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5th Street 390 PROACT 02-31 COPYRIGHT 1 2 3 00 SCALE 1/4 Is = I t — 0 a UNLESS NOTED OTHERMSE A N E W, R E S I D E N E F 0 R '4 L 0 N L L ZIA� job it d A S B U I L T B Y W OR 45 TSIXIVION Er U 15 L " D E R 5 Uj U 0 C14 < lu 8'-S' PLATE LINE 8'-80 PLATE LINE ----------- ------- U LU .4 __Jj Uj SECOND FLOOR LINE SECOND FLOOR LINE 10'-00 PLATE' LINE 10'-0' PLATE LINE W_ < 0 < LL x LL &L U U =3z < ly LLJ F_ L0 al U < FIRST FLOOR LINE FIRST FLOOR LINE < GRADE FL EL 11.5' FL EL 11.0' A T 5 T R E E T A T H 0 M ' E w 0 CN z < N i 0 C,4 z z Z (L 7-i 0 b F4 Z U)0 Li LL w u- co _j 'z F R 0 N T E' ' L E V A T 1 0 N M . x -* 00 W V) Cn R E: E I V E crry(IF - 0 A [A� �ACH ILL) T G '� TC 'r IN ZRN INDEX TO , DRAWINGS CODE NOTE DRAWING ISSUANCE A13P MAR 112003 FRONT ELEVATION — COVER SHEET 2-11-2003 ISSUED FOR OWNER REVIEW — 95% 1. ALL DESIGN CONDITIONS ARE BASED' OH ' I Iva T14E 2001 FLORIDA BUILDING CODE. IF ANY 2-11-2003 ISSUED FOR CONTRACTOR BIDDING — 95% BY. DISCREPANCY OCCURS THESE STANDARDS GOVERN. 04 2. FIRST FLOOR PLAN — DETAILS 3. SECOND FLOOR PLAN DETAILS DATE 3-1-03 1. FOUNDATION PLAN DETAILS DRAM R A C City of Man fic Bea6 _�-71! RE�ISED XX-XX-Xx ARCHITECT'S SEAL P164rdn &W Zoning Departrr, 5. ROOF PLAN Ala Ibis ppmyml verifies cornis Ne- LEFT, RIGHT, REAR AND STUDY ELEVATIM THE SEAL APPEARING HEREIN ON THIS COVER SHEET CONTAINING THE 1011ing, subdivision aw development reg A SHEET INDEX TO ALL DRAWINGS MAY BE SIGNED AND SEALED IN LIEU OF ulations, but& me Wroval for ft issuance q of PV 5IGNING AND SEALING EACH INDIVIDUAL SHEET. WM Florlds Building Code fnd-, of� able IOC84 SUI* and Federal permi 1. FIRST AND SECOND FLOOR ELECTRICAL PLANS f wr 'on we i natUre of -C� a AUP, 8. SHEARWALL AND TIE DOWN INFORMATION suading Per J- Jn' LAWOved ifta, 9. 51TE PLAN 9 OF 13 10 9�_ t AREA CALCULATIONS DIMEN51ON NOTES PROJECT FIRST FLOOR 1344 S. F. ALL DIMENSIONS USED ON TH15 PLAN SECOND FLOOR 624 S. F. ARE BASED ON THE FOLLOWING: DESIGNPARAMETERS METAL ROOFING TOTAL HEATED 1915 S. F. FIRST FLOOR 02-31 EXTERIOR CONCRETE 13LOCK WALLS CALCULATIONS TO DETERMINE REQUIRED SHEAR WALL ARE BASED ON CARPORT 304 S. F. EXTERIOR FURRING WALLS COPYRIGHT THE 2001 FLORIDA BUILDING CODE AND THE CODE FOR DESIGN LOADS TRUSSES AT 24' 0. C. a'-8" PLATE L.INE STUDIO 349 S. F. BLOCK So - FURRING 2- Ion 003 ANSI / ASCE 1-98. IF ANY DISCREPANCY OCCURS THESE STANDARDS GOVERN. STORAGE 61 S. F. SECOND FLOOR ROLLING DOOR TRACK BY OWNER TOTAL UNDER ROOF 2524 S. F. EXTERIOR WOOD FRAME WALLS AV SC&E ALL INFORMATION CONTAINED HEREIN 15 BASED ON THE FOLLOWING: PATIO 489 S. F. INTERIOR WALLS 49 ROLLING WALK 1 244 S. F. INTERIOR PLUMBING WALLS 1/4 0 = it - ON 1. ROOF LOADS DOOR BY 00 WALK 2 100 S. F. OWNER UNLESS N01ED LIVE LOADS - 20 PSF PATIO AND WALKS TO BE VERIFIED IN FIELD OTHERWSE DEAD LOADS - 15 FSF WALL LEGEND no on 2. FLOOR LOADS Lu ALL AREAS ARE CALCULATED FROM THE 8` CONCRETE BLOCK OUTSIDE FACE OF THE EXTERIOR WALL LIVE LOADS - 10 PSF Cie GYP. TO THE CENTERLINE OF AN INTERIOR WALL. BOARD OPEN SPACES, IN FLOORS. ARE NOT INCLUDED. IV WOOD STUD WALL DEAD LOADS - 15 PSF TUB I..11fll 3. WIND LOADS SECOND FLOOR LINE 91111 evcp 4' WOOD