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HomeMy WebLinkAbout505 Valencia St 00-2913, 003198 New SFHZONE DATE 12310,C CONTRACTOR 7J (ALl ADDRESS- -6t4- %3r �E PHONE # LOCATION,5P-5- OWNER �-by` ' ADDRESS 3b /a,/ ) u --e 07- ? z -9 _d 3Z -7-7/ PHONE # L r PLUMBING CONTRACTOR �C ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # `0 " � MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHI fECTURAL APPROVAL DATE: PERMIT # JOB z) , a COST $ FEE STATE NO, FEE $i `> FEE $ FEE $1'`> SUBDIVISION: LOT NO. BLOCK: SECTION: SQUARE FEET: vi MODEL: OCCUPANCY CLASS: INSPECTIONS I TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: EPI: -ti- It R/W PLOT PLAN LEGAL DESCRIPTION: ( O.R. BOOK 1317, pg. 0077), LOT 18, LESS BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 18, RUN S. 89 08'00" E. ALONG THE SOUTH LINE OF SAID LOT 18 A DISTANCE OF 16.00 FEET; THENCE RUN N. 07 45'23" E., A DISTANCE OF 143.91 FEET THE THE NORTHWEST CORNER OF SAID LOT 18, THENCE S. 13 58 22 W., A DISTANCE OF 146.70 FEET TO THE POINT OF BEGINNING, AND LOT 19, BLOCK 7, SAN LANTA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 80, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. DESCRIPTION: LOTS 18 & 19. [VACATED REAR RIGHT OF WAY ACQUIRED, TO BOTH LOTS; DEC. 2, 1909.] DEED BOOK #137, PG.301. RECORDED IN PLAT BOOK 3, PAGE 80, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. REVISED 6-25-2002 SCALE 1 "=20' LEGEND REC. —RECOVERED I.P. —IRON PIPE I.R. —IRON ROD BLK —CONC. BLOCK CONC. —CONCRETE R/W —RIGHT OF WAY UTIL. —UTILITY —CENTER LINE I.D. —IDENTIFICATION # E� LL tL a O y w J A D s U ^r 8 � z •-- ZVipvp 8 W WRp S C N W < N O 4 $ $ i r�_ 00 rW V LO rn � � II M PO 44 V I I � q W O V w V� w XLL. � Q 0-o C� Of zo N (a omvm MAU SJG WE 8-24-99 NOTED SHM A-1 of 9 41 0 J A in in K a co N w I r X w z Z Z F O — — — — — a 0 a: I z I I w CURRENT SETBACKS BUILDABLE AREA m 0 w 4.5x*Wa 2'4.501ra Li Ir O 0 Z yKy.,I� W O 2 4 2'4.5x38'6 m a'as'e � I O of 42'— 0" w z z z Z 4 b E N I �V z I w I o I m I o O Z Li in W I I 0 I v' w m VD M W z CZ9 0 z a Ed vP Z 5 W Z L) U a= W 2'aX8'B O z T C7 2'aXBb O U O M. 0 12 W V) K W w cs S a: I� z cti rn W a cc EXISTING PLAN a SCALE: 1 /4" 1'0" REVISED 6-25-2002 fA F O {� U V N w Z N� z Lu ZZ _� O Lei M 0 J C� 0 < ul N Ld w z IE Z O En N L0 i —1 r- w W Ln M N CIO W C� r� 00 � q Pq qN w Li V r V Ljr- a� WC o 1 of LL Q 0 V z 0 N (a MAU SJG 8-24-99 soml NOTED SHEET A-2 of 9 'GALV. MTL OR ALUM. DRIP OVEF ALUMN. FASCIA OVER 2'x4" SUB ALUMN. SOFFIT 8xax16C BLOCK 0 8'-0" O.CC. TYP. SECT. DETAIL. SCALE: 1 /2" - 1'0* A .. 