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HomeMy WebLinkAboutBuilding PlansCD CD Pi 6j ClJ C 0 E7) 77 w Cn z w i w H CAJ LD z a z a 0 cU co L O L FOUNDATION FLAN Q1"Woe by, oi' EXISTING SEARING FOOTER 4 SLAB UU/ DEPTI4 SUFFICIENT FOR ENCLOSURE. EXIST. STUDY V-0" CEILINCa SCALE- 114 n = 17-0" 10' DRAINAGE/UTILITY EASEMENT I----------------------� I I I I I I I I I I I I I I I I I POOL AREA I I I I PROPOSED FRAME ENCLOSURE +� 290 SQUARE FEET I LU F.FE. = EXISTING FLR SLAB I a I I ILI 20.00' I � I� � I I I I I I EXISTING HOUSE I I I I I I I I I I I I 10` W10 I CONC. DRIVE SUNSET TYPICAL POT PLAN PRODUCT APPROVAL SCHEDULE: SWING, OVERHEAD & SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPENING ID PRODUCT MODEL# MFG. GLASS ATTACHMENT METHOD NOA # DESIGN PRESSURES EXP. DATE Pl 2110 SERIES SH24 �� 35 X52 AMERICAN CRAFTSMANO.C. ANNEALED 8D NAILS ® 5" FROM EA. CORNER, IN JAMBS 5" MAX TO EA SIDE OF MEETING BAR AND 15" O.C. AFTER THAT, 20" IN HEADER AND IN SILL 03-0630.03 .3 +36.8 36 10/04/07 P2 EXT. DOOR INSULATED DOOR THERMA— TRU N/A 8D NAILS @ 6" FROM CORNERS, AND 13" O.C. AFTER THAT IN JAMBS AND HEADER 01-0516.1 1 +60.0 —60.0 10/04/06 CLADDING AND COS" 1PONENTS PRODUCT ID MODEL# MANUFACTURE ATTACHMENT METHOD EXPIRATION DATE DESIGN PRESSURES MULLIONS N/A N/A N/A N/A N/A ROOFINC N/A N/A EXISTING N/A N/A SIDING N/A N/A EXISTING N/A N/A SOFFIT N/A N/A EXISTING N/A N/A SHUTTERS RECESS ACC. SHUTTERS SOUTHEAST - 1/4"x3" LAP SCREWS © 12" O.C. IN FRAME WALL. N/A +45 -50 St. L LiC68 County I #F"4t'' Environmental$ £ail Septic System AppearsFor Proposed Gfl'-�'�sftus.',Iil U IND PROTOGOL5 FOR COMPONENTS AND CLADDIN6- CODE / FBI.2004 V 2006 5UPPLEnNT PROJECT ADDRESS: (SEE TITLE BLOCK) PROJECT NAME: (SEE TITLE 5LC)CK) ARCHITECT / ENGINEER: 5TEvEN Cs. WooD, P.E. TYPE OF CONSTRUCTION: C8 X FRAME BUILDING [DESIGN: ENCLOSED EXI PARCIALLY ENCLOSED OPEN W D SPEED (3 SECOND GUST) : 130 MPH 140 1" IPH X EXPOSURE: 11511 INTERNAL PRESSURE COEFFICIENT: IMPORTANCE FACTOR: *1 MEAN BUILDIN,� HEIGHT: 101-6' OVERHANG: 1 FT. ROOF PITCH MATCH 1.5/12 COMPONENTS 4 CLADDING L)IND PRESSURES: +35/-38 Ps1= ROOF DEAD LOAD: 15 (SHINGLES) YEs (TILE) FRAMED FLOOR LIVE LOAD: 15 PSF DEAD LOAD: 4o PSF SHUTTERS: YES JXJ NO IMPACT RESISTANT AS5EM5LY: YES NO JXJ EXIST. GA5LE END ROOF NOfRTk� SIEDE ELE\/,471CN SCALE 1/4n = r—On — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I NEW ROOF RIDGE _ z (1.5/ 12 PITCH, EST. I'-4") _ _-------------------- �------------------------ MATCH EXIST.HOUSE TOP OF BEAM �—----------------------- �J'`-------------------------- VERIFY IN THE FIELD. (8'-0" EST.) i— — —r— I I I ®® I I I I I Pl P1 Pl Pl +35/-38 I ®® I I I I I H D HOUSE F.F.E. MA 10 EXIS F----------------- ---- --- ------I _ 0' GROUND _ L---------------------------IIlk — — — — — — — — — — — — — — — — — — — ------' — --8"P —00� INISH FL WEST REAR ELEVATIO�-[ 5L AL1= 114 = !'