STUD WALL WIND VELOCITY - 120 MPH ZONE TRUSS 'JO15TS AT IV 0. C. iNM 10'-0' PLATE LINE 4. BASIC WIND SPEED ( 3 SEC. GUST 120 MPH al; NEI gin WIND IMPORTANANCE CATAGORY 1.0 BUILDING CATAGORY - ENCLOSED WIND EXPOSURE C INTERNAL PRESSURE COFF. 0.18 gig 9, tlwz COMPONENTS / CLADDING COEF. -4 151-01 101-40 1 SEE ATTACHED SCHEDULES 5. THIS STRUCTURE 15 LOCATED IN THE WIND BORNE DEBRIS REGION AND HAS BEEN DESIGNED AS A ENCLOSED STRUCTURE. AS SUCH THE -0 AS THE GYPSUM BOARD CEILING MAY NOT BE USE Lu BOTTOM TRUSS CHORD BRACING. REFER TO THE W. u TRU55 DRAWINGS FOR BRACING LOCATIONS. ACCEPTA13LE METHODS INCLUDE I X 4 SPF RAT RUNS WITH 2 - 10d COMMON IN EACH TRUSS OR SIMPSON TSB2-24 WITH u 2 10d X 1 1/2 IN EACH TRUSS. FIRST FLOOR LINE 4" CONCRETE SLAB CjRADE Lu a— aelu w cv ;z w— SEE CLADDING AND COMPONENTS SHEETS FOR LOADS - SHEET 8 u < -z 121-OM 190-40 ic—aa 15'-2' 9f-Odl 191-20 0 u SECTION CN 30 30 CASEMENT < 0 5EMENT 30 30 C k5EMENT *B0 GLASS Q W/ 50 30 FIX.. GL. 30 3 3030 C SEMENT G 4030 FIXI GLASS 4030 FIX I Lu PRE ENG. CONC. LINTEL .................. T 0 Lu (3- BUILT IN CAB. UNIT BY OWNER ----- -- - -- --- - ----------- PANTRY BUILT 11.01 1;n BUILT IN CAB. UNIT BY OWNER L IN CAB. UNIT BY OWNER 28 - - -- --- -- -- - -- - - - - -- - - ----- ---------------- 3, REFR. RANGE, OVEN 13'-0' T-2m 3 WALK --c HOOD 5TOR. �1- KITCHEN � ON G" ON IV 30 U Ll All LU > Q I PRE ENG. CONC. LINTEL 10 ROLLIN a DOOR r 28 ...... ...... ........ z < LIVING DINING 0 AND TRACK Lu TRA H SINK I DISH A > U. 10' CLG. com DISP. WASH . ;r 2#-211 151-100 C-00 < Lu 1 0 FL EL 11.5' STUDIO tn 28 10' CI-Cr. Ln x 10 ON V CARPORT LU cr) ElL Lu ------- ----------------- FL EL 11.5' u ui Lu 101-8 0 — F- ;r- ;r- u') c-5 qr C-0 rn -r_-- Lu z < Lu tn X ;r I Ln Lu SLOPE 5LAB cn SHELF A r 5'-0' 0 -I j u d 0 < ON V < U) 30 Lu < De Dal I . V) I ---I &- FOYER ! < < Lu X --I < Lu LL u u it 4 -0' 40 3'-,V K3'-10' 24' 13' 1 13'-4" 4#-0# 201-0, cli wi T T I" i 0 u u 10.51 (L =3 < WH Lu j ta FPRE CAST LINTEL ABOVE PRE CAST LINTEL ABOVE 28 PR ;r- ul t CAST LINTEL ABOVE .................. ill MIMI=. LAO- u LU F- ;iC . 30, 50 CASEMEN . 30 50 CASEMENT R 160- 80 SLIDING QLA55.DOOR IV 50 50 FIR, 6- 0 < 50-59 FIX. G.L. IDN W/ TRUSS JOISTS 28 p WALK ] < AT IIV OC 10.8". > AREA' QF SLOPED CEILING MASTER TAININQ WALL BY OWNER < BED Room PATIO 10' CLG. X zo . LUirLU Ll Z-a ist-am op ucnu A I q) -1k A;O 000 u ,'t lu Ld 0 04 0-,0 < N ("�n z 0 c*4 ne 1.0 Z �- x K) a- C14 Go 0 C14 T Hz = La V) 0 z -j L L4 I<r- 9 Lf co LAN 130' 80'5LIDING G.LASS DOOR ll� V) z 0 (D V) cy) rn Z 4 1� to y- C-) T DATE DRAYM R A C T VtED XX-X X SHEET 41 OF 9 F I R 5 T F L 0 0 R P L N IlT qv pj 7�E ;0 j IV 1 <30 VID4 N 0 A4O T PREC ST"LINTELABOVE L U Ma<_-YULS) 3q 0. .. ................. PROJECT 02-31 YRIGHT TRU55ES AT 24" 0. C. -8m PLA 2003 TE LINE TOP OF SEC. SCALE FL. WINDOWS 1/4 it — on UNLESS NOTED OTHERWISE cc =zz=;=Q TRU55ES AT 24' 0. C. TRUSSES AT 24' 0. C. —SECOND FLOOR LINE TRUSSES AT 24' 0. 