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Plans 1750 Selva Marina Dr 2011garage summer kitchen tp 7"-lY2ll 301-4%li 49 10 co T 01 0 ---- ---- ----- I...4 V.4 F";, V oil lol- lol- OUTDOOR H& SHWR W/ J ENCLOSURE" 321 0 & BENCH OD 3: B E CA P T A OL EXISTING ve T 61 P T POOL c*4 t F.4 2xb 5T Q5 lix 7 L70 mil EXISTING 6, 00 UR G PL i I. 0 po & Ue I ER POOL DECK T �H 0 c*4 rail �4 0 4) uv V rA J s J )RC 0 tv 1011 PERMACAST OUTSIDE 2 TUSCAN COLUMN OVER P.T. 4x4 P0% STORAGE E E 101-911 111-211 CONC 101-911 91 0 x J N 0 EXISTING POOLDECK 2 ve T. RELOCATED POOL EQUIP J J �Ql PORCH IS 611 ABOVE POOL �A7) J 0 0 �--�DECK, ALIGNED W/ EXISTING ODv- RAISED PATIO L 2 00 P 01-4-11 101-loxii A7 ---- - - 000, ------------------- 41 T R lu P"Fl, s > lit 0 ID U jkl R & EXIST SUNROOM 0 0 1A _j 1-0 p AX 0 Os AI LL z 3211 EXIST BRM 1 C) 141-4"xl5l-211 < lu T C HANDRAIL AT 5611-1 ABOVE NOSINGS W/ ip 15R h- F� I _j VERTICAL PICKETS ri r_ I — < 07.2911 tu SPACED TO STOP 101 411 SPHERE 16),-lol 31-10 U) Z 04 F�t WET BAR --------- OVNS GARAGE DW N CONC rU, Ft;ii-', 1,": 0 , roll wo, 0 R011 04 x c*4 SLOPE SLAB DN EXIST DINING I"F t P.T. 6x6 POST EXIST LIVING N C14 qb EXIST Ki rCHEN I? EXIST BATH 121-roll Lw RELOCATED IRRIGATI:)N PUMP UP --------------- J co 0 II - -- - --- RELOCA7EC AC CONDENSER -------------- -------- DRYf'-R SINK EXIST > EXIST FOYER PWDR IRA LNDRY EXIST iER all -------------------------- EXIST FAMILY EXIST BRM 2 -gpf "fill 'N 41 -g, 1MVISIONS 1651-011x7l-011 6vE*HrzAD DOOR 91-0i'll OVERHEAD D NH �A < 0 91-011 01.811, 161-01 0 321-011 51 11 _j maimdr� EXIST GARAGE RCF 'IF CISEACH Crff OF SU pERMffS FOR ADDYOONAL d) Ll CONVMONS. 90 RWUIREMENTSAND r =XIST WALK DAIR BY. W C-4 0 Qf 0 E FIRST FLOOR SEE SHEET A2 POIR NOTES. FILE Co 1/411 11-011 Eli. F,I!:- I I sh. oil At 0 i T j it INS co 0 C 0 it EXIST BRM 4 161-411x151-711 0 81-1111 (VERIFY TO CEN ER ON CEILIG RIDGE) 2-11-20t-1-0��-DH 5611 HIGH RAIL W/ VERTICAL PICKETS SPACED TO STOP REMOVE EXIST BALCONY" & REPLACE C14 411 SPHERE EXIST WINDOWS & SLIDIMG GLASS co 0 DN--- 111-4 DOORS W/ NEW WINDOWO J 4x4 POS CSMT 2-11-2850 CSMT 11-2850 CSMT 11-1050 1 F Do 111-2Y2111 C5 Go 4x4 PO,% 41-85/411 ------i 41-01 K DN 4 CA EXIST MASTER 0 N �j if j� N t`7 C) V < IU ATTIC > 0 0 PLYWD LU no EXIST ROOF BE-LOW ---------------- < z co Hj ILI J. L--------------------- Z ^A 0 -j �A7) 14kil 9!t"', 21 lu r 2-11-28;c26 2-11-28k26 DH DH 2-11-28:c26 DH t ROOF BELOW d� 1-011 0 2 41-1011 91-211 91-201 41-1011 �21-011 EXIST ROOF BF-LoOW 321-011 I E� 41 TABLE I COMPONENT AND CLADDIN DESIGN PRESSURES DESIGN CRITERIA AND LOADS WALLS one esignatior Building C Interior Zone End Zone 2007 Plorkdo Building Code ve w/ 2009 Amendments Eff ecti (pof) (pof) Wind Area Roof LoadjM 0 10 of +55 -36 +55 -45 S E C N D FLOOR REVISIONS W NOTES: Load 7 pof Top Chord Dead 1/411 11-011 -N,%IONS. 1. VERIFY ALL DIME Top Chord Live Load 20 pof 11 20 of +32 -35 +52 -42 0 Bottom Ch -TAL FASTV ord Dead Load 5 pof 2. ALLME NERS, CO ttic w/o Storage Live Load 10 pof NNECT4RS, ANCH( RS AND HARDWARE THAT 0 lit A IN CONTACT WITH PRESSURE- 1� ARE EATED D SHALL BE STAINLESS 21 50 of +30 -53 +50 -38 0 STEEL (A304 OR Nb%) OR HOT-DIP LVANIZID. CONTRACTOR SHALL VERIFY COAT NG ftOUIRP-MeNTS WI H TREATED WOOD AND METAL Floor Lamdk)a 51 100 of +28 -51 +28 -55 CONNECTOR MANUNACTURER, Dead Load 15 psf 3. ALL EXPOSED EXTC-RIOR CONNECTORS AND STENERS TO BE STAINLESS STEEL. Residential Live Load 40 paf 4. THIS PROJECT IS qZLASSIPIED AS A LEVEL ALTERATION, 3: rd Dead Load 5 pof END ZONE DISTANCE, a 41 IT Bottom Ch* -1 Lill 5. ALL NEW EXTERIOIR WINDOWS & DOORS TO EET WIND PRESSURES 0 Ile INDICATED ON THI% SHEET. ROOF 1 0 6. DESIGN MEETS WI 41) LOAD REQUIREMENTS THE 2007 FLORIDA BUILDING one 0 eeignotio CODE RESIDENTIAL. W/ 2009 AMENDMENTS r, R 120 MPH WIND SPEED, EXPOSURE C. Wind LoodWla Interior Zone t-nd Zone Overhang 7. ALL TIMBER FOR 5kAMS, JOISTS, & COLUMt SHALL BE SYP NO 2 KD (SPIB), Wi peed 120 MPH Basic nd 5 (pof) (psf) (pef) V OR APPROVED EQUAL. ALL TIMBER SHALL VE A MAXIMUM MOISTURE Exposure Category C Effectiv CONTENT OF 199. Impor 1.0 Wind A Go tonce, Factor C) S. DESIGN MEETS REQUIREMENTS OF 2007 PBC R W/ 2009 AMENDMENTS USING Building Cdt0gory II ASCE-7 DESIGN CRATERIA. ALLOWABLE DEF ECTION OF STRUCTURAL MEMBERS z 0 10 of +51 -33 +51 -59 Enclosed -57 Interior Pr*S&Ure Coeff 0.18 MEET REQUIREMENTrS OF FBC-R TABLE R301. . 