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HomeMy WebLinkAbout2531 Park Ave 06-2538 SFRAwk PERMIT ADDRESS- CONTRACTC__ ADDRESS PHONE NUMBER_ PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE A BDIVISIOIIT- i ® PERMIT DATE_ PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE at.. a d d I "SAGETHE JA-RO CAU`NSTRUCTION, INC. 407- 324-9495 0 L o LL c 0 a - � o L v 11/3/2005 11:12:57 AM SHEET INDEX PROJ. NUMBER F 2004643A SHEET N0. PAGE SHEET TITLE A1.0 1-9 COVER SHEET, SITE, AND LEGAL Ai.t 2-9 FOUNDATION PLAN, DETAILS AND NOTES A2.1 3-9 FLOOR PLAN, SCHEDULES, NOTES A3.1 4-9 ROOF PLAN AND ROOF FRAMING PLAN A4.1 5-9 EXTERIOR ELEVATIONS, NOTES A5.1 6-9 WALL SECTIONS AND DETAILS E1.1 7_9 ELECTRICAL PLAN, DETAILS AND NOTES M1.1 8-9 MECHANICAL PLAN, DETAILS AND NOTES P1.1 9-9 PLUMBING PLAN, RISER DIAGRAM AND NOTES APPLICABL'E C O D E S NUMBER P2 004643A ZKOJ•2001'FLORIDA BUILDING, 2003 REVISIONS (120 MPH WIND ZONE, ASCE 7, 1998) PLUMBING, MECHANICAL & Gk : CODES. 2004 FLORIDA FIRE PREVENTION CODE 2002 NATIONAL ELECTRICAL CODE FLORIDA ACCESSIBILITY CODE (CHAPTER 11 OF FBC.20Gf j FLORIDA ENERGY EFFICIENCY CODE FOR BLDG CONST. (CH. 13 OF FBC 2001)m 2001 NFPA 101 LIFE SAFETY CODE APPLICABLE STATE, FEDERAL AND LOCAL CODES AND ORDINANCES. SCOPE OE WORK NEW MASONRY RESIDENCE. LIVING SPACE AREA GARAGE 1,424 SF -391—SF REAR COVERED PORCH 211 SF FRONT COVERED PORCH 136 SF TOTAL AREA w21.62-SF ■■MM■ Err■ r■r .rr.r . was OO::M : loom ::::: :no won son r.■ 1 ::■ : an 0 1 :: ■■■ : . ' • • s.. 1 ::: Ono ' saw Ono m:: 1 :: • ::: • ::: loll on man : • •:o ■r■ MEM ::: ::: an ::: 00 ■M■ ' mom • ::: rE. MM■ • moo • I.■ son Err :::: Mr■N■ • r■■rr■ 9 :::u ■: ■.rrrr■rrr■ rrrt■ ■Mr■■M.K.M■M....r..r.rM■ ■.r.rr■....■ ■.rrr■ F- 0 z DWG BY: BNB CHK BY: ADF DRAWING DATE 03 AUGUST 2005 a� ftfl 0 in; rrr. rrrrr KEEN.. loll■.. ::::M:M:r■ MEMO ■MM.rrrrrKrrrK.r■rrrrrr■ ■rr.r.r■rrrrrrrrrrMr■.r■ 0 w a 0 v Cif 0 ::: • no ■M■ ' ::: ::: Mr■ mom • non wonMum i ■r■ .• ■r■ all • • :M: :M: mom ::: now • r.■ on MEN MOM gum ::: •� ■M■ man ' ::: . ■■■ ::: ' :S.:: ' Oo ■:■ Err no an 0 a 0 rf-f- i ■■■■■■■u■urirM■rurrur Mrrrrrrrrrr■.rrrrrrrr..r■ ■Mru ■ � rii■ ■r■ ::M DRAWNG :ms r■ COVER SHEET OEM MM: - mO Al .0 o SHEET 1 OF 9 PROJ. NUMBER F 2004643A ri l� MAR 0 2 2006 ARCHTECT AR0007942 CONCRETE WALL BEYOND FLUSH WITH FINISH FLOOR 3B VERIFY WITH MANUFACTURER 1 1/2' 1/8' PER FOOT SLOPE DN a 6-MIL VAPOR BARRIER (TYP.) I EXTERIOR E3EAfRING WALL SCALE. 3/4' o N N. ;;. 6-MIL VAPOR I_ I BARRIER (TYP.) 3F - 16" - 1 CONC, SLAE3 AT REAR SCALE: 3/4' = I'-0' 1/8" SAW CUT JOINT TO BE DONE WITHIN 20 HOURS OF POUR. CUT TO BE 1" DEEP 6 X 6 WELD WIRE MESH (NOT W/ FR.. REIN. CONC.) 11:v' 1: I "Im, COMPACTED SOIL CONTROL JOINT DETAIL SCALE: 3/4' = P-0' 3B 3B 4 G -. v- - - — - - - - - `• G ° / 6-MIL VAPOR BARRIER (TYP.) ' STEP DOWN @ GARAGE 1.1 SC: 3/4 = 1 -0" 3E - II 11 3S r Z -IN. FLR. EL. (REF.) II _ 00 APPROX. FIN. GRADE n u p Z 36 1 i __= J� N J N ol EXTERIOR SEARING WALL SCALE: 3/4' = P-0' 3E 36a;A 'I -= 1 /2 PVC WEEP HOLE 3N •_ _ S'I �� FIN.FFLR_ EL. (REF.) II w ---- II a APPROX. FIN. GRADE o0 U 3F " ' ` c- L COVERED FORCH BEARING SCALE: 3/4' = I'-0' I Wif 3B A - _4 4 ' ff DRIVE 3F �� v4 I v \A i d 41 RECE55 6 GARA E DOOR SCALE: 3/4' = 