4n DIM_r cAon A F.F.= 0'4" I _ A-5 DRILL & EPDXY 6" INTO EXIST. WALL W/ (1 #5 I B REBAR 0 48' O.C. SLAB TO BE SAME H IGHT AS EXISTING SCREEN PO CH, [-4"] APSON HURRICANE STRAPS TS 12), NAIL 14-10d x 1-1/2 8 x 8 x 16 CONC. FILLED BLOCK w/ (1) 5 REBAR 0 B'-0' O.CC. IN 16" CONC. FTG. W/ 2 #5 )NT. REB., 25' LAP SPLICE c I a 42'-0" F.F.= -1'-4" c _ A-5 4. F.F.=-O'-10" PLANTER BY OWNER ■ 1 ■ ■ ■ .� ___ II - -II _�II ■ II ■-- ------NrtI ----■- --■ ■ --------- ------------------- r----------------- o ■ ID --------------------------------- --- 4II ■■ -_______________ 11III -- �- I A-5 I I 1 I F.F.= - 0'4" I 1 I I 2EEZEWAY 4" THICK CONCRETE SLAB WITH I I B 6x6 # 10 W.W.MESH [ OPTIONAL I A-5 FIBER MESH ] REINF. OVER .006 I 1 VAPOR BARRIER, OVER TERMITE I I TREATED WELL COMPACTED FILL, I -------- ------ D ■ j TYPICAL. ;� 1 ■ I I U) I I 8'-8" ! i 18'-0" I i I I I ----- DRILL & EPDXY 8" INTO EXIST. SLAB W/ Q) #5 REBAR 36 LONG w/ 10 HOOK 0 72" O.C. e__ F.F. = -0'-10" �— PATIO F.F.= +0'5" WOOD DECK D COVERED LANAI B A-5 — •------------- �1�T�TA POOL, SPA & PATIO DECK BY CONTRACTOR I ch Ii 0 0 SPA 5'- 4" 15'-4" A A-5 -- ------------------------------- --- ■-------- --- ■ I I 1 Irt I 1 r---- -tt I ■ I I I I I I I I II 1 I ■ I I II I F.F.=AS 0.00' i i I ■ I 1 I I {4 1 It I I CABANA �� I ■ I 15'-4" THICK CONCRETE SLAB V� T� I I 6x6 # 10 W.W.MESH [ OPTIONAL I I FIBER MESH ] REINF. OVER t066 I I VAPOR BARRIER, OVER TER9IT> I I TREATED WELL COMPACTED IFIUL, I ■ I TYPICAL. I i I I I I I I I I I I I 6`• A I I \\`\ A-5 \ \ [ F.F.= \ \ 1 I I r I I 1 1 I I t I I I 1 I■ I I I I I I I OI I I I I I I I I I I I I I I I I I■ I j I I I /�� I I I I I I I I I I I ; I I j ■; I I j TUB I I I I I I B, TH I■ I I I I I I 1 I I I I I I D ■ i W/H ` I 1 IAHU I -I ■ A A-5 DECORATIVE LINTEL. 1 ■ ■ 1 6'-0" 4" THICK CONCRETE SLAB WITH 1 6x6 # 10 W.W.MESH/ TOP COAT IS I I COOL DECK PATTERNED TYP. FINISH I I COLORED CONC. AS PER I ■ I POOL CO. CONTRACT. I I i• TYPICAL. I I O1 1 1 I I I 1 I I I I I I I I PATIO I I WALL BUILT BY OWNER I I I 1 I I F.F.=-0'-10" i ! ■ HBO -HOSE BIB. /I w I I J FOUNDATION PLAN REVISED 6— 25— 2002 SCALE: 1 /4" = VON a 0 } w 0 W m W z Z V7 w 0 L L 0 < w S v =� Z N 5 En 8C2 U Z �+ 22 U � fJf N Q NE Q � o 4 I- 00 W (0 0) N c0 n 00 q 11-4 W LLI [-4 V � LLj (� W o QM 64 Qf li Z 0 -.4- Z N V) mAm MAU SJG UATE 8-24-99 semi NOTED SHM A-3 of 9 z O (9 J C7 y V] I o y y K w a z cn w 7'-11 " 42'-0" W OF Lu 15'-4" a z z 8 —8" n 3'-2 w f w 6'-0 6 —0 2'-10" r 3 —10" r " r " w 3 —10 3 —10 3'-10 N 0 D 1 O 12" HIGH PLANTER ■ 2r.M 41'.Or 29'.Ml