-U" NOTE: MANUFACTUR! R'S SPECIFICATIONS REQ'D FOR WINDOW', EXIST. WO. BEAM 08 X 4" 8.5 MEDAL SC W. (SEE PRODUCT APPROV ,_ - ATTACHED DOCUMENT) w "8 WD SCREWS w 12" O.C. SHUTTER 2 "X4" P.T. WOOD FLANGE BLOCKING SET IN CONTINUOUS SEALANT BED EXIST. EXT. FINISH 1/2" DRYWALL SEALANT PERIMETER SEALANT AND BACK BE DING 11 Ilk I r- N. -1I 11 11� A r' % N.T.5. NOTE: SNAP IN GLAZING — BEAD (TYP.) VINYL WEATHER STRIPPING PERIMETER SEALANT AND BACK BEDDING (SEE PRODUCT APPROV. ATTACHED DOCUMENT) BD. SILL SNU7T�R -� r 05 X 4" GALV. MEDAL SCREW. 4" FRAME ELECTRICAL PANEL SUFFICIENT TO HANDLE ADDITIONAL I OAP FROM ADDITION AND THERE ARE I -EW ADDITIONAL CIRCUITS THEREFORE; THE ELECTRICAL LOAD SHOULD NOT IMPAIR THE DEMAND ON THE AMP USAGE IN THE PANEL AND EXISTING METER. EELEECTF;�ICAL FLAN E— EXISTING N — NEW ELECTRICAL EXISTING STRAPPING IN PLACE. MATCH EXISTING-� MATCH EXISTING MATCH O.H. T-111 OVER HOUSE WRAP` W/ SD NAILS a 12" OC IN FIELD 4 6" CC ON EDGE THRU OUT ENCLOSURE. ,, I I 12 1 2 SLOPE —CCIRNER MOLDINGS V SILL DETAIL N.T.5. EXISTINel <TCHEN 4" EXT. FRAME (SEE PRODUCT APPROV. ATTACHED DOCUMENT) *8 WD SCREWS 10 12" O.G. APPROVED WINDOW WEATHERSTRIPING \-PERIMETER SEALANT AND BACK BEDDING SEXIST. EXT. FINISH uJINDOW J,4r-15 N.T.5. I oOo E RETURN AIRI 00 � I PE EP SIZE OF NEW A/C DUCT WORK AND SYSTEM REQ DONE BY OTHERS I I i I ist- N N �IN 211x2" EXISTING HEADER IN PLACE W/ ROOF. 2 "X " STUDS TO SINGLE TOP PLATE W/ 5P-4 HURR. STRAP 8 (6) SD NAILS PER STRAP. a 1/2" SHEET ROCK OVER 211x4" S UDS a 16" O.C. W/ R-113 INSULATION IN WALL CAVITY. SIMPSON 0 8P-4 GALV. MTL. HURR. STRAP EVERY STUD N W 51/4" SASE BOARDS TO SOLE PLATE, TYPICAL. 2X4 P/T SOLE PLATE W/ APPROV. 1/2 "x8" WEDGE ANCHOR BOLTS IN FTR. 5" MIN. EMBEDMENT W/ WASHER 4 NUT a 32" O.C. EXISTING FINISH GRADE -d \i�%���%���\i�i °.. ,•'�� e — EXISTING a. � .. .::............. a e EXISTING FTR. 4 SLAB Al UUAL L C055 SECMION EXISTING ROOF. NO IMPROVEMENTS � EXIST. 