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347 10TH ST - NEW HOME DRAWINGSFLOW / SILT FE CE w/ FILTER CLOTH (MIRAFi POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES 6 MAX. 6'-0" O.C. GRADE I T-1 A.G.T. ACOUSTICAL CEILING TILE E.W.H ADJ. ADJACENT EL, A/C AIR CONDITIONING UNIT EXR ALT. ALTERNATE EXT, ALUM. ALUMINUM F.G. AIM. AWNING WINDOW FIN, 5LK BLOCK FIN. ( BOT. BOTTOM FIN. F BLDG. BUILDING F.D. B.U. BUILT-UP GAL` CAB, CABINET GL. E CPT. CARPET GW5 C.1, CAST IRON HDW. CL. CENTERLINE HGT, C.T. CERAMIC TILE HOR; C.W. COLD WATER H.B. CONC. CONCRETE H.W. C.M.U. CONCRETE MA50NRY UNIT LD. CONT. CONTINUOUS IN5UL C.J. CONTROL JOINT JAN. CF.M, CUBIC FEET PER MINUTE JT, DH. DOUBLE HUNG WINDOW LAM, DISP. DISPENSER LAV. DN, DOWN M.Q. DWG, DRAWING MATL EA. EACH MAX. ELEC, ELECTRIC MECI E.W.C. ELECTRIC WATER COOLER MTL. M.P. EDGE STRIP EDGE STRIP w 1 1 I 01 1 I I 1 I I >L 0 0 0 0 FENCE AFTER PLACING FENCE 5TA<ELD TUIR51DITT 5AFRIE R, SCALE; 3/4"-1'-0" 1, PLACE FENCE AT ENTIRE PERIMETER 01 `aITE. 2. FENCE MAY BE REMOVED AT WORK ARLAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD, ELECTRIC WATER HEATER MIN, ELEVATION N.I.C. EXHAUST N.T.5, EXTERIOR O.G. P15ERGLA55 OPNG. FINISH Pt FINISHED CEILING P.Y.C. FINISHED FLOOR P.T. FLOOR DRAIN Q.T. GALVANIZED REINF, GLASS BLOCK WINDOW R.EQD, GYPSUM WALL BOARD R HARDWARE RD. HEIGHT 5.H. HORIZONTAL 5�4T. NOSE E5155 Sim, NOT WATER 5L. INSIDE DIAMETER ;,PEC. INSULATION STL, JANITOR THK. JOINT TtG LAMINATE (D) TYR LAVATORY VERT, MA50NRY OPENING V.C.T. MATERIAL W.1,C. MAXIMUM U;�GWB MECHANICAL W.W.M. METAL W.C. METAL PANEL UR UJIND LOADS I I i WIND DESIGN PER FBG RESIDENTIAL 2010, TA LE R301.20) BASIC WIND SPEED: WIND DESIGN METHOD. A5CE 1-I IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION; MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH I C (544 COFF) ENCLOSED 29 FT. 33.6901 DEGREES (8:12) 4.0 FT. COMPONENT AND CLADDING WIN LOADS ZONE EFFECTIVE WIND AREA (5F) ADJUSTED WIND LOAD(PSF) 1 IPJ 38.92 -42.56 1 20 31.6 -40.46 1 50 36.4 -31.52 1 100 3528 -36.28 2 10 38.92 -49.0 2 20 31.8 -41.6 2 50 36.4 -44.8 2 100 3526 -42.56 3 10 38.92 -49.84 3 20 31.8 -41.6 3 50 36.4 - 44.8 3 100 3528 -42.56 4 10 42 b -46.2 4 20 40.6 -44.2 4 50 38.1 -41.1 4 100 36.3 -39.5 5 10 - 42.6 -51.0 5 20 40.(o -53.2 5 50 _ 38.1 -46.0 5 100 363 -44.2 DESIGN OF FASTENINGS OF WINDOWS 15 THE RESPONSIBILITY OF THE W MEET THE COMPONENT AND CLADDING AND DOORS N THE WALL FRAMING NDOW / DOOR MANUFACTURER AND SHALL DE51GN WIND PRESSURES MINIMUM NOT IN CONTRACT NOT TO SCALE ON CENTER OPENING PAINT POLYVINYL CHLORIDE PRE55URE TREATED QUARRY TILE REINFORCED REQUIRED RISER ROOF DRAIN SINGLE HUNG WINDOW SHEET SIMILAR SLOPE SPECIFICATIONS STEEL THICK TONGUE AND GROOVE TYPICAL VERTICAL VINYL COMPOSITION TILE WALK-IN CLOSET WATER RESISTANT GYPSUM WALLBOARD WELDED WIRE MESH WATER CLOSET URINAL I ® G 1R1P 5��15CL5 NORTH PROPERTY LINE I I ____._ - _ -------I------------------__ --5' 51DE WARD 5ET BACK I I 1 I Iv I� I cn I~ w I� I� I� I ( I � I I I PRIVY i I I I I -q (w I I i I I ,;" LOT I� I I� I I i CONCRETE DRIVE, WALK, PATIO Im i0 EQUIPMENT PADS - 21 5F. POOL DECK I Ils) I I I I i I } 10 51DE YARD SET BACK 1 I I I I I I ( I I I PROPERTY LINE t I I I I 69'-0" f=f;;PE VICU5 II E FLAB SCALE: 118"=V-0" .-.- PROPERTY L - (NE - 150,00' =_-----------=-Y ------=--=--------_----------------- _---- -------- ------------------------------ --------- ------------------------------------------------------ 563 I�IiiII -- - - - - I T - - S.F. x 9" DEEP SWALE I I l i 438 CF, VOL. RETENTION Iii a I I fl! Porn. fli I I I -------i ----------I�---------------_-_----_------_-------------------------------------------------------------------------------- ---------------Papp a�Pa� acPaDr N -+E -LAd-- OMIAWa�- -O---_II�I , R ------- --- --J-- ------------- - iI II tj G METER I 10' 51DE Y,4RD 5ET BACK ------------------- - - -- - - - -- - - - - - I KITCWEN ------------------------- -!! -- - - ------------------- 20'-2 ---------------- - z I ---------- � i I ! a I KIS I 1 I Iw # I Ix ,��, f I � � E AN „, I P� E I I� r- I I I c 0 "401,Q1 -t0 fl f � L(j I 0 u I � 81REEi I I � I W&K ' !� LANAI I� 911 I- - i !u- I I� ' CMAT ROOM I I I OWICELi ;I I I I { ! I. ----------�--- ---------- 5' SIDE YARD SET BACK - - I ---� ------------� tlmdH�LE55 _ _------- r ��------------ WATER NEATER - ------- -----------------_ 23��x - I I ----------- -- - ------------- PROPERTY - ---------_---- PROPERTY LINE -----------------------------------s----------- INDICATES I I DIRECTION OF NORTH DRAWING N'MBER 4X SECTION A- SHEET NUM ER WHERE SECTION IS 1 RAWN �( DETAIL DRAWING N 'MBER SHEET NUM ER WHERE DETAIL IS RAWN A ELEVATIONS D A - ELEVATION LETTER 5 B��- SHEET NUM ER WHERE C ELEVATION IIS DRAWN DOOR �J DOOR NOMENCLA URE± 3648 : 3'- " x 4'-81! WINDOW WINDOW NOMENCLAT RE± 3640 = 3'-6I'" x 4'-8" iMFERVOU5 5� RFACE CALCULATICIN& I I i PRE CONSTRUCTION: P05T CONSTRUCTION; LOT 1.500 S.F. IU HOUSE AND PORCHES - 2,189 5F. CONCRETE DRIVE, WALK, PATIO Im 344 S.F. EQUIPMENT PADS - 21 5F. POOL DECK - 81 S.F. TOTAL IMPERVIOUS SURFACE AREA -T 1,314 5F, 2,642 5F. % IMPERVIOUS 18 % 35.2 % DRAWN BY SECTIONS ( HGP SECTIONS DETAIL5 FOUNDATION PLAN, DETAILS - .� SHEET NO Iw # I Ix ,��, f I � � E AN „, I P� E I I� r- I I I c 0 "401,Q1 -t0 fl f � L(j I 0 u I � 81REEi I I � I W&K ' !