0 9. PROVIDE 5/8" TYP�= X FIRE RATED OYPSUM OARD AT CEILING SEPARATING k C&C Desigim Pressures (see table 1) 11 20 of +50 -52 +30 -37 -55 GARAGE PROM SPACES ABOVE, LU 10, ALL GLAZING IN 5.)XTERIOR WINDOWS & DO TO BE IMPACT RESISTANT 29 +2 -55 -116ORNE DEBRIS PROTECTIO FOR NEW GLAZED OPENINGS 21 50 of +29 - 9 -35 OR PROVIDE WIND -BC R304. CUT, �41 ATTACHMENTS). WINDOW MEETING r .2.1.2 (7/1611 MIN PLYWD, PR DESIGNATIONS ARE7 WEATHERSHIELD, OTHER MANUFACTURERS ARE ACCEPTABLE. 51 100 of +28 -28 +28 -35 -51 71 2 jT, i� M &h. END ZONE DISTANCE, a 41 Q,' A2 rw 00 in -IMRGLA*98 SHINGLE HARDIF--BOARD LAP /r SIDING ROOF EXISTING HOUSE It l� xi I I I I I Ill 1 0 I —I— j— u u u u u u u u u uj .......... W LLd lk' - 11Ej I I E FA [I I I I I -TI�11 I 1 1 1 1 1 1 1 u u u u u u u u u u u u ul u u -T-L-F ko C ---------- ;Ls ool L�J I I—T I I I I 1—u 1 �4 0 GARAGE DOORS 4W EXISTING ELEVATION -AS1 BRACKETS SUPPORTING ING OPEN PASSAGE E EXTENDED OVERHANG 1/411 1"-0" tu > a LAPPED HAADIBOARD /SIDING ON 1/211 PLYWD no SHCATHINGO ON 2x4 FRAMING GARAGE ROOF ivj z 1; -XISTING HOUSE BEYOND h" 15 BEYOND FIBERGLASIS SHINGLE -W WINDOWS IN PLACE �j lf NE ROOF OF EXIST DOOR & WINDO 5 tu jil lI, 1 44" 1 1 1 1 1 1K Ill t I I I A E I vi 1 1 1 1 -1 T I T- I I f I oo 0%, co 2$0�'T, L AH -T-i T-17 11h I L 14 ------- J Ilool \WRAPPED BE-AM \LOUVERS OD 100 I�2 I J 1 Ir _j CH ��Jlll PERMACAST TUSCAN COLUMNS"� 19110 PFRRMACAST TUSCAN COLUMNS TIP ROOF 0�> LOW SLOPEDPOR WEST ELEVATION REVISIONS 11-011 Al 1/411 �[�jj Jill 0 0 iv I�il 321-011 321-011 321-011 811 131-811 SHED GABLE 181-411 181-411 END TRUSS to I l000 LINE Of= ROOF 12 12 12 2 12 12 --- L2 a LINE OF WALL -0. OUTRIGGER 1.10 LL--- END TRUSSES SHOWN 12 RUSS AT WEST RIDGE Z -v-v I J HOWN - ADJACENT TRUSSES ADJACENT TRUSSES v- v- S -40 POST & BEAM STEP DOWN TO MATCH Ri J STEP UP TO WATCH v- to og J v- SIDE WALL SLOPE OF P0F9CH ROOF SLOPE OF PORCH ROOF POST & BEAM" POST & BEAM Go tu 2ND FLOOR �POST & BEAM I "O'l r r r r r r r r 'i, A �1-5Y211, 111-43/4 /41 IT Ir 41-83 1 1 191-411 1 121-811 SHED GABLE END TRUSS SHED ROOF TRUSSES SHED ROOF TRUSSES 1/811 lk-011 11-011 321-011 1/8 1-0 T ES T GARAGE� ATTIC FLOOR WALL A,:11�1 tH w sh. ]�:[Lz �1 11-011 u I NP �TSS A3 i �7 'A Y1 po c* 41 od 4x4 VERTICALS W/ RIPPED LOUVERS 1x WRAP SCISSOR TRUSSES OVER BLACK ROOF TRUSSES IN6C!CT SCREEN LOUVERS w-- TONGUE & GROOVE WOOD CEILING 12 12 1x1O FRIEZE rvGUE & GROOVE WRAPPED BEAM --,TO WOOD CEILING 12 �4 DORIVIER WALL BEYOND En ri BONUW) ROOM 0 1A 51 LIGHT 12110 PERMACAST fmIXTUReS ea Ea PEIRMACAST COLUMN LIGHT-,`-� ko C FIXTURES --5/,*,x6 HARDITRIM 12110 PERMACAST L 0 CofNERS TYP PERMACAST COLUMNS J j J i : ---------I— ------ STONE FIREPLACE PORCH GARAGE Y; TO THE EWILDING SECTION LOOKING SOUTH NOWTH SHOWN U L I G SECTIO LOOKI G WEST yi� 1! a 1611 HIGH STONE -011 �/4? 11-011 DAOHED 0 1/411 11 HEARTH HOOD & VENT THRU fill W/ ROOF CAP ROOF p iN. SCISSOR TRUSSES tu > il ;1JI, 12 12 NEY BEYOND tu c) 0 TONGUE & GROOVE J LL V- -V WOOD CEILING z 1� qr, ALIGN BOTTOM OF WINVIOW WITH T01P . . . . . tu 'fg[, OF BA I I I I 1x1O FRIEZE > *12 BAND lu H FiSERGLASS SHINGLE 0) Z RC410 uo < 3-2x12 BEAM W/ CEDAR -j 1x12 WRAP ON BLKG TO LIGHT PROVID5 9 1/211 WIDE BEAM FIXTURES Lu OUTLINE OF 1313 LINE 01= EXISTING HOUSE 124 - --------- STORAGPE ROOM PERMACAST TUSCAN WALL T COLUMN LOW SLOPED PORCH 0 ROOF B5YOND u u u J u u u u u I u III WALL BEYOND J BAR EXISTI NG POST WRAPPED W/ 10"0 PERMACAST BUILDING SECTION LOOKING EAST TUSCAN COLUMN MA �1/4 11-011 1214 PERMACAST 0 TUSCAR COLUMN TLASCAN COLUMN FIBERGLASS SHINGLE ROOF J I A I I I I I I I I I V=A 12 NIT" 12 PORCH NORTH EL"- VATI -011 1/411 -1x1O FASCIA 0 v- 11 L I I I I t N10 BAND �Ij 06 0 HARDIBOARD LAP 3-0 SIDING Z U I u u u u u u u u 0 =F:-7 I (D BRACKETS SUPPORTING > EXTeNDeD OVERHANG PERMACAST Lu OPEN J TUSCAN COLUMN CD '-lxl2 BAND 0 co '01 SLIDING DOOR 4 8 DO) sh. GARAGE SOUTH ELEVATION fl! 1/411 - 11-011 oe A4 W pq 7 311-105/411 cd cc T