Wx30ARCH 3ax30ARCH 3&&XMRCH Q,c0 W,, WSTOM TO MATCH IV. ROOM3aOWCH r-------I r------< ■ ■ ■ i i ■ ■ II LO o 2'4.5x a'a 2'8xT0 II I I IQ o z 16" 2'-2" 3'-0" i i z BREEZEWAY & LANAI ARE TO BE PORED LEVEL 0 R �j R II II SCREEN PORCH. BREEZEWAY II i m ^ ii ■ `n w ° II ■ 0 w 2'4.5xfe'8 rexro a0 I i i n- w ■ 00 I I < 3'oxa'a s'oxa'a ■ ■ I N O z I BANA �� ■ r� I j T-T--ill ■ I 00 O PATIO b 8'-8" o I 18'-0"10 ■ I I N o 00 I I COVERED LANAI i i T ° I ■ Ei I z DRILL EPDXY 6' INTO — ■ — — — — — — — — — — — — — — D ■ — — ■ ■ I i z EXIST. WALL W/ (1) #5 REBAR o 48 O.C.13 . S O N O D U C T —I I z o OR EQUAL U EXISTING HOME 4'-0" " I rT4'-0"lnl w BI H A�WALL ca w I ■ m MCN NICHE i T--- BD'VE j� I I GRIL�. ax7 0 cV w < I ■ I I I I I z 7ax7'0 R I I i I w PATIO I io o I I (V I I I o I CL I �i BATH f"UB ■ II a I I I I I I FUTURE POOLin ■ I I I I I a i i i r w 8'-8" 0 16'-0" 0 - N I I l 1 \ < o I - 00 I ll illll'�llHl\1 \ Z r 3• TO _ R \\\ ■ J a D I of roxe'e I a ECORATI E LINTEL. z AHU ■ I ■ ■ ■■ Nk -- -- ■ ■ _ rom's I 0_ W I 0 f w 6 —0 r n 9-4 f w —6 r w 6-0 f n 12— CA o I r 15'-8" 9'-0LO ■ U s 6 WOOD DECK PATIO o N O U .............. o cn D �. \,g cc y ,�O � � y co w FUTURE SPA D N V7 z t9 ■ N w U PLAN 8c PROPOSED ADDITION SCALE: 1 /4" — 1'0" REVISED 6-25-200213 vi R A D s CW.7 U g Z cV ^ e Z �v m = v 1 rl-- 00 w (0 0) LnC) 04 (0 1`0'_ 44 I I r 00 W q v l 4 �� V Ljr- Wo E" YJ 1%4 Of LL- Q C ZO LL N (V) umm MAU SJG 8-24-99 SCAE NOTED SHM A— 4 of 9 PRE-ENGINEERED ROOF - TRUSSES 0 24" O.C. 6" FIBERGLASS i INSUL., R-30 1 /2' GYP. BD. 8" CONC. "U" BLK. FILLED W/ CONC. & 1 #5 REB. CONT. GRADE 40-25" LAP SPICE - P.T. 1 "x6" TO EXTEND 18" PAST EA. JAMB PRECAST CONC. LINTEL W/ 1 #5 REBARS Z WD. OR MARBLE STOOL ii O O 112" DRYWALL ON P.T. 1 x2" FURRING STRIPS 0 16" O.C. W/ R-5 REFLECTIVE INSULATION 2500 PSI 4" ONC. SLAB w/ REINF. 6x # 10/10 W.W.M. OR Fl R MESH F.F. 100.00 a ,. . • a �. • z F.G. VAPOR BARRIER • v� 8" CONC. BLK. W/ 1 #5 VERT. ROD W/ 10" STD. HOOK & COMP. FILL CONC. FILLED CELL 0 8'-0" O.C., GRADE 40, 25' LAP SPICE • . n. B'x 16' CONC. FTG. W/ 2 #5 CONT., 25" LAP SPLICE 414 A. HMIN.3 BARROL TILE 1/2" (4-PLY) OR 5/8" PLYWD. SHEATHING OVER PREFAB WD. TRUSSES (NAIL 8d, 4" EDGE, 12' FIELD, O.C.) HURRICANE CLIP- SIMPSON ETA20, NAIL 8-10d x 1 1 /2 TO RAFTER �-GALV. MTL. OR ALUM. DRIP • ALUMN. FASCIA 2'x 4" SUB -FASCIA 16" ALUMN. SOFFIT L • ALUMN. WINDOW -SEE FLR. PLAN PRECAST CONC. SILL m • :a EXTERIOR FINISH -SEE ELEV. • l� TYP. 8"x8"xl6" CMU BLOCK W/ STUCCO VENEER OR STRUCK BILK. & 1#5 DOWEL GRADE 40, 25" LAP SPICE CONC. FILLED CELL • .a