1 a TRU55 J015TS AT 10 0. C. plielill 1.1§1 10'-0" PLATE LINE 5 OPEN 09 z PRECAST CONCRETE BEAM 11jiglij TOP OF FIRST Hwflx La I— .rl FL. WINDOWS lop-51140 SLIDING 1; IMolq TOP OF WALL GLASS 1,151 p 10, DOOR I LU P1.1151p, OPEN :z OPEN —1 KITCHEN CABS. IF FIRST FLOOR L14E G R A D E C R 0 5 5 E 1 0 N uj SECTION SEE CLADDING AND COMPONENTS SHEETS FOR LOADS - SHEET 8 'vBm LINE OF ROOF, ABOVE --------- ------ LINE OF ROOF 40 20 CAPEMENT 40 20 C�SEMENT Q ---------- --------------------------------------------------------- LINE OF WALL BELOW -------------------------------- T---------------- ---------------------------------------------------------- Lu wl 0- Lu En ROOF < Lu a Lu i--tro 2X6 WALL FF I r---------------------------------- ------- ----- co AC -------------------------------- RIDGE 'LINE 101-81 3'-10 –1 4'-2' \ 28 BED ROOM Lu 8'-S' CLG. WH < T uj 0 < U LL ROOF ROOF Lu X LL zo _1 �l I 14r I DESK u u -------- --- < I %n -- ------ ---I (r) �_z uj BUILT IN CAB. L NIT BY OWNER <_ r- ----------------------------------------------------------------- -------- r------ ---------------------------------- ---------------------- F-S ---------- ------- u BUILT IN CAB. L�T 13Y OWNER 1 -1 ---- - ------ C) u_ -- - -------- < < DESK co < TRU55ES -cr =Lu 0 Lu AT 24" OC m< U-) u BED ROOM uj 8'-8" CLG. t8 ZD HEADER SIZES: uv BD cr 00 1 ALL HEADERS OVER NEW OPENINGS TO BE 2 2 x as 004 V%n UP TO C-O' OPENINGS. OPENING TO HAVE MIN. I JACK z <N I ;r 0 C'4 to-- I , AT EACH SIDE. SEE PLANS FOR LARGER OPENING5. 0 E3 Z F- c,4 'z En V) < 00 z Lou- UV) O 0 CX3 10 40 CA EMENT 54 40 CAB---MENT W 04 ----- ---------F------- F------- --- M < tn uj 0 C) co z V) (7) 0 7) DATE DRAWN R A C VISED XX-,<<X-Xx y-L'r SHEE A il ' 51,3- 3 C L4SCAI' UNLESS OTHU LRW f DATE D I W qA N SED C 0 N D F L 0 0 P L 'D Yh GENERAL CONCRETE BLOCK NOTES CONCRETE BLOCK REINFORCING PROJECT 1. MASONRY UNITS - ASTM C90 OR C145 1. PROVIDE VERTICAL REINFORCING AS FOLLOWS: 2. MORTAR - TYPE M OR 3 IN ACCORDANCE WITH ASTM C210 AT ALL CORNERS - 1 45 WITH 12' HOOK AT TIE BEAM AND FOOTING AT F-AC14 SIDE Of OPENING C-O' WIDE OR GREATER 1 15 02-31 3. CONCRETE - MIN 3000 F51 AT 28 DAYS WITH 12' HOOK AT TIE BEAM AND FOOTING AT EACH 51DE Of OPENING 12'-0' WIDE OR GREATER 2 #5 COPYRI 4. REINFORCING STEEL 1 43 AND UP GRADE 60 PER A5TM A05 WITH 12o HOOK AT TIE BEAM AND FOOTING AT EACH END OF 5HEARWALL SEGMENTS 2003 5. GALVANIZED - AS REQUIRED BY CODE DUE TO EXPOSURE IN LONG WALL RUNS - 4'-Om MAX 0. C. AT FOUNDATION - 1 46 HOOKED INTO FOOTING UP AND THEN TURNED 6, CONSTRUCTION - ALL CONSTRUCTION TO COMPLY WITH CODES OUT INTO SLAB AT 1'-0' 0. C. SCALE 1. SIMPSON STRONG TIE ADHESIVE SHALL BE USED IN ALL DRILLED 2. FROVIDE HORIZONTAL REINFORCING AS FOLLOWS- = is - ON AND EPDXYED CONNECTIONS IN CONCRETE. SEE REPORT ER-5191 1/4 FOR ADDITIONAL INFORMATION. ALL MANUFACTURERS INSTRUCTIONS AT REINFORCING STEEL TO HAVE A 90 DEGREE BEND AT ALL ARE TO BE FOLLOWED FOR CORRECT INSTALLATION. CORNERS WITH A 25, LAP. UNLESS NOTED OTHERWISE S. ALL LINTELS TO BE ' CAST CREATE ' PRE ENGINEERED PRECAST USE LADDER TYPE HORIZONTAL JOINT REINFORCING AT IiV 0. C. VERT. OR PRESTRE55ED CONCRETE. 