A III di 0 V — — —— — — —- 201lx56llx36ll CONC FOOTING W/ 445 EACH WAY A k� .1-) Cd t Jol-,911 2i 1 1-4:Y411 101-911 SLOPE SLAB 811 THICKENED EDGE qq_01_611 W/ 145 CONT Go d 11611x2011 CONC FOOTING A W/ 3-#5 CORT 0 :it 411 CONC SLAB W/ 6x6 W1.4 201lx48llx48ll CONC FOOTING xW1.4 W.W.F. OVER 6 MIL VAPOR --------- W/ 645 EACH WAY BARRIER ON CLEAN, COMPACTEDi w okrl TERMITE TREATED FILL L F 0 411lx65llx161l THICKENED SLAB i J W/ #5 0 12 O.C. EACH WAY C14 if 411x2411 tCONC FOOTING 20lix24lix2411 CONC FOOTING;, 16llx12ll THICKENED STEP 201lx2 V Pr W/ 245 CONT W/ 5-#5 E^CH WAY W/ 345 EACH WAY F— r 101-.911 101-911 111-211 )9 JI --——————— ——————— 161lx20ll CONC FOOTING _j L__J L _J L L--- j I W/ 345 CON 811 THICKEN&V EDGE 0 SLOP SLAB RELOCATED W/ 1-#5 C04NT w+01-011 �J' 51-0 POOL EQUIP SLOPE SLAB 1LOPe SLAB AIN 54llx59llx2011 CONC FO -01-611 OTING if W/ #6 0 1211 O.C/ EACH W-01-611 -01-roll WAY 0 JOxll 51-0 101-1 1 10 101-411 ——— DROP-IN GAS 4 GRILL W/ ELE 81-oll EXIST SLAB & FOQJNDATION 4 STARTER I r——————I— UNDERCOUNTER > 0 0 HOOD ABOVE 0 EGRAL L___j �q, W/ INT RIG & tcE MKR J L _J SLIOPE SLAB LIGHT & SWITCHES 0 0 _j u- S-01-611 ---- -of-roll 41-611 z SLOPE SLAB SLOPE SLAB 41 7 S+01-011 S 0 ------- - ------- r- ———————— —— ——————— -01-611 P411 CONC SLAB W/ 6x6 W1.4 .................... H "gi I I xW1.4 W.W.F. OVER 6 MIL VAPOR 11611x2011 CONC BARRIER ON CLEAN, COMPACTED, PROVIDE SLIGHT' SWALE 1211 DEEP FOOTING W/ 1:8 SIDI! SLOPES TO KEEP W/ 3-#5 CONT TERMITE TREATED FILL > 1 A jil,j i !m _j Fp f=K�OM FLOWING INTO CANALIRETAINING 2688 CF S+of-oil z (52265 SF ADDN X 1011 RAIN) N 140 34'5011 W 1.50.001 I i IF 00 1/4" EXPANSION JOIbLT MANTE-ItIAL TYP EXISTING CANAL M 411 CONC SLAB W/ OX6 W1.4 xW1.4 W.W.F. OVER 6 MIL VAPOR Ill I I !,;' 1 : 1 �!�[ :f I I BARRIER ON CLEAN, COMPACTED, =ATED FILL TERMITE TRL EXIST SLAB & FOUNDATION 121 > if SLOPE SLAB ---—----—--—--- 0 0 +01-011 -NED 561lx561lx12ll THICKC SLAB W/ 445 EACH WAY 0 NEW_-P_O_OL_5ATH N 0 If & STORAG SLOPE SLAB L _ __J *XIST POOL L if c*4 D -CK RELOCATED lu TBACK IRRIGATION PUMP EXISTING 04 POOL NEW PORCHES Itif �j 1' 1! il i 1A �l �il 1 RELOCATEb z 0 �ill J AREAS POOL EQUtP f RELOCATED LOT 41,250 SF 28.211 AC CONDENSER 11611x2011 CONC EXIST !bMl BACK 280 SF FOOTING EXIST HOUSE 3 RELOCAT D--,� -/STOR 1216 NEW GARAGE W/ 545 CONT IRRIGATI& NEW PORCH 2010 PUMP EXIST DECKS REMOVED 345 ,or'."ven", REMAINING POOL DECK 1086 EXIST FRONT WALK 236 RELOCATED r DRIVEWAY 2330 121 R,5 AC CONOSR TOTAL IMPERVIOUS 10,167 SP (24.6X) 0 ( M-7 all L—————————— — —— — — ——————————— ———————— — j &1.%7 All lid . . . . Nf! j 4N-01-611 0 EXIST 14ETBACK S N ReVISIONS -01-611 EXIST CONC WALK ro EXTENDED TO NEW m 91-011 1rol-oll 141 RAE AD DRI y 121-811A 0 -WAY 1-011 51-811 11 XIST CRACKED DRIVE P :52 321 11 51,- 11 REMOVED & REPLACED W/ NEW 4" CONC DRIVE c ACK lutuiI— — — — — — — — — — — — — 50 B.R.L. ly CONCRETE NOTES 3,000 PSI AT 28 DAYS (UNO). 1. CONCRETE COMPRESSIVC STRENGTH FOR FOOTINGS & SLABS 61 RAD x 2. ALL REINFORCING STEeL 03 & BIGGER SHALL BE ASTM A615 RADE 60 DEFORMED BARS (UNO). 3. ALL REINFORCING STEI�[L SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 251, LAP. lu LU 4. FIBr=RMr=SH IS AN ACCICPTABLE ALTERNATIVE & SHALL NOT REQUIRE WWF. - FRE c- 1 4 5. EARTH FILL SUPPORTINfp. SLABS ON GRADE SHALL BE -rz OF ORGANIC MAT R AL & CD COHESIVE SOILS. COMFVACT THE! FILL IN 1211 LIFTS TO AT LEAST 95X OF MODIFIED DENSITY. MINIMUM SOIL BEARING CAPACITY = 2000 PSF, PROCTOR MAXIMUM DRY W FLOOD ZONES X & AE -MP SAW CUTS IN A 15lx16l GRID THROUGHOUT 0 6, TO CONTROL CRACKING IN THE SLAB CUT 111 DE THE SLAB WITHIN 12 4 H&)URS OF A CUCRETE PLACEMENT, S 14; 3415011 E 150.001 FOUNDATION PLAN LOT 8, BLOCK 9 Alf SHOWN ON MAP 1/411 11-011 0 OF SeLVA MARINA UNIT- NO,- 5, AS 0 OOK 50, R SELVA MARINA DRIVE RECORDED IN PLAT i� AGES 0 29-29A OF THE! PUOLIC- RECQRD 100' R/W DUVAL COUNTY, FLPRIDA. SITE PLAN fill 301-011 oh. IV A5 I IN�1 t #1 P.T. 2x6 OUTRIGGERS 21-011 O.C. P co IL) cri lk NOTES: 7, ALL METAL FASTENERS, CONNECTORS, AINCHORS, AND HARDWARE THAT ARM 0 CD -ATED WOODSHALL SPECIAL SHEAR WALL SCHEDULE EXPOSED, EXTERIOR, OR IN CONTACT WITH PRESSURE TRE poll 1. PROVIDE 2x4 MIN BLOCKIING AT ALL RIDGES, HIPS, BE STAINLESS STEEL OR HOT DIP GALV10k.NIZE-D. MARK SPECIFICAn 314 1,1411x11 17/811 PARAL.LAM rF1_qjM AND VALLEYS. PROVIDE PULL HEIGHT BLOCKING AT 10 r/ MIDSPAN OF ALL FLOOR JOISTS. 