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L z 1 01 cn V) cn (n m w EWM c) C.� ui Ix D w z -H 41 -H Fz jF m Z CL 0 0.1% w 0) 00 U- w w C, w w a C4 C.) m 0 L4 CL 8 F- d d E: UJ'-,Fc 2 (n (n U- F 0 z w C>O z z 0 LAj- -H 41 0 <- 0 0 C3 5go C) ;w 0 z all V) pl- 50 (D w w P6 Or 00 t=Ld XW 0 3:52 �j z P I w LLJ m CL 100 181 9 WM m Ld .. X. >. Joel 111111111 0 IN I LLI w 0 00 M=1< Q Lj�';3i Ld w < z F= 0) 22M a < 00 C/) z A: 0: cc R Cd L.: < cn W-0 n: IV) M cwL E _J :) 0 z >- 5; 0 0 Ix C; 10- �5 W I 9w 5; w 0 -i < W 0 W ix> Cf) m >- m Z W CL 01" 3 w x tj M LLJ V) 0 0 W ZjB fit 0 Lj W .. -1 60 I-- CWL 0) cn --j z x z 0- 0- V) p 0 .5z w -0j a w < ix M LA- U)Z a VO! z z".:C4 0- F-0 LL: GENERAL NOTES: WOOD, CODE: CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER ALL LUMBER SHALL BE DRESSED, #2 S.P., DRY MAX 19%MOISTURE CONTENT U.N.O. FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL DISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. VERIFICATION OF ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, IN DIRECT GROUND CONTACT, EXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTION OF ANY PREFABRICATED OR IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE MINIMUM DESIGN CRITERIA: COMPONENTS. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE LOCATION,TYPE,AND TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. WIND LOADS: DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES,ANCHORS,INSERTS, OPENINGS, BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETE ETC.TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT. OR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGERS. WIND SPEED: 130 REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD-BASED AND METAL PRODUCTS USED WIND EXPOSURE: c THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATION ONLY.CHARLES P. IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR DIGIACOMO ASSUMES NO LIABILITY FOR CONTRACTOR/BUI LDE R WORK AND INSPECTION OF SUCH CONTINUED, LONG TERM PERFORMANCE. NOT LOCATED IN THE COASTAL WIND-BORNE DEBRIS WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED FROM THESE PLANS. ALL WEATHER PROOFING DESIGN, FLASHING ETC. IS BY OTHERS. REGION. WINDOW PROTECTION FOR FLYING DEBRIS IS CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND SHALL NOT REQUIRED BY CODE. A.E.1. DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND IEGULATIONS. LAMINATED VENEER LUMBER(LVL) SHALL HAVE A EXTREME FIBER STRESS IN BENDING OF 2950 IT ALOHA ENGINEERING INC CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO STABILIZE PSI MIN. AND 2xlO"6 PSI MODULUS OF EW-71CITY MIN. U.N.O. BUILDING CATEGORY: II NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUC7ION IS COMPLETE. ATTACH 2-PLY LVL WITH (3) ROWS OF.131"x3" GUN NAILS 12"O.C. EACH FACE. U.N.O. INT. PRESSURE COEF: .18/ENCLOSED 770 WAKEMONT DR. PLANS VOID TWELEVE MONTHS AFTER DATE OF SEAL FOR UPDATING TO CURRENT CODES AND ATTACH 3 AND 4-PLY LVL WITH (2) ROWS OF 1/2" DIA. BOLTS 12"O.C. U.N.O. BUILDING MEAN ROOF HEIGHT: 25 FT ORANGE PARK PRACTICES APPLICABLE AT THAT TIME. FLORIDA 32065 FASTEN BUILT-UP BEAMS OF 2" NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN. (2)ROWS C E RT I F I C AT E 0 F FOUNDATION: OF.13 1"x3" GUN NAILS 6" O.C. ONE ROW NEAR TOP EDGE AND ONE NEAR BOTTOM. ALLOWABLE-VASD DESIGN VALUES A U T H 0 R I Z A T 1 0 N FOUNDATION HAS BEEN DESIGNED FOR A NON-EXPANSIVE MINIMUM S)IL BEARING CAPACITY OF COMPONENT AND CLADDING WALL OPENING PRESSURES N 0. 31036 2000 PSF. OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY AND A��SOCIATED RISKS CONTRACTOR DECK AND STAIR HANDRAIL\STRINGER DESIGN AND ATTACHMENT TO BE OPENING SIZE(FTA2) INTERIOR EDGE U REGARDING OBTAINING A SOIL INVESTIGAION. OWN ER/CONTRACTORSHALL OBTAIN A SOIL SUBMITTED FOR APPROVAL AND/OR CHANGES BEFORE CONSTRUCTION. PRESSURE(PSF) PRESSURE(PSF) BEARING CAPACITY AND SUITABLILITY OF SUBSURFACE CONDITIONS R EPORT FROM A 0-10 +25,-27 +23,-42 REGISTERED GEOTECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL ATTACH 2-PLY 2" NOM WOOD STUD CLUSTERS WITH .131"x3"GUN NAILS 6" O.C. EACH FACE. 20 +24,-26 +22,-39 COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED. ATTACH ADDITIONAL PLIES WITH .131"x3"GUN NAILS 6"O.C. UP TO 4-PLIES. UNLESS NOTED 50 +22,-25 +20,-35 OTHERWISE ON PLANS MIN. FASTENING OF ROUGH CARPENTRY SHALL BE PER CODE R602.2. 100 +21,-24 +19,-32 FOOTINGS AND SLAB SHALL BEAR UPON UNDISTURBED SOIL OR FILL COMPACTED TO A DENSITY 0 u AT LEAST 95%OF MODIFIED PROCTOR MAX. DRY DENSITY(ASTM-D 1557). FILL SHEATHING: END ZONE PRESSURES ARE WITHIN 4'OF ALL EXTERIOR SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OF,OTHER MEANS OF WALL SHEATHING: CORNERS. 7, PROTECTING STRUCTURE FROM WDO'S MUST BE INSTALLED AT A LATER DATE. EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD ::� (OSB). SPAN RATING NOT LESS THAN 24/16,THICKNESS NOT LESS THAN 7/16'. U.N.O. OR GARAGE DOOR OPENING TO MEET: +20, -33 PSF ALLOWABLE 0 CONCRETE: OTHERWISE REQUIRED BY VENEER MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d NAILS Vasd DESIGN PRESSURES. u MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR F UNDATION AND SLABS AT 4" O.C. EDGES AND 12" O.C. FIELD. BLOCK ALL PANEL EDGES. 1 00 SHALL BE 2500 PSI @ 28 DAYS. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 GRAVITY LOADS: u uo 0 LONGITUDINAL REINFORCEMENT IN WALLS AND FOOTINGS SHALL BE C)NTINUOUS AT CORNERS OOF SHEATHING: ROOF FLOOR 0-4 "1., > AND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MIN'MUM LAP OF REINFORCING a TOP CHORD LIVE: 20 PSF 40 PSF z I. EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD TOP CHORD DEAD: 7 PSF 10 PSF SHALL BE 40 BAR DIAMETERS, BUT NOT LESS THAN 20' (OSB). SPAN RATING NOT LESS THAN 24/15,THICKNESS NOT LESS THAN 7/16" U.N.O.OR 6 OTHERWISE REQUIRED BY ROOF COVERING MANUFACTURERS REQUIREMENTS. BOTTOM CHORD LIVE: 10 PSF 0 PSF 0-4 (n ALL CONCRETE SLABS ON GRADE SHALL BE 4" MIN.THICKNESS OVER N IN.6 MIL. POLYTHYLENE ATTACH WITH MIN. 8d RING SHANK NAILS AT 6" O.C. EDGES AND 6"O.C. FIELD. BOTTOM CHORD DEAD: 5 PSF 5 PSF oe VAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED WITH FIBER-MESH REINFORCEMENT WITH SINGLE CLIP ALL PANEL EDGES. PANELS SHALL BE INSTALLED CONTINUOUS OVER TWO OR DECKS 40 PSF A MIN. 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH ASTM-C 116. N LIEU OR IN MORE SPANS WITH STAGGERED END JOINTS. WHERE SINGLE SPANS ARE REQUIRED BLOCK CONJUNTION WITH FIBER-MESH REINFORCEMENT 6x6 WlAxl.4 WWM LAPPED 8"AT EDGES AND PANELS AT 12" O.C. DEAD LOADS ARE SUPERIMPOSED. ENDS CONFORMANCE WITH ASTM-A 185 SET CENTERED IN SLAB. FLOOR SHEATHING: ABBREVIATIONS L SLUMP SHALL BE BETWEEN 4"TO 5", NO WATER WALL BE ADDED AT S rE. TROWEL FINISH EXPOSURE 1 APA RATED TONGUE AND GROOVE, SHEATHING OR STRUCTURAL, 1 PLYWOOD OR ARCH.-ARCHITECT SIMP.-SIMPSON STRONG TIE - EXPOSED SLABS OR SLABS TO RECEIVE FLOOR FINISH. NON-SLIP BRID)M FINISH FOR EXTERIOR ORIENTED STRAND BOARD(OSB). SPAN Ft�hflNG NOT LESS THAN 48/24,THICKNESS NOT LESS B.O.F.-BOTTOM OF FOOTING S.W.-SHORT WAY DATE:- 6-28-2016 WALKS, RAMPS AND STAIRS. OPTIONAL CRACK CONTROL BY I" DEEP E AW CUT CONTROL JOINTS THAN 23/32" U.N.O. OR OTHERWISE REQUIRED BY FLOOR COVERING MANUFACTURERS CONT.-CONTINUOUS T.O.C.-TOP OF CURB JOB NUMBER:5981 ORIGINATING AT CORNERS AND APPROX. 12'xl2'GRID THROUGHT SLA 3 WITHIN 12 HRS OF DIA.-DIAMETER REQUIREMENTS. PANELS MAY BE GLUED TO AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWISE T.O.G.-TOP OF GRADE STKUCTURAL NOTES SETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 DETAILING GLUE IS NOT REQUIRED. ATTACH WITH MIN. 10d NAILS AT 6"O.C. EDGES AND 6" O.C. FIELD. E.W.-EACH WAY T.O.S.-TOP OF STEEL MANUAL. MIN. CONCRETE COVER FOR REINFORCEMENT SHALL BE: F.F.E.-FINISHED FLOOR TYP.-TYPICAL I AND SPECIFICATIONS CONCRETE CAST AGAINST EARTH 3" ELEVATION U.N.O.-UNLESS NOTED FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2" L.W.-LONG WAY OTHERWISE INTERIOR SLABS, WALL 3/4" W-WITH DRAWING SHEET: FASTENERS: MIN.-MINIMUM WDO-WOOD DESTROYING MASONRY: EPDXY ANCHORS SHALL BE INSTALLED WITH SIMPSON STRONG-TIE CO. HIGH STRENGTH O.C.-ON CENTER ORGANISM ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5)TMS 402 MASONRY ACRYLIC ADHESIVE(AT-XP). ALL ANCHORE� SHALL HAVE A MIN. 1 3/4" EDGE OF CONCRETE TO P.T.-PRESSURE TREATED W/O-WITH OUT S-1 BUILDING CODE. CENTER OF ANCHOR EDGE DISTANCE WITH MIN. 7 1/2" EMBED U.N.O. QUICKTIE PRODUCTS SHALL SIM.-SIMILAR W.W.F.-WELDED WIRE FABRIC BE INSTALLED WITH PURE 110 EPDXY, 4" EMBED U.N.O. INSTALL ALL ANCHORS PER 8 CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD BEARING CONCRETE MASONRY MANUFACTURERS WRITTEN INSTALLATION PROCEDURES. DKAWING INDEX: UNITS,TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESS]ON STRENGTH OF 2000 PSI DO NOT INSTALL THREADED RODS IN DIRECT CONTACT WITH TREATED LUMBER. AN EPDXY SI-STR.UCTUKAL NOTES F'm=1500 PSI. FILLED GAP OF 1/8" OR GREATER SHALL BE MAINTAINED AT INTERFACE. AND SPECIFICATIONS \\0\\ MORTAR SHALL CONFORM TO ASTM C270 TYPE S S2---FOUNDATION PLAN USE COMMON WIRE NAILS OF STANDARD LENGTH PER INDS 2005. U.N.O.INSTALL FASTENERS S2.1-FLOOP, PLAN E GROUT WHEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH MIN. Z8 DAY COMPRESSIVE WITHOUT SPLITTING WOOD. S22-R-00F PLAN 0" STRENGTH OF 3000 PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGATE, PROVIDE A SLUMP 53.1,S4.1,S4.2-DETAILS 0 METAL FRAMING ANCHORS: j 660 '. BETWEEN 8"AND 11". PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED BY FILE COPY SIMPSON STRONG-TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFACTURERS WRITTEN HOLLOW CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MO kR COVERAGE ON HORIZ. AND VERTICAL FACE CELLS AND WEBS. SPECIFICATIONS. EXPOSED METAL FRAMING CONNECTORS OR IN CONTACT WITH CORROSIVE MATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE 'Z-MAX'COATED, HOT-DIPPED F EVIEWED FOR CODE COMPLIANCE sTATO OF HORIZONTAL JOINT REINF. AT 16" O.C. IN ALL CMU WALLS. MIN. VERT:CAL REINF. OF#4 AT GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR CITY OF ATLANTIC BEACH COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT(ACZA ETC.) "s 48" O.C., FILL ALL REINF. CELLS WITH GROUT. 'to S REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS. SEE PERMITS FOR ADDITIONAL //////IIVAL BRICK VENEER SHALL BE INSTALLED WITH MIN 1" AIRSPACE AND MIN. 9 GA. WIRE TIES OR 22 U.S. STAINLESS STEEL AND ZINC-PLATED FASTENERS MAY NOT BE COMBINED. USE ONLY STAINLESS REQUIREMENTS ANID CONDITIONS 111111"o 6-28-201: GA. BY 7/8"CORRUGATED STEEL AT 16" O.C. WEEPHOLES SHALL BE LOCATED ABOVE FLASHING STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS USE ONLY ZINC-PLATED FASTENERS C.PAUL DIGIACOMO WITH ZINC-PLATED CONNECTORS. rr Y: -7 7-/'(::o FL PE#59660 AT 32" 0. FOUNDATION/WALL PLAN 0$-4- PLAN NOTES P.T. OX6 NOIL POST WISDIPSON ABUes DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OF SLAB W/5/a'ANCHOR EPDXY SET 7" DEPM ELEVATIONS ARE REFERENCED AS + OR-FROM DATUM. TO 24"xWxIO'DEPTH FOOnNG EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN. GRADE W/(2)#4 E.W. 0 (2)2xlO b AS SPECIFIED BELOW SPACED 16"O.C.: rC3 (2)23dO FOR"FLEXIBLE FINISH" Lq/180 DEFLECTION CRITERIA _L-1 2x4 SPF-OR-SP STUD UP TO NOM 8' WALL HEIGHT. (2)WO -8* 9 I-an 2x4 SPF-OR-SP#2 UP TO NOM 9'WALL HEIGHT. (2MO 55; C? 2x6 SPF-OR-SP STUD UP TO NOM 11'WALL HEIGHT. 