9. PROVIDE M015TURE BARRIER'S FOR ALL UNTREATED WOOD THAT COMES IN CONTACT WITH MASONRY. �IWMMM � 2c mdz iINW4's,w q NOTE: FOOTING SIZES ARE 20" X 12' LU/ 2 # 5'5 CONT AT I STORY Lu FOOTING SIZES ARE 24" X 12o U.11 :3 # 5'S CONT AT 2 STORY THICKENED 5LAB INTERIOR FOOTINS 15 20m X 12" W/ 2 # 5'S F- u le-all < 81-4o u TYPICAL EXTERIOR CONCRETE BLOCK TYPICAL EXTERIOR CONCRETE BLOCK 5TEMWAI-L AND CONT. CONCRETE STEMWALL. AND CONT. CONCRETE < FOOTING - SEE OF-TAIL FOOTING - SEE DETAIL ---------------------------------------L------------------------------------------------------------------------ -------------------------------------------------------------------------- iWill -—-—- -—-—-—-—-—-—-—-—-—- - 11 1 11:;;;1 i I�-- LL. imull III III I 1111111 1,111, 7 Ill , 777711111111111111111 Lw cr 11 Milli L------------------------ ---- --- — ------ ------------------- ---------------- ---- ---- ----- ----I rl I = I ------ -- -- -- -- -- - - - - ---- &.G - I I L = 1 4' CONCRETE SLAB OVER COMPACT ON Y-la 1 - I FILL AND VAPOR BARRIER REINFORCE --------------------------- ----I SLAB--H#TH OR ---- -- to lot-ON ON DN i FIBERMESH 21'-4 ow Ln I IT 410 C) L--------------- 10 Lu ()(3 10 z< li UJ ---------------------- -- -------------------------------- 11 10 V Lu —-—-—-—-—-—-—-—-—-—-—-—-—-—-4-- r 11 - Ua 10. 40 DOOR 11110 1 - DOOR Lu CL lu:� 11 10 P ul z I Lu 11 10 ge 4' CONCRETE SLAB OVER COMPACT V FILL AND VAPOR BARRIER. REINFORCE ON SLOPE SLAB 10 �p ap u I SLAB WITH V X V 4 10 10 WWF OR TLU 10 Lu z FIBERIMESH ----------------------- 2of THICKEN SLAB EDGE ;r FOOTING TO 12' LUIDE < u BOTTOM TO 12' BELOW GRADE. REINF LUITH I cl u- Ile <LL #5 CONT. 0 1; Lu Z NOTE: 13'-4" 4#-Oir 201-01 3;0 u') lo u 10 RECESS ALL SLIDING GLASS DOORS INTO < SLAB AS REQUIRED PER HANDICAPPED CODES. ---------------- -------------- ------ --------------------------------- ---------------------- r-------- u") -77 -- — -------------------- Ill C:,. ---------.......... .. T-1 I I I 111111111 11111111 �1 1... I I Fr u — ————————————— ——— —————————————————————————————————————————————————————————-- L ——————————————————————————————————— —- —— —————— 114 0 5GD TYPICAL EXTERIOR CONCRETE BLOCK TYPICAL EXTERIOR CONCRETE BLOCK < = I < L i I STEMWALL AND CONT. CONCRETE 5TEMWALL AND CQ,NT. CONCRETE =L�== FOOTING - SEE DETAIL FOOTING - SEE DETAIL ON < ---- ---------------------- -------------------------------- - ---- ------------------------ ----------------------------- - 4' CONCRETE SLAB OVER COMPACT FILL AND VAPOR BARRIER. REINFORCE Ln SLAB UTH C X 9' 1 10 10 lUWF OR FIBERMESH Lu fn V4 Z < rj 1 0 C4 i NOTE; Z ce " C4 0 b V) < C'4 :c RECESS ALL SLIDING GLASS DOORS INTO r SLAB AS REQUIRED PER HANDICAPPED UV) 9 I CODES. z LU cr- 0 L, ---------- ---------------------------- Lu 04 m ---------------------------- - (nz * 00 80 5GD LLJ U + V) z L--------------------------- ------ 13'-4o lif-40 31'-4" 31'-4" DATE 3-1-03 1101-01, DRAm R A C REVISED XX-XX-xx SHEET OF F 0 U N D A T 1 0 N P L A N Vill. > -j -A FF7 PRO.JECT Ift 02-31 IT COPYRIGHT 2003 SCALE 1/4 = I I - 0 UNLESS NOTED OTHERWISE oil NOW 1,54 Lu 00 u <5 6 CV CIA LIKE OF ROOF ABOVE LIKE OF ROOF u -4 cli < ---------------------------------- - --- ----------------------------------------------------------------------- -----------------7-------------------------------LINE OF WALL BELOW Lu 1 :z ------------ ---------------------- LU a cr co --------------------------------- ----------- F- 7 L---------------------------------j ----------------/ RIDGE LINE Vr RIDGE LINE Lu < < U- 1 23 LU I 'L LL- Lu u u to < -1 czz LLJ 'qr F- 14) (j)a ca ------------------------------------------------------- -------- -------------------------------- Lu u --- ----------- Lu :Z < -4 qj > 03 0 UJ 0 C'4 ad 04 u- z 0 C%4 Z E 11) 1 0 Lu 0 < 04 :z Lu n 10 LUC) Z t) cn LLJ x 0 < -5 LL. 01) ------------------------------------ j.