S'-0" O.C. W/ low STD. HOOK 16' A TYP. WALL SECT. & FTG. DETAIL A-5 THIS LETTER IS TO APPROVE THE USE OF THE FOLLOWING GUN NAILS AS EQUIVALENT TO COMMON WIRE NAILS AS FOLLOWS: SPECIFIED SPACING ITW PASLODE PULL THRU SPACING COMMON WIRE NAIL EDGE FIELD CATALOG # EDGE FIELD 8d 6" 12" 097387, 097394, 097397 5' 10" 4" 12" 3.5" 10' 3" 12" 2.5" 10' 8d 6" 12" 401830 5' 10.5" 4" 12" 3.5" 10.5" 3" 12" 2.5" 10.5" NAIL GUN SCHEDULE NOTES: 1. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED PER MANUFACTURER. 2. HEADER STUD REQUIREMENT. 1 HEADER STUDS EACH SIDE 1'-6" TO 6'-0" 2 HEADER STUDS (EACH SIDE 6'-0" TO 12'-0" 3 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-0- 3. BEARING WALL NAIL PATTERN 1. PLYWOOD: (FIELD) USE 10d NAILS 0 12" O/C (EDGE) USE 10d NAILS 0 4" 0/C 2. GYPSUM: (FIELD) USE 5d NAILS 0 10" O/C (EDGE) USE 5d NAILS 0 7' 0/C 4. ROOF NAIL PATTERN: Q1 ZONE 1 - USE 8d COMMON NAILS 0 12 O/C ZONE 2 - USED 8d COMMON NAILS 0 4" 0/C ZONE 3 - USE 8d COMMON NAILS 0 4" 0/C 5. 5/8" GYPSUM CEILING: USE 5d NAILS 0 7" 0/C SAFE LOAD TABLE FOR CAST-CRETE HIGH - STRENGTH PRECAST AND PRE STRESSED "U" LINTELS LENGTH SAFE LOAD - LBS. PER LINEAL FOOT UNFILLED FILLED 4'-0" 48" PRECAST 1,875 LBS. 6,408 LBS. 4'-6" (54") PRECAST 1,860 LBS. 4,815 LBS. 5'-10" 70" PRECAST 1,575 LBS. 3,744 LBS. -71---6- (90") PRECAST 1,550 LBS. 2,887 LBS. 9'-4" (112") PRECAST 1,025 LBS. 1,747 LBS. 10'-6" 126" PRECAST 922 LBS. 1,333 LBS. 11'-4" 136" PRECAST 800 LBS. 1,483 LBS. 12'-0" 144" PRECAST 750 LBS. 1,304 LBS. 14'-0" 168") PRECAST 585 LBS. 909 LBS. 17'-4" 208" PRE STRESSED 387 LBS. 911 LBS. 19'-4" (232') PRE STRESSED 289 LBS. 823 LBS. ® ROOF EDGE 7 (3) I 1 / 4 ® RIDGE \ V 4' -4' 1 B"xl6' MONOLITHIC FOOTER W/ (2) #5 RODS CONTINUOUS, 250OPSI 4' CONC. SLAB (25" LAP SPLICE) w/ REINF. 6x6 # 10/10 W.W.M. OR FIBER MESH • _•. n a _ ,a VAPOR BARRIER a • �A It • r COMP. FILL z HIN. 16" B TYP. FTG. DETAIL A-5 NTS CAP BLOCK OR STUCCO OPTIONAL N ,R., ion p F.G. • .II •., w • I � 8" CONC. BLK. W/ 1 #5 cr VERT. ROD W/ low STD. HOOK & CONC. FILLED CELL 0 8'-0" O.C., GRADE 40, 25' LAP SPICE 4. 1• A 12"x 18' CONC. FTG. W/ 2 #5 1 CONT., 25" LAP SPLICE I _ •... M • LL`a.. �. 3' MIN. 18" C TYP. FTG DETAIL A-5 NTS CONSTRUCTION NOTES CONC. LINTEL BLOCK FILLED W/ 1 #5 REBAR ° PRECAST CONC. LINTEL CONC. FILLED W/ 1 #5 REBAR E UP TO 16' (NONBEARING) USE 1 #5 IN HEADER BEARING AND 18' USE 2 15'S IN HEADER LARGE HEADERS smii #5 BARS ABOVE & BELOW PENETRATI PIPE ' 0 2" W/ 1 /2' FLETCH 16" 8" CONC. BLOCK 2 #5 BARS ABOVE PENETRATING PIPE PENETRATING PIPE 2 #5 BARS BELOW