51! 1 — ** A, 2 J.'a FOR"BRITTLE FINISH" L/240 DEFLECTION CRITERIA co is a[ A.E.1. 2x4 SPF-OR-SP#2 UP TO NOM 8'WALL HEIGHT. w4 ig (2)l 3/4-xll 7/81.7L4L 14 (2J2K) SDlP HDQ8 SIMP HDQ8 2x4 SPF-OR-SP #2 UP TO NOM 9' WALL HEIGHT @ 12" O.C. TO (3) END TO (3) END ALOHA ENGINEERING INC STMS 2x6 SPF-OR-SP STUD UP TO NOM 11'WALL HEIGHT. sms rB3 (2);!Xlo wy (2)WO 770 WAKEMONT DR. b' _r (2J2K\) 2aX) ORANGE PARK FOR"STUCCO FINISH" L/360 DEFLECTION CRITERIA Z�' \ L;F_ 6...j FLORIDA 32065 2x4 SPF-OR-SP STUD UP TO NOM 8' WALL HEIGHT. L!———————---—————— C E RT I F I C AT E C3 F --DOUBLE 2x4 STUDS WITHIN 4 FEET OF ALL A U T H 0 R I Z A T 1 0 N EXTERIOR CORNERS. N 0. :31 036 2x6 SPF-OR-SP STUD UP TO NOM 11' WALL HEIGHT. (2)W 24/32m SHEATHING EACH FACE (IJIK) U ANCHOR EXTERIOR WALLS SILL PLATES W/l/2" MIN DIA. OF WALL PER DETAIL EPDXY SET ANCHOR W/STANDARD WASHER AND NUT TO co MEET A MINIMUM OF(2)ANCHORS EACH PIECE AND BETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES AND MAX. SILL rC3-'\ ANCHOR AT 32" O.C.. INSTALL HEADERS AS INDICATED PER PLAN WITH]=NUMBER OF JACK STUDS AND K=NUMBER OF KING STUDS. w ev-9 ANCHOR SIMP HTT5 WHERE INDICATED W/5/8" EPXY SET 30"x3O'xl2* DEPTH FOOTING (2)2,8 THREADED ROD 6" DEPTH AND 26-10d TO STUDS. W/(3)#4 E.W. (IRK) Bl 00 ANCHOR SIMP HDQ8 WHERE INDICATED W/7/8" EPXY SET (2)W S3.1 F__/ THREADED ROD 6" DEPTH AND 20-SDS 1/4"x3"TO STUDS. L _L2j)_ _1 -I (2)l 3/4-xl4*LVL (2j)- % (W) L _J COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR T LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, co SHEATH OR SLEEVES AND PIPING. Wt� DETAIL VCH FACE SEE Sl SERIES SHEETS FOR GENERAL NOTES AND DETAILS w PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN N;s THEREIN ARE GENERALLY NOT INDICATED, BUT ARE Sw Hm SW HrM s— TO (2) END C2 To (2) END INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND (IRK) SWDS S3. sms TYPICAL CONSTRUCTION CONDITIONS OCCURRING 6 Pk I THROUGHOUT THE WORK. 7j" SHEATH ERTEIlIOR DATE- 6-28-2016 SHEARVALL PER -5981 0' SW HM DETAIL EACH FACE JOB NUMBER. TO (3) END 00 sms .4 4- FOUNDATION/WALL INDICATES 3/8" MIN DIA.THREADED ROD-OR- rn —0—————— PLAN r— QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE E —— REQUIRED. I TO (3) END cq III F SrUDS I j2hK) .1 rB 1-'\ DRAWING SHEET: L————————--J C., ce �Ey- r r� _T_ L F(2)2x6 m 11 (2)fta S-2 F --———— (lJlK) CEO> (2)2xB RE C> (2)2x8 (2)2x6 (IJM (lJlK) at" 1 4'-51 _f I 'AW Q PAUL S3. �E N, 0. 966 STATE OF rL—————————————- to LiFln 2)1 3/47xl6- ik LvL & 13 (2J2K) I OL T. T2-)i22 ///;/, 0 If A L -7'-6j" ///0111111W 6-28-2 C.PAUL DIGIACOMO FL PE#59660 FLOOR/LOW ROOF PLAN rB2 PLAN NOTES cv cv UNLESS NOTED OTHERWISE ON TRUSS PLAN,TYPICAL WOOD TF-USS 0 0 0 ;E T L&L uz; BEARING ELEVATION NOM. 11 FEET ABOVE DATUM ELEVATION (11-0"T.O.S. P.T.2A DEM B2 I-� I- iomm 0 18*O.C. ciol TYPICAL FLOOR/ROOF FRAMING SHALL BE PREFABRICATED WOOD W/Sw ume 3. EJ01 TRUSSES AT 24"O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES P.T. NOX OXG PM ABOVE WrrH SW AT BEARING WITH SIMPSON H8 ANCHOR-OR-QUICKTIE TIMBERLOK C816 TO WALL aw 148 TGOZ B2 SW HS WOODS REW U.N.O. BELOW 00.0 F09 rB2*\ BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT WHERE POE SIBLE. Sn& CS16 HIGH F09 ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS SMD TO A.E.1. '�91 Cjo *EJ01 W4 HIGH LO G05 DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V-BRACE sm, B2 F10 ALOHA E:NGINEERING INC 60-MAX.ANGLE AND(4).13lx3" NAILS EACH END,SPACED 10' APART 3. 0 ..45 lain 1 770 WAKEMONT DR. MAX. ORANGE PARK ANCHOR PATIO BEAMS AT WOOD BEARING WITH SIMPSON MTS L2 FLORIDA 32065 C E RT I F I C AT E 0 F OR SIMP LSTA18 EACH END. U.N.O. NOTCH PATIO BEAMS 3"A�D A U T H 0 R I Z A T 1 0 N SET BELOW TOP PLATES ON (2)2x STUD U.N.O. 0 N 0. 31 036 SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF I U, N Il- r-- rl I- w Q) a 0 0 c 8 9 22 0 0 CD C, 0 0 Cl c� EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERI4, LL LL LL L u- LL L.L LL LL u- u- LL U. u- u- SHEET Sl. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF rBl SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER tl—B I" MANUFACTURER AND MEETING COMPONENT&CLADDING WALL OPENING DESIGN PRESSURES PER SHEET Sl. BEARING WALL HIGH TOP PLATE SPLICES AT ROOF TRUSSES REI UIRE TG03 TGO6 A 3/8"THREADED ROD CENTERED ON SPLICE OR WITHIN 4" EACH I G034 SIDE-OR-SIMPSON SSP TO STUDS ADJACENT TO SPLICE OR TC Fl. 0 Q) HEADER EACH SIDE OF SPLICE. MIIIi U Fl COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS I IT 00 AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. 11 Jill 110 11 11 11 71 FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN TGll COMPLIANCE WITH ARCHITECTUAL DRAWINGS. F 12 F, > 12 SEE Sl SERIES SHEETS FOR GENERAL NOTES AND DETAILS F Fl �: PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THER IN F 12 Fl ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFIN E GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION Fl 2� CONDITIONS OCCURING THROUGHOUT THE WORK. rB2"\ F 1T Fl 12 Fl INDICATES 3/8" MIN DIA.THREADED ROD-OR- 0 I F15 =DATE- 6-28-2016 QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE Nwwo- TG09 0 JOB NUMBER-5981 REQUIRED. u- FLOOR/LOW TG1 ICN 11 ROOF PLAN 0 CQ I F19 F14 cq F20 0 1 2 12 1 2 Ll 11 F20 F18 F13 DRAWING SHEET: F17 (A.2 F13 rcl W4-.I-) -= \�!Y- S-2.1 F17 F13 F16 F13 F16 F13 F16 F13 F16 F13 ...... rBi*� S3. 0-1 Sal F16 F13 TCZ19 o 0 F16 5 6 �SfWP H8 Sw TrnA 2)SW M12 0 ". OF SWSON HUC612 P.T. NOM. OXG POST ol P.T. 2x8 DECK fAL P.T.NOiL SZO POST iolm 0 16*O.C. ABOVE WITH SW w/Siw Uwe MAN TO(3) 6-28-201( CS18 TO POST W DEM J BELOW BEI,"OW C.PAUL DIGIACOMO L PE#59660 HIGH ROOF PLAN PLAN NOTES rAl UNLESS NOTED OTHERWISE ON TRUSS PLAN,TYPICAL WOOD TRUSS (2JIK) BEARING ELEVATION NOM 10 FEET ABOVE DATUM ELEVATION 0'-C" F.F.E. 2) 2) 2) FIRST FLOOR 0 ljl�(2)W (2)2x w w 0 (2)2x4 TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD (in TRUSSES AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES Cp 0 C� 0 0 00 6 ci AT BEARING WALLS WITH SIMP H8 ANCHOR -OR-QUICKTIE 0 w w w ui w w w m TIMBERLOK WOOD SCREW U.N.O. N 04 cli 0 0� C> CJ04 M (2)2xlO+—A A3 w w w J02 BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE S3. U 1 Ri al JN CONSTRUCTION BRACING PER BCSI AS PERMANENT WHERE POSSI 3LE. CJ05 70-3 rAf\ ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRJSS sw ssp A.E.1. DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V-BRACE TOP Fun I w 600 MAX.ANGLE AND(4).131x3" NAILS EACH END, SPACED 10'APART TO Sm (I K) L�j r, T04 ALOHA ENrlNr=E:RiNG INC MAX. (2)2x6 T 770 WAKEMONT DR. (IRK) ORANGE PARK SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF T05 rA3�\ FLORIDA 32065 EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA C E RT I F I CAT E 0 F SHEET S1. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF T06 A U T H 0 R I Z A T 1 0 N N 0. 31 036 SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER rA3 T07 MANUFACTURER AND MEETING COMPONENT&CLADDING WALL u OPENING DESIGN PRESSURES PER SHEET S1. T08 BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8"THREADED T09 ROD CENTERED ON SPLICE OR WITHIN 4" EACH SIDE-OR- SIMPSC N (2)2x6 SSP TO STUDS ADJACENT TO SPLICE OR TO HEADER EACH SIDE 01' (2)W SPLICE. T15 u T15 z COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS LA W J_: Z AND DIMENSIONS OF OPENINGS, RECESSES,SLEEVES AND PIPING. T16 FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN (2)2xG COMPLIANCE WITH ARCHITECTUAL DRAWINGS. T17 (2)2x6 00 SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DE7AILS T17 PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIP 1 0-4 "t ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE T17 Z cn GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURING THROUGHOUT THE WORK. T17 (2)W INDICATES 3/8" MIN DIA.THREADED ROD-OR- Al (IRK) L QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4"WHERE T17 rAl-\ REQUIRED. RODS NOT SHOWN ON THIS SHEET S2.2 TERMINATE T17 AT TOP PLATE FIRST FLOOR OR SILL PLATE SECOND. T17 (2)W (Ijlx) DESIGNATES HIGH CONCENTRATED LOAD. INSTALL T17 --TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF DATE. 6-28-2016 STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE T16 JOB NUMBER:5981 AS INDICATED BELOW. T15 HIGH (2)2x6 ROOF PLAN M (2)STUD MINIMUM. SIMPSON H10S T15 (1AK) (2) STUD MINIMUM. SIMPSON LGT2 A3 1 T15 m DRAWING SHEET: T15 A3 C"> T15 \�!-y S-2* (2)2x6 (ljlK) T14 T13 T12 Al T11 /'A3'\ T05 0-1 (2)2x4— WHO No. 966 0,:: 2 2)saw Ha 0 2)2x8 2) 0 OF (2)2x8�CJ05 'Aul M CJ05 S4.1 CJ04 RID..-* CJ04 ......... 45� < < < < I IN< A 9 cli 04 N c\1 C1 0 0 0 0 0 c' w ww w w w w I I w 6-28-201( (2)2x8 (2)2x8 (2)2'x8 C.PAUL DIGIACOMO FL PE#59660 CUT EVERY OTHER WERE W.W.F. IF USED SAW CUT JOINT 1/4"xl" W.F. IF USED .1 4 F.F.E x x 1#4 VERT. W/FTG. VPLACE 1#4 vp; W/m. F.F.E PLACE 1#4 VERL DTLS. TO MATCH CEM DWLS. TO I ATCH IN ALL j �4 rDWLS 4 IN ALL END CELLS CLOSEST TO TEZ CORNER CI M OR IN LO 0 4, 'd INTIMSECTION. CLOSEST C LL ADJACENT T T 0 AM CO,INERS. ..I I IEI I M I I I I Mi I iEd I I III:- M I I= VAPOR RETARDER END OF WALL- —VAPOR RETARDER Al TYPICAL MASONRY REINF. AT DISCON-IrINUITIES _A2 TYPTCAL CONTROL JOINT A3 TYPICAL SLAB ON GMDE RECESS ALDHAENGINEIERING INC 1/2' 3/4"=1, 3/4"=1' 770 WAKEIVICINT DR. A35 STEEL ALL THREADED ROD 03 pp ORANGE PARK 2 -OR- QUICKTIE QTB PER SHEET ,_--A36 STEEL AM THREADED ROD FLORIDA 32055 STUDS 0 16* O-C S1. (U.N.O.) SHEATHING PER -OR- QUICKTIE QTB PER 0 E R T I F I C AT E 0 F SHEATHING PER SHEET S1 "op SHEET S1. (U.N.O.) A U T H 11 R I Z AT 1 0 N SHEET S1 N 0. 31036 OPTIONAL BRICK VENEER ____P.T. SRI PIATE W/ANCHOR OPTIONAL BRICK VENEER P.T. SILL PLATE W/TIES 0 16- O.C. PER SHEET S2 W/TIES 0 16" O.C. P.T. SUL PLATE W/ANCHOR F.FE #4 CONT. PER SHEET S2 #4 VERT. 0 48- O.C. a. A.44 SOLID GROUT BELOW GRADE- #4 CONT. SOLID GROUT BELOW GRADE— 1 #4 CONT. 46 4 — ' %4 " -, A 4 4 4 4 8" 1 d1N. 4 .4 8" 4 —11 M I M I I'E-1 I I Ed I 1=1 I 1=1 I Ed I I= Tn=7 .4 (2) #4 CONT. 25" lug LAP. BEND AROUND CORNERS 8" NOM CMU GROUTED f-12- 8" NOM CMU GROUTED f 12' VARIES SOLID W/1 #4 VERTICAL 00 e_� #3 OR ROD CHAIRS SOLID W/1 #4 VERTICA�j 4-COURSES MAX. DWL AT 48" O.C. �j 0 0 O.C. 8- -COURSES MAX Dn AT 48" O.C. 8. 12" IdIN. 12'.�w. ... T.O.G. TO B.O.F. L 1131 T.O.G. TO _TI m 111:- 3/4" V B.D.F. 1=1 I E SOLID GROUT 10" 10" -4 Id 3 OR CRAM 0 EW .#3 OR CHAIRS 0 48" (3) #4 -or 4 x__ I IIP 20" (3) #4 -or 11_=� (2) #5 CONT. C> (2) #5 CONT. Ik W/O BRICK 25" KIN IAP, BEND k— W/O BRICK 25- NW LAP, BEND CENTER ON CMU CENTER ON CMU AROUND CORNERS DATE- 6-28-2016 AROUND COP14ERS ,F , lllllllll .4 OPTION TYPICAL STEMWALL FIG WISLAB OPTION TYPICAL STEMWALL FOOTA JOB NUMBER:5981 1 #4 CONT. A36 MEL ALL THREADED ROD 12" A36 STEEL ALL THREADED ROD VARIES :11 I=- - 1 .1 — I I -OR- QUICKTIE QTB PER SHEET DETAILS 4-COURSES MAX. 0' NOM CMU GROUTEE SOLID SHEATHING PER : I-- -----OR- QUICKTIE QTB PER SHEET SHEATHING PER SHEET S W/1 #5 VERTICAL AT ,t8- 0. SHEET S1 S1. (U.N.O.) S1. U.N.O. C2 12" HN. 6. TA.G. TO B.O.F. OPTIONAL BRICK VENEER if 4 (2) #4 CONT. 25- KIN OPTIONAL BRICK VENEER O.C. I 1� 14 W/TmS 0 16 DRJ LWING SHEET: -d . . ... LAP. BEND AROUND W/TmS 0 16- O.C. Ill, I I P.T. SILL PLATE W/ANCHOR .. . . .1 CORNERS P.T. SELL PLATE W/ANCHOR PER SHEET S2 A PER SHEET S2 10" SOLID GROUT BELOW GRADE I SOLID GROUT 1 #4 CONT. BELOW GRADE F.F.E S-3*1 8. 