8. OS5 SHEATHING MAY BE SUBSTITUTED FhOR PLYWOOD SHEATHING AT ROOF & ATTACH 1/2- APA RATED EXPOSURE I STRUCTURAL I GRADE, go WALLS PROVIDED IT IS STRUTURALLY RATED FOR THE SAME SPANS. PLYWOOD SHEATHING TO ONE FACE Of STUD WALL WITH 8d COMMON 5 1/4#X11 7/811 PSL BEAM I 2. INSTALL 2X4 SYP #2 C010TINUOUS BOTTOM CHORD SW-1 NAILS AT 3" ON CENTER AT ALL END§, EDGES & BLOCKING AND AT J% LATERAL BRACING PER -11RUSS MANUFACTURER 9. SW-# INDICATES SPECIAL SHEAR WALL REQUIREMENT TYPE. see SCHEDULE 6" OC AT ALL INTERMEDIATE SUPPOR11i PROVIDE 2 5/8 .41 w THREADED UPLIFT CONNECTOR RODS AT EACH END OF SHEAR WALL DRAWINGS. FASTEN BRACING TO EACH TRUSS AND ON THIS SHEET. END WALLS W/ 2-12d COMMON NAILS. rL4 a 2X6 STUDS MIN EACH SIDE OF RODS. ATTACH UPLIFT ROD 0 6 WITH (2 10. ATTACH ROOF TRUSS TO DOUBLE TOP PLATE W/ THE FOLLOWING TO ANCHOR BOLT EMBEDDED 16" INTO NEW FOOTING. r-D 0 3. ALL BEARING STUD WALLS SHALL BE CONSTRUCTL CONNECTORS ACCORDING TO THE UPLIFR"r REACTION INDICATED ON THE ka" APA RATr=D-- I W/ SYP #2 DOUBLE TOP PLATE, SPF #2 STUDS SIGNED & SEALED TRUSS CALCULATION S�-: on E 1. STRUCTURAL I GRADE, N SPACED 0 1611 O.0 MAX, AND A PRESSURE TREATED ROOF SHMATH'G PLYWOOD SHEATHING TO OUTSIDE FAGIE OF FIRST AND SECOND FLOOR w EXPOSURE! 1 PLYWD ATTACH 1/2" APA RATED EXPOSUR SYP #2 SINGLE BOTTOM PLATE UNO. FASTEN MACH I-SIMPSON H2.5 FOR UPLIFT LESS THAN -400 LBS; ATTACHED W/ 8d RING END OF STUD TO TOP AMID SILL PLATE W/ 2-16d I-SIMPSON H10 FOR UPLIFT LESS THAN *00 LBSj STUD WALL WITH 8d COMMON NAILS AT 3" ON CENTER AT ALL ENDS, NAILS 0 411 O.C, EDGES & BLOCKING AND AT 6- OC Mr ALL INTERMEDIATE SUPPORTS. 0 A COMMON END NAILS AND 2-10d COMMON TOM NAILS. 2-SIMPSON HIO FOR UPLIFT LESS THAN U00 LBS; SW-2 P AT ALL ENDS, EDGES, PROVIDE 5/8-0 THREADED UPLIFT COINNECTOR ROD AT EACH END OF lu 0 roll PROVIDE A MINIMUM 5-S-rUD POST AT THE CORNER OR 1-SIMPSON H10 & 1-MGT FOR GIRDER TRU%SeS AND UPLIFT LESS THAN 4000 5 AIND BLOCKING & INTERSECTION OF ALL BCARING WALLS. LBS. MGT SHALL BE ATTACHED TO 5/811 'THREADED UPLIFT ROD. PROVIDE 2 SHEAR WALL WITH (2) 2X6 STUDS MIIN EACH SIDE. ATTACH UPLIFT all A7 AND 3 STUDS BELOW 2-PLY AND 5-PLY TrRUSSES. ROD TO ANCHOR BOLT EMBEDDED 16?v INTO NEW FOOTING. INITeRMEDIATE 4. 1/21' APA RATED EXPOSUFM 1 PLYWOOD SHEATHING SQPPORTS SHALL BE ATTACHED TO) THE OUTSIDE FACE OF ALL 11. ATTACH WOOD DRAG TRUSS TO SLOPED IDOUBLE TOP PLATE W/ SIMPSON ATTACH 1/2- APA RATED EXPOSURE 1, STRUCTURAL I GRADE, W SW-1 EXTERIOR STUD WALLS VVI 8d COMMON NAILS * 4" A35 0 16" O.C. ATTACH 1/2" PLYWD SHEATHING TO FACe OF DRAG TRUSS W/ PLYWOOD SHEATHING TO UM FACES OF FIRST FLOOR GARAGE STUD DRAG TRUSS (NOT! 11) O.C. AT ALL ENDS, EDGE0, & BLOCKING AND 0 611 O.C. 4 ad 8d NAILS & 5" O.C. AT ALL EDGES AND (9 611 O.C. AT ALL INTERMEDIATE WALL WITH 8d COMMON NAILS AT 3" ON CENTER AT ALL ENDS, EDGES N4 AT ALL INTERMEDIATE S4PPPORTS. SUPPORTS. PROVIDE SOLID BLOCKING AT ALL UNSUPPORTED EDGES. 0 x & BLOCKING AND AT 6* OC AT ALL IINTERMEDIATE SUPPORTS. USE 04 SW-3 SINGLE PIECE OF SHEATHING TO FORIO CORNER ABOVE DOOR OPENING. 0 INTERIOR SHEAR 5. PROVIDE MINIMUM ONE ROW OF SOLID BLOCKING 12. ATTACH WOOD DRAG TRUSS TO DOUBLE 'TOP PLATE W/ SIMPSON HGAIO 0 1211 PROVIDE (2) 2X6 STUD POST MIN AT EACH END OF WALL SEGMENT. fill I!Ir WALL 1. BETWEEN STUDS AT MIDIHMIGHT AND AT ALL O.C. ATTACH 1/211 PLYWD SHEATHING TO IPACE OF DRAG TRUSS W/ 8d NAILS ATTACH STUD POST TO RIM BOARD WIITH (2) SIMPSON MSTA24 AND TO c%j �j 0- UNSUPPORTED HORIZONTAL JOINTS IN THE PLYWOOD if 3" O.C. AT ALL EDGES AND 0 611 O-C- AT ALL INTERMEDIATE SUPPORTS. -0 ANCHOR 4 FOUNDATION WITH SIMPSON HDC10/2:2—SDS2.5 AND 7/8 ko WALL SHEATHING, PROVIDE SOLID BLOCKING AT ALL UNSUP4PORTED EDGES, W4 BOLT WITH 16" EMBEDMENT. OD N. 6. 