� LANAI I� 911 I- - i !u- I I� ' CMAT ROOM I I I OWICELi ;I I I I { ! I. ----------�--- ---------- 5' SIDE YARD SET BACK - - I ---� ------------� tlmdH�LE55 _ _------- r ��------------ WATER NEATER - ------- -----------------_ 23��x - I I ----------- -- - ------------- PROPERTY - ---------_---- PROPERTY LINE -----------------------------------s----------- INDICATES I I DIRECTION OF NORTH DRAWING N'MBER 4X SECTION A- SHEET NUM ER WHERE SECTION IS 1 RAWN �( DETAIL DRAWING N 'MBER SHEET NUM ER WHERE DETAIL IS RAWN A ELEVATIONS D A - ELEVATION LETTER 5 B��- SHEET NUM ER WHERE C ELEVATION IIS DRAWN DOOR �J DOOR NOMENCLA URE± 3648 : 3'- " x 4'-81! WINDOW WINDOW NOMENCLAT RE± 3640 = 3'-6I'" x 4'-8" iMFERVOU5 5� RFACE CALCULATICIN& AREA: PRE CONSTRUCTION: P05T CONSTRUCTION; LOT 1.500 S.F. 1,500 S.F. HOUSE AND PORCHES - 2,189 5F. CONCRETE DRIVE, WALK, PATIO - 344 S.F. EQUIPMENT PADS - 21 5F. POOL DECK - 81 S.F. TOTAL IMPERVIOUS SURFACE AREA -T 1,314 5F, 2,642 5F. % IMPERVIOUS 18 % 35.2 % RETENTION REQUIRED: V=CAR/12 V=.6 x 1,268 5F, x 9.3/12 = 590 C.F. RETENTION SHOWN =549 C.F. A +1,2(o8 5F. REMAINDER AVAILABLE - 511 5F.) r`*�NEUJ 51TE FILAR K: SCALE: 1/8":1'-0" AIR CONDITIONED AREA FIRST FLOOR = 1,313 S.F. SECOND FLOOR = 1,889 S.F. BONUS ROOM 645 5F. GARAGE = 390 S.F. 5u'LDINCz GCDE 5UMMERY AFFLICABLE CGDES: FLORIDA RESIDENTIAL CODE 2014 NATIONAL ELECTRIC CODE 2011 INDEX CP DRAWINGS: T -I A -I A-2 A-3 A_4 A-5 A-6 A -i A -S A-3 A-10 A-11 A-12 A-13 5-1 5-2 5-3 5-4 E -I E-2 E-2 TITLE 514EET, 51TE PLAN, DATA FIR5T FLOOR PLAN REN C SECOND FLOOR PLAN AND ATTIC PLAN, THIRD FLOOR 5ONU5 ROOM / ATTIC PL ELEVATIONS ELEVATIONS, RooF PLAN AF SECTIONS DATE OF SECTIONS ISSUE 5ECTION5 5ECTION6 5ECT10NS r ; - DRAWN BY SECTIONS HGP SECTIONS DETAIL5 FOUNDATION PLAN, DETAILS - .� SHEET NO 5EGOND FLOOR FRAMING PLAN LAMER ROOF FRAMING PLAN POLDDOWN OPTIONS T- FIRST FLOOR ELECTRICAL PLAN, LEGEND SECOND FLOOR ELECTRICAL PLAN ATTIC / BONUS ROOM ELECTRICAL PLAN tt --.�� 11001 .�Y�' r - M �— cfJ 62' -II" le 10'-0" 23'-Y 9' - ov1 71 PAD A/C PAD � - 8 STUB FOR FUTURE WALL ABOVE P 4 WATER, GAS 4 GAS TANKLESS r --- --------- -" -------- SLOWER DEDICATED ELEC. m WATER NEAP 3040 D.N. --- ICE 8 --- • - ---8- ---------- - `� SIMMER KIT NEN = REF. - - - � 101 ------- -----r --- cam, O ---------- —u� _� ,a COORDINATE u F ------------ KITCHEN ---------KITCHEN LAYOUT 61 e � 1 = 15 `� `1, WIT�4 FINAL KITCHEN �r KI �'CH�[ 6' I � 14 I °' 4'-8" DESIGN Q I 2x8 STUDS Ln 0 w m .> I DOWN " I I + o I 1 I I I 4 M 1 i I 1 I I � � 1 I I I I I O I I s'-0" I I --------- % I — — — — — — — — — — —� tip 51,2 II DESK 12" w7777 a I � � 4i4 9 w 6l I z � STI S — I I 1 I 7 PANTRY MAI PA EL 41-011L 2'- II 5 4 I I CL 3 - —I— - A/C 2 — ----_ — � w ui (OX6 % - BEARING j Lu LANAI 3056 D.N. 3'-mll si 6x6w/ 2 -2x6 2 A -S GREAT ROOM , FOYER FIN, PLR. I'-4" �r ABOVE � OF ►n STREET to W'd Uje MR/'I �►�+—�' mil I 3056 D.I. 3056 D.N. 3030 FI L------------------------------ - --- WALL ABOVE III -Oil 7' _8411 81 111 6'-1i�11 21_�yll 41 -KI a-� Nt 91-9 [1 11 11' -9%" A -II 3046 D. .�ELEC. MET R I I I I I E I I I I , I cA i I; I� DOWN . II Ir DOM IW I ROPIrn _ I ui Sl + IL I� p I,Q GARAGE iLLJ Itn I I ,I o vl w l9 CSI - I INTERIOR BEARING / SHEAR WALL I • . I 51-511 OFFICE GAS TANKLES WATER HEATER }41_�II v r`*�FlfR5T FLOOR FLAN SCALE: A/C AREA = 1,313 SF. AREA UNDER ROOF = 2,162 S.F. 3,,2 " DROP 2 A-12 v - REVISIONS DOWN " I I I I I I I o PORCHci 1 I I I 4 M c/) W N m � of U O C`J z Cal L- g W cnWF� IL UIUA W Lul Ck U 4'-2'1 2'_411 6'-6" i'-1011 2 A-12 v - REVISIONS DATE OF ISSUE 12-1-1-1 DRAWN BY: PGP SHEET NO. LAMAR A— 1 1500(0 o w U M c/) W N m U x C`J z W g W cnWF� P; W U DATE OF ISSUE 12-1-1-1 DRAWN BY: PGP SHEET NO. LAMAR A— 1 1500(0 211-5 11 62'-11" 1'-414" 3'-6" 9'-2" 1'-9" 9'-014" 19'-1" 8`_4" 9'- It 14'-8Y4' -3Y'{" 15'-CY411 1' I, -10" 6'-0" L 2 4" 1'-0" E E.1'-4" I I -------- ----- ---- A-8 A-11 --------------- ---- - -- 3056--- 1 � I 2644 .14. 3044M.P. _ 4020 SLI I 71 i I CJ I RAIL _ 8„ ----- ------ ---- I FAIR I ' 0 I i i I I � I I ► I I I I 3' b I ♦�►Gw I I i m I I I L^ I I I Q' d► I I _ I I I I I ire I I ! I I I I I I 16 I I ILALNDI i n 31,z D p i I I - i ---------------------- ------ - - - - - - - - - - - - - - - - - 7, - - - - - - - - - - - OM. 5ATH , I I I ---------------------` ----------------------� 1 VQ cA I I 19 ---- --- ---- ----r— a, I u - I ---------------------- I ; {L J I ILI Ell 1:1 __ A/C M1' i �8 GATHERING I 1 � �A- - tl I Ii II n, BEARING LUA L I "' I 1 0 {- i-8 I }� p p^ 1 I I��f��(�VOam I 2x6 STUDS I L INEN , _ ° m �� e I LE I RIDGE At CEILING _ .o � A tt i � � r ' - ------------- - --- I BAT14 1-# � m 5ATt"f 66" I I Q { H TUB e k I Bi I I 2�-3" 3'-311 91-4 I = _ I _ I I 4 -3" a; p ; /�/� io DOWN I 3 1 14'-3" � DRVL./M A- I2 I 2{ D GK I - m ' 312" OP { 6080 SLID, I I Ff I I „ i 5GDR oM DOU1N 31% DROP I 5E D CIM I � ' �(G � m 1 I a e ; ; .. �v e i A-12 ' I Q I, I _ r I 1LAE:l E:l ! I � 1 t'--"! i I j RAIL N.B. RAIL I F - PR 3054 D.P. i I EGRES i L--- - - - - - - - - - - - - - -------- _PR 30 4_D.N.-- - 2'-4„ -------- ----- ----- - ------ ;=GRE5----------- --------------- 13'-3" -614" 3'-4-Y" 4'-104" 4'-11" 3'-414" 4'-1114" A -1m 1 1 1 10'-0" 4'-3" " 14'-3 13'-614" 13'-3" 2'-314" 12'-1" 6' b' 1'-10" 62`-5" 64'-,3" 1��6EGCNID FFLAN ,�ZJSCALE: I/4" = I' -0" A/C AREA = 1089 S.F. AREA UNDER ROOF = 2,214 S.E. (REVISIONS ISSUE I1--1-1-1 DRAWN BY: NGP r SHEET NO. LAMAR A-2 1500(o 3 A-12 21' - 63'-11" 9' -0�" 0 3'-10" v 21-0 6t t �74 I 5T IR I i Ia 18 20 I 44 OT BELOW ILL I --CEILING BREAK ------------------------- I� B RING WALL BELOW I ------ ----- _ _ _ _ _ _ _ - _ _ 2 A - II PEAK tv GATHERING ROOM CEILING BELOW ------ --------------------------- - - - - - -- ( I t I t I i I I I t I I I I I ----� _ - - ROOD RIDGE ABOVE_ ------- ------------- ---------------------------- — — LIGHT TUBE / ABOVE 0 RIDGED MAS ER B / t \ = STUB PLUMBING BEDROOM i \ FORFUTUR� BATH ---------- ---------------- CEILING BREAK _ � I - - - - - -� -------------------- ----------------------- ---------------------- t-----------� I i �------- I t 80NU6 I ROOM t 1 I I t I = 2 r— A-8 t I I L GANGED I I t TRU55E5 I I I t 1 I I T T- I I ► t � I I I t - I -- -- -- — — -- — — L =__�__ �– �� — —-------� WALL BELOW 0 I cv -10 21' - I I I :A:-9 A-6 551-111, 50Nu5 F-,00"1 / ATTIC PIAN SCALE: 1/4" =1'-0" A/C AREA = 645 5F. (REVISIONS ISSUE 11--1-1-1 DRAWN BY: HGP SHEET NO. LAMAR A-3 1500(o "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1/2" NOM. STRUCTURAL 5HEATHING DECKING NAILED w/ ed RING SHANK NAILS 0 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP * 3 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- __ BONUS ROOM FLOOR -- -- -- - -- - -- -- -- -- TRU555EARING -- -- -- - -- -- -- -- -- -- -- - -- _--1NDOWWIFFAD- CEDAR CEDAR SHINGLES SHINGLES li I CEDAR 5HINGLE5 SECOND FLOOR FLOOR TRUSS BEARING-- WINDOW HEAD I _ STUCCO STUCCO LUE5T ELEVATION SCALE: I/4" = I' -0" cA r STUCCO B cA FIRST FLOOR 35' HEIGHT LIMIT 5CUTH ELEVATICIN SCALE. 