4 VERT. 0 48" O.C. 8. #3 OR CHAIRS 0 48- hfIN. u 14, 1.1_�i I MI I F.F.E. T.O.C. F.F.E. T:) T.O.G. Id 4 4 16 1� F.F.E 4 1=1 I 1=1 I P W/ BRICK 40 W/O BRICK__� 8" NJN. 16" MAX Au A 4- F.F.E. D T.O.G. 44 CENTER ON CMU 12"UIN. 4, 'PAUL TYPIC T.O.G. OPTIONAL AL C MU EDGE I Mi I 1=1 I HI F.F.E 12-61IN. A _x, X—X---7—x—. - J 4 T.O.G. #3 OR CHAIRS 0 48" 660 'd 4 (2) #5 -OR- (3) #4 M I Itti I EEI I I 6"X12" EXTENSION pa CONT. 25" baN LAP, 12 #3 OR CHAIRS 0 48- W/(1) #4 CONT. 14 BEND AROUND CORNERS 0 BRICK LOCATIONS ONLY STATE OF VAPOR RETARDER "I 6"x12" EXTENSION (2) #5 -OR- (3) #4 W/(I)#4 CONT. CONT. 25- NM IAP, ol BEND AROUND CORNERS 0 IVA -f (2) #4 CONT. 25- N[IN L kP 0 BRICK LOCATIO S 16" 16" L I 2' BEND AROUND CORNERS /0,111111W 6-28-201( ci TYPICAL EDGE C2 TYPICAL MONOLITHIC FrG W/SLAB C3 TYPICAL MONOLITHIC FOOTING. C.PAUL DIGIACOMO 3/4"=V 3/4'=11 3/4"-V FL PE#59660 1 -A. >< 2-<. SEE ARCH. FOR TREAD AND RISER DMEN. .7m—pr PREFAB WD. TRUSS 4 DOWELS PER MANUF. 1) #4 CONT. BUILD UP WALL. SYP #2 PLATE. W/.131-x3- NAILS CONTINUE SHEIMAR WALL PREFAB WD. TRUSS—\ '�"��#4012" E.W. bEd Aa .4 SHEATHING TO BELOW FLOOR 3" O.C. STAGGERED TO TOP PLATES SHEATHING ONE SIDE PER MANUF. OF BUILT UP WALL� A.E.1. Al TYPICAL CONCRETE STAIR A2 ALOHA ENr.INEE:RlNr. INC 1/2" 1- 2x4 CONT. BLOCK W/.13lx3" 2x4 CONT. BLOCK W/.13lx3 NAILS 6" O.C. TO TRUSS NAILS 6" O.C. TO TRUSS 770 WAKEMONT DR. BOT. CHORD. BOT. CHORD. ORANGE PARK FLORIDA 32065 o o 2x4 CROSS BRACING 0 24" 0 E R T I F RIC AT E 0 F A U T H 0 1 Z AT 1 0 N o O.C. W/(3).13lx3" NAILS EACH N 0. 31036 END TO TRUSS BOT. CHORD. U o LE�j o��o LEK BUILD UP WALL SYP #2 PLATE. W/.131-x3- NAILS A3 PREFAB WD. TRUSS PER MANUF. CONTINUE SHEAR WALL SHEATHING TO BELOW FLOOR o 3" O.C. STAGGERED TO TOP PLATES 3/4" SHEATHING EACH BEDE 2x4 CONT. BLOCK NAIL BOT. CHORD OF TRUSS OF BUILT UP WALL 0 AND TO TOP PLATE W/.13lx3" NAILS STAGGER A2A SPACED 4w O.C. 3/4'-V 23/32" APA RATED WALL o SHEATHING EACH FACE 2) 2x4 SYP #2 TOP PLATE. APA RATED WALL W/.148x3" NAILS AT 2" O.C. 00 LAP 48- WINAILS 6- O.C. MN. SHEATHING PER SHEET St PER P.T. SELL PLATE W/l/2- MM MAL 0 2x STUDS AT 18" O.C. pIAN ANCHOR EPDXY SET 7' DEPTH AT AT 16" O.C. SYP #2 BASE PLATE W/ 12" O.C. 3/8" x 4' LAG SCREWS AT SIIIP SSP EVERY OTHER STUD F. X 32" O.C. —OR— QUICK—TIE TO BILL PLATE. TUMERLOCK WOOD SCREW U.N.0 PER /4- T&G PLYWOOD SUBFLOOR GLUED R, AND NAIM. 1. A 1 11 z z 4 2X4 RUNNER BOARD I I M —111 Bi DAM 6-28-2016 (2) #4 CONT. 25" WIN LAP. JOB NUMBER-5981 16" BEND AROUND CORNERS C'*> #3 OR ROD CHAIRS t 0 48" O.C. C> L)ETAILS SDIPSON H8 EACH TRUSS —OR—QUICK—TIE TBIBERLOCK WOOD TRUSS PER MANUF. WOOD SCREW U.N.O. [*'�(2) SYP #2 TOP PLATE. B3 TYPICAL STEPDOWN @ EXTERIOR DRAWING SHEET: LAP 48- W/NAELS 6- O.C. 3/4'=V APA RATED WALL B2 MM. —OR— BEAM PER PLAN SHEATHING PER 3/4"-1. -30 SHEET Sl �o APA RATED WALL oo S APA RATED WALL SHEATHING EACH TFAC_�Ej_--__,." 0� 10 REDUCE NAILING TO 3" O.C. P.T. SILL PLATE ANCHOR PER SHEATHING REDUCTE----,,Ol lo SHEET S2 NAILING TO 2* O.C. ol 0� P.T. SELL PLATE W/l/2- MM DIA. ol oo ANCHOR EPDXY SET 7* DEPTH AT IF-FE ol P.T. SaL PLATE W/l/2- NM DIA. 11 1 s" O.C. ANCHOR EPDXY SET 7" DEPTH AT 4 -14 4 6" O.C. oo L 77— 4 L' F.F E 4 .<4 -A E Ida. 051 8" 'wUN. ..44 Id 4 l7ii LL _77 71. 1 1 N1 I I 4 No. 0 0 1=1 I 1=1 I M 8 '11 N. 66 I lEd I M I Mi 7 8. (2) #4 COW. 25" mw LAP, BEND AROUND CORNERS le" IEEI 1. #3 OR ROD CHAIRS (2) #4 CONT. 25" MN LAP, OF 0 48" O.C. BEND AROUND CORNERS (2) #4 CONT. 25" MM LAP, 4'ZORIV�" I w 16" #3 OR ROD CHAIRS 'p BEND AROUND CORNERS oo, 0 48" O.C. R'......... 16" #3 OR ROD CHAIRS 10 IVA L 0 48" O.C. 6-28-201( cl C2 C3 TYPICAL INTERIOR BEARING C.PAUL DIGIACOMO 3/4" 1' 1/2" V 3/4"=1- FL PE#59660 SIMPSON H8 3/4- FLOOR SHEATHING PER SHEET S1. SIMPSON 118 ANCHOR ANCHOR –or–QUICK–TIE TIMBERLOCK WOOD SCREW U.N.O. –OR– QUICKTIE 11 TEMBERLOCK SCREW >< ;_5s U.N.O. PRE–FAB WOOD TRUSS PER MANUFACTURER. PRE–FAB WOOD TRUSS PER (2) 2x* SYP #2 TOP PI ATE. o MANUFACTURER. LAP 48- W/NAILS 60 O.c. xx TOE NAM TRUSS TO TOP PLATE >< o W/(3) 12d NAELS. --- 2x* STUDS 0 16" O.C. INSTALL o SIMPSON SSP TEE PLATE >< <�ORTRUSS PER MANUF. 2x CONT. FASCIA BOARD. A.E. I SHEATHING PER SHEET Sl EVERY OTHER STUD TO TOP 0. (2) 2x SYP #2 TOP PLATE. 16d NAILS ALOHA ENriNrr_ERlNr3 INC PLATES. (U.N.O.) 2x4 BRACE 0 24 C_� 6* O.C. LAP SPLICES 48. W/(3).13lx3" EACH END (2) SYP #2 TOP PLATE. o SHEATHING ATTACH PER 770 WAKEMONT DR. UP 48" W/NAELS 6" O.C. MEN. SHEET S1. A36 STEEL ALL THREADED ROD ORAN13E PARK Al CONT. W/2x2xl/8- PLATE, WASHER FLOR10A 3ZO65 o & GRADE 2 HEX NUT (U.N.O.) 0 E R T I F 1 0 AT E 0 F o A U T H 0 R I Z A T 1 0 N A2 2x STUDS AT 16" O.C. –OR– QUICKM QTB N 0. 31 036 ANCHOR 3/4" 1' U.N.O.. CONT. THRU. FLOOR BEAR17 STAGGER W/TRUSSES. SW SSP EVERY OTHER STUD Q SYP #2 BASE PLATE TO SRI PLATE. A3 TYPICAL TOP PLAT—E FLOOR SHEATHING PER SHEE r Sl SYP #2 BASE PLATE W/ 3/4' 1' 7 7 7— 3/8" x 4" LAG SCREWS AT 3 - O.C. –OR– QUICK–TEE FLOOR SHEATHING PER SHEET Sl o 2 U TEMBERLOCK WOOD SCREW AT FLOOR SYSTEM WHERE SHOWN SHEATHING PER U.N.O. ON PLAN. SHEET S1. Q) Z71 o 0 00 o 0 0 EXTERIOR WALL BELOW INc.TALL TRUSS –OR– BEAM PER PLAN Q) 2x4 BRACING AT 48" O.C. wA3).13lx3- DO NOT SPLICE WALL SHEATHING EACH END ATTACH PER SHEET Si TO TOP TRUSS OR BUILT UP WALL PLATES AND BEAM AT G" O.C. (2) SYP #2 TOP PLATE. LAP 48- W/NAELS 6- O.C. ME!- B2 STUDS AT 16" O.C. U.N.O. 3/4* 1' HEADER PER PUN (2) SIMPSON LSTA18 RAT STRAP. (2) FULL–LENGTH 2x STUDS ATTACH B 1 MINIMUM BEARING WALL AND HEADER BRICK LINTEL STUD REQUIREMENTS(u.N.o.) SCHEDULE �To ADJACENT STUD WITH .131'x3" DATE 6-28-2016 HEADER NOT19- LuqTzw ARE NOT NALLS STAGGER SPACED 6" ON CENTER JOB NUMB -5981 o'-6' 6�-8' 8�-12' 12+'—-18 LOCATED ON PLAN. PROVWX EACH PLY. CONT. THRU. FLOOR BEARING SPAN (FT.) IN VAIM M TIM SCIIEDME. (2) 2x HEADER STUDS ATTACH TO NG DETAILS ANCHOR —LUITELS AT ALL OFEMGS SUPPORTING STUDS 1 1 2 2 ADJACENT WITH .13lx3* NAILS STAGGER STAGGER W/TRUSSES. END OF HEADER L3"x4"x3/8*LLV -- Ll L FOR BRICK LlIfTEL SPACED 6" ON CENTER EACH PLY. FULL LENGTH 1 2 3 3 ()UX OPEMG STUDS DRAWING SHEET: FULL LENGTH FOR BRICK L114TEL ANCHOR SYP #2 BASE PLATE L2 L lb*xs'x3/8*uv I STUDS 2 2 3 4 oux OPEMG CONT. W/2x2xl/8" PLATE, WASHER Orman Tw lop Ll I UNSUPPOWID'WAU & GRADE 2 HEX NUT (U.N.O.) S-41 FLOOR SHEATHING PEIR SHEET Sl SHEATHING PER SHEET S1. 2x SHEATHING NAIM HEADER SCHEDULE WALL SHEATHING PER SHEET Sl —7-7= U.N.O. MAX MARK SIZE TYPE >>- loll CLEAR SPAN A 0 N, 0 B2 (2) 2x6 LUMBER, NO. 2 0 STRAPS FII.E c 3f REQD. y SO. PINE 660 B3 (2) 2x8 LUMBER, NO. 2 61 : z 0 op 0 00 SO. PINE 2x P.T. BASE PLATE \'�WOOD TRUSS PER MANUF. I " o OF 0 0 0 (2) SYP #2 TOP PLATE. LAP 48- WINAELS 6- C.C. MIN. FOR NON LOAD BEARING PARTITIONS, PROVIDE SINGLE JAMB STUDS WITH ool/ HEADERS NOT LESS THAN SINGLE 2x4 SET FLAT FOR OPENINGS UP TO 96" 4 4'. NA L \=STUDS AT 16* O.C. U.N.O. IN WIDTH. . 4 < 'A A A ///////MI IIW 6-28-201( cl C2 HEADER SCHEDULE C3 TYPICAL GARAGE HEADER C.PAUL DIGIACOMO 1/2"=V FL PE#59660 .......... .......... ............ .................................t4.. A 1' cyl ro IC%4 M PWJ.E1'n w E LOCA ON: LL_ s u.j u.... ...... LLj------------ F-........... .. ......... .......... LU.............................. ... Ce ............ ... ....... ................... ...... ... ............. ........................... ..................... . ...... .... .............. .... ...... ........ Lu F_ .......... .............. Lj_s Lu .................. Lu .. .......... .......... .......... ........................ ............. Ln EIGHTH STREET EIGHTH STREET F_ ....... 00 (401 RIW) (401 R/W) ........... . . . ...........CONSTRUCTION PARKING ............ WILL BE IN FRONT YARD MATCH EXISTING GRADE PAVER AREA ......... .. ................EDGE OF PAVEMENT EDGE OF PAVEMENT . ......... '77/ X y > >;y y ........ -------------------------------- -------y y VICINITY MAP> N.T.S./y,-O-LET PORT< _T=—TS31—T33—M—I wimp I Tn fn<450.001(PLA1) > (PLAT)450.00 P,ROPOSED SITE STATISTICS LL_ > 450.12'(ACT)450.121(ACT) >%/Z' Ln SQUARE ACRES PERCENT>8'X16' FEET OF SITE>x > CABBAGE PALM TREE 7YP.)1 E 6,500 SF 0.15AC 100.0%C) PROPOSED SITE AREA Lu C:) DUMPSTER LL_> y-x 12" BU E E2 <ILDING FOOTPRINT AREA 2,51 0 SIF 0.058 AC 38.6% .y. PAVER AREA(1,303 SF X 50%) 652 SIF 0.01 5 AC 10.0% > 0 X` PROVIDE 4"PVC RUNOFF> 3,162 SF 0.073 AC 48.6% 6.5 8.5 TOTAL IMPERVIOUS AREA rn x AT RIGHT OF WAY LLJ 51.4% 3,338 SF 0.077 AC r PIPE WITH POP-UP DRAIN TOTAL PERVIOUS AREA PAVER DRIV�EWAY CU AND WALKWAY >> aY)PAVER STEP LEGEND 12" TREE TO BE REMOVED 0 112 TREE PROTECTION BARRICADE C) P/I A/C PAD 5*33 01 4-J Lr) SILT FENCE r'4 u')INSTALL'SILTSAK`ASSEMBLY OVER EACH EXISTING RECEIVING INLET PRIOR TO SITE u_2 01 WORK AND LEAVE IN PLACE UNTIL AFTER PROPOSED 2 b M CONSTRUCTION IS COMPLETE RY RESIDENCE STO C6 C5 ch C; Cs CD1 foe rn Cn (" Cn DRAINAGE FLOW ARROW LOT 21 T-1 FF EL 10.50 LOT 17 LOT 21 V-4 FF EL 10.50 LOT 17 C: V_ BLOCK9 BLOCK 9 BLOCK 9 BLOCK 9 0- 0 CD Lu 11.00 PROPOSED SPOT ELEVATION CD CD z CD Ln LON Ln 0 CD CD Lr) 0 CD I u C=) PROPOSED DRY RETENTION AREA RIM 9.0 BOTTOM 8.5 OFFICE COPY 6.5 1 REQUIRED TREATMENT VOLUME 560 SF r -y PROPOSED TREATMENT VOLUME 598 SF (SEE ATTACHED DRAINAGE CALCULATIONS)> R EVIEWED FOR CODE COMPLIANCE 1 A CITY OF ATLANTIC BEACH fu y Y-......................................... ..........................-------------- SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS IREMEWED BY.- all DAM-21Y,16 Y , TION AREA y Y, INDICATES AREA OF SITE TO BE /> > >> > OPTIONAL POST POSITIONS x > VIA GUTTERS AND DOWNSPOUTS >/ AND GRADING y>1 YX 5.5X7' COUNTER 200 TOWARD FLOW PRINCIPLE POST POSITION 53XT 911 20' BAL SUN 6 co-4 SHELF SHELF 12 FILTER FABRIC> 53XT 18'X14'POOL 18'X14'POOL HOT TUB HOT TUB SILT FLOW SILT FLOW aX X**-X" X% x > I=.I I =1 I FE X _.y y 12/> > 6 POST(T X 4'OR 2 1/?MIN.DIA. z i PIP. WOOD-STEEL 1.33 LBS/FT.MIN) V MAX S89049'14"W 50.00' S89049'14"W 50.00,LOT 22 LOT 20 LOT 18 LOT 22 LOT 20 LOT 18 00 C� BLOCK 9 BLOCK 9 BLOCK 9 BLOCK 9 BLOCK 9 BLOCK 9 rk-1 I I C1 Date 05-16-16 T_ FILTER FABRIC(IN scale AS SHOWN CONFORMANCEM SEC.985 FDOT SPEC) Job SITE AND CONSTRUCTION MANAGEMENT PLAN DRAINAGE AND SEDIMENT CONTROL PLAN Sheet TYPE Ill SILT FENCE DETAIL SCALE:1"=10' SCALE: 1"=10' N.T.S. AOn 1 10'4" 21.4w 4- J. 101.8" 9 41.3w 41.3" 11-10" 6-2" 51.2p BUMP-OUT WALL 1.8w WITH TUB FAUCET 14 20'-4w 10 (SEE DETAIL SHEET) M 714N71.4w 9'-6" 9'-6m .......................................................................... 10 J* 10 4-1 Z 3 LU 8wX8"WOOD I ST FLOOR N ......x. COLUMN(TYP.) V*4 C14' BELOW(TYP.) TUB 70RL X 30"W 0 Z-4 p--q 0 %f X..... X., Y.. x MASTER BATH Lu RAILING 4060 SH x". Ce 1O'CLG. x % % STEP DOWN SHOWER ......... > vX NOOK .......................... 