING PLACING OF CONCRETE. U L�T I P L E MEMBER D ETA I L ROOF TRUSS N ES AS PER MANUFACTURER 08/19/13 .T.S. Page: A - 4 of 4 I i