6/8" DIAMETER THREA DEV ROD UPLIFT CONNECTOR SYSTEM SHALL BE INSTALLED IN BEARING WALLS 0 #1 P.T. 2*6 RAFTERS 0 2'-011 O.C. ATTACH BEAM TO 4X4 POST lu 8/12 0 x 4'-0" O.C. MAX AND WITHIN 20" OF EACH WALL W/ SIMPSON AC4 (MAX) L4 -NT END, CORNER, OR OPENING. PROVIDE - SMGMC c*4 0 -D I D ADDITIONAL UPLIFT CONtOECTOR RODS AS REQUIRE -ATTACH INTCRSECTING BEAMS xi w Z4 ___1 N BY SPECIAL SHEAR WALL, SCHEDULE OR TRUSS w/ SIMPSON IHUCQ W/ SDS r UPLIFT REACTIONS. HEX INUTS SHALL BE TIGHTENED SCREWS TO APPROX. 50 PT-LBS OF TORQUE! AND ,�2x6 LOAD BEAR A w Y"i, 0 RE-TIGHTENED IMMEDIATCLY PRIOR TO INSTALLING IN WALL 1 0) &1j_6Qai_5rzAm To exe FINISHES. ---ATTACH HIP IBMAM TO POST POST W/ SIMPSON L x W/ SIMPSON IHCP2 C14 A06 (MAX) < P. I . 1 2-202 lyp/ 04 3/12 04 j 0 1 01 3/12 5/12 L 0 _c, 04 < -oll–a/12 01 8/12 0 RAFTERS 0 2'-011 O.C. #1 P.T. 2xfP Ui LOW SLOPE ROOF EXTICNDS x fu UNDER 8/12 PORCH ROOF lu 1L ATTACH RAFTERS TO LEDGER OF HIP BEAM SLOPE TOP OF WALL lu aj W/ SIMPSON LSU26 AS REQUIRED FOR > 0 !�Ijl TRUSS BEARING DEP I H P.T. 2-2x6 LEDGER SLOPE 2; Ir I Ires Uj 0 0 AND 900 6-4 6-4 3: ATTACHED TO EACH _j _j STUD W/ 2410 SCRE 09 cild [U. W/ 1 1/211 MINIMUM IL Rj�� x x cli 04 EMBED z TI DRAG TRUSS NOTE 11) 11 """P. 2-2xil TYP 3f tv 4F i�, P-1 i:C� 8/12 :2- 1 3/12 -al Vol < All lya I �1 < 0 p J IT, I q 8/12 8/12 �/41'x -A BMAI 1/411 LVL ME ALLOON FRAME WALL 0 U) Z STAIR OPENING W/ 2x6 STUDS 0 < PX10 HEAC 0 1211 0.(;- - PROVIDE LSL U) _j 'AN STUDS IF HEIGHT EXCEEDS 14'-011 oil 11 61811 APA RATED A TkCH 4VL Uj v BEAM 10 TO :` OF' EXPOSURE 1 PLYWD x \%4 W/ SIMPBC N AC 9� IMA K ROOF SHEATH'G SW-2 8/12 8/12 ATTACHED W/ 8d RING SHANK NAILS 0 4" O.C. 3 a AT ALL ENDS, EDGES, J. AND BLOCKING & 0 6" 1 3/411xI1 7/811 LVL 0 O.C. AT ALL L U 6 INTERMEDIATE HUCQ410-SDS"\ OPEN FOR STAIR SUPPORTS RIDOE W12 -1 3/411xI1 7/811 MICROLLAMI 2 2-1 3/45sil 7/81, MICROLLAM F_ CENTERED BELOW POST 4x4 POST 2-iM TS12� ----ATTACH POST TO TOP OP" 8/12 :::�15ALLOON FRAMED lu 0 GABLE END WALL LVL BEAM W/ INVERTED AC4 (MA 0 w P T. 2x6 OUTRIGGER 0 8/12 T-011 O.C. 0 L 4 ATTACH TOP & BOTTOM CL CHORDS OF TRUSS TO OPENINGS SHALL NOT BE CUT NMW/MXISTING WALL IN THE WEB OF THE- TJI JOISTS 3. /11 WITHOUT CONSULTING A TRUSS STUDS W/ #10 SCREW iIiA JOIST REPRESENTATIVE- OR THE TJI DES W/ 1 1/2" MIN EMBED IGN GUIDE z d: J T_ C14 lu P.T. 6X6 POST ATTACH TJI JOIST TO BEAM W/ SIMPSON IUT5612 1-12x1O HMAC (L ReVISIONS v 3-2x 0 HIER 11 J2x10 HEAC !R 11 3-110 H� ADMF 43D __4L N. b HCADCRZJAMB NOTES 71 OF MULTIPLE PLIES SHALLBE ef A 1. HEADERS CONSISTING -7 PLATES AND BE JOINED SEPARATED W/ 1/211 PLSYWD FILLER 3/4" APA RATED T&G FLOOR 4� TOGETHER WITH 3 ROWS OF 12d NAILS 0 12" O.C. AT EACH SHEATHING SHALL BE _j ....................... LAYER. -T GLUED & NAILED TO GE RE URN WALLS*-- WOOD 11SbiXSSOR11 TRUSSES W/ #1 P.T. 2x6 RAFTER TAI 0 2k-011 O.C. YVOOD TR 2. FOR OPENINGS LESS TOAN 5-61 LIN SUPPORTS W/ 10d RING A M 5W-D 0 2411 SHANK NAILS 411 O.C. PROVIDE 5-2x10 HEADLOW W/ 2 JACK STUDS AND 2 KING \GABLE END TRUSS BEARS ON 2ND STUDS EACH SIDE OF OPENING. FLOOR RIM BOARD 0 THIS END. PROVIDE 6x6 POST IN F— ]HAN 9'-011 ATTACH RIM BOARD TO WALL FOR OPENINGS LI!SS-.T UNO FIRST FLOOR WALL rum go STUDS W/ 2-SIMPSON MSTA18. PROVIDE 3-2x12 HEADER W/ 2 JACK STUDS AND 3 KING BRACKET CONNECTION STUDS EACH SIDE OF OPENING. 3-2)d2 HEADER 1/411xI1 7/811 PARALLAM HEADER --j r LOAD BEARING HEAVY,-,, 5ARING STUDS. ATTACH 3. PARALLAM (PSL) AND M%CROLLAM (LVL) BEAMS SHALL HAVE MINIMUM 411 BEARING cqN (3) BE TIMBER BRACKETS EXTERIOR BEAMS TO B4EARING STUDS W/ 4-MSTA21 OR 1 1*11 IF BRAC aTS ROOF FRAMING PLAN 4-MTS20. ATTACH BEARING STUDS TO FOUNDATION W/ HTT16 BEAM AB KI! 1/4" 11-011 & 5/811x1211 ANCHOR BOL�T- PARALLAM BEAMS SHALL NOT BE COMPOSED OF MULTIPL45 PLIES. PARALLAM BEAMS EXPOSED aD TREATED FOR SERVICE! E WOLMANIZI! RAFTM TO MOISTURE SHALL Bf VT. 2x6 RS 0 2'-0" O.C. LEVEL 2. MICROLAM BteAMS SHALL NOT BE EXPOSED TO to MOISTURE. 6 sth. SECOND FLOOR FRAMING PLAN 1/411 11-00 A6 IN, d"'l, I"'I Al TEXTURED FIBERGLASS TEXTURED FIBERGLASS SHINGLES MATCHING SHINGLES MATCHING T il, ;"p j I,I,I TEXTURED FIBERGLASS WEATHER RESISTANT BARRIER EXIST ON PEML-&-STICK o 0111 EXIST ON PEEL-&-STICK 04 pll r PROTECTO-WRAP WATER- SHINGLES ON PEEL-&- OVER EXTERIOR SHEATHING PROTECTO-WRAP WATER- STICK PROTECTO-WRAP DOOR FLASHING PROOFING ON 5/811 CDX PROOFING ON 5/8" CDX WINDOW & PLYWD ON ROOF TRUSSES WATERPROdPING ON 5/811 CDX Ally"I III I li F1, 1", IN kl'�,Y I, PLYWD ON WOOD ROOF I CR�! Tj .