1/4"=V-01' (REVISIONS k o U a N u� N wg� 44 z c o �M-N!""Y �W e ELS "M a V PPROVED U DATE OF ISSUE 12-(0-11 DRAWN BY: HGP SHEET NO. LAMAR A-4 1500(o U U m 1�/ a W m U a N u� N wg� 44 z c o �M-N!""Y �W e ELS "M a V PPROVED U DATE OF ISSUE 12-(0-11 DRAWN BY: HGP SHEET NO. LAMAR A-4 1500(o "HIGW WIND" ASPHALT SHINGLES ON 300 FELT ON 1/2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ Sd RING SWANK NAILS a b" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP • 3 r- Lam - CC' "WIGW WIND" ASPHALT SHINGLES ON 30" FELT ON 112" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SWANK NAILS 6 b" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP * 3 - - TRUSS BEARING _ 11-�-1rt -- -- -- -- -- -- -- -- - ---WINDLW_NEAD n r - CEDAR SHINGLE5 -- --__SECONDFLOOR UJINDOIU NEA E45T L VAT I ON SCALE: 1/4" =1' -O" 35' WEIGHT LIMIT STUCCO 0 ao -FIRST FLOOR j )AR gGLE5 SS BEARING ?OW HEAD N r )AR OGLES :OND FLOOR N t - ,OR TW55 BEARIIW -`, )OW HEAP :t r ,NORTH ELEVATION SCALE: 114"--1'-0" (REVISIONS LPPK DATE OF ISSUE 11-�-1rt - _ DRAWN BY: v `e u SHEET NO. LAMAR A-5 i I✓00(0 ra GA WE ` INC 161-80 3/4" TeG ACVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGIN ERED FLOOR TRUSSES 6 16" O.C., t . GA If GII 16' -8"' 4" THICK 3000 P51 FIBER REINFRCED CONCRETE SLAB ON 10 MIL PV VAPOR BARRIER Cil W% MODIFIED TOR COMPACTED FILL w/ TERMITE T ATMENT, TYP. w a ±� 0 TYPICAL INTERIOR PARTITION w x to WAFER CLOSET, 1/2 " GWB ON 2x(o SPF STUDS 0 16" O.G. VAI H f/2 GUz POWER 6 5-I �5UILDING SECTION. \,A -b/ inn m /z" GWB TYPICAL INTERIOR PARTITION, 1/2" GWB ON 2x4 SPF STUDS a 16" O.C. 5EDROOI" I 3/4" TdG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES 6 16" O.C, TYP. INSULATION REQUIREMENTS !TYPICAL ALL FLOORS, WALLS AND ROOFS) ' 2x4 WOOD FRAMED WALL R-13 BATT INSULATION 2x6 FRAMED WALLS R-19 BATT INSULATION ALL ROOFS, INCLUDING PORCHES R-30 FOAMED IN PLACE WALLS AT ROOMS WITH WATER CLOSET R-13 BATT INSULATION AND ALL CEILINGS BELOW OCCUPIED (AS ACOUSTICAL INSULATION) BICE LT SHINGLES ON 30" FELT ON 11Z'" iWEATHING DECKING: NAILED w/ Sd -6 6" D.C. At PANEL EDGES AND 4" O.0 AT COMPONENT AND TRIP M 3 6" EXPOSURE No. I CEDAR SHINGLES ON HOUSEWRAP ON 1/2" STRUCTURAL SHEATHING ON 2x6 STUDS 6 16`" O.C., TYP. SECOND FLOOR FLOOR TRUSS BEARING V' STUCCO, SCRATCH, %" BROWN AND f/$" FINISH COATS, ON PAPER BACKED STUCCO ON z TYVEK STUCCO UNDERLAYMENT OR OTHER APPROVED SYSTEM, ON 1/7" NOM. STRUCTURAL Q SHEATHING ON 2x4 STUDS 6 16"" Q O.C. w v 11 FIRST FLC STUCCO VENT, TYP. GRADE 9�� cq REVISIONS =I LJE = 11 DRAWN BY: NCxP SHEET NO. IOTP A-6 L!!��j 11 w u 91 / 7A, pG "HIGH WIND" ASPHALT SHINGLES ON 30" FELT 1/2" NOM. STRUCTURAL SHEATHING DECKING NAIL w/ Sd RING SHANK NAILS is 6" O.C. AT PANEL EDGE AND INTERMEDIATE AND 4" O.0 AT COMPONENT AIN D CLADDING EDGE STRIP " 3 2x8 JOISTS 24" O.G. 124 F �„ c zx11 � I I 6' -OV 3'-Ilyll /' II /' II /' II / II / I / I II I, I, I '-6�" \ \\ I I \ Ij \\ 11 � T 1413 5TAIR I I \ I 1z _ _j 10 I }--- 44 POST AT WALL g I ( BEYOND AND BEHIND I I 8 10Y1' I y I �I I , F \ + 3 168" 131-0 If \ 2 I�\ 1 13'-915" 9 \6 mo T w J \ 14 \ 13 - 7 L V f �`"'t ! R \ , 11 11 10 9 s t�V -I 'BUD ROOM 3 DESK�,P 4 TRJ55 w 6" EXPOSURE No. I CEDAR SHINGLES u_ ON HOUSEWRAP ON 1/2" STRUCTURAL �a m TYPATHING ON 2x6 STUDS e16" O.G., A 5A1H 3/4" TiG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO WOOD JOISTS Is 16" O.C., TYP. 5E D ROOM 3/4" TIG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES is 16" O.C., TYP. GREAT ROOM 1614f If 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. � BUILDING 5ECTION v -,SCALE: 1/2"mi'-011 1'-4"L 2'-0" u "MGN WIND" ASPHALT SHINGLES ON 300 FELT ON 1/2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS a 6" O.C. AT PANEL EDGE5 AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP i 3 METAL DRIP ON r.T. Ix2 ON FIN. 2x6 FASCIA 01 r- 6" EXPOSURE No. I CEDAR SNI LE! ON HOUSEWRAP ON 1i2" STfRUCTURIAL 5NEATHING ON 2x6 STUDS Q 16" V.C, TYP. 0l 1/8" STUCCO, aka" SCRATCH, %" BROWN AND 1l8" FINISH COATS, ON PAPER BACKED STUCCO ON TYVEK STUCCO UNDEFLAYMENT OR OTHER APPROVED SYSTEM, ON 1/2" NOM. STRUCTURAL e SHEATHING ON 2x4 STUDS a 16" O.G. REVISIONS DATE OF jj I tlE DRAWN BY: HGP SHEET NO. 10TH I A. -M. 7 C!f� BED ROOM OG. +110 I 2x8 COLLARS 24" O.C. B0NU5 ROOM (lNFiNISNED) 314" TtG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO WOOD JOISTS ® 16" O.G., TYP. 2x12 to 16" O.C. 13''3" BED ROOM 3/4" TAG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREEWGINEERED FLOOR TRUSSES 16" O.C., TYP. 1/2" GWB 240" LVL BEAMS r�5uiLDiNG 5ECTION r- "NIGIN WI D" ASPHALT SHINGLES ON 30" FELT ON 1/2" NOM. STRUCTURAL SNEATWING DECKING NAILED w/ 8d RINEx S AW NAILS a 6" O.C. AT PANEL EDGES AND INTERME DIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP ♦ 3 CL 05E T 1 KEVISION� DATE OF =I UE DRAWN BY: NCsP SHEET NO. 10TP A-8 1500(o 6" EXPOSURE No. I CEDAR SHINGLES ON NOUSEWRAP ON i%" STRUCTURAL SWEATWING ON 2x(o STUDS 5 16" O.C., TYP. CL 05E T 1 KEVISION� DATE OF =I UE DRAWN BY: NCsP SHEET NO. 10TP A-8 1500(o SIMPSON WIOA w/ 18-1060/2" AT — ITSIDE AND SIMPSON 142.5A w/ 10-8d AT INSIDE 14 Q ps 12 ITCH T-10% If L I 6'-5VI 0�� 21 - 50NU5 ROOM (UNFINISWED) IT -311 5ATH 344" T* ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES 16" O.C., TYP. (/2 " Guz 34'-6" CzRE,4t ROOM 4" TWICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. �5UILIDING 5ECTION 4-9 nie. in .i m 5EDROOM "NIGH WIND" ASPWALT SHINGLES ON 300 FELT ON 112N NOM. STRUCTURAL SHEATHING DECKING NAILED w/ Sd RING SHANK NAILS a 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 