3060 SH -----------Ad-.M�..............AO SH REAR BALCONY Ln 7'4wX5'-2" INSET IN FLOOR LL > 121-075�20 < X", < Z-4 LLJ 10'CLG. !Zj �`�/. /.,. y, - I'... "' -.1 /` (0 2SHOWER % 1m__1 uj I TCLG. C> En ce- SHOWER WITH GLASS HEADS cn: 00 F /* C�o CC) Ar" Ir CF) C14; ................................. X%` ENCLOSURE AND C%Q 3060 SH 3080 F EN % % TEMPERED GLASS DOOR x" :�x 31.40 51411 DINING ROOM f)A CD V C=> x 21 B SPRAY cvl.� 6 '%Z%,Y� I. . X X " . :5�."X :C0 13'-8NX1 V-1 On CIO X I VCLG. ^71"' y Cn ....... ...-.........---------------- ............................................. .................. .............. R&S Lu INFA 60BU'FRENCH 6080 FRENCH ZE CIO Z-4 C? IIS ER HEAD TRAY CEILING W cd MASTER CLOSET#2 Ir Ce 8 01 21 41 41-211 51.8"X71.0" ----------- ------------------------- ----- MASTER BEDROOM 10 1O'CLG. %I C'm C? 19'4"Xl6'-6" % 10'CLG. 80 % % R&S u SOUND PROOFED WALL C%4 R&S % %I M C) (SEE DETAIL SHEET) C> R&S U- 6 T 51.6w U L,n. �0 11 :cn WERW11H....W..88........................STEPDOWN........................ W MASTER CLOSET#1 Lu ;CAD 06 C.9 Lu 0 LIVING ROOM ENCLOSURE AND SHOWER INSET I so 7z 141-0781411 23'-10"Xl9'-7" TEMPERED GLASS DOOR IN FLOOR 0 Lu 1O'CLG. U.) to 0 20 1 cle> I 1'CLG. 91-811 51 L# /4\�-6 vi E C� % u Zz> 3080 DIN KITCHEN R&S C_ SOUND PROOFED WALL io'-2wXl6'-Ow CD R&S % (SEE DETAIL SHEET) 1 1'CLG. VERIFY DEPTH WITH Cn. % C> u % CLOSET OWNER FOR FLUSH Co INDICATES WALL WITH C"I 20 14741-81 /-REFRIGERATOR IZ &n SHIPLAP WAINSCOTTING 10'CLG. INSTALLATION mut- (TYP.)(SEE DETAIL SHEET) R&S 6W X-10N 19 -8781.5w BEDROOM#4 41 4080 BARN DOOR 4080 BARN DOOR BEDROOM#5 R&S 10'-871 V-1 1 1O'CLG. 3 0 11'-10716-5w 10'CLG. REF 4080 BABY GATE 4080 BABY GATE 10'CLG. -!t A---- C=) I OHC co POCKET DOOR POCKET DOOR Lzr zudu L? 0 PANTRY "LOSE FUTURE WET BAR; W INDICATES WALL WITH I L6 I 1'CLG. !;z 6 1 00 4 "XT-1 1 79-W PROVIDE H/C WATER AND 0 0 cc ...CD--- cc Co u; Cfl) cv� C:) SHIPLAP WAINSCOTTING O'CLG. .8w 0? 29 6 Cn: to (TYP.)(SEE DETAIL SHEET) 31.-2R 31.6 3 L J 63 1- SEWER TO THIS LOCATION I C> Lu V*4 kjo 10 Ln 2080 % 5-SH CQ CX5 r..4 Co C3_ > % OHC V) rq N R&S JY V SHOWER WITH GLASS F RECREATION ROOM Cn: % CLOSET ENCLOSUKAW110, fu .811 U- 16-2716-0" 41 Cn cg:,: LASS DOOR _TEMPEVTG T-476-Ow w c)I co C*10 LAUNDRY b 11 CLG. C.0 C>1 C"N .2 ..T �.o IO'CLG, Lu 9'476-10w 2068 41.6" g//4n 1, 21.6 jo 51.6n Zn, 61-811 6 NKLESS LOUVERED > rt C: V_ 10 C) Cn: 1O'CLG. a I in C>: 1WH 1.10" .1 2680 1 % JR&S % % 0 0 6 STORAGE UNDER F-- j w Ce Lu 14 Ln LINEN STAI RS ;9 6 Z*.1 20 C::o C> C) HA4DF IL STEP DOM SHOW:_R -C u AIC P'A)* 12680 POCKET w co 13L L V-6 .4 z CL fu co 168 rn DONN INSET IN ELGOR -.a*- BATH-, LANDIN I 1 11 Cj_: 0 6 4 %.0 Ld. 4 10 Li = M: 414N 14.8w 15'-OPX8'-10w L* �!e U Lp W uj: C) 1-: ij1LI;G Z�l z=1 % fA 4� 1 1 1 1 1 1 O'CLG. C) C=� a Cl 011� % 61-81 SHOWER WITH GLASS C=0 co: - E TANKLESS I STORAGE AREA 01 .0 WH 1 1-1 OwX4'-3N 168 STEP DOWN C? (18) CMO miM STAIRS WIT SHOWER I SET 1 1'CLG. R&S BATH, Lu 11"TREADS AND 91-0771-Ow IN FLOOR 3080 CLOSET 2680 AoA 51-0741.8w 7 20)7-7/16"RISERS Cn 1O'CLG. 41.2w 314" 2'.6" 51.6 I C9 FOYER coed 10'CL 29 R kILI qG CO Lu co Co Cl? I 1'CLG. I C�p Cn: cm co: UP I SELF-CLOSING 20 CWI> 1111111�� __r - % - C=): LANDING 2680 80 % cr>i MINUTE FIRE RATED 1 -1 1.1 ON .1011 co 5 31-row L 1, DOOR -1 308Q % Xy'X 2646 SH 2646 SH ............. ........................ BEDROOM#3 %5 X.. I -Ow -0" C9 5' X1 4' :;r BEDROOM#2 GARAGE OUTDOOR SHOWER-/ CC? 1O'CLG. Z%4 14'4712'-10" cn 16-2719W c"_ 10'CLG. '7n 80 1 1'CLG. ZM1 cn CLOSET 11,y /x 'e""., 1OCLG. 15'-6" > C .5;>'. *%. X .:j X ,11-2N 21 17' Y- 5"*Y..:,. / 3Q10 SH -------------------------- ............ ................. Cx> > > ly 4'.5 1/2 71.7" 3A 1 f/2!] N 91.3" 51-21/2 L# 307$ __1h CD 0< < L 30801 1- .......................... ................ C5 U) t.0 f". My) V_ y",'ley" Y> 16 19, Zb FRONT BALCONY 19'-2N 01 < -OWX8'-O"GARAGE DOOR BUILDING AREAS RAILING ILING RAILING RAILING /< N % < 1 ST FLOOR HEATED AREA 11547 SF > 91w8" 91-F co 2ND FLOOR HEATED AREA 21312 SF 91-0 1/2w 71-611211 71-711 9 N. TOTAL HEATED AREA 31859 SF .4 8 1/2w 71.6 112H T-61/2"1 8 1t2w GARAGE/STORAGE AREA 434 SF �8 1120 8 1/2 If 4q 41 0 FRONTPORCH 272 SF 35' 161.6n 16-60 Lo BACKPORCH 244 SF Date 05-16-16 35' FRONT BALCONY 178 SF Scale AS SHOWN REAR BALCONY 62 SF TOTAL UNDER ROOF 5 049 SF OFFICE COPY Job 2ND FLOOR PLAN Sheet 1 ST FLOOR PLAN SCALE:1/4" V-O" SCALE:1/4' 1'-0" Aini v u ............I 1 ST FLOOR 141-811 20'4w A Lu 10 BELOW(TYP.) 21'4" Z-4 ro M C%j ly ly y "Y .... ....... ....... ......... ....... ........................ ............ ................ 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Co 2ND FLOOR BELOW(TYP.) ..... ......... ............................................ ......... ............... .. .............. ------------------------------------- C�N �y \....Y. / Y, Ln 0 z----------------- ----------------------------------------------------------------------------------------------------------------------------------------------------- ........... ------........................................... ........................----- ........... ........................................... ............ 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Ln SMOKEICARBON MONOXIDE DETECTOR "�3 9.0 on TANKLESS GFC1 V07 OPTIONAL FLOOD LIGHT WH 1'X4'FLOURESCENT LIGHT NOTES: 1.ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL CODES. SB ELECTRICIAN TO VERIFY. . ...... 2.ALL FIXTURES TO BE CFL OR LED. ---- ----- 3.ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED. fo 3 LOWER OUTLETS TIED TO SWITCH(TYP.-2) x ......................... .......................... GFC1 GFC1 .7...7- USB ----- ....... ....... > X111 > %5� > 2. ul) 0 < in 5'AFF-- i /5, > 2 ., GFC1 QFC1 3'PVC FOR TV 5'AFF USB WIRING X > 3n PVC FOR TV X., % N. WIRING LOWER OUTLETS TIED 34" < Y, TO S -2) WITCH(TYP. WP/GFCI x X", ..........------ ---------- < tAlm FC1 ..................... > > 00 6 Ln /> 110 Y` X.. ... ..... < F7 lie 1z Nil >1 VN ....... .. 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CUSTOM RAILING WITH ....... .........................---................................ ....... ...................... ............................ ........-...........................--------.......................... ...... ---------------------------------- ------------ --------- ---------- ----------......... ........ ................................ ...I...... FRONT BALCONY(TYP.) ........... ------------------ ........ ....... ...... F= IwXlw SPINDLES(TYP-) .............. ............... ............. C> DECORATIVE BRACKET ............... 0�0 PER OWNER(TYP.) ............... ....... 70 Ch BUMP OUT(SEE DETAIL ........... ....... ............... . ....... COACH LIGHT(TYP-) SHEET ...-.1-...... ....... ........... ......... ........... ............. ........... 4 moon i :�4-q ............... SEE DETAIL SHEET FOR TRIM AT IF F] ......... .... FRONT DOORS AND WINDOWS .............. L-----------i -----.......... ........ CUSTOM COLUMN(TYP.) ............ ......... 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Al, ............ 1"X4w HARDIE TRIM AROUND .... ......I.......... ............. ............. ....... --- ---......------ ........ .......... ------ ........................ DOORS AND WINDOWS(TYP.) ............. ...... ................ ........ ............. ...................... .......... ............ ------- ........ ............. ................. ......... ......I.................................................................................. ..................................................................................... ....................................11--.11--....................... ---..................I.................................-..........-............. .... ................. -----......---------------- ..............................------- ............ ....... ..........................................--................................. L=J ........... ....... -00 FINISHED FLOOR .....................*.".*...........**............****............... ........... ..........**.........*�-*:--....... ........... ........ 0' .........................11---------------- -------- ...............................---............... . . . ............ ......................................................................................... ........................................................................... (-14w)GRADE 0, Date 05-16-16 REAR ELEVAT \\—STEP WITH PAVER FINISH 8"X8N WOOD POST(TYP.) T scale AS SHOWN SCALE: 1/4"=V-1)" OFFICE COP" Job Sheet A2ml If ----------- . ............ 7T- LL. Lu 6' u 28'-111/8"TOP OF ROOF STANDING SEAM U-I METAL ROOF(TYP-) 0 Lu 12 12 -14 4F Lu L<L. 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DECORATIVE 2X RAFTER ............I................................. ..........-............................................. ............ ------------ .................I............ .......... ........... ------- ......... ......-1........ ------ ...................------------I.......... ...... ....... .............I..............................-------. ..................-......................... ....1--......... ................ -------------------...... .................... ........................................ ......... ......... ..........................I...................... ..........-......... ..........-............................................................... ................ ........................................-....... ................................................................................ .........I......................................................................................................... .............................................................. ........ ........ -- --........-....... ........................... TAIL PER OWNER(TYP.) .............................:.................. .................. ........... ............. ....................... .................................................--------.............................. ...........--------- .................. ........... ........ .................... ...........-1 ............. ... .....-1............. ........... .............--------- .................... ............ ....... ........................ ................---..................----------------------------------------------.....................-............ ........--..........- ..................1-...... ........--....... ........ ..... ...............................-.......... -----------......... .................. ........-.................................-:-:::.............--::-:.................. ...............::::::..........................*.................. -........................................................................... .............. ... ..............:..................................... ................. ...................... ...............*......�**."-.. ........*.............*.........**...............--......*......................::":........ ......*....................... ................ ................:,::.............:":............:":-------------. ...... ..................-.1...... .. ........................................I........ .................... ------------I..........-- ............ ..................................................... ............... ..........I-------- ............------- --- ----........... ...... .......... ........-............11-1-..........--11-11...............-................ ............. ......................... .........-... ..............-.1 11 -------------------------------------------- -------------------- I ...-.....--.......................................................... ............ ..................... ....... .......I............--......I..........--.............. .......... ......I-............... ......................I.................................................... ............--......... ........ .................. ----------- ................................................. ..........I............................................... ............... ................ ................ -:::.............................................:............I.......::::::......... ...........:.::::-......... ............ ---------,...... ........................ .........................................................................- _:::........: -1---- ---I...................... . .............::........:........:................ ................... ...... ........ ............................... ...................................... ....... . .......I--.........-------..........----- ......... .........I.... ....... . ............. -. ..... ............ ................... - ----------------- ........................11.......-......... .... ............. ----------......... ............................................. ----------------------------- ................. ................ ............-------------------..................---.............----------------------------------------------------------:::-------- ........... -1----......... ...... ......... .......... I 1"X4"HARDIE TRIM(TYP.) ........... ........................ ................... ............................................................................. ................. .............................................. .......1..............:......................................................... ...... ...................:::.-..............................:::......... ..........................................................:..................::.:::.............:::--:......... ...........:-::..................:--:::...............:.................................... ...................................... ................... .............-............. ........ ............................................ ....... ........ ..............'.. ..... ..... .........................--.................-.... ............. ......-.1 ... .....-. ....... ... ............--..........--- ---- ...............................-................................. ........ ......................... ........ ............. ..........-------------- ---------- ............... ............ .......... ............. ..........------ ------------ .............. .............. ................... ............ ...........................-1.............. ............. .......... ...... ............. ......... ............. ................... ......................... ------- .............. .. ............................... ...........................*........::......i ..................*................ ......I..........--..................... . ......I.......... 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'I,- ..................-............................................ .............................. .................. ........... ..........................................-.............. ............................................................... ...........-.... ........ .......... ----------------------------------------- ............ ........................ ...... .......... .............................................. .....................................................................................................-...................:........ ......................... � jL -.1...................................... ...................1-1..............-................................. .......... ... ........................ ........ ............ ji ... -----—.......................................... ........... .............. dK C-4 ... ........: I. " m .......... .................................-........... ........ ....................--...... ........... .......-----1........-:::1........ ...... .........--::1.............I........................ ....... .... ...... .... 12'-5 1/8"2ND FLOOR ............................................................................................................................................................................................................. ................................................... ........... ........- ............. ................................................... .........................................................-. ..... .................. ......------- ....I.................... ... . ..............................-...............................-................. ......----- -...--................I--------- ........ Cn .......................-..........--...................... ------ ..........--.........I--------------- ............................. ---------- .............................--...... . ... ................................. ...............................-...............................................................................................................................................I................... ................................--..........................................................................................I.............................I.............................. ........................ J-----------*------------------------------------- ................................................ ........................ ---........................................................................... .......--.................. .......................................... ......-1............--..................--.........................------- ...............................................I................................................................................................:-........................................................................ ------------------------- 1 V-1 1/8"BEARING HEIGHTmK .................................... ......--...................I-............. -A .............................. ........................................ .............................................—---- ....... LL. ..................................................... F*.......... ............................................................................ 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(v ......................................................................... ................................................................................................................................................................................................................... ............ ........................................................................... .............................................................. to V-4 ..................................... ........................................................................................ -.....I.......................... ...........1-1................................. ........------- ............................................ ...........-1- :�! 0:' M .................................................................................................................................. ............ ...............--........-.............-............ ............. ............--................-............ ......................... ............. .... ..............-.........-. I OPEN FACED FLOOR JOISTS AT -.............I....... ......... -... ................ ... .......-1............I............... --....... ............ ...........----...........-.............. .............. ............. -------- --------- .......... .............................--...............- I (A .............I............................. ............ ---- ..........---....... ................. ......................... ....... ........ ............. -----------------------................... ....... .......------------- ............. ........---------- --------------- ......................I............................................... ......................................................................... ...........................----------- ..........-.......... --------------- ................... .......................................................................::.................................................................................................................................................................................................................-.......... ..................--------- FRONT BALCONY(TYP.) Q) ........................................................................................................................................................................................................................................................................................................................................................... ...........................------- .............. ...................-------------.........I------- ...... ....... ............ ........................-------------- .............---.........--..................................................... ............. ....... . .......---......---....... .........----------------- ........................... .............................................................................................................................-......... ......1—...................... ...... ...................-.................11................ ------- --------- --------- -------..... ............-...... ......--............. ...........-...... ............I---------- ...........1-1-........... .......... ......................... -------.............................. .......... ........-1-1-1........ .........-............ E ..................-:......-1......-::-::.................--.......................... ...................... : : : v- Lu .... .............................. .................. .............. ................................................................................................. .............................................................................................................................................................. ..................................................................... ....... ................. ... ........... ..........