�, 11, 1, 1 1 LeATHER RESISTANT BARRIER (WRB) TO 4 11 P.T. 2x6 1. INSTALL W PLYWD Ot 41 0 0 2411 O.C. U!"Irli 91 TRUSSES 0 2,411 O.C. RAFTERS 0- 2411 O.C. FACE OF SWEATHING STARTING AT BOTTOM OF 2ND 10LASHING STRIP 12 WALL, LAPPING IN A WEATHER SHEDDING FASHION. TURNeD UP 611 AT SIDES ALUM DRIP ON P,T. 1x3 2x BLOCKING BTWN CIA AT TOP Or OPENING CUT WRB AT 45 DEGREES & 81 2x BLOCKING BC-TWr=r=N TAPE TOP CORNERS & CENTER TO THE WRB ABOVE. ON 5/4xlO HAIADITRIM TRUSS - ATTACH ROOF 1-011 EACH RAF`TeR - ATTACH SHr-ATH'G TO BLKG W1 8d CL COLUMN ROOF SH�A 2. INSTALL fmr.ASHING STRIP AT SILL EXTENDING 611 HARDI50ARD SIDING OVER NAIL 0 411 O.C. - TOE NAI HIG JO BLKG W/ 8d NA L4 0 4 O.C. OPENINGS W/ SMALL CUT AT d BEYOND SIDES Of TYVEK OVER 1/211 CDX BLKG TO TOP PLATE W/ 10 _j TOE NAIL I$LKG TO BEAM W/ JAMBS TO ALLOW TOP 111 OF STRIP TO POLD OVER NAIL 0 411 O.C. 21-33 11 PLYWD SHEA,rHIG ON GABLE 10d NAIL W 611 O.C. /4 FRONT F-DOC OF SILL AND ADHERE TO SILL. V END TRUSS 4, 1611 O.C. \lslr FLASHING STRIP 21-0 SILL DETAIL 11 YIP BD CEILING 01 PIT. 2x6 x 41-011 RAFTER -1 1-011 5/1.11 3. INSTALL 240 FLASHING STRIP THE SAME LENGTH AS 1/2 TAIL ATTACHED TO TRUS SIMPSON H .5 0 EACH RAFTER e_ THE! 1ST (STEP 2) OVERLAPPING 1ST AND EXTENDING ALUM FLASHING TURNED— W/ 2 ROWS 16d NAILS 0 0 (CONCEALC 12 UP BEHIND TYVEK 0 UP 611 AT OOTH SIDES OF OPENING. WEATHER RESISTANT BARRIER OVER EXTERIOR SHEATHING 611 O.C. (6 TOTAL) -AR mRIOR) w: 4. APPLY 3/ga BEAD OF SEALANT TO RE JINTL 0 r \1/211 GYP BD CEILING _"�2xro LEDGER ATTACHED SIDE OF WINDOW/DOOR FLANGE, TO SIDE JAMBS OF TEXTURED FIBERGLASS/ ALUM DRIP ON P.T. 1x NAILING ALUM EAV DRIP Ilk\ OPENING, & ACROSS HEAD OF OPENING. SHINGLES MATCHING -rTOM CHORD OF Nxro T&09 V-JOI ON P.T. 1x3 TO Bo .4 FLANGE 1x6 CEDAR T&G V-JOI T NIT 1114 1 EXIST ON Pr=lr:L-&-STICK TRUSS W1 2-#lOx5l' 0 10 LL WINDOW/DOOR, SHIMMING TO ACHIEVE 5. INSTA PROTECTO-WRAP WATER- r_AVF_ - FACE DOWN CMILIN* J pLjJMB, AND LEVEL CONDITION. USE V-A SCRrzw!* 0 811 O.C. SQUARE W/ lx6 CEDAR CLOSURE 2-2x6 SYP #2 TQ)p Ni 46 PROOFING ON 5/811 CDX CORROSION RMSISTANT FASTENERS PER WINDOW/ & 1x1O FASCIA W/ PLATE ;Lx: 0 PLYWD ON #1 P.T. 2x6 4 3/41" CROWN DOOR MANUFACTURER'S SPECIFICATIONS. ATTACH1 OUTRIGGER TO NOTCH RA C R FOR 0 c*4 1 3/411 BED MOLD .++ MOLD OUTRIGGERS ON BALLOON -DGF LC _Rt Will SIMPSON 1x6 CEDAR &G 6. APPLY SILL FLASHING OVER WINDOW/DOOR FLANGE. LUS26 FRAMED GABIL.M END WALL V-JOINT ACE �:A -C- 3/A7 ALIGN BE 0 2411 O.C. DOWN 7. APPLY JAMID FLASHING OVER WINDOW/DOOR FLANGE, LIGHT FIXTURC Op OF THE OPENING, AND UNDERNEATH TYVEK OVER 1/211 CDX 1/211 GYP BD THE T NIP —4 HARDIBOARD SIDING OVER EXTENDING TO OVERLAP SILL FLASHING AND ABOVE DORMER SECTION WHER9 OCCURS rA 1x6 CC-DAR CLOSURE LAPPING WIRB AT HEAD. If* PLYWD SHEATHIG ON 2x6 11-011 0 1/211 U5 STUDS 0 1611 O.C. ll�j S. APP LY HEAD FLASHING OVER WINDOW/DOOR FLANGE 1 3/411 BED MO -NDING UNDERNEATH LD 0 AND JAMB FLASHING, EXTr 5/811 THREADED ROD ANCHOR PREVIOUSLY APPLIE! LAPPING AT HEAD. REMOVE D -R HEAD CONNECTION SYSTEM W/ 0 TAPE AT WRB ALLOWING WRB TO LAY OVC 411 CONC SLAB c*CM FOUNDATION COUPLER TO FOUNDATION NG. APPLY NEW SHEATHING TAPE OVER 45 FLASHI CC-DAR 1x1 WRAP ON P.T. 2x co SEE SECTIONS 1/A7 & :5/A +01-011 PLAN ANCHOR & :5IIx3IIx1/4II PLATE DEGREE CUTS, BLOCKING )N 2-2x12 BEAM WASHERS & HEX NUTS 0 (PRAGE - VARIES ATTACH B AM TO COLUMN W/ Oil AT BATH & ST ROOF '4 W/ SLOPE OF GAI;KAGr= SLAB SIMPSON NOTES: 811 CMU HEADER BLOCK W1 1. FL -ADHERING BITUMINOUS TAPE ORIAL AT S r: ASHING TO BE SELF' 1-05 CONT V�. -1/411 EXPAN JOINT MATL 1011 PERMA AST TUSCAN PIT. 2x6 SILL PLATE W/ 411 CONC "-AB EQUAL TO FERMABARRIER BY GRACE! CONSTRUCTION GARAGE SLAB 5/8"xl2ll ANCHOR BOLT W/ COLUMN S ROUNDING P.T. 4X4 Ail U FOUNDATION PLAN PRODUCTS. Z411 CONC SLAB see POST W/ S#MPSON ABU44 C4 21lx2llxl/811 WASHER 0 2411 O.C. 811 CMU STEM WALL W/ 121lx2411 CONC poolTING W/ 3-#5 FOUNDATION PLAN BASE W/ 18"x1211 ANCHOR BTWN 5/811 ANCHOR ROD lin VERT W/ 911 HOOK IN PIL CONT SYSTEM I Pei +01 (Oil BOLT 4 .. .................... CELLS 9 48" O.C. 0 A D� IIx8II THII -01-6 FINISH GRADE SLOPE W/ #5 COt BEYOND A jlli� FROM BLDG z, .77\ 12 ENED CONC eDG A TEXTURED FIBERGLASS FINISH GRl SLOPE AWAY-1l tu A N, SHINGLES MATCHING 21-011 Av' 4 \��,12//\\ 1'� FROM BUILPING /2411 O.C. W/ 2x6 BLOCKING 0 EXIST ON Pr=r:L-&-STICK #1 P.T. 2x6 OUTRIGGERS 0 ALTERNATE STEM WALL FOOTING 16IIx2OII CONC FTG Will 3-#5- r K > 11w � i l� I rB BETWEEN ��11 PROTECTO-WRAP WATER- CONT 11-011 1/211 PROOFING ON WOOD 20III:24f CONC FTG W/__ lu 00 345 EACI WAY SIMPSON HI TRUSSES 0 2411 O.C. (D .