fn u Al e m 6" EXPOSURE No. I CEDAR SWINGLES ON WOUSEWRAP ON 11/2" STRUCTURAL SHEATHING ON 2x6 STUDS a 16" O.C., TYP. SECOND FLOOR a� FLOOR TRUSS BEARING ,/a" STUCCO, 3/a" SCRATCH, Aka ll BROWN AND a/a" FINISH COATS, ON e PAPER BACKED STUCCO ON TYVEK STUCCO UNDERLAYMENT e OR OTHER APPROVED SYSTEM, ON '/2" NOM. STRUCTURAL 5WEAT14ING ON 2x4 STUDS a 16" O.C. FIRST FLOOR sRADF El REVISIONS DATE OF I —IJUE DRAWN BY: HGP SHEET NO. 10TH A-9 1500(0 SIMPSON 1410A w/ 18-10d0/2" At — T51DE AND 51MP50N 142.5A w/ 10-8d AT INSIDE 5HOLUER SEALED ATTIC I -N" 11 1 13' -IP' LAUNDRY 1111 MASTER BEDROOM i \SIM 5-I � 3/4" TTG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES is 16" O.C., TYP, 1/y" GWB LANAI 4 THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. ,/ �if5UILDING 5ECTION. SCALE: 1/2"=1'-0" DECK 6" EXPOSURE Na I CEDAR SHINGLES ON HOU5EWRAP ON /z" STRUCTURAL SHEATHING ON 2>6 STUDS is 16" O.C., TYP. FLUID APPLIED WATERPROOF MEMBRANE ON 3/4" ADVANTEX DECK IN SLOPED 2x FRAMING 2x10 FL(UR JOISTS 11 IN 2x8 CE13M JOf5T5 VISI VII 0 FIREPLACE NOT SHOWN AW MAY HEIGHT "HIGH IUIND" ASPHALT SHINGLES ON 30* FELT ON 1/2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ ad RING SHANK NAILS a 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 TRU55 BEARING PROVIDE CODE COMPLIANT STAIR GUARD RAILS, HANDRAILS AND RAILS AT LANDINGS. SEE FRC 8312.1 AND 8312.2 RAILING SELECTIONS TO BE BY OWNER SECOND FLOOR 6" EXPOSURE No, I CEDAR SHINGLES ON HOUSEWRAP ON 1/2" STRUCTURAL SHEATHING ON 2x6 STUDS to 16" O.G., -` TYP. FLOOR TRUSS BEARING 1/6" STUCCO, 3/g" SCRATCH, 3/g" BROWN AND [/a" FIN15H COATS, ON PAPER BACKED STUCCO ON TYVEK STUCCO UNDERLAYMENT �9 OR OTHER APPROVED SYSTEM, ON 1/2" NOM. STRUCTURAL SHEATHING ON 2x4 STUDS 6 16" O.C. FIRST FLOOR GRADE A w O U u+ Wwx pm �+ a a Emil z a EN04 SHEET NO. JOTH A-11 'REVISIONS DATE OF =IJUE DRAWN BY: HGF SHEET NO. 10TH 15006 METAL ROOFI ON GRACE ICE AND WATER SHIELD ON 5/9" STRUCTURAL PANEL ON WOOD STRUCTURE 4" O.C., TYP, MAST 3/4" TAG ADVA TEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEER D FLOOR TRUSSES 6 16" O.C., TYP. 0 1 TOP "IFRAME3-1611 CHOiYL HEAR STUCCO GREAT ROOM 11 11 � LANAI DOWN 5-I/0'3UJALL 5ECTION A -12 SCALE: 1/2" =1' -0" METAL ROOFING ON GRACE ICE AND WATER SHIELD ON %" STRUCTURAL PANEL ON WOOD METAL DRIP Ot P.T. Ix2 ON STRUCTURE 9 24" O.C., TYP. — FIN. 2xb FASCIA SOLID CEMENT IBER SOFFIT —FIN. TRIM, C T. 6" EXPOSURE No. I CEDAR SHINGLES ON HOUSEWRAP ON /2" ST CTURAL SHEATHING ON 2x6 STUDS to Ib" O.C., TYP, FIN. FLOOR SEALI=D ATTI BED ROOM 3/4" TAG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES 6 16" O.C., TYP. BEDROOM 1'-2" I- SIMP50N H2.5A w/5 -6d x I1/2" TO OUTRIGGER A 5-8d TO GABLE TRUSS, TYP, METAL DRIP ON P.T. Ix2 ON FIN. 2x6 FASCIA SOLID CEMENT F15ER SOFFIT —FIN. TRIM, CONT. 6" EXPOSURE No. I CEDAR SHINGLES ON HOUSEWRAP ON /2" STRUCTURAL SHEATHING ON 2xb STUDS a 16" O.C., TYP. SOLID 12"'x3l/2" BRACKET DECK FLUID APPLIED WATE OOF MEMBRANE ON 3/4" AD ANTER DECK IN SLOPED 2x FRAMING 2x10 FLOOR JOISTS 2x8 CEILING JOISTS PORCH D� ,00'00000"***� WALL 5ECTION �-lSCALE: I/2"=I`-0" 3/4" TAG ADVAN' GLUED AND NA PREENGINEERE 16" O.C., TYP. FIN. FLOOR ^,t \H - I L J 5GALE: 1 T SHINGLES 1CTURAL 1 Ib" O.C., REVISIONS DATE OF I DRAWN BY: HGP SHEET NO. ION A�12 500(o FINISHED ELEVATION ALUMINUM FLASHING 31/2" STUCCO BAND WINDOW 6" STUCCO BAND UJINEDOW INFALLATION FROGS DUKE 1. VERIFY THE OPENING IS PLUMB, LEVEL AND SQUARE. 2. VERIFY THE WINDOW WILL FIT IN THE OPENING. 3. INSTALL BITUMINOUS TAPE FULL WIDTH OF SILL PLUS (p" PAST JAMB OPENING, TOP OF TAPE AT SILL LINE 5. INSTALL SILL SHIMS AS REQUIRED BY WINDOW MANUFACTURER 6. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN AS REQUIRED BY WINDOW MANUFACTURER. 1. INSTALL BITUMINOUS TAPE AT JAMBS FROM 6" ABOVE HEAD TO 6" BELOW SILL. S. INSTALL ALUMINUM FLASHING AT HEAD, EXTEND 1/2" PAST JAMB OF WINDOW 9. INSTALL MEMBRANE BACKED METAL LATH UP TO WINDOW AT FOUR SIDES. 10. INSTALL STUCCO w/o FINISH. 11. INSTALL FOAM TRIM STRIPS AROUND WINDOW. 12. INSTALL STUCCO FINISH . 13. SEAL AS SHOWN AT JAMBS AND SILL. WINDOW. SCAB— * I' _0.. 112" GWB CAULKIN CAULKIN 1/2 it GWB CAULKIN 1/2" GWB HEAD. JAMS L L INFALLATiCN - 5TUCCO 1/2" STRUCTURAL SHEATHING: WEATHER BARRIER BACKED METAL LATH SYNTHETIC FINISH 3141, STUCCO 1"x 31/2" FOAM TRIM w/ 15° CANT ON TOP ALUMINUM FLASHING WINDOW WINDOW SEALANT 1"x 31/2" FOAM TRIM w/ 15' CANT ON SIDE (0" BITUMINOUS TAPE OVER WINDOW FIN 112" STRUCTURAL SHEATHING WEATHER BARRIER BACKED METAL LATH SYNTHETIC FINISH 3/4" STUCCO SEALANT IN 6" FOAM TRIM w/ 15" CANT ON TOP 6" BITUMINOUS TAPE 1/2" STRUCTURAL SHEATHING WEATHER BARRIER BACKED METAL LATH SYNTHETIC FINISH 314" STUCCO -- FOLD LINE WEATHER RESISTANT BARRIER INSTALLATION FINI5HED ELEVATION IT LIKE, TYP. ESTE ROUGH OPENING )LD LINE 1/2„ GUiB 5'/4"x31/2" HARDI TRIM WINDOW 5/4"xb" HARDI TRIM WINDOW INS1'ALLATION PROCEDURE I. VERIFY THE OPENING: 16 PLUMB, LEVEL AND SQUARE. 2. VERIFY THE WINDOW WILL FIT IN THE OPENING. 3. CUT WEATHER RESISTIVE BARRIER: MAKE A 6" CUT UP FROM EACH TOP CORNER OF OPENING AT 450 ANGLE TO ALLOW THE WEATHER BARRIER TO BE LAPPED OVER THE FIN AT THE HEAD OF THE WINDOW. MAKE SECOND AND THIRD CUTS UP AT 450 FROM BOTTOM CORNERS, MAKE LAST CUT UP At CENTER TO TOP CUT. 4, FOLD WEATHER BARRIER UP AT HEAD AND INTO THE OPENING At JAMB AND SILL. STAPLE AT JAMBS AND SILL, TAPE UP AT HEAD EXTERIOR 5. INSTALL SILL SHIMS AS REQUIRED BY WINDOW MANUFACTURER 6. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN AS REQUIRED BY WINDOW MANUFACTURER 1. FOLD DOWN WEATHER BARRIER AT HEAD, TRIM AT HEAD OF WINDOW. 