- Ld 04 K --Jj M < W- v) < 0 0 W tn 0) a) 0 < DATE 3-1-03 DRAWN R A C X RENASED XX-XX-X SHEET All OF 9 R 0 0 F P L ................. PROXCT METAL ROOFING 02-31 COPYRIGHT 2003 8`19". PLATE LINE SCALE on 0? 1 L/4 10 U u NLESS NOTED 2 !D OTHERWISE SIDING OVER WOOD FRAME METAL ROOFING METAL ROOFING SECOND FLOOR LINE AJ063 METAL ROOFING I- P 10'-00 PLATE LINE BAND BOARD TO MATCH FASCIA LINE alllo NZ u CONCRETE BLOCK LU ow J-- (x OR -jaw w- u 4 CONCRETE BLOCK <DLU CONCRETE BLOCK 04 se Lu<a u FIRST FLOOR LINE 2 A r)E —.14: L E F T 0 E E L E V A I Dec) METAL ROOFING < C14 8'-a' PLATE LINE 8'-8' PLATE LINE 0 U r- -j C14 < df .00, LU oe UJ U-1 IL--- SIDING OVER WOOD FRAME SECOND FLOOR LINE METAL R 1) �FING SECOND FLOOR LINE 1 -0' PLATE LINE 0' METAL RQ(IING --__ 10'-0" PLATE LINE BAND BOARD TO MATCH FASCIA LINE -------------- LU < c) LL w- 0 CONCRETE BLOCK uj X j CONCRETE BLOCK Ex U- =3 FIRST FLOOR LINE u u FIRST FLOOR LINE =3 < GRADE wz LLI Mmmot--GRADE U') LD C) u R E A R V A 1 0 N < U. %5 T U D 1 0 V A I U3 METAL ROOFING 8'-8m PLATE LINE OF Uj 0 C14 z < cq 0 EN z 0 L) < CN co r- (L z Lu) 0 LLJ 0 -J (X) CIO U-I C'4 METAL ROOFING SIDING OVER WOOD FRAME 11� V) < 0 C) LU C) 2 CI) z SECOND FLOOR LINE 10'-0" PLATE LINE BAND BOARD TO MATCH FASCIA LINE DATE 3-1-n3 OPEN METAL ROOFING DRAM R A C x R xx x CONCRETE BLOCK D XX-XX-X CONCRETE BLOCK ' 3 SHEE T r lk'tll I G T I D E L E V A 1 0 9 - -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- - - ---- I PROJECT - -- -- -- - - -- -- -- -- -- -- ---- -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- -- -- -- ---- -- -- - -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- T- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- - - -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- - - -- -- -- - ------ 02-31 GHT COPYRI L-?003 I SCALE 06 - -- - - -- -- -- - - -- - - - - -- - --- -- - - - - - - - - - - --- -- -- - - I UNLESS NOTED I OTHERMSE Fv_ gill i low - -- -- -- -- - -- -- ------ f- -- -- -- -- -- - - -- -- -- -- ---- -- -- - - -- -- -- -- -- - - -- -- -- ---- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- ------ -- -- -- -- -- -- ---- -- -- -- - - -- -- -- -- -- -- -- -- ---- -- - -- -- -- - -- ---- -- - - E L E C T R I C A L 5 Y M B L 5 NOT ALL SYMBOLS MAY BE USED INCANDESCENT LIGHT FIXTURE CONVIENIENCE OUTLET - 110 VOLT OWP CONVIENIENCE 06TLET - WEATHER PROOF CEILING FAN WITH LIGHT OG" CONVIENIENCE OUTLET - GROUND FAULT uj [TV 0 1 CONVIENIENCE OUTLET - 220 VOLT EXTERIOR SPOT LIGHT WALL SWITCH U-4 < WALL SWITCH - WAY FLUORESCENT LIGHT FIXTURE - LAY IN -------- ELECTRIC SWITCH WIRE (L /2t\ 0 SPECIAL ELECTRICAL CONNECTION Q 14�y u r- I FLUORESCENT LIGHT FIXTURE - SURFACE MOUNTED TELF-VI51ON OR CABLE OUTLET cli :01 < L----- -- -- -- -- -- -- -- -- ---- -- -------- --------- TELEPHONE OUTLET cj(_ Lu 5MOKE DETECTOR - WALL OR CEILING MOUNTED COMPUTER.,DECIDATED OUTLET .7Z THERMOSTAT EXHAUST PAN u Lu .5, E C 0 N D F L 0 0 R E L E C T R I C A L P L A N -----------I------ GFI -- -- -A -- -- ------ -- -- -- ------ -- -- -- ------ -- -- ---- -- -- -- -- -- -- -- - - -- - - j pe 10< LL_ 7(� '% uJ Lu Gil ge LL _03- GF1 - ----------- u u LUZ TO __q��GFIJ =3 : 4nJ _j < OZ LIJ 015R, ro . I � u GFI GFI I G I Lu W 2t ;Z GF1 -- -- -- -- -- ------- in < FLOOR OUTLET - < 0\ VF-RIFY LOCATION LL GF1 C&I GFI LU n c,4 z < N 0 C4 Z CJ 0 V) < 04 m e r, fx z 0 _j -5 LL. Co _j . (0 LLJ 04 z m 7( m V) z 't < a 0 Lu 0 1 (n CF) Im z 0 < TVI ATE 3-1-03 GF1 D! AC R XX-XX-X V jg SHEET el Fir x y v G I ULU [DA E T% DR _A RE\nS X z L E C T R I C A L P L OF 9 q PROXCT NCX FLORIDA BUILDING CODE, 2001 HEADER SCHEDULE DE51GN PRESSURES FOR OPENINGS 02-31 PRE-ENGINEERED TRUSSES MARK SPAN HEADER SIZE JACK$ ( VERSION LOI COPYRIGHT 12 AT 24' 0. C. HAILING PATTERNS BUILDING DATA A 01 TO f 2 - 2 X 6 WITH 1/2' OSB PLYWOOD FILLER I JOB INFORMATION 2003 NAILING PATTERN 'B* 'A' - 4' O.C. AT EDGES 3 1/2 1 1IC OSB ROOF SHEATHING. B 1 4' TO V 2 - 2 X 8 WITH 1/2' OSB PLYWOOD FILLER I AND am O.C. IN Wind Velocitq (mph) 120 Ccmpanq CUSTOM BUILDERS NAIL AT 0 0. C. EDGES AND importance Factor FOLLOWING INFORMATION 15 FIELDS WITH 8d 1.00 Prepared B9 ROBERT CONNER SCALE PRE-ENGINEERED TRUSSE-55; AT 12' IN FIELD I UNLESS C V TO W 2 - 2 X 10 WITH 1/2' OSB PLYWOOD FILLER 2 FROM A PROGRAM PUT AT 24" 0. C. NOTED OTHERWISE ) WITH 8d Uj RAILS Expo5ure Categorg C Client Name ALLISON HALL NAILS D 8' TO 12' 2 - 2 X 12 WITH 1/2' OSB PLYWOOD FILLER 2 < Bm C O.C. AT EDGES Internal Pressure coerricient we OUT BY: LU Job Description RESIDENCE 1/4' = 1 0 AND 12' O.C. IN Mean Rod Height (rt) 20 E PRE-ENGINEERED GARAGE DOOR HEADER BEAM 2 a. FIELDS WIT14 8d MAIN HOUSE j! Building Width (ft) STRUCTURES INTERNATIONAL. INC. UNLESS NOTED TRU55 TO PLATE ANCHOR NAILING PATTERN RB' NAILS 34.61 OTHERASE -0' Building Length fft) 56 INDICATES 4' Rod Slope 1*12) 1 DOUBLE 2 x L - 42 SYP TOP J WIDE EDGE AREA Job Number 02 31 SIMP50M SPHI WITH 12-10d SPECIAL HEADER' CONDITIONS AT HIP 6"0 C516 W1 22 - 10d NAILS NAILS PER SIDE �55;jm WALL OPENINGS 1112HOH sba AT 32' 0. C. MAX GOOD FOR r222# IN SPF WHERE THE HEADER IS LOCATED DIRECTLY BELOW THE DOUBLE TOP PLATES ADDITIONAL WIND j 8 1 STUDS 11490 SYP) CONDITIONS MUST BE MET. THESE HORIZONTAL HEADERS ARE TO BE LOCATED OVER THE WINDOW PRE-ENGINEERED TRUSSES 2 x 6 BOTTOM PLATE OR DOORS AS INDICATED BELOW TO MEET CODE CONDITIONS. 12 AT 24m 0. C. OPENING OPENING ILOCATIONI OPENING OPENING DIMEN51ONS SEE (ft) MAXIMUM POSITIVE MAXIMUM NEGATIVE 3/4' T AND G PLYWOOD - PLANS METAL ROOFING - INSTALL PER MA DESCRIPTION ZONE ELEV. (ft) WIDTH (ft) HEIGHT PRESSURE (pd) PRESSURE (pd) A FRONT DOOR 5 1 f, 4 a RAIL AND GLUE A 5 USE MANUFACTURERS DIRECTIONS 30.8 -34.6 13 CASEMENT / FIX. GL. 5 /a TRU55ES AT a 5 30.3 -38.6 1/2' A. B. AT 24' 0. C. WOOD FLOOR TRUSSES--\ UP TO 7 4' MAX 2 - 2 X H1 24' 0. C. C SLIDING GL. DOOR 4 & 1 21.8 -30.4 3 R 7 TO 4' f MAX 3 - 2 X D CASEMENT / FIX. GL. fs , ?.