1"I5TR BED Rt' M A/C NOTE: AIR CONDITIONING BY OTHERS. SCALE 1/4ff = 1'-Op EXISTING ROOF uJ,4Ll� CONNECfiION 5ECfi. ~�' SCALE 3/4' = 1'—O° SCALE: 3/4'' = V-011 t.. Lucie county ll"ti"'nf1,-partrncn1 Environt-fionta' Hew"I Septic System App~� Irq Ade, j 1 For Propo-,ed Constri.xition This Approval Doei; 'Mot 1 �1-,.A {: � -uo INSUL. BD. T-I11 RETURN :\ ,EXTERIOR OF WALL 2X& P.T. Q HEIGHT OF DOOR, SET�* 2 "X4" STUDS 1/2" INTO OPENING f \-FINISH FRONT DOOR TRIM) NAIL 6 12" O.C. 6" FROM TOP E BOT. FfRONT D fR.D T A I L N.T.S. STRUCTURAL_ N❑TESI ALL THOSE APPLICABLE 1, DESING LOADS: ROOF ( DL + LL) = 47 PSF WIND VEL❑CITY = 110 MPH SUPPORTING STRUCTUR = 120 MPH ROOF SYSTEM TRUSS MEAN HEIGHT = 14 FT. ABOVE GRADE 2. SOIL BEARING CAPACITY: 2500 PSF 3. ALL STRUCTURAL CONCRETE AND GROUT SHALL HAVE A MIMIMUN COMPRESSIVE STRENGHT OF 3000 PSI AT 28 DAYS 4. SLAB/F❑OTINGS TO BE CONCRETE WITH MIMIMUN 2500 PSI C❑MPRESSIVE STRENGHT AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS, 5. MINIMUM CONCRETE PR❑TECTI❑N FOR REINFORCING BARS: FO❑TINGS: 3' BEAMS: 1-1/2' SUSPENDED SLABS: 1' 6. LAP ALL REINFORCING STEEL A MINIMUM OF 30 BAR DIAMETERS, 7, ALL STANDARD LUMBER SHALL BE SPF #3, OR STUD GRADE WITH A MINIMUM FB = 1200 PSI, OR BETER. 8. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, 9, SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATI❑N OF HARDWARE IS NOT PERMITTED, 10,UNLESS OTHERWISE NOTED, THE INSTALLATI❑N OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTI❑NS AND STANDARD PRACTICE. 11,BEARING POINTS OF HEADERS, GIRDERS, AND BEAMS SHALL HAVE VERTICAL SUPPORTS SUFFICIENT TO SUPPORT LOADSAND SHALL BE PROPERLY ANCHORED FOR UPLIFT AS WELL BE NOTED. 12,R❑❑F SHEATHING T❑ BE NAILED WITH 10D GALV, NAILS OR EQUAL 6' ❑, C. E+F IN ZONES 1 & 2, AND 4' ❑. C. E+F IN ZONE 3. 13,UNLESS OTHERWISE NOTE FOREXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERI❑R DRYWALL IS TO BE NAILED WITH 10D OR BETTER NAILS 6' ❑, C, EDGES AND 8' D. C. FIELD, OR SCREWED WITH, 14.ATTACT WINDOW BUCKS WITH 3 - 3/16' BY 3 1/4', 2 1/4' EMBEDMENT LAG SCREWS EQUALLY SPACED. ATTACT GARAGE BUCKS WITH LAG SCREWS SAME AS WIND❑W EXCEPT SPACE AT 18' 0. C. 15.F❑R RIDGE VENT INSTALLATI❑NS BLOCK WITH 2X4 #2 HF OR BETTER BETWEEN TOP CHORDS OF TRUSSES ALONG THE EDGE OF THE PW DIRECTLY BELOW THE VENT, 16.F❑R FRAME SEGMENT TO MASONRY SEGMENT C❑NNECTIONS USE P,T. VERTICAL SECURED TE1 MASONRY WITH 3/16' DIA, BY 2 1/2' EMBEDMENT LAG SCREWS 1 AT EACH END AND 18' 0, C, THEREAFTER, 17 ALL DESIGN AND CONSTRUCTI❑N SHALL BE IN ACCORDANCE WITH THE CURRENT AMERICAN CONCRETE INSTITUTE (A.C,I,) AND THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION C A. I, S, C, ) , THE SOUTHER STANDARD BUILDING CODE, AND ALL APPLICABLE LOCAL CCIDES. 