8. APPLY SIDE FLASHING TAPE At JAMBS AND AT 45° CUTS AT HEAD - 9. INSTALL HARDI PLANK TRIM AT SILL, JAMBS AND HEAD, (NO 45' MITERS) 10. INSTALL ALUMINUM FLASHING AT HEAD. EXTEND 1/2" PAST EDGE OF JAMB TRIM. 11. APPLY HEAD FLASHING TAPE, FOLD DOWN WEATHER BARRIER AND SEAL WITH DIAGONAL FLASHING TAPE. CAULKIN CAULKIN 1,2 C6 CAULKIN 1,2 GWB NERD 1/2" STRUCTURAL SHEATHING WEATHER BARRIER, CONT, HARD[ PLANK SIDING w/ 11/4" LAP DO NOT SEAL ALUMINUM FLASHING 5/4" x 31/2" HARDI TRIM DO NOT SEAL WINDOW 'SON HIDA w/ 18-10dx11/2" AT ww,..,)E ANS.. I- 5IMP50N 142BA w/ 10-Sd AT INSIDE L L WINDOW INFALLATiON - 5DING SCALE: WINDOW BITUMINOUS TAPE SEALANT 5/4" x 31/2" HARD[ TRIM SEALANT 1/2" STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARDI PLANK SIDING w/ 1114" LAP WINDOW SEALANT 5/4"' x 6" HARDI TRIM SEALANT 1/2" STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARDI PLANK SIDING w/ 11/4" LAP 1EAVE FL,45HING, TYP. `,Q - IOJ SCALE: 3" =1'-o" �••/ (GABLE FLASHING SIM.) INSTALL CONT. AT ALL SAVE AND GABLE LOCATIONS IRAL PANEL ROOF DECK qDERLAYMENT -ANGLES METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA, TYP. ALL LOCATIONS ROOF - WALL FL.45HING, TYP. SCALE: 3" = l' -0" INSTALL CONT. AT ALL ROOF TO WALL LOCATIONS INCLUDING ALL 51DE WALLS AND AT CHIMNEY 41% F DECK ROOF -WALL FLA5HNG, TYP. SCALE: 3l'—off INSTALL CONT. AT ALL SLOPED ROOF TO WALL LOCATIONS INCLUDING ALL WINDOW SILLS - W (REVISIONS DATE OF ISSUE DRAWN BY: HCxP SHEET NO. 10TH; �-13 1. 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON S MIL. PVC VAPOR BARRIER ON 9ro% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3000 PSI REINFORCED CONC. FOOTING w/ 1-15 BARS CONT, w/ MIN. 30" LAP -__�T4G<ENEID 5LAE3 EDG.3E (GARAGE) 5-I j x«E. 3/4"=V-011 SECOND FLOOR _ - FLOOR TRUSS TRUSS BEARING___ 4- SIMPSON M5TA30 w/ 22-10d NAIL ON INSIDE AND OUTSIDE, TYP BOTH JAMBS 3 - 2x6 JACK STUDS 6IMP50N LSTNDS w/ 24-166 SINKERS, TYP. EA. GARAGE Mnna 1 AMM 4" TRICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TTP. cA 8" x 3"' ul tt� 777 " 5 BAR CONT. THIG<ENEID 1� INTERIOR ANON-5EARNG DROF 5LA51 s " THREADED aCK STUDS E� - SCALE: 1/2":1'-0" V 3 A-12 ( SHEAR WALL HOLD DOWN SYSTEM: I-SIMP60N HDU4-SD52.5 ON Na"O THREADED ROD SET 7" INTO SLAB w/ SIMPSON "5ET" EPDXY AND I0 -6[)5'/4"x2'/2` TO POST, TYP. EACH SIDE. INSTALL SIMPSON CNW %'Q/z" TRANSITION COUPLER NUT AND 1/2"0 THREADED ROD TO TOP PLATE ABOVE AS DESCRIBED AT VERTICAL THREADED ROD HOLD DOWN NOTE. o : VERTICAL THREADED ROD HOLD DOWN SYSTEr n 3/8"0 THREADED ROD CONT. FROM FOOTING TO ABO' TOP PLATE, ALL THREADED RODS SHALL BE ANCHORED WITH 5IMP50N TITEN HD THD3634RC lR( COUPLER) SCREW. AT ALL ROD PENETRATIONS, PROVIDE A HOLE IN PLATE 1/4" LARGER THAN ROD. RODS MAY BE SPLICED w/ SIMF50N CNW CONNECTORS. RODS SHALL TERMINATE ABOVE TOF PLATE AT 3"x3"xI/s" WASHER AND NUT TIGHTENED TC APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3 THREADS ABOVE WASHER ALL VERTICAL RODS SHALL HAVE NUT AND WASHER AT SILL PLATE, SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT OF SILL PLATES AND ISOLATION OF METALS AT SILL. It 11 p v 11 :_._ V_____ 0-__h -------- _ : �•/\�• 1'-4" ONE STORY - 2-"5 CONT. TPIGN""'ENED INTERIOR r&"5EARINe DROF 5LA5� 5-ISCALE., 3/4":V-011 e 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 6 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. _ 2-05 CONT. - 3-45 CONT, THiG<ENEED 5LA5, INTERIOR. SCALE: 3/4":1'-0" v .; 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL, PVC VAPOR BARRIER ON 96go MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. ---------------- 3000 PSI REINFORCED CONC, w/ 2-05 BARS CONT. w/ MIN. 30" LAP THICK"'NENED SL45 = GAR_4GE_ SCALE: 3/4" : I' -011 4" THICK 3000 PSI FIBER REINFORCED - CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON lUo% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, v A 41�9 T*"'rFiCAL THIG<ENE[) SLAB SCALE: 3/4":V-011 GRADE v A r------ --------------- -------- -------- ----- --------�E�- -- ----- ----- -- O ------- ------ - Ir----- --------------- — — — — i r `�------��------------------------------ ----, I 1 SUMMER STUB FOR FUTURE rf- --T _ __ I I PAC WATER, DRAIN I+ t 1 I I ! I t l I I 1 1 I! t I t I I KITCHEN I f 1 1 I! I I I l I l 1 1 I r l I I GAS 4 DEDICATED ! 1 1 1 1 1 I I I I I t I I 1 1 ! t l I! Ir 11 11 If Il I 5 II ELEC. CIRCUIT I I KITCHEN !� t t I t ! 1 I t t t I I 51/211 DROP KI t�t I t I t I t I r I t r l t l I I I + I COORDINATE I I t 1 I r 1 1 I I I I I� i t !I t# lr 11 II It + II I I I I KITCHEN LAYOUT I! t l I I t l t I I f I I I tl If 11 II II II 1 If I l I I WITH FINAL KITCHEN 1 1 I t f! I t I f I I S 1 1 I I I I I 1 1 DESIGN 1 1 + I 1 1 r l I f I I Q I I + I l --------------- DOWN 1 1 11 II � I i , II II Il II It lInc II 3 � fr"1 t l 1 1 DW. i I 1! r ---------- -- --U I t L_ I I -} I r � NIX rl II - �+ I i I I I L ---------- ------I L__ J L -----J 5_I��f"i`.F tl II II I I i I f--- ----1------1----- ---I I t r -- -I 4L 1 1 4`" THICK 3000 PSI FIBER REINFORCED r$------� t t I 1 1 I -_, ► I- --1 I I f— I I-----1 I I CONCRETE SLAB ON 10 MIL PVC VAPOR I I I t t l I 1 1 I I I t I t I I 1 1 I r 1 1 I I I BARRIER ON 96% MODIFIED PROCTOR II • !f ; Il II II 11 Ir It II IIr2 fl 1 COMPACTED FILL w/ TERMITE TREATMENT, I I ICE TYP, I I t! II t1 tl II II I! It tl tl 11 {I II I ! It II II II 11 It 1! 11 11 1 tl tt II �---- � I tt ll It rl If Er II It 11 I fl t1 t1 I I rI It tl !1 {1 It II I II 1 II II li ,; F rl II II 11 fl !t ii I !I II II 1 11 it If II It 11 II O II tl � II !1 +I I !t II II It {I 11 It I � tI I II it II � � It II (I It II 11 II I II I It 11 I! tl t1 !i II yL___ It rl 1r 11 11 1I! �______ 11 ------------------------------- ----�I t -----JI 1L- I I --Jr ------- -------- ----------------------- -----�L ----_J L ___-_J L__ J _--J It It Il It II Il � ItII t __ ___ __ __ __ ______ __ __ ___________ __ _ __ ___ t i DOUG! 1" 31/2" DROP 4 --- - ----------------- ------ ------ — ---- — -- -- -- ---- - ---I j t I f I1 tt 11 tl !f !! 