-.1..........I-................................... .......................................................................................................................................... ...... ----------------------------------------------------------------------- ----------- ....... ----------------------------------------------------------------- ---------- --- ---------- ----------------- -------- ..............................-....... ......... ............................ ........-.......................... ........ ------- ..........I...... Lj ..........---l-.1............--------------1-----1............-------- .......--1............ Li ----------- :............. I 4= .................................... ...................................... ...................... ........... .......................--.....................-....... .. ................................................... ....... .......... ................................I......... ........... ...........-............. ...............................I..........:.........................:..........................::....................................................................... .................................-................................................................................. ................................................ ....................... . .......... .......... ....... ...-... ......I.....................-....................................... ..................... .......I ........... -...... ............ ...................... ..................... ..............--.............---................... Co ................ ........::...........:................................... --- .......................-.................... ..............-............... .......... .....................................-..............--------.................................................................... ..........I ......I.............................................. .................. ...I.......-------.................................................. CUSTOM COLUMN(TYP.) E .............. ............------------------------------------..................:-...............------------ ......... ..........---------..........I.....-------.....----------------- ........ .......... ..................-...................................I...... .......... ...... ...... ..............................-.............--.........-.......--...................1-1-1..........--.....................--............ ............. .................. ............................ .......... ......................................................................... ...................................................................... ....................................................... ........................................... .......... ............................................ .......... -.............................................. --.... ...............................--...................------------.......... ............................................... .................... ............... ............................................................................... ................................................................................................ SEE DETAIL SHEET ................. ........ ............................................. ............................................................................................... ........I.........................------- ------------- .....................-....... ................ ..... ........... ......................................... .....------- ..........- .................. .............------- .................. ......-.............................---------- ------- ....... .........-------- ............ ............-............. ---------- .... ....... ................... ............... ....................-------- ............... ............ .............. ........... .............-:......-:.........:�........ ........... --------------- ....................................................................................... ........................... . ....................................................................................:......................I....................... ........................................ ........................-........... ........................................................................... .................. .....................--............. ........................................................... .... ..................................................---------------------------------- ........:--:........ ..............:......... ----------- .......................................... ................ ...................11................... ...... -----------1-.......1-....................-............1-1------- ..........-...........I.............I.... ....--..............-................ ......I--............. ............................................. .................--:....................I..............-.............. .......I..............................................--........ .......... ....... ............... ....................................... .......... ................ ............ .. .... ........ ...................................---------------------------------------..........-..........-..................................-........... ....--.. ....I........-........ ...... .... ... ..........---..........-.............---------- STEP WITH PAVER FINISH CL .................................. ......................................... .......... ...................................::........................................... ........................................................................ ................. .........--.......--- ---------.................------------..........--. ......................... ...:':............ ---------------------- .... ........... ..................... ................-.1......................... ................. ................................................................................................-....... .............................................I...................................... ............ ............. .............I.................I...................................................... .......... .............:-::::......................................................................................... ..................................................................................... .......... .11.......... ........ u ...........-....... ........I........................................-.............................---.......... ........................-................. ......--........-1-......... .........111--......... .............-......... -----------I...-1-....-.1--.1:............ ------- ....... ........------ ........ .....I.....-----------:1........ ...........-........ ..........1-------- .....------............................-.....---.............. 16 gyp.) ................ ...................... ....... .................................................................. ........................................................... .... ..................................................................... ............... ........ .................... ......... ........I-.......--.......1-1-........--1...... ........ ------------------------------------------------ ............. -------I--------- ................ ....::.................................. ................................................................................................................................... .. ....... ........ ......... ............................................ ........... ............... ..............-.............................................. ..................... ........................... ....... . ................................................................................ ........................... ...... --------...... ......... ................... ................ --------............ ................................ C*4 --........--......................... ....... ....... ........ ................ ........... .................. ........... ------ ................. ------ ---------........------- ................. .......----...... . .........-1------------ I I .......*.........*..................................... ........................... ............................ .................................................I................... ................ ....... ............................. ............11.............................................-........--.............................I.................................. ................. ------------------.............--------......... ....... .............................. ..... ............................... -------------------------- ................ ................................................................................................................................................................................................................................. ...........................................-:...........:.:::............. .........-....... ....................................................................................11-�-.................I .................. ..............................�-:....................::..........I.-I.,............ .............. ..........-........ .......... ...............1-1........I-------I............. ............... ...........1-1.1......I...................... ...........-.......----------------- .....-........ .......---.... ..... ... .........:1.11........ ........... ------------- .........I..........-........... .....-1-1-............ ...... .............. ...................................... ................................................................ ..........-......................I............................................ ...............-..............--------- ..............................--...... ............. ......... ....... ......................................................-........................... ----------........ ...... ........ .... ............................................................................ .......:.......................................... .................. ........ ---------------- ...... ....................................................... ICU ................... ..................................-11............................::,................-............................. ........... ........................................... ......... .....................................................................................................................I...............I........................ ....... :: Lj ...-..................... ........11-------...............................--................-------- ...'