PENETRATING PIPE ON CHAIRS 8" CONC. BLOCK CONC. FOOTING • 00 " .00=���- in PENETRATING PIPE FTG. DETAIL OF PENETRATION PIPE B"x8"x8' CONC. BLK. W/ 1 #5 VERT. ROD W/ 10' STD. HOOK & CONC. FILLED CELL GRADE 40, 25' LAP SPICE rDN OPTIONAL COLUMN POST DETAIL �-5 NTS GENERAL 1. LIVE LOAD - ROOF 20 PSF 2. WIND SPEED - 100 MPH 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE STD. BUILDING CODE & LOCAL CODES. LATEST EDITION. 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE PERMITTED. 5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVEDW/ STEEL PIPE OF LARGER DIAMETER. CONCRETE: 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-89 2. MIS DESIGN CRITERIA: ALL CONC. TYPE 1 PORTLAND CEMENT.(ASTM C 105) COMPRESSIVE STRENGTH 0 28 DAYS SHALL BE 2500 PSI FOR SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.) MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 NON -AIR ENTRAINED CONC. 0.67 AIR ENTRAINED CONC. 0.54 SLUMP -SLAB ON GRADE = 5" OTHER = 3" WATER -PORTABLE CHLORIDE -NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33 STUCCO FINISH OVER FOAM COLUMN OVER 4"x4" PT COLUMN TOP VIEW (2)2•xl2" W/ 1 /2" FLETCH (N214-1Nd xl 1/ AIL O 2„ -� STUCCO FINISH OVER FOAM COLUMN OVER 4"x4" PT COLUMN SIM� ON APU44, NAIL 12-16d & lj� 5/8 x7' REDHEAD. 4" CONC. SLAB rDN\OPTIONAL COLUMN POST DETAIL FOUNDATIONS: 1. FOOTING DESIGN BASED ON MIN. ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSI 2. IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE VERTICAL TO (2) TWO HORIZONTAL 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE WOOD: 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE 3000 DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES 0.46 ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL 0.46 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL PROVIDE AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS MANUF. SHALL PROVIDE STATEMENT THAT BOTTOM CORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITIONS 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND SPECIES: (OR EQUIVALENT) SOUTHERN PINE SURFACES DRY USED 0 19% MAX. M.C. GRADE NO. 2 NTS GABLE END ROOF SHEATHING NAIL SPACING SEE ZONE CHART 2 X 4 WIND BRACE & RIDGE WOOD ROOF TRUSSES GABLE TRUSS 2 X 4 BLOCKING 0 4' O/C 2 X 4 BLOCKING STAGGERED 2" X 6" P.T. TOP PLATE 1/2" MIN. GYPSUM CEILING DIAPHRAGM 1/2' DIA. "J" BOLT 0 4'-0" 0/C MAX. NAIL 0 7" 0/C TRUSS ANCHOR 5d COOLER NAILS ASSEMBLY, SEE OR GWB54 BUILDING SECTION BOND BEAM DIRECT TRUSS TO MASONRY ALTERNATE ENDWALL FOR GYPSUM CEILING DIAPHRAGM 2" x 4" BLOCKING 0 - 4' 