11 II I li If I r ► I I I t i F FLR I'-4" ABOVE It OF STREET II II SIM ON ABU66 ON I/2'"� x 6" I i I I SIMPSON ABU66 ON I%"� x 6" 5-I 3'/2" DROP TITEN SCREW" INTO SLAB 1 I I I TITE SCREW" INTO SLAB I I t l I w/12 -16d TO POST 1 1 I l 1 w/12- 6d TO POST, TYP. I t t I I----------------------------------------------------------------- L I I I 11 11 II ------------------------------------------------------------------� I l { !I II II I! I1 !I li It I l I L ----------------------------------------------------- L----------------- li---------------------- ----------------------------------------- T7 -------------------------------------,1 tl ----- 5 1 5-1 iI Ii DOM I" II II tl 2 II � rl tl 11 Z S-1 Ii tt 11 11 ! rt 11 II A-8 !t I1 t II II 1 6 Ii it . ►I tl t--t�-�----- II 11 1 II tr iI ii II I i i i 4" THICK 3000 P51 FIBER REINFORCED I t r I it { I CONCRETE SLAB ON 10 MIL PVC VAPOR r l 1 1 11 BARRIER ON 96% MODIFIED PROCTOR t L_____ _______________ I I COMPACTED FILL w/ TERMITE TREATMENT, I I I L------ ----------.----- 1 { I I TYP. ft 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - �. -------- _ _ .l 1 ------------------------------------------------------------------ ----- -- --- --;--------- -------------------j----- !I ------- -------------------------- - -------- --------- -- --------Jt - ----- --------- -----I 5 � 5 D BION =LAN -10 A-9 SCALE" 1/811 11 (4 (A 14 K101010 - u __(o_ J/ 5IMP50N LSTHDS w/ 24-16d SINKERS, TYP. EA. GARAGE DOOR JAMB 4 5-1 5IMP50N ABU66 ON 1/2'"t x 6'" TITEN SCREW" INTO SLAB w/12 -16d TO POST ('REVISIONS DATE OF ISSUE ll -1-I1 DRAWN BY: HGP SHEET NO. LAMAR S-1 l500(o STRUCTURAL NOTES:. 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and sha I be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2014 edition Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor - 15 psf unless otherwise noted Dead Load, Roof - 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for prepa `ing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Archit( ct shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requir, ments for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Gast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 1-16" LVL I 3 A-12 X M U) 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 1 Ib/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 !/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement, ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min. #6 bars - 32" min. #7 bars - 46" min. 6X6 } 6X6 4 2-2x6--, N PREENGINEERED FLOOR TRUSSES HiM 3-2x-/I/I Q MR 3-2x10/2/2 SPEAR WALLS: AT ALL SPEAR WALL LOCATIONS NOT NOTED OTPERWI5E, WALL TO BE SPEATPED WITP 1/211 C -D SHEATHING NAILED w/ 8d NAILS 10V 4" O.C. AT BOUNDARIES AND AT ALL OPENINGS, AND 6" O.C. AT ALL PANEL EDGES. AT INTERIOR LOCATIONS TO BE FINISHED at/ GWB, SPEAR WALL SPEATPING TO BE UNDER GWB. 0 I A-8 WALL ABOVE i t 3-2x10/2/2 SEE SECTI N5 FOR STAIR FRAMING r 2-2x4/111 N x 5 5 4x4 P05T A 4x4 POST A wvE AND 5ELOLL I&I LVL 2-2 1 n/1 3- N -2x10/2/1 -__ WALL ABOVE WA-.�1 NUMBER OF MEMBERS 51ZE OF MEMBERS NUMBER OF JACK STUDS 6 EA. END NUMBER OF KING STUDS 6 EA. END 2-2x8/I/I HEADER LEGEND. SCALE: I/4" = I' -0" ALL HEADERS TO BE AT TOP OF OPENING, NOT UNDER TOP PLATE, UNLE55 OTPERWI5E NOTED. 3-2X10/2/2 PMZfI 2 -2*14/1/1 3-2A10/2/2 N N 14. Reinforcing in footings shall be bent around corners or corner bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition. 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM A153, Class C, or ASTM B695, Class 50. When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM A153, Class C, ASTM B695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. 3-2x10/2/2 TE 2-2 314 It 16u 16" c` civ Q N Q 3-2x-/I/l ri >6 SECOND FLOOR FRAMINCs PLAN SCALE: 1/4" = I'-0" __J 2 A-12 a lei ('REVISIONS 'Q F i W a i M i �.+ U Z w CIO O=U:W Q a ul H w I 41-11 3-2x-/I/l ri >6 SECOND FLOOR FRAMINCs PLAN SCALE: 1/4" = I'-0" __J 2 A-12 a lei ('REVISIONS 'Q W M LJ �.+ U Z CIO O=U:W a H w V DATE OF ISSUE 12--1-1-1 DRAWN BY: PGP SHEET NO. LAMAR S-2 15006 O L11 In ©,m >w_� — A- 3-2xII7 1/2 .STRUC RAL ATHING 1NG W/ RING SH NAI g6" O T A P05T 16ELOWP--, 11 �I_ _ _ RIDCx �� C�ATHERINCs ROOM BELOW -------------- -- TRU / ------------ - - \ ROOF RIDGE LABS >z" NOM. STRUCTURAL HEATHIWx DECKING N� w/ 8d RING SHANK NA 49, I \ DING EDGE STRIP' 3 3-2x10!2/2 3 ACKS TOENAIL EACH END 50LE PLATE TO JOIST OR BLOCKING 16d to I6" O.C. NE E 2-16d COMMON AND IN ERE I TE AND " . AT C DOUBLE TOP PLATE ENTAD CLADDING E E LAP SPLICE IP'" P05T 16ELOWP--, 11 �I_ _ _ RIDCx �� C�ATHERINCs ROOM BELOW -------------- -- TRU / ------------ - - \ ROOF RIDGE LABS >z" NOM. STRUCTURAL HEATHIWx DECKING N� w/ 8d RING SHANK NA 49, I \ DING EDGE STRIP' 3 3-2x10!2/2 3 ACKS TOENAIL EACH END 50LE PLATE TO JOIST OR BLOCKING 16d to I6" O.C. TYPICAL FACE NAIL TOP PLATE TO STUD 2-16d COMMON END NAIL STUD TO SOLE PLATE 4-Sd COMMA 2-16d COMMON TOENAIL END NAIL DOUBLE STUDS Ibd 6 24" O.C. Q � � SEE SE TION FOR LABS >z" NOM. STRUCTURAL HEATHIWx DECKING N� w/ 8d RING SHANK NA 5 a 6" O.C. AT PANEL COMPONENT AND CL DING EDGE STRIP' 3 3-2x10!2/2 3 ACKS Q DORMER FIRAMING FLAN. r® li �I a3 -2x /2a II I I X N 2-2x 1/1 I rp <r � N I 2-2 2-2 -2x1lV/2/2 m Lu �t X N I � N z 2-2 /1/1 A � I Cr ar M � N . STRUG rU L SkEo THING 6..CKING ILED w/ 8d RING 5H AILS 9 6" O.C. AT PANE EDGES AND i E EDIAT AND 4" .0 At COMF ENT A IC 13LADDI EDGE TRIP R o I ` C LL N � 0 I 2 W m cl m I x N cn 1 I I 3-8" VL/2/2 34xi0/2 3 -JA S L_ �10 Ai9 PASTENING SE REPRODUCED FROM FBC TABLE 2304.9.1. SEE TABLE FOR ADDITIONALQU{ T RE REMEN S AND EQUIVALENTS) LOCATION FASTENING LOCATION TUBAL ANK N NTERME AND CLAD EATHI I 06"C.ATFANEL i TE AN )ING EDGE DECKIr4G 4" O.0 5TRf" J015T TO SILL OR GIRDER 3-Sd TOENAIL BRIDGING TO JOIST 2-5d TOENAIL EACH END 50LE PLATE TO JOIST OR BLOCKING 16d to I6" O.C. TYPICAL FACE NAIL TOP PLATE TO STUD 2-16d COMMON END NAIL STUD TO SOLE PLATE 4-Sd COMMA 2-16d COMMON TOENAIL END NAIL DOUBLE STUDS Ibd 6 24" O.C. PACE NAIL DOUBLE TOP PLATE 1661916" O.C. TYPICAL FACE NAIL DOUBLE TOP PLATE 8-16d COMMON LAP SPLICE BLOCKING: BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON TOENAIL RIM JOIST TO TOP PLATE 8d m 6" D.G. TOENAIL TOP PLATE, LAPS AND INTERSECTIONS 2-Ibd COMMON PACE NAIL CONTINUOUS HEADER, TWO