< _j SIMPS SHINGLES MATCHING z ALUM DRIP ON P.T. 1x:5 SHINGLES ON PEEL-&- "`j ON LUS26 TEXTURED FIBERGLASS mXTURED FIBERGLASS TL DRIP ON CC-DAR 2xg EXIST ON Pr:r-L-&-STICK -STICK PROTECTO-WRAP WALL SECTrON WALL SECTION 0 r 0! PROTECTO-WRAP WATER- 1/211 - 11-011 WATERPROOFING ON 5/8" CDX 1/211 11-011 BARGE BOARD A7 PROOFING ON 5/811 CDX 2 .1l PLYWD ON WOOD TRUSSES PLYWD ON WOOD TRUSSES 1x6 T&G CEDAR SOPFI 0 2411 O.C. 4" O.C. fill Fl: W 0 2 & *6 CEDAR CLOSURE & 12 1-011 -011 2 21 21-011 1x1O FASCIA W/ 1 3/411 BCD 00 tell SIMPSON H1 EACH RAFTER SIMPSON LUS26 > �'j J, P� ill MOLD #1 P.T. 2x6 x 41-011 RAFTER lu (CONCEALED) Hi K J1 X TAIL ATTACHED TO TRUSS aTj vwz ATTACH EACH GABLE WALL ALUM CAVE DRIP 611 1-2 3/t Ils, DBLE 2x6 SYP #2 TOP PLA W/ 2 ROWS 16d NAILS 0 611 +1 STUD TO TOP PLATE & le - t "ll I � ON P'T. *3 ON 2x8 CEDAR oo < O.C. (6 TOTAL) mr I _j HEADER W/ SIMPSON RSP4 BARGE BOARD "�'6-5-2X110 SYP #2 HEADER W/ ABOVE OPENINGS 1/2" FLYWO rILLMR PLATC5 OP PL E 1X6 T&G CEDAR SOFFIT W/ *6 -IBF UNO TEXTURED r _RGLASS ALUM DRIP ON P,T. 1x3 2x6 SYP #2 T 6 o / U ALUM FLASHING OVER 5/4X1 lu CLOSURE, 1x1O FASCIA, & 1 *6 CC-DAR T&G V-JOINT SHINGLES ',ON PEEL-&- HARDITRIM BAND CONT CL \3-2xlO SYP 02 HEADER W/ Of 3/4" BCD MOLD STICK P a CAVE FACE DOWN W/ IX6 1/2" PLYWD FILLER PLATE.* j CEDAR CLOSURE & 1x1O #1 P.T. 2x6 OUT*IGGERS 0 WATERPROPFING ON 5/811 CDX N pl I A K SECT SCREEN OVER —— 4m WINDOW W/ 5/4 HARDITRIM FASCIA W/ 1 3/4" 2411 O.C. W/ 2x% BLKG PLYWD OWWOOD SCISSOR PAINTED BLACK TRUSS & BALLOON FRAME GABLE END BTWN TRUSSES 41 2411 O.C. BED MOLD TRIM Wil PEEL-&-STICK FASCIA REAR BEHIND RIPPED WALL WATERPROOF TAPE LOUVERS NOTCH 4x4 PO-%T & 2x BLOCK G BETWEEN ALUM FLASHING OVER SECURE TO ROQ)F TRUSS EACH TRU S - ATTACH CONT 5/4x12 HARDITRIM A WINDOW W/ 5/4 HARDITRIM BAND ROOF SHE THG TO bLKG W/ 411 W/ PEr-L-&-STICK *6 T&G V-JOINT CtILING O.C. a9 CEDAR 1x6 & 1x4 WRAP ON P.T. WATERPROOF TAPE ATTACH EACH STUD TO TOE NA L G TO BEAM IRTICAL - ATTACH TOP 4x4 VL ";Illd ','I Will 10d OARD LAP 5 3/411 CROWN MOLQ) ON 1X1O N L 411 O.C. 12 -D HARDIBOARD SIDING OVER FASCIA (BACK PAINIFTE HARDIB BIDING RIM BOARD W/ SIMPSON H6 & BOTTOM OF 4x4 W/ OVER TYVEK OVER SIMPSON LS30 & MTS12 G 1/2" CDX PLYWD SHEA v 2 THI ATTACH EACH STUD TO TYVEK OVER 1/2" CDX 2-1 3/4"x1611 RIM BOARD comr BLACK) 12 RIM BOARD W/ SIMPSON H6 PLYWD SHEATH'G ON 2X6 r R! lu STUDS 0 16" O.C. BOTTOM CHORDOPEACH GABLE END SCISSION TRUSS ON 2x6 STUDS 0 Ira" O.C. ATTACHED TO TOP & -DAR Ixg LOUVERS 0 45d CC 2x6 SILL PLATE ATTACHED -DAR *12 WRAfp ON 2x L1 I'l X414 12—cl 1IIATI — :r4m-- W/ CC TO BLOCKING W/ 12d NAIL ALUM FLASHING OVER-----'12 NAIL TO TOP PLATE W/ 1240 BLOCKING #1 P.T. 2x RAFTER J i4 ALUM FLASHING OVER CONT TAIL x 41 1 ATTACHED 9 61, O.C. CEDAR 2x1O & 1x1O 8 11 0 611 O.C. 1x4 SLOPED SIDES ON ALUM 5/4x12 HARDITRIM BAND TO WOOD USS W/ 2 ROWS BAND -,--CAP FLASHING OVER P.T. 1x12 -9 hu tIR r 22/32" PLYWD STURDIFLR 4 CEILIN* ;�e 10d NAIL 0 6" O.C. (6 TOTAL) 1 22/3211 PLYWD STURDIFLR CC-DAR 1x1O WRAP ON P.T. 2x 1>t , I W_ 0 0 ON 11 7/811 TJI PRO-350 0 TEXTURED FIBERGLASS, V_ ON 11 7/811 TJI PRO-350 0 BLOCKING ON J J 5 3/411 CROWN 1611 O.C. + SHINGLES MATCHINW -1 Wall 311 16" O.C. 5 1/4"xll 7/811 BEAM - ATTACH IUHT ff IXTURF FIXTURe EXIST ON PF-EL-&-STIC BEAM TOCOLUMN W/ �iHERLm OCCURS io all AIUM CA DRIP WHERC� OCCURS PROTECO-WRAP WATER- " I I SIMPSON AC6 A— _ lilli� 0. N I 3/4"xl6ll RIM BOARD CONT PROOFING ON 5/811 ON P.T. 1 CDX PLYWD ON 1x6 0 LIGN ATTACHED TO TOP & CEDAR T&G V-JOINT 4— BOTTOM CHORD OF EACH R-19 BATT INSUL CONT ON P,T. 2x6 RAFTERS ALIGN JOIST W/ 12d NAIL - TOM 0 24" O.C. BLOCKING 0 2411 o.r.;.. NAIL TO TOP PLATE W/ 12d 1/211 CEILING GYP BD 0 611 O.C. 1X3 1x6 CEDA T&G ALUM DRIP ON P.T. DBLE 2x6 SYP #2 TOP PLATE V-JOINT FACE DOWN ATTACH EACH SIDE OF TJI \R-19 BATT INSUL CONT CEDAR BRACKET W/ 6x6 ll�L P JOIST TO TOP PLATE WITH 1x6 CEDA CLOSURE HORIZONTAL & VERTICAL, 10d NAIL 1/211 CEILING GYP BD SIONS J & DIAGONAL W/ 1/211 GYP BD ON 2xG SP11 CHAMFERED ENDS W/ v- 2x6 SYP #2 TOP PLATE v- STUDS 0 1611 O.C. W/ J 6x8 DIAGONAL Wil 41-311 11 -Of- '.1ol 1 3/411 BE) IDBLE TOP PLATE BEYOND _0! 