0/C IN FIRST FOUR FRAMING SPACES EA. END 1/2" J" BOLT 0 4'-0" O/C MAX. TRUSS PLATE ® v V-- 2 - 16d EA. 3d COOLER NAILS OR GWBB4 0 7" 0/C DIRECT TRUSS TO MASONRY ALTERNATE ENDWALL FOR GYPSUM CEILING DIAPHRAGM STRUCTURAL NOTES: 1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN "ENCLOSED" STRUCTURE ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC., DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. 2. ALL DOOR AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 3. ALL SHEAR WALLS .MUST TRANSFER LOADS TO TRUSSES AND/OR FLOOR JOISTS. 4. DIAPHRAGM SYSTEMS MUST BE ATTACHED TO END WALLS AND/OR SIDE WALLS. 5. TRUSSES MUST BE CAPABLE OR TRANSFERRING LATERAL LOADS TO BEARING WALLS. 6. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED PER TRUSS MANUFACTURES. 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE THE MANUF. FOR EACH USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR 6. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM OF 1/2' DIAMETER (ASTM A-307) 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN OR IF NOT SHOWN, COMPLY WITH THE RECOMMENDATIONS OF THE "MANUAL FOR HOUSE FRAMING" OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 8. ANCHOR AND NAIL AS SHOWN, AND COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. BOTTOM PLATE 1 #5 VERT. REIN C.M. U. P.T. END STUD 1/2" ANCHOR BOLT 0 48" 0/C� (VERT.) OR 1/2 i 7 RED HEADS MAY BE USED. FRAME TO BLOCK CONNECTION REVISED 6- 25- 2002 C i w gKwg o iz"WWpo �giWPBu< 0 V-12z<� No<mg<, PO <= MO on �Wpj,-,mpF5 n Wp�mZ.2 M '"aW'<<Fy�J2 O o ba- w�Z :0�o�Z�ad V v O � WOwF_aZOaF 1 OW ZN8 Og vli�at=Z$WZ6 La�n <�� Hxu-<Wm< M Z� �a a _mZN0 mb j3 -L 3, to m=z<ymw Wmo CL ujLu K2 g}ZIiC7p �2 cr 0 IL;gym �i-mow ni zz p o � �wug<- H �NFt z U,� <= WOZ-VjpN O N cn, 90 WW,660 O o!w mgpvf v<,WZrvs<�g aOz ME W JW�o (g pW� W� W 2 W�V Li�m<zz�o0� ig(Lwp�<O� viBez OZFW C� 94- 1�www ceD ad O W� OR q S r- 00 C� L0 0) r- N) 4CD nn V 1 1 �/w 1 00 - 10- q W � o q� �wm o w LLJ H W o Q� 0-0 .� ZOO N (a a N a L NORTH ELEVATION 1 /4'=1'-0' SOUTH ELEVATION 1 /4'-1'-0' ra I" Z La M ELEVATIONS la SCALE: 1 /4- = 1-0- REVISED 6-25-2002 F- tr I120 C_ w q r- 00 w LO0) c� r 00 W q C o w� c� W o � raq U� r Q wo rz, y L- �o Of Zo N amm MAU SJG 8-24-99 SME NOTED MEET A-6 of 9 . z z i� J K7 to w z O_ w a z w a x w w z Z 2 H 0 a 0 z O 0 w w m 0 w x w z i' zaz' 31 SNs V I I 2 I < I 2 <I z� 8� 6 zl 12 O (1 (l wa E ►- i zI i n ------------------------------------- - — - — - — ------------ ------------ wk 0 II 011 u � K vt• a• W .. o_q �i w IKf K M t � w- o oK WE 0- - L aF w W