PIECES l6d COMMON 16" O.C. ALONG EDGE CONTINUOUS HEADER TO STUD 4-8d COMMON TOENAIL CEILING J015TS OVER PARTITIONS 3-I6d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS 3-16d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL RAFTERS TO PLATE 3-8d COMMON TOENAIL BUILT-UP CORNER STUDS 16d COMMON 24" O.C. BUILT-UP GIRDERS AND BEAMS 20d COMMON a 32" O.C. FACE NAIL f TOP AND BOTTOM STAGGERED ON OFF051TE SIDES COLLAR TIE TO RAFTER 3-10d COMMON FACE NAIL JACK RAFTER TO HIP 3-10d COMMON TOENAIL ROOF RAFTER TO 2x RIDGE BEAM 2-I6d COMMON TOENAIL JOIST TO J015T BAND 3-16d COMMON FACE NAIL LEDGER STRIP 3-16d COMMON FACE NAIL WOOD STRUCTURAL PANELS SU15FLOOR, ROOF AND WALL SHEATHING TO FRAMING (NAILS SPACED a 6" O.C. AT EDGES 112" OR LESS 12" O.C. 6 INTERMEDIATE SUPPORTS 15/32" TO 19/32" EXCEPT 6" G SUPPORTS WHERE SPANS ARE 48" OR MORE) 19/32" TO 314" SINGLE FLOOR 3/4" 6d Sd RING SHANK (88032.3.1) 86 6d 6" O.C. EDGES AND INTERMEDIATE 4" O.G. AT COMPONENT AND CLADDING EDGE STRIP "3, SEE FIGURE 1609.2(c) NOTE: ROOF SHEATHING NAILING TO BE WITH Sd RING SHANK NAILS 1 3-2x10/2/2 3.2> 1012/2 3-2xlO/2/,! lr ! SEE SECTIONS FOR STAIR FRAMING I ! 44 POST BELOW RIDG GAt RING R60M BEbAL --- --- ----- ! 4/1/1 BEARING WALL BE 3-2x1012 ------------ I x N 2-2x4/1/1 V_ x A, N l f 0 w m 3/4" TIG ADVANTEX LYWOOD DECK PREENGINEERED FL OR TRUSSES is u WALL A50 `V EVISIONS 0 cf1 (� M a N � m U U¢ W � � 6 � � W 1 � W -2x10/2 3 -JA 5 U I --2 RAFTE X24" .C.— -- — — — -- — -- --- -- —� FE OFSUE1-11 DRAWN BY: I I - HGP A-� A-6 SHEET NO. r7`�CNUS ROOM � ATTIC FRAMING FLAN w/o [)CfR__��El*%Al/ LAMAR SCALE- 1/4"=V-0" - 1/2" W/i E Cot pM. STIR. RWS ES AND PONENT TUBAL ANK N NTERME AND CLAD EATHI I 06"C.ATFANEL i TE AN )ING EDGE DECKIr4G 4" O.0 5TRf" NAIL AT 3 j — I N e A-12 X N I j M ! 4/1/1 BEARING WALL BE 3-2x1012 ------------ I x N 2-2x4/1/1 V_ x A, N l f 0 w m 3/4" TIG ADVANTEX LYWOOD DECK PREENGINEERED FL OR TRUSSES is u WALL A50 `V EVISIONS 0 cf1 (� M a N � m U U¢ W � � 6 � � W 1 � W -2x10/2 3 -JA 5 U I --2 RAFTE X24" .C.— -- — — — -- — -- --- -- —� FE OFSUE1-11 DRAWN BY: I I - HGP A-� A-6 SHEET NO. r7`�CNUS ROOM � ATTIC FRAMING FLAN w/o [)CfR__��El*%Al/ LAMAR SCALE- 1/4"=V-0" - .YP. STUD TO DOUBLE I-SIMP50N SDWC1 ADDITIONAL fwZEQJ TOP PLATE AND HEADER, MIN, 600, SEE 1/5-2 AND PLAN FOR SYP 2 TOP PLATE SIMPSON SDWCI5600, I SCREW - 510" 2 SCREWS - 980" 3 SCREWS - 1,410" SPF 2x STUD SIMPSON 5DWC15450, I SCREW - 3100 2 SCREWS - 595" 3 SCREWS - 895" STUD TO DOUBLE 'TOP PLATE, MIN. I-SIMPSON SDWC15600 FROM STUD TO TOP PLATE, TYPICAL, SEE 1/5-2 AND PL FOR ADDITIONAL REQUIREMENTS I 51)UJC 1- SIMPSON MSTA2 w/14 -#0d, TYP.J-3 SCALE: I"=1'-0" 1-6" SIMP50N SOWC SCREWS 9 EA. ROOF TRUSS X SILL PLATE 12 VARIES VARIES ®= VERTICAL THREADED ROD HOLD DOWN SYSTEM, it VO THREADED ROD CONT, FROM FOOTING TO ABOVEit TOP PLATE. ALL THREADED RODS SHALL BEit it ANCHORED WITH SIMPSON TITEN HD THD3634RC (ROD it COUPLER) SCREW. AT ALL ROD PENETRATIONS, it PROVIDE A POLE IN PLATE 1/4" LARGER THAN ROD.it RODS MAY BE SPLICED w/ SIMPSON CNW CONNECTORS. RODS SHALL TERMINATE ABOVE TOPit PLATE AT 3"x3"x'/8" WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3 it THREADS ABOVE WASHER ALL VERTICAL RODS SHALL HAVE NUT AND WASHER AT SILL PLATE, it SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT O SILL PLATES AND ISOLATION OF METALS AT SILL.it Q w Q ! , VARIES S yARIES 1-6" SIMP60N SDWC SCREWS a EA. ROOF TRUSSit o = VERTICAL THREADED ROD HOLD DOWN SYSTEM. Y41 THREADED ROD CONT. FROM FOOTING TO ABOVE TOP PLATE_ ALL THREADED RODS SHALL BE ANCHORED WITH SIMPSON TITEN HD THD3(o34RG (ROE) COUPLER) SCREW. AT ALL ROD PENETRATIONS, PROVIDE A HOLE IN PLATE 1/4" LARGER THAN ROD. RODS MAY BE SPLICED w/ 5IMP50N CNW CONNECTORS. RODS SHALL TERMINATE ABOVE TOP PLATE AT 311x3"x'/8" WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3 THREAD5 ABOVE WASHER, ALL VERTICAL RODS SHALL HAVE NUT AND WASHER AT SILL PLATE. SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT OF SILL PLATES AND 150LATION O METALS AT SILL. ONE STORY HOLD[DICUA THREADED ROD SYSTEM SCALE: 1/2"=I' -O" 12 VARIES yARIES it it it it 240" SIMP50Nit SDWG—� SCREWS a EA. ROOF it it TRUSS Q TWO 5TOfR*r HOLIDEDOWN 7*'#NTHREADED ROD SYSTEM s -a xA.E. 112'1=1,-O" 4" SIMP50N SDWC - SCREWS a EA. STUD I - SIMP50N SDWF SCREW m MAX 26" O.C. 4" SIMPSON SDWC - SCREWS 6 EA. STUD 3,8"0 SIMPSON TITEN HD SCREW w/ MIN. 31/4" EMBED, ON SIMPSON BP'/z BEARING PLATE, TYR to MAX, 32" O.C., MAX. 8" FROM CORNERS AND SILL PLATE SPLICE. 4" SIMPSON SDWC —� SCREWS s EA. STUD TWO 6TCR"'r k4CLE)1DCUJN �51)UJF 5GREW SYSTEM s-aSCALE-.1/2,.m OPTIONAL HOL it � m N W p,r F,�; U DOUBL OF PLATit H it - ; it it itit I- SIM H2BA N it it it it w/10-8 x I,/. TY it ;; ii HEADER, SEE PLAN ii ,i ii it it it ii iit i i. it it ii N it JACK STUD, S ANit it i iiit it it it I- ii r It IF50N MST it it til w/14 -10d, it it it it it it it iiit 11 it KING STUD, SE AN it it i' it it it it t, it it ii it it it it tYP. STUD ii it ii it it ;; ii .i , it ti i it it OPENING OPENING ii it s iit it it N it it i, itP" it it it „ it it it ii it ti I itiiit it itit it it it 3/8" it 23/4' IMP50N T MBED, ON ii it it ii HD Sc -REI ;�MPSO1 BPI, I -SIM TSP i; it it r i i. itit 11 ii it /Z ii BE ° .. 