� IMPIR 11 30.3 -38.4 if - E SLIDING GL. DOOR 24.3 2' TO 4� CMAX I - 2 X TRUSS ANCHOR - SEE -1L6 h SCHEDULE FOR SIZE AND F CASEMENT / FIX GL. 5 114 3 24.3 -30 AMOUNT ? G FIXED GLASS 5 2 33.0 -43.4 906 H CASEMENT 5 3 3 33.3 -44.1 CONTINUIOUS OPEN BOTTOM I FIXED GLASS 4 14 3 33.0 -35.8 11 HEADERS AND SPECIAL NOTES A INTERIOR FINISH AS CONCRETE BLOCK AND 'U* DOUBLE 2 x I - 42 SYP TOP REQUIRED BY , --i* BLOCK TIE BEAMi,FILL WIT14 i fjXED GLASS 4 91 -4 3 33.0 -35.8 PLATE. SPECIFICATIONS CONCRETE AND REINFORCE K DOOR 5 fa 3 a 31.4 _403 INTERIOR FINISH WITH 1 45 AT TOP AND AT BOTTOM T CASEMENT 5 16 5 4 31.8 -41.10 2 X 6 STUDS AT IC 0. C. U CASEMENT 4 1 t. 1 4 32.3 -35.2 CONCRETE MASONRY v CASEMENT 4 1& 4 4 32.3 -35.2 HALL LIVING ROOM LTS - RUNNING BOND LU CASEMENT 5 116 4 1 32.3 SIMPSON SPH4 WITH 12-10d X -CASEMENT 9 1 33.3 NAILS PER SIDE - --- HORIZONTAL JOINT y CASEMENT 4 1 4 2 33.3 -3L2 GOOD FOR 1222# IN SPP REINFORCING AT IC 0. C. Z CASEMENT 4 Uj STUDS 11490 SYP) 14 4 2 33.3 -3L2 AA FIXE D GLASS 4 1& 2 x L - 12 P. T. SYP 1 30.8 -33.1 4" CONCRETE SLAB BOTTOM PLATE 4" CONCRETE SLAB WITH BB CASEMENT FIX. GL. 5 iZ T 4 -39.4 m d IV X C 110 10 WWF OR U C X r 110 10 WU1M 1/2' A.B. 9 32' 0. C. FIBER MESH AS PERMITTED' < Cz =) FINISH FLOOR LIKE SEE SHEET 2 FIRST FLOOR PLAN FOR OPENINGS AND LOCATIONS SEE 5 11 IV SEE SHEET 3 SECOND FLOOR PLAN FOR OPENINGS AND LOCATIONS U VAPOR BARRIER < VAPOR BARRI W_ ----------- .................. LU COMPACT FILL T------------------------------------------------------------------- COMPACT FILL Lu 20 X 100 CONTINUOUS 1/2" THREADED ROD - ................ CONCRETE FOOTING - ........................... PROJECT 1 1/2' NOTE: SEE FOUNDATION REINFORCE WITH 2 4 515 PLAN FOR FTG. SIZES ABOVE NUT OR 3 4 4'S CONT. 3' x 3' x Vir LL PLATE WASHER ONE STORY WALL SECTION ---------------------------------------------------- ....... > DOUBLE 2 x 4 4 PRE-ENGINEERED TRUSSES) .......... TOP PLATE AT 21' 0. C. SEE 3/4' HOLE CENTERED PLANS S E C T 1 0 N A IN TOP PLATES 0-------------------------------------- ----- ............. ........ 2 Uj WIDTH OF EDGE STRIP. (A) IN FEET 3.461 PRE-ENGINEERED TRUSSES AT HOME AT 24' 0. C. 12 1/2' THREADED ROD SEE < PLANS METAL ROOFING - INSTALL PER 2 x BASE PLATE L 2 MANUFACTURERS DIRECTIONS Oe x 3' x 1/8' 5 E C 0 N D F L 0 0 R U- M 0 PLATE WASHER AND NUT P L A N U-1 __4 SLAB LINE .......-------- -----------------------J I U U PRE-ENGINEERED TRUSSES TRUSS TO PLATE ANCHOR - a : 1 SEE SCHEDULE SHEET D-4 I2z < AT 24' 0. C. ------------- TOP OF LU DOUBLE 2 x - 12 SYP TOP DOUBLE 2 x 6 - #2 SYP TOP FLOOR TRUSS L" ---------- < PLATE. PLATE. U LU 1/2' DIAMETER THREADED LU W 111C 0513 OVER 2 x 4 SPF -z ROD TIE DOWN SYSTEM - SEE DETAIL A BELOW STUDS I UNO ) AT IC 0. C.. TION 112m DIAMETER THREADED < SEE DETAILS THIS SHEET FASTEN 0513 AS PER NOTES FOR CONTINUA ROD TIE DOWN SYSTEM < 2 x BOTTOM PLATES ON SHEARWALL PLAN. < NOTE: 2 1/4' FLOOR SYSTEM < THREAD ROD SYSTEM SEE DETAILS PROVIDES LOADS AS FOLLOWS f 9 C-O' WOOD FLOOR TRU55ES--\ FIN15H FLOOR LINE WIDT14 OF EDGE STRIP (A) IN FEET 3.441 WIDTH OF EDGE STRIP (A) IN FEET 3.000 AT 2 1/4' SETBACK AT HOME 360.10 S FT S1W AT STUDIO FLOOR JOISTS 121.34 4 PER TRUSS L---------------------------------------------I AT 3m SETBACK 112.22 4 FT S/W F 1, R 5 T F L 00 R P L A N 824.45 4 PER TRUSS ce K) i LU 