L —I L SC C7 t K C EAST ELEVATION w 1 /4"-1'-00 0 r. �µ C 2 C 5� z L o� 0 w`- u w` L = i w C U� 5 w C In 11� zC C9 y� C 0 J a K d FE cr ELEVATION G SCALE: AS INDICATED. cr 2 REVISED 6— 25— 2002 Ul C J yaJ N W ii i �A > ofz I z o, D1 z a » t f Aj Y L 7 7 r- 00 w C 00 J 0 M wo ] r V� v E•I s Q� W LL_ a z0 ) O V / MAU SJG 8-24-99 NOTED sir A— 7 of 9 a z w J vi m O E z O Fn tn m Of w n. z Ld V) w x IL w w c� z z H m O E- 0 3 5� 12 a L � I 9`� } 3 .3 r�\ �� o 12 I 12 0 RIDGE w z C9 Iv7 bi I m RIDGE ~ } w Of Of O z 0 _.... PROPOSED ADDI1"Ide; hl ARE,A........_.. ............ ...................._..W, 0 0 w VALLEY 4-1z k� } z O , z z _ V ....____._..._._._._.....................................,.___._...._._,_............................... ......................_..............._.._........_.........., O ui 03 f z W w o a V) U V) w 0 0 z Q vi Q w 2 vi z a V) w v) z U W z d vi W �i F�U'i'LJF�L F-'0{:X... w z o U a' O 0 IL H � A"n T.................._........................, % 0 yY Im- ....... ............. ................... _..,.,.__ . _. FUTURE SF'A w SPA j' LU m ui W —> Ir Ld z U' fn w 0 J d ADDITION ROOF PLAN r U Q SCALE: 1 /4" = 1'0° W ci REVISED 6— 25— 2002 vl z g a w Ui z R' d w a o. Q w F <_ © ^ U ¢ N ^ N Q w w Z N ^ ¢ h a. of w Z W O� W LLI �� Z N m � w p ut 00 C 7 cm r\ Z U O LU ro Q Z Z N w o a —I V to 3 m cn w W i Z ZC7 ` O ¢ O U_ Z O_ Ul w Cr N N Z I¢- M L.L1 ¢ N a w < g � m 0 z O d z i w k.olJ z F- z w 0 � ! z w m F- } w w C c 0 O �- q A — [ I\ W W (0cy) N co i 00 � q � cn p LLJ LEI iJ C "1 Q [If LL_ Z O LL N (W AYM MAU SJG 8-12-1999 SCALE NOTED SHEET A— 8 of 9 ELECTRICAL LEGEND: 0= 110V OUTLET em 220V OUTLET ca GROUND FAULTINTERRUPT WATER PROOF D TELEPHONE JACK SWITCH WATER PROOF SWITCH �3 3-WAY SWITCH Q TELEVISION CABLE ® SMOKE DETECTOR EXHAUST FAN w/ LIGHT ® THERMOSTAT -}i WALL SCONCE INCANDESCE. RECESSED INCANDESCE. aD FLOOD LAMPS ® W.P. INCANDESCE. DIRECTION W.P. INCANDESCE. CEILING PADDLE FAN QO W/ LIGHT Q EL a Er w m 0 r L4 i. wl 0' 0 z 2 w w 0 F- 4 S 0 O u- m O w z z Q M z Z Q z 0 w z z Q 2 V W IL _ _ W G U Lu !� V) L z 'C � IL w [ a IL J IL �C Ilc � IL ELECTRIC PLAN Q� SCALE: 1 /4" = VID" - ° w° J C REVISED 6-25-2002 Ui [ vi z IL IL Ki w a V) w F d p o o N U C5 Q Lil Z CV ¢ r- [L n Z 8 o 00 -o �5 5 O LLj ro W Z W o o J fn _j U to 3PE W m o N in zC.D o z ¢ CD 0 U U Z Ncn W o zd ¢ m o c~n o u-i H fn a ca t� O V z 0 o � c� z z a z z n f w ti � Q V w A Lij i r^ r- 00 �� (00) � II CV Cfl w I I 11 j�4. L``� (] (] i o � Pr s > C-1 w o 0' LL a Qf o LL- Z Q CV (n MAU/SJG DATE 8-24-99 SCALE NOTED %iM7 A— 9 of 9