11 ING PLAT 'fYP. '0 32" C ;it it 11 it it1 11it it - -f -.x SILL ATE 1; it i itit it i it .YP. STUD TO DOUBLE I-SIMP50N SDWC1 ADDITIONAL fwZEQJ TOP PLATE AND HEADER, MIN, 600, SEE 1/5-2 AND PLAN FOR SYP 2 TOP PLATE SIMPSON SDWCI5600, I SCREW - 510" 2 SCREWS - 980" 3 SCREWS - 1,410" SPF 2x STUD SIMPSON 5DWC15450, I SCREW - 3100 2 SCREWS - 595" 3 SCREWS - 895" STUD TO DOUBLE 'TOP PLATE, MIN. I-SIMPSON SDWC15600 FROM STUD TO TOP PLATE, TYPICAL, SEE 1/5-2 AND PL FOR ADDITIONAL REQUIREMENTS I 51)UJC 1- SIMPSON MSTA2 w/14 -#0d, TYP.J-3 SCALE: I"=1'-0" 1-6" SIMP50N SOWC SCREWS 9 EA. ROOF TRUSS X SILL PLATE 12 VARIES VARIES ®= VERTICAL THREADED ROD HOLD DOWN SYSTEM, it VO THREADED ROD CONT, FROM FOOTING TO ABOVEit TOP PLATE. ALL THREADED RODS SHALL BEit it ANCHORED WITH SIMPSON TITEN HD THD3634RC (ROD it COUPLER) SCREW. AT ALL ROD PENETRATIONS, it PROVIDE A POLE IN PLATE 1/4" LARGER THAN ROD.it RODS MAY BE SPLICED w/ SIMPSON CNW CONNECTORS. RODS SHALL TERMINATE ABOVE TOPit PLATE AT 3"x3"x'/8" WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3 it THREADS ABOVE WASHER ALL VERTICAL RODS SHALL HAVE NUT AND WASHER AT SILL PLATE, it SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT O SILL PLATES AND ISOLATION OF METALS AT SILL.it Q w Q ! , VARIES S yARIES 1-6" SIMP60N SDWC SCREWS a EA. ROOF TRUSSit o = VERTICAL THREADED ROD HOLD DOWN SYSTEM. Y41 THREADED ROD CONT. FROM FOOTING TO ABOVE TOP PLATE_ ALL THREADED RODS SHALL BE ANCHORED WITH SIMPSON TITEN HD THD3(o34RG (ROE) COUPLER) SCREW. AT ALL ROD PENETRATIONS, PROVIDE A HOLE IN PLATE 1/4" LARGER THAN ROD. RODS MAY BE SPLICED w/ 5IMP50N CNW CONNECTORS. RODS SHALL TERMINATE ABOVE TOP PLATE AT 311x3"x'/8" WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3 THREAD5 ABOVE WASHER, ALL VERTICAL RODS SHALL HAVE NUT AND WASHER AT SILL PLATE. SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT OF SILL PLATES AND 150LATION O METALS AT SILL. ONE STORY HOLD[DICUA THREADED ROD SYSTEM SCALE: 1/2"=I' -O" 12 VARIES yARIES it it it it 240" SIMP50Nit SDWG—� SCREWS a EA. ROOF it it TRUSS Q TWO 5TOfR*r HOLIDEDOWN 7*'#NTHREADED ROD SYSTEM s -a xA.E. 112'1=1,-O" 4" SIMP50N SDWC - SCREWS a EA. STUD I - SIMP50N SDWF SCREW m MAX 26" O.C. 4" SIMPSON SDWC - SCREWS 6 EA. STUD 3,8"0 SIMPSON TITEN HD SCREW w/ MIN. 31/4" EMBED, ON SIMPSON BP'/z BEARING PLATE, TYR to MAX, 32" O.C., MAX. 8" FROM CORNERS AND SILL PLATE SPLICE. 4" SIMPSON SDWC —� SCREWS s EA. STUD TWO 6TCR"'r k4CLE)1DCUJN �51)UJF 5GREW SYSTEM s-aSCALE-.1/2,.m OPTIONAL HOL V., , (REVISIONS ,z O � m N W p,r F,�; U VQ W � CJ7 �W H - V., , (REVISIONS DATE OF ISSUE ll -1-1-1 DRAWN BY: HGP SHEET NO. LAMAR S-4 1500(0 ,z O � m N W p,r F,�; U VQ W � CJ7 �W H U DATE OF ISSUE ll -1-1-1 DRAWN BY: HGP SHEET NO. LAMAR S-4 1500(0 ELECTRICAL LE(oEND $ SWITCH, SINGLE POLE 3 SWITCH, THREE-WAY SWITCH, FOUR-WAY e SWITCH, RHEOSTAT $ I10V DUPLEX OUTLET 44 0 110V DUPLEX OUTLET w/ MOUNTING HEIC, HT Wf= 110v DUPLEX OUTLET, WATERPROOF C�F 110V DUPLEX OUTLET, FLOOR MOUNTED C IlOv DUPLEX OUTLET, CEILING MOUNTS 110V DUPLEX OUTLET, HALF SWITCHED V110v DUPLEX OUTLET ON DEDICATED CIRCUIT 220V OUTLET 110V DUPLEX OUTLET, ARC FAULT IIOV DUPLEX OUTLET, ARC FAULT, HALF SWITCHED 110v DUPLEX OUTLET, GPI Q JUNCTION BOX ® CEILING: SPEAKER, BY SYSTEMS CONTRACTOR DOOR CHIME BUTTON © DOOR CHIME ® SMOKE / CARBON MONOXIDE DETECTOR PATvCOM51NATION PHONE TV OUTLET A PHONE LST v Tv, CABLE LIGHT FIXTURE, CEILING MOUNTED, CAN TYPE, LED BULB LIGHT FIXTURE, CEILING MOUNTED LIGHT FIXTURE, WALL MOUNTED LIGHT FIXTURE, WALL MOUNTED FLUORESCENT LIGHT FIXTURE, UNDER CABINET MOUNTED LIGHT FIXTURE, 2-48" BULB FLUORESCE NT fB LIGHT FIXTURE, RECESSED STEP -E:=PANELBOARD, 12" t0 TOP DISCONNECT, 12" TO TOP CEILING FAN w/ LIGHT CEILING FAN w/o LIGH << ,� 84" CEILING FAN 4 � 1 � ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE SMOKE / CARBON MONOXIDE DE rECTOR SYSTEM A5 REQUIRED BY CODE ALL ELECTRICAL WIRING SHALL BE IN ACCORDANCE WITH 2011 NATIONAL ELECTRIC CODE. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12, ELECTRIC CONTRACTOR SHALL INSTALL ALL BOXES AND HAVE OWNERS APPROVAL OF LOCATIONS AND QUANTITY PRIOR TO BEGINNING WIRING. 100% OF FIXTURES SHALL BE BULBED WITH HIGH-EFFICANCY BULBS AS DEFINED BY FBI -ENERGY R404 WALL ABOVE GAS TANKLE55 r ------------------------i SHOWER, L--------------------- WALL ABOVE ELEC. METER GA5 TANKLE55 WATER HEATER FIRF FLOOR ELECTRICAL FLAN, SCALE: A/C AREA = 1,312 S.F. AREA UNDER ROOF = 2,153 S.F. REVISIONS Q H U M W M 114N (A M U U �C W � C~ Q W U lel DATE OF ISSUE 11-1-11 DRAWN BY: HGP SHEET NO. LAMAR E— I L!!O�(o LL SOFFIT MOUNTED .000 LIGPTS TO BE ON 1' CIRCUIT - --- ------ --------------------------------------------------- ------------------------------� ,DITCHED AS DIRECTED Y OUTER 2044 D.N. 3044 D.H. I I I I _ I i RAIL 1 FAIL( I I I I I I I I I i I I I I I I I I I I II I I I i I G 16 I I f !.------------------ - - - -- - - -- -- - --- M. 5ATH j I I 19 --------- -------- --- --- /I-------------------- - - - - ---T- y-- --- , ��. aI w, I ----------------------- --I L QI LL DECK a I GAT ERING I I I I I I i I I I I I I ! I 3 4 4 �Y I I I I I LINEN ° I I BREAK AT GEIL ` --- ----- a -- -- --- i - ---------- - - - --� Q I �..I, I <[ / ATH 5ATH -�� 41 I 5EDROOM a 5EDROOM BEDROOM DECK i I c I r I i CL I t I I I I (L E:l E:l I I I iL RAIL! L [6-11 I I _ � I I I I _ --------------------------------------- --------------------------------------------------� ALL SOFFIT MOUNTED FLOOD LIGHTS TO BE ON THREE WAY CIRCUIT SWITCHED AS DIRECTED BY OWNER SECOND PL0CF,--, ELEGTfRICAL FLAN. xEVISIONS DATE OF ISSUE 4-12-11 DRAWN BY: NCsP f SHEET NO. LAMAR E�2 1500(o 17 � STAIR I Ia I I I WALL BELOW I E30NU5 ROOM / ATTIC ELECTRICAL PLAN SCALE- 1/4"=I'-0" PREVISIONS ISSUE 4-12-11 DRAWN BY: NGF SHEET NO. LAMAR E-31500(o I i9 I I20 ------------------------------------------------------- -------------- I ----- i I I 5 I I I I I ROUGi.4 FOR: 220V, 30A FUTUR� A/C I CE ---- LING BREAK I- I10V, 20A FOR --------------------------1 uTuRs LIExNT-ANb ( I I OUTLETS AND EXTEND GF1 CIRCUIT FOR I FUTURE BATH ROOM I ----�---------------------------------- R ---- IF RIDGE ABOVE ----------- ---- ----------------------- J ---------------------------------------------- -------------------------- - — ATTIC; i RIDGEfP MASTER BEDROOM CEILING:_ ----------------------------------- / \ STUB PLUM fNG 1 I _ - - - - - - - CE LING BREAK \ FOR FUTUR� BATH -=- / I -- ----- ---------------------L----- i 5ONt�S I I \ I / I ROO1" C i � I 1 � I I I I I I I I I I I i I I I I I I I I I I I Ia I I I WALL BELOW I E30NU5 ROOM / ATTIC ELECTRICAL PLAN SCALE- 1/4"=I'-0" PREVISIONS ISSUE 4-12-11 DRAWN BY: NGF SHEET NO. LAMAR E-31500(o