0 V4 SECOND FLOOR THREAD. ROD TO BE z -t 04 SET INTO A 4 1/2' DEEP, OMMUMFOR SIZE AND 0 C14 0 AMOUNT Z fr) SINGLE 2 x 8 #2 SYP TOP 2X TOP PLATES HOLE AND SET IN EPDXY BOLT LOCATIONS 0 0 V) FC44 PLATE. AS REQUIRED IPT) I � AS PER DETAIL (.) H = 00 1/2' THREAD ROD BUILDING DATA JOB INFORMATION T7 CONTINUIOUS OPEN BOTTOM INTERIOR FINISH AS' z LSL CONCRETE BLOCK AND OU" z w (n LINE OF INTERIOR FINISH a 5EE DRAWINGS BY OTHERS 1 46 FLOOR TRUSS I REQUIRED BY BLOCK TIE BEAM. FILL WITH Wind VelacitV (mph) 120 Compang CUSTOM BUILDERS w i SPECIFICATIONS CONCRETE AND REINFORCE U:) < jr- LU 04 Prepared Bq ROBERT CONNER Importance Factor WITH 1 $5 AT TOP AND AT Expoeure dategor BOTTOM 9 C Client Nwe ALL15ON HALL ai 1/2' DIAMETER THREADED 11-- Internal Prcssure Coerficient + 0.18 Job Description RESIDENCE Ix V, z ROD TIE DOWN SYSTEM - 8' CONCRETE WALL - SEE x < SEE DETAILS SHEET 0-6 Mean Rod Height (ft) 20 GARAGE STUDIO w C) a) Z V) 0) SECTION FOR ADDITIONAL CONCRETE TIE BEAM E MASONRY Building Width (ft) 19-33 to Y_ INFORMATION .4 8' CONCRET 1 2 x - $2 P. T. SYP UNITS - RUNNING BOND C) Building Length (ft) 31.33 j. BOTTOM PLATE gok\ Rod Slope 602) 4 Job Number 02 31 40RIZONTAL JOINT 4' CONCRETE SLAB 4 5 REE3AR' 5 REINFORCING AT IC 0. C. IV X r 410 10 WWM WALL OPENINGS FINISH FLOOR LINE 4' CONCRETE SLABAITH C X IV 410 10 WWF OR FINISHED GRADE FIBER MESH AS PERMITTED OPENINCs OPENING LOCATION OPENIN OPENING DIMENSIONS G (ft) MAXIMUM POSITIVE MAXIMUM NEGATIVE DATE 3-1-03 MARK DESCRIPTION ZONE ELEV. (fo WIDTH (ft3 HEIGHT PRESSURE lost) PRESSURE Ifpsr,�., 12" CONCRETE WALL SEE ZI L FRONT DOOR 5 3 31.4 DRAM R A C SECTION FOR ADDITIONAL INFORMATION M CASEMENT FIX. GL. 5 to 5 30.3 REMSED XX_ X COMPACT FILL N CASEMENT 4 4 3 3 33.3 VAPOR BARRIER 0 CASEMENT 4 to 3 3 33.3 'A P SLIDING DOOR 5 to 4 30.8 EXTERIOR WALL SHEET COMPACT FILL -/ Q DOOR 4 31.4 20' X 10' CONTINUOUS R CASEMENT FIX GL 4 5 30.3 I - I I - J CONCRETE FOOTING - 5 ICASEMENT 10 REINFORCE WITH 2 4 5'5 5 31.8 A OR 3 1 4'S CONT, SECTION 2 DETAILS MAIN WALL SECTION ---------------- i ----------- SEE PLAN 3 1/2 T IjN11 1 T 0' '-)TED E t RAR2�14- ----------- ------------------ Nj1EE PLANS F-, SEE SHEET 2 FIRST FLOOR PLAN FOR OPENINGS AND L' ON 5 r qL OF 6 1) 7' PROXCT NO. 02-31 COPYRI 2003 GlIT SCALE 0 ON UNLESS NOTED OTHERNS]E MUM zq 11,413 WWII, Z,!A u Lu u cli F- C) u < Lu :zr Lu F- OL 201-00 311-Ald le—al 181-80 201-00 tu cn P 150.00, (9.8) AFPROX LINE OF HILL < TREE w- < 0 Lu NOTE: 0 in 0 , I. // OWNER TO HAVE A TREE LLJ ir- EXISTING' SURGEON VERIFY ALL CONSTRUCTION ce u- 4.., DRAINAGE THAT CAN AFFECT T14E TREE =3 0 F- FLOW ROOT SYSTEM TO AV:)ID DAMAGE TO THE EXISTING TREE. u u z < Lu MASTER Lu APPROX'`LiN' !4- LI) 0 u E OF HILL BED ROOM PATIO OPTIONAL WALL BY OWNER ul Lu < C3 a WALK I u #10.33' -j < u *11.0, FOYER Lu STUDY a- CARPORT FIN. FL. FIN. FL. u 4 1 : *10.5 EL 11.5' EL 11.5' #10.33- LIVING Lu u u LLJ 0 cq Lu z < N i 0 N uc Z C4 #11.0' WALK 2 KITCHEN 0 0 c*4 Ln H 2 ro-O y a. z C-) LL, Z L6 V) 0 LL. LL W cy- 5 co C4 NEW DRAINAGE FLOW 19.3) ly- V) z Lu C) 0 0 150.00, Z V) cr) 0 201-01 Be-ol 20'-0' T TE 3-1-03 DRAM R A C REMSED XX—XX XX I T E P L A N J". SHEE c7f ' R Ax". OF 31Y, 0 5 .... ... ......