--.................I-........................................--. ... ...... ---..................................................... ............................................I................-............................................. .... ...................................I--..................................... ......... .........I.......-..... ................. ............................................. ........... 0'-0"FINISHED FLOOR .................. .................. ..........................I--............. ....................... ......................................................--...........................--....................................... ...... ..................... ............ ......... ............ ---------....... ................. ................................--1-----------........................................... -------- ............. ........---------......... .......... ......................... ............... .......................... ...................................................................................................... ......................................... .................................................. ...................................................................................................................................................... ................................................................................................................................................................................................................................................ --------............... .................... ....... ....... ----------- ------ ...............-----...... ........... ................................................................ ........................ .............. ........ ..........................--............ .................. ................... .......... .......... ...................................................... -14m)GRADE ------------------------------------------------------------------------------------------------------------------- 1"X4"HARDIE TRIM AROUNDJ HARDIEBOARD LAP SIDING BUMP OUT;SEE DETAIL j CL LEFT SIDE ELEVATION 1"X1 2"HARDIE TRIM(TYP.) DOORS AND WINDOWS(TYP-) (TYP-) SHEET SCALE:1/4"=1'-0" 0 CD Q) Ln r"14 fu k.0 u- ".0 Ce U) e. 0 C) V) m 32 -C u STANDING SEAM z 0- fu rn METAL ROOF(TYP.) rt) 27'-11 1/8n TOP OF ROOF t-.0 U Ln 12 12 41 rn 22-6 1/4"BEARING HEIGHT,,K -------------- ............. ------------- .......... ...... -------- ------------ ........... ----------------------------- ........ --------------------------- -------------- ------------------------- ............. ............I-----* I 4-J ..........1-................................................................ 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TAIL PER OWNER(TYP.) ............ ...............I.... ::..........11----...............-111--------- ------- ...... ............ ..................... ............. .................................................... ------------------------------------------------- ------------- ---------- ---------- ........ .......--------- --------- .... ..................................... ........-...... ...... .............--.......... ............ ........ ....... ...........--.................... ............. ................. ........ ............ ........................-.........-................ .........-.........-......... ......... ........... ..............--.......--..........-1........--... ...........-............... ........ ..........I................................. ......................I......... ........ -------------------------- .........-..................... ......................... ....................................I-. ................. ....................... ..............................................-........--..........-........--...... ...... ...... ... ...........................------------ ---------------------------------------------------------------------------------------I-------------------------------------------------------------------------------- .......... .......----........................I...-------....------............ ........I ..............-........ .......... -------............ ...... ........----...........--...--...... .......... ................. .......................... ...................... ............. ........... . ..................... ............ .........I.................. ........ ......--.................--............................................. ....... ......... .........-------------- ..............................-................................................................................. .........I-........... ....................................................... ............-- ...........I.......................--...........--............--................... ............... ........... ..............I....... .................... ...-11-------------- ......... ----------------------- ------------'------------ ......---------- -- ----------- .......-.......-................ ------------------ ..........--.......... ........1-..-----............... ........ .......... ................................-............................ .............-........--............. 11.......--............------------- .............. ------------::..........*............................. ... ............---........... .......... ..................................... ........ ........ ................................................................................ .......... -------------------......--.......... ......--......---............... .....................1�............. .................... ......... ........... ........ ........ ...........I.......................-............. ......... .................... ............................. ..............I...... ............................. ------ ------- ......-........... ................ ........... ............................--............................-...................................... ---------- ....... --------............... .................. ----------", .......-........-...... --------------------------------------------- .................. ......................... ......... ....... ........... ................. .............--............ .............. ............ ................ ........-.......... .......-............-........ ........ ...............................................-.......-.1-....... .......... ............-...... ...... ... ...............--..................-.......... .....................-........................... ............................ ......--......................................-............ ..... ... ........-...................................... ...........-------------- ......... ............I........... ..................... ................ ..... ........................................................................---------............................. ------------ ......... ------........... ...... .......... ---------------------------........--------- ---------- ------- ----------- -------------- ........- ....... ........ ........ ...... ----------------- Ln -.1......... ':.:-------------------------.................*............................................... -...................... ................................... ............................ ..........- .......... .................. IL ...... ........=....... ....................................-............. ........... ............................... C .....................-................................................................ . I J---.....---------------------------------------------------- ------- .......................---------- ....... -------I............. ..... .......................I............1. ... -- -A IL .......---------- ......----------------------- ----------- ------------- 1"X4N HARDIE TRIM(TYP.) .. .. . .........................................................--..........I...................... ------------ — --------------- --- . ...... ................. .......I--.........----------I...... ............ ....... ................................. 0 ....... --------------------- ............. ...........I..........I................ ......................... ...... ........ ......-........ ......... ................... ........-------............--..........................................-................... -------:::--------------------------------- .... ..................... ....................... ..................................................... ..............---......................-.................................. ......................................... .................I................................ ............---...... ................--..........--...........-.......- -......... ....... ...... -------..........-............................................................. ............ -............................... ...... ............................ ...............----.................................................... .......... ........ M .. . .................. ............--...............I...I.........11....... ........... ..................... ........................... ................................... ............. .........--....... -----------1111.-------........... ------- ...... ......----...... ....... ------------------- ---------"---- ------------- --------- ................. ....... ... .................----- 12'-5 1/8"2ND FLOOR lj� .............. ------................. ............................................................---............................................--.......-............. -------------.......... ......-................. --------------- ............................---------------.............. -------------------....... ... ..... ............................... ............. ..............I......--.1-.............. ------ ..........-........................... ............................................ ........ ............................. ............... ................ ........... .................................................................... .........I................. .....................-........ ............ .................. ..........................-................................................ .................... IT ....................................---......................................................... ............................................................ .................................................................... ------ ----------------------- ....... ......................--------------------- ----------------.........------ -----------------............... ---------- --—----- .......... ------- ............................. ....................... ...............--............... ......I--.................. ............-.............---------.......... ......