0 0 MOLD J SIMPSON SP2 0 EACH END 0 0 RADIUS - ATTACH HEADER) co ABOVE! OPENINGS 0 BRACKETS TO RIM BOARD & CC-DAR *12 WRAP ON P.T. 2x 0 BLOCKINVUN 0 1/4"X11 7/8" 6x6 POST W/ 3/4110 LAG 0 CD 1/211 GYP 5D ON 2x6 SPF d T BEAN ACH BEAM TO mMBED) 1211 PERMACAST TUSCAN J 15OLTS 13" MIN L J STUDS 0 1611 O.C. / S co COLUMN SIMPSON AC6 I COLUMN SURROUNDING P.T. 6x6 3-2x12 SYP 02 HEADER UNO -POST W/ SIMPSON ABU66 5/811 THREADED ROD ANCHOR,,"o`llll""""� GARAGE DOOR W/ 2x4------ 5 1/4'1 7/811 PSL W J BEYOND HARDITRIM TRIM i �c 1 1211 PERM AST BOLT 5/811 THREADED ROD ANCHOR COLUMN RROUNDING P.T. 6x6 q POST W/ IMPSON A 0 BEYOND 1211x8" THICKENED CONIC EDGE Lill L HEADER UNO ZASE W/ -5/8"xl2ll ANCHOR TUSCAN BU66 x1 ANCHOR W/ #5 CONT BEYOND 411 ONC SLAB SCE '�j FINISH GRADE SLOPE FOUNDATION PLAN NEW 411 CONC DRIVEWAY 411 CONC SLAB SEE BOLT C) FROM BUILDING +01 FOUNDATION PLAN FINISH GRADE, SLOPE! AWA to oil FROM BUILDING 1211x8II TH KENED CONIC EDGE , LIJ TOP OF CMU r W/ 05 c T BEYOND Q� -^It -01-roll STEM WALL+01 of All 7 FINISH G SLOPE AWA -6 FROM BU DING 1611x2OII CONC FOOTING ' 2011l:3611 CONC FTG W/ J fix " CONC PTG W/ -05 CONT 201�cllll Will 3 .4-#5 EACH WAY .. , !a_ - 1 0 D. 1611-A2011 CONC FOOTING W/— 6-05 CIA WAY 345 CONT 'o �ZXK 4// WALL SECTION 1/211 11-011 7 8 W A L L SECTION WALL SECTION WALL SEC_F10K _ r6 1/211 - 11-011 1/211 1/211 11-011 CDX N'l 8 d�Aill A7W IVU! M IN J, Pid 0 T --------------- f ELECTRICAL FIXTURE LEGEND: ------------------ ---------- ------- ---------- ---- 7---- TOGGLE swi-TCH DIMMER SWIjrCH DUPLEX RECCPTACLE DUPLEX REC., ABOVE COUNTER (4411 A.F.F.) Q U DUP. REC. WEATHERPROOF 220V. OUTLEjr/JUNCTION Box 1 4, 1 110 V, JUNCTION 15OX B TELEPHONE OUTLET 9 SMOKE DETL*4CTOR CABLE TV OUTLET BATH r B -USED DISCONNECT TI M LOCATE PORCHPANS E-ATSTING SO THATBLADESARM PokOL =fLING LT. FIXTURE 0 A PENDANT Cr 10'-411 A50VE SLA5 B WALL MTD. L7T- FIXTURE C RECESSED CCILING LT. FIXTURE 0 DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT 0, 2 $19) F 5211 CEILING FAN (W/ LIGHT KIT WHERE G EXHAUST PAM on EXISTING H FLUORESCENT - SURFACE MTD po 0 POOL DECK 130 A Vi 0 > K VANITY FIXTURE AN L 2411 UNDERCOUNTI!R LIGHT -ACF B R CEILING FIX"rURE - SURF MTD. PORCO i� 4r Noo, TILP i PROVIDE GFI CIRtCUITS AT ALL OUTLETS AT F.4 PREWIRE FOR SfEREO SYSTEM AS DIRECTED BY H OWNER. ------------------------- Li ------------------ OUTSID %-Or I ----------- -------------- ------------------------- ------------ ----------- STORAGE IN FLO�R EXISTING CONC POOL DECK 1B PO CH RELOCAT" TILE POOL EQUJIP > B CL 0 TI I! C !4 . h", � I I DROP-IN GAS GRILL W/ ELE 0, u STARTER -------------- lu M T M ER !KI�YCHEN ------- --------- ----------- > c) — -----::::::::o------------ --------- HOOD A50VM-,, UNL)CRCO N R ----------------- --------- IG & I I* K-J) ------------------------ -------- -"c- ww c W/ INTEGRAL /'I FR LIGHT SWITCHES Al v E*IST SUNROOM ui 00 4 u- dh- z PORCH �r L I LE :E TI qp EXIST BRM 1 TO LIGH ABOVE lu C04NECT NEW LTV TO EXIST Up swiffiCHLEG > ---------- --------- -------- ---- ------- ij� ELEC U) Z 10 v H H SUB- 0 PA -XIST 'Z' B oil WET BAR EQ Lu --------- OVNS AND D N r=W K co GARAGE DW S)�WITCH C) i�A CONC 0 EXIST DINING H H H H c- TO L H� tXIST LIVING 5ML fu EXIST Ki rCHEN Ob t 0 B ELOCAT IRRIGATION ic' pUMP d H H DOOR 0 R Opm R P NER REF UP - iN, H H H H ---------------- --------- AT AT IRE-LOCATED WILING Rj ------- J AC CONDENSE co 'R EXIST' EXIST POYER SINK PWDR AA EXIST LNDRY A H H H V: AER --- ---------- ------------------------- ENIST FAMILY 15 REVISIONS ATTIC WH PLYWD KEYPAD K YPAD 0 4 V ir H H H _j H EXIST GARAGE REF r=Q 81-011 eQ Ij _j 0 Lu 1 7% 7 FLOOR FIRS .+ GARAGE SECOND FLOO 11411 /EXIST MLIC 1/411 11-011 MC I CK oh. P BATH TI E A8 -EF R