18 CONCRETE (OTHER THAN HIGH -EARLY STRENGTH) SHALL BE MAINTAINED ABOVE 50 DEGREES FARENGHE_IT AND IN MOIST C❑NDITION FOR AT LEAST THE FIRST SEVEN DAYS AFTER PLACEMENT OR A COLORED PIGMENTED HIGHLY REFLECTIVE CURING COMPOUND SH[.1ULD BE APPLIED AS SOON AS P❑SSIBLE AFTER FINISHING (15 TO 30 MINUTES). THE CURING COMPOUND SHALL HAVE SOME COLORATION SO ITS PRESENCE CAN BE; CHECKED. HIGH EARLY SHALL BE CURED FOR AT LEAST 3 DAYS, 19 ALL MASONRY BLOCK WALLS SHALL BE 8' MASONRY (F/rn = 1350 MIN,) LAID IN RUNNING BOND AND USING TYPE M MORTAR, 20 ALL C❑NSTRUCTION JOINTS SHALL BE APPROVED BY THE ENGINEER, 21 ALL WOOD MEMBERS SHALL HAVE A MINIMUM FIBER STRESS IN BENDING OF 1200 P. S. I. WITH 1 /360 MAX DEFLECTION, 22 WOOD MEMBERS IN CONTACT WITH MASONRY SHALL HAVE AN APPROVED ANCHORS AS PER SBCCI CODE, 23 ALL BOLTED CONNECTI❑NS TO BE 1/2' CADMIUM PLATED OR BETTER. 24 LAG BOLTS TO BE USED ONLY IN SHEAR CONNECTI❑NS WITH MINIMUM 4' THREADED PENETRATIONPAST STEEL PLATE, 25 LAG BOLTED CONDITIONS SHALL BE DRILL TAPPED NO LARGER THAN THE INTERNAL THREAD DIAMETER AND SHALL NOT BE HAMMER -DRIVEN, DOOR SCHEDULE NO. QTY SIZE THICK MAT. TYPE JAMB THRESH WEATH TRIM REMARKS 1� 1 EA 3068 1 3/4 METAL INSULA ALUM. ALUM. YES YES WINDOW SCHEDULE — rough openings WINDOW SIZES ROUGH OPENINGS MARK TYPE QTY WIDTH HEIGHT WIDTH HEIGHT HEADER SILL REMARKS �A 24 5H 5 37" 52" 37 1/2" 52 12" 80" 27 12" ENCLOSURE EXISTING <ITCHEN EXISTING FRENCH DOORS ZI 77-777 t 77 77P�-=- - - ==r 7./ 71-17- // 77 O0 0 8'-0" CEILING tt EXISTING WALL LEDGEND 1 EXT. FRAME WALL EXIST FRAME WALL NEW FRAME WALL A2EA SCHEDULE ENCLOSURE ......... 2 aO 5Q. FT. TOTAL ............. 2eO SQ. FT., =Lc�OR FLAN on, EXISTING BEAMS ABOVE ENCLOSURE �mmopl9�ii1Q EXISTING ENCL05URE I' -a" CEILING , 4'-m" 4'-0" 1,2'-011 20'-0" A2 2 EXIST. MSTR BED RM 8'-0" CEILING SCALE 114 A = 1'—O n LU OC U) M O LL O J Qw �Q �U �O JZ) �Z �J ww� �n :>w z- M ® � LL] � ac �0 Cf3 0 CL J w COPYRIGHT: THIS DRAWING AND THE ENGINEERING WITH HEREIN ARE THE SOLE PROPERTY OF STEVEN G. WOOD P.E. REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT WRITEN CONSENT OF ENGINEER STEVEN G. WOOD, P.E. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. NOTIFICATION: BEFORE CONTRUCTION, ANY DISCREPANCY WITH THIS DRAWING SHOULD BE BROUGHT FORWARD BY THE CONTRACTOR /OWNER-BIULDER PRIOR TO PROCEEDING WITH A SOLUTION AND SHALL CONSULT THE DESIGN PROFESSIONAL PRIOR TO ANY CONSTRUCTION. CHANGES ORDERS: ANY CHANGES MADE TO FINISH DRAWINGS ARE SUB- JECT TO CHARGES AT AN HOULY RATE. ACKNOWLEDGMENT THIS STRUCTURE AND THE COMPONENTS SHOWN IN THIS DRAWING ARE DESIGNED TO MEET 140 MPH WIND SPECS AS PER 2004 FBC W/ 2006 SUPPLEMENT. (SEE DRAWING) W Z CI) U) W 0 0� J 0 U J n Z U_ W w M 8Q .`� zw J °q a® . i cv) w wZ zv w JO IC) (W II� co (L w U Uw LSw c� DRAWN A.J. CHECKED DATE STARTED 01-15-07 SCALE AS NOTED JOB. NO, 27524 SHEET A2 OF 2 U