-.1.............................. .................... ............. ................................. ........................... ..................... ...................................... ..... .................. ......................... ......................-.............-........................ ......... ......................................... ..........:---------------------- ............... .......-......... ................ 11'-11/8"BEARING HEIGHTgK ..............--...................-........---....................I------------------------.........--..... ---... 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Date 05-16-16 K4RDIEBOARD LAP SIDING 1`X41 HARDIE TRIM AROUND OFFICE COPY Scale AS SHOWN RIGHT SIDE ELEVATION �17120 HARDIE TRIM(TYP.) DOORS AND WINDOWS(TYP-) (TYP-) SCALE: 1/4"=V-0' Job Sheet A2m214 12 R703.8 FIASHING: RIP SEE ELEVS STANDING SEAM METAL ROOF 2-3/4" APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED SHINGLE-FASHION PRE-ENGINEERED TRUSS ROOF SYSTEM IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. C-4 THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. C-4 5w APPROVED ANTI-CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF r*4 k. 30 OR 5/86 THE FOLLOWING LOCATIONS: rn 1.AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH U_ 26 GAUGE GALVANIZED 26 GAUGE GALVANIZED 32 GAUGE GALVANIZED FRAME OR STUCCO WALLS,WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO % A 2-1/2w METAL DRIP EDGE B 575"ANGLE FLASHING C "Zw FLASHING LU SPRAY IN FOAM COPINGS. U m INSULATION 2.UNDER AND AT THE ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS. LU in p LU DECORATIVE 2X SHINGLES: VALLEY FLASHING: P__4 3.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 1-4 5/8"GYP.BOARD 2'-Om UNLESS RAFTER TAIL PEP UL CLASS A FIRE RATING:ASTM D 3018,TYPE 1 26 GA.GALVANIZED,18"WIDE Ln m 4.WHERE EXTERIOR PORCHES,DECKS OR STAIRS ATTACH TO A WALL OR FLOOR OTHERWISE NOTED.,� ce :5 OWNER(TYP.) UL WIND RESISTANCE: FASTENING: ASSEMBLY OR WOOD FRAMED CONSTRUCTION. UASTM D 3161,TYPE I(MODIFI ED TO 110 MPH) (4)11 OR 12 GAUGE NAILS 1-1/4w LONG WITH 3/8"0 HEAD 5.AT ALL WALL AND ROOD INTERSECTIONS. 6.AT BUILT IN GUTTERS. U< P__4 LU FLASHING DETAILS AND SHINGLE INFORMATION tz SCALE:3" 1'-V VALLEY SHINGLE INSTALLATION: TO REJECT PASSAGE INSTALL SHINGLES USING WEAVE METHOD OF4wSPHERE FIBERGLASS SHINGLE ROOFING OVER rn UNDERLAYMENT 1.EXTEND(1)FULL END SHINGLE MINIMUM 1211 PAST CENTER LINE OF VALLEY.SEE MANUFACTURERS WRITTEN INSTALL SHINGLES OVER ORV VENT FLANGE AT HEAD INSTRUCTIONS FOR ADDITIONAL INSTALL INFORMATION. 1 2.DO NOT NAIL MINIMUM 6w FROM VALLEY CENTER LINE. GALVANIZED METAL ORV WITH BAFFLE SET IN R19 INSULATION PLASTIC ROOF CEMENT OR SEALANT ............ ---------..................... OVER PRE-ENGINEERED SCREEN 8 WOOD TRUSSES (3) INSTALL ORV FLANGE OVER C**4 SHINGLES AT BASE t49 DRYWALL OR OTHER FINISH 7/16"OSB OVER. MATERIAL IF APPLICABLE-\ PRE-ENGINEERED WOOD 24"WIDE METAL VALLEY 2*X6f'FRAMING(TYP-) TRUSSES FLASHING OVER 15#FELT E LU OVER 7/16w OSB OFF RIDGE VENT DETAIL U E W 8 NOT TO SCALE VALLEY FLASHING DETAIL .... .. NOT TO SCALE 05 LU LU U_ C> C> PIPE BOOT % GALVANIZED METAL FLANGE 16"FLOOR TRUSS APPROVED WEATHER BARRIER OVER USB----' 175z TOP OF FINISH FLOOR 12'-5 1/8w 2ND FLOOR INSTALL 4'WIDE SELf-ADHERING \X MEMBRANE FLASHING OVERLAPPING DOOIR0";�� GUARDRAIL DETAIL =3 FRAME BY 114m AND 15 BEYONG DOOR JAMB SCALE: 1 1/2"=I'-V < 0 a, m C:) INSTALL 4'WIDE SELFADHERING_,,,�,,-�--- MEMBRANE FLASHINGr WERLAPPING ;,.0 1 1A 1/8"BEARIN'G' Ln %% DOOR PLUMBING STACK FLASHING DETAIL =3 rj r1114 R-30 NOT TO SCALE Cn >1 INSULATION CUT WEATHER BARRIER IN AND M _j 1,0 3: U_ AROUNDJAMBS 5/8N GYP.BOARD SET THRESHOLD IN BED OF SEALANT--,, STEPS Ce C)IN WATER SHEDDING FASHION,STARTING ATTHE 0 6 BASE OF THE WALL&WORKING TOWARDS THE TOP, (D INSTALL THE WRB TO THE FACE OF THE SHEATHING. (2)JAMB FLASHING -C U CUT AT INVERTED"r. APPLY CONT.SELF ADHESIVE FLASHING THAT EXTENDS O_ fu (2)INSTALL 6'WIDE SELF ADHESIVE SILL FLASHING THAT AT LEAST 4"BEYOND ROUGH OPENING. 0 m EXTENDS 4N BEYOND OPENING. %10 U Ln DOOR FLASHING INSTALLATION AND DETAIL (DAPPLY BEAD OF SEALANT AT BACK OF WINDOW SECURE WRB FLANGE&SET WINDOW USING PAN HEAD SCREWS AT HEAD TO FACILITATE INSPECTION. SCALE:N.T.S. APPLY A 4-SELF ADHESIVE JAMB FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4'PAST THE ROUGH OPENING. rn APPLY A 4"SELF ADHESIVE HEAD FLASHING OVERLAPPING THE W FLASHING AT HEAD EXTENDS GENERAL NOTES: WINDOW FLANGE EXTENDED 4-PAST THE ROUGH OPENING. 00 11 BEYOND JAMB FLASHING. 1.PARKING BUMPER(IF REQUIRED)MUST BE INSTALLED BEFORE C.O. REMOVE PREVIOUSLY APPLIED TAPE, 2.5/8"TYPE"X`GYP.BOARD REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS ALLOWING WRB TO LAY FLAT OVER HUD HEAD FLASHING FLASHING.APPLY NEW SHEATHING TAPE EMBED BOTTOM OF THE HEAD FLASHING ABOVE PER FBC R302.6. OVER DIAGONAL CUT-SEE DIAGRAM. 3.HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5. AGAINST THE PREVIOUSLY APPLIED A SEAM(FLASHING GOES OVER SEALANT). R19 INSULATION v 4.UNDER STAIR PROTECTION 10 COMPLY WITH FBC R302.7(IF ACCESSIBLE). (D JAMB FLASHING EXTEND HEAD FLASHING BEYOND EACH EXTEND JAMB FLASHI JAMB FLASHING.FASTEN IN PLACE. SEE ELEVATIONS FOR -OVERLAP SILL FLASHING. EXTEND EXTERIOR FIN ISH MATERIAL GUARDRAIL NOTE: JAMB FLASHING 8-1/21 ABOVE ROUGH OPENING AT HEAD.TUCK DRYWALL OR OTHER FINISH 2NI FRAMING(TYP.) DRYWALL OR OTHER FINISH DEPENDING ON FIELD CONDITIONS,DIMENSIONS MAY VARY BUT MUST COMPLY WITH 2014 FLORIDA TOP OF JAMB FLASHING UNDER A 0 0 MATERIAL IF APPLICABLE BUILDING CODES 5TH ADDIT0 R312 FOR GUARDRAIL REQUIREMENTS AND OPENINGS. THE FLAP OF WRB AT THE HEAD. MATERIAL IF APPLICABLE-\ *HEIGHT SHALL BE 36w MIN.WHEN PORCH,BALCONY OR RAISED FLOOR EXCEEDS 30R ABOVE FLOOR OR SEE DIAGRAM. A (n GRADE AND SHALL BE 34"ON CPEN SIDES OF STAIRS THAT EXCEED 30"OR MORE ABOVE FLOOR OR 0 GRADE. SEE ELEVATIONS FOR NOTE:THIS W)LL SECTION IS FOR *OPENINGS SHALL HAVE INTENEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF EXTERIOR FINISH MATERIAL AESTHETIC PIL RPOSES ONLY.VERIFY (D WEATHER RESISTANT BARRIER M) FILE COP SPHERE 4m OR GREATER IN DIAAETER.REQUIRED GUARD RAILS ON THE SIDES OF STAIR TREADS SHALL y ALL CONDITIONS SHOWN WITH AT A 45 DEGREE ANGLE, NOT ALLOW SPHERE GREATERTHAN 4-3/8"IN DIAMETER TO PASS THROUGH. CAREFULLY CUT THE BARRIER ON A SEALANT BUILDER. SEE STRUCTURAL PLANS DIAGONAL. GENTLY RAISE THE TOP FOR CONNECT�ONS AND TIE DOWN EDGE OF THE BARRIER UP AND BILL F HING TAPE THE TOP CORNERS AND 0 INFORMATION. HANDRAIL NOTE: CENTER TO THE EXTERIOR WRB SHIM ANDADJUST WINDOW TO ACHIEVE SQUARE IONS,DIMENSIONS MAY VARY BUT MUST COMPLY WITH F2014 FLORIDA PLUMB,A41)LEVEL CONDITION. USE CORROSION 4r, y DEPENDING ON FIELD CONDIT SURFACE ABOVE. NOTE:THIS WALL SECTION IS FOR AERETIC BUILDING CODES 5TH ADDITION R311.7.8 FOR HANDRAIL HEIGHT CONTINUITY AND SIZE. RESISTAT FASTENERS. FASTEN WINDOWS PER 6 *HEIGHT:MUST BE BETWEEN M'MEASURED VERTICALLY FROM SLOPED PLANE. WINDOW MANUFACTURER SPECIFICATIONS. z PURPOSES ONLY.VERIIIFY ALL CONDI MN WITH BUILDER. SEES p FOR *CONTINUITY:HANDRAIL MUSTBE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT SECTION A-A THROUGH WINDOW JAMB CONNECTIONS AND TIE DOWN INF-0 DIRECTLY ABOVE HIGHEST RISER M POINT DIRECTLY ABOVE LOWEST RISER.HANDRAIL ENDS SHOULD ........ ........ ..... TERMINATE IN NEWEL POSTS CR SAFETY TERMINAL OR RETURN TO WALL.HANDRAILS SHALL BE CUT ....... 9' LINE EALANT S BEA6 8"CMU;SEE STRUCTURAL ....... ALLOWED TO BE INTERRUPTEE BY NEWEL POSTS. .. ...... ........... BEHIND MOUNTIN ....... ... INTERIOR VIEW *SIZE:SHALL HAVE OUTSIDE DIWETER BETWEEN 1-114"-T IF CIRCULAR.SHALL HAVE BETWEEN 4-6" FLANG� TOP LEFT CORNER OF WINDOW OFFICE COPY PERIMETER IF NOT CIRCULAR. 41 11 hv ....... A CONC Date 07-15-16 ...... RETE FOOTING;SEE STAIR NOTE: .. ........ ........ . ... ECE0% STRUCTURAL DEPENDING ON FIELD CONDITIONS,DIMENSIONS MAY VARY BUT MUST COMPLY WITH 2014 FLORIDA FLASHING scale AS SHOWN BUILDING CODES 5TH ADDITIOIII R311.7 FOR TREAD DEPTH,RISER HEIGHTS D STAIR WIDTHS. AN WEATHER RESITIVE�ARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. ........ ------- ... ....... - - JUL 5 2016 TYPICAL WALL SECTION AND LOWEST RISER. FLASHING�PPLIED OVER THE FACE OF THE MOUNTING FLANGE. Job . ....... . *RISERS: 7-3/4"MAXIMUM NTH NO MORE THAN 3/8'DIFFERENCE BETWEEN HIGHEST .. ......1`- A TREADS:IV MINIMUM DEPTH WITH NO MORE THAN 30 DIFFERENCE BETWEEN LONGEST AND SHORTEST STEM WALL OPTI TREAD.THE SUM OF 2 TREADS AND 1 RISER TO BE NOT LESS THAN 241 AND NOT MORE THAN 25 N. WINDOW INSTALLATION. Sheet TYPICAL WALL SECTION. SCALE:1"=VI *WIDTH:36'MINIMUM CLEAR WDTH1 ABOVE HANDRAIL AND 31-1/2"BELOW HANDRAIL. SCALE:N.T.S. A3m 1 SCALE:1"=I'-Ow C.\Users\M11 Shields\Google Drive\1-Drawings\JWB Construction Group\1-Custom Plans\Sifakis Residence\2016-07-15 Sifakis Residence.dwg,7/20/2016 3:15:56 PM SHIP LAP BOARD WITH % % 1/8"GAPS IN BETWEEN 1X2 LAID FLAT % C'11 BOARDS(TYP.) 21 TRIM M M CV1.) r*4 ro 3650 WIN)OW % 3650 SH 3650 SH I X4 TRIM Lu Lu u L Lu TUB FAUCET Lu ............................................. ...... ...................... ......... ............. ................ ................................ .................... ................ ........... ....................... --------.................................... INSET AREA Ln cr� Lu Ime :5 Ln Ll % 6 L 6" P--i LU a TILE FINISH C:1 TUB FAUCET 1X4 TRIM r- MATERIAL F0-- %% TUB(70w LONG X 30 uu 1 X1 0 BASE BOARD WIDE X 29"TALL) TUB(70"LONG X 30" WIDE X 2911 TALL) SHIPLAP WAINSCOTT DETAIL CD Lu SCALE:IN V-0" FINISHED FLOOR low 10 R13 BATT INSULATION STAPLED "J",------------------------------------- TO ONE SIDE OF WALL SIDE VIEW PLAN VIEW 2 DOUBLE 5180 DRYWALL WITH Z8 LAYER OF GREEN GLUE BETWEEN STAGGERED 2X4'S WITH 2m GAP FROM OPPOSITE WALL(TYP-) 9 7u (2 TUBES PER 4X8 SHEET) 11-2 10 MASTER BATH TUB WALL DETAIL 2"TRIM SCALE:1"=V-0" 711 E INSET AREA ' HIM Ui ......... . .... .........i I ....... < E 1X4 TRIM SOUND PROOF WALL DETAIL 2N TRIM SCALE:1-112"=1'-0N .......... % VNOTE:OVERALL COLUMN C HEIGHTS WILL VARY AT 1 ST STANDING SEAM FRONT WALL AND 2ND FLOOR. METAL ROOF FRONT ELEVATION COLUMN DETAIL STANDING SEAM SCALE: IN V-0" CD METAL ROOF tjo 4-J Ln V) N -J 1X3 LAID u- b IX3 LAID 1X3 LAID HORIZOTNALLY 1X3 LAID Cp ---'-'HORIZOTNALLY HORIZOTNALLY A HORIZOTNALLY Joe > IX2 LAID 0 C) -r- --�-..IX2 LAID IX2 LAID F- HORIZOTNALLY HORIZOTNALLY HORIZOTNALLY <:IX2 LAID u 11''.... HORIZOTNALLY Z m 1 X6 1X6 IX2 LAID 0 'N',,_lX2 LAID HORIZOTNALLY 1X2 LAID 1X6 Ln u HORIZOTNALLY HORIZOTNALLY 1X2 LAID HORIZOTNALLY 1 X2 1X2 rmn 1X6 N Cn Lu Co-* Cn fo 01) -1 :;r Lu co Co UJ Bo C 0 e- 10 Ln I X2 1X6 \-1X4 \-1X2 5N 6141 5" \-1X6 6 1 -4 1 r4 Cn z V- Ln %D rl� 7'-2 Id r�,��`IX2 LAID HORIZOTNALLY \-1X4 co 5 Lu FINISHED FRONT PORCH NOTE:HEIGHTS-,WLLVMY NOTE:HEIGHTS WILL VARY (EVEN WITH FINISHED FLOOR) OFFICE COPY FOR DIFFERENT SIZE IMNDOW FOR DIFFERENT SIZE WINDOW AND DOOR APPLICATIONS. FINISHED FLOOR AND DOOR APPUCATIONS. Date 05-16-16 scale AS SHOWN FRONT VIEW SID VIEW. Job FRONT ELEVATION TRIM DETAIL INTERIOR TRIM DETAIL Sheet BUMP OUT DETAIL SCALE:1'=1'-0" SCALE:1"=1'-0" A3m2 SCALE:1" 1'-0"