1'-0' - i C f i R i r Do N A1.1 I TUB ->� — — —7` wH , P DRYER ASHE "' I ■ 0 00 I I CV 21'-4" '-4" _ I M A1.1 � :r w I C I A1.1 I 3D � I R_/ Q c� I SLOPE 2' OVERALL ( ■ 00 M I I I coo (0 00o I M I I A1.1 I ■ ■ ■ ■ ■F5■ ■ 3'-4" 11'-7" 6'-5' OPT. FOUNDATION PLAN SIDE ENTRY GARAGE DOOR SCALE 1/40=1'-011 s 0 I 00 00 00 I n_ FOUNE"o)ATION PLAN SCALE I/4'=I'-0' SECTION 16 DESIGN DATA: BASIC WIND SPEED 120 M.P.H. WIND IMPORTANCE FACTOR 1 BUILDING CATEGORY 2 WIND EXPOSURE B INTERNAL PRESSURE COEF. 0.18 DESIGN WIND PRESSURE 31.5 P.S.F. * SEE ELEVATIONS FOR ACTUAL WIND PRESSURES. TERMITE TREATMENT NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES TERMITE TREATMENT PROVIDER AND NEED FORRE-INSPECTION AND TREATMENT SIM CONTRACT RENEWAL SHALL BE PROVIDED. IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, CLEARANCE BETWEEN EXTERIOR THE SIGN SHALL BE POSTED NEAR THE WATERHEATER OR ELECTRIC PANEL. WALL COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6 INCHES (152 MM). CONDENSATE LINES AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1 w FOOT AWAY FROM THE STRUCTURE SIDEWALL. _ U TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL BACKFILLING AND COMPACTION IS COMPLETE. INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH K CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED. IF SOIL TREATMENT IS 9 USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY ANY z PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. Q IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL 0 VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENTIS REQUIRED. c ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE w DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED 0 SOIL. a a IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, a CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR o FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. Z Q IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, z CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR 0 CONCRETE OR GRADE WITHIN 1 FOOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED a PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION, ANY SOIL z DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED BE PROMPTLY a RETREATED. w J TERMITE PROTECTION. ALL BUILDINGS SHALL BE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND 3 LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENTS OF AGRICULTURE AND z CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST o w SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY w THAT CONTAINS THE FOLLOWING STATEMENT: m "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION a OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND o CONSUMER SERVICES" z 00 cn o PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE H - SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIA�S AND SHALL RECEIVE APPLICATION OF TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. Q a FOUNDATION NOTES z VERIFY LOCATION OF BUILDING AT SITE AND ADJUST CONCRETE FOOTING, SLABS, 0 LANDINGS AND STEPS AS GRADE REQUIRES, J 3A CONCRETE: 0 FOOTINGS: 25M PSI IN 28 DAYS = SLABS: 2500 PSI IN 28 DAYS FILLED CELLS: 3000 PSI IN 28 DAYS COLUMNS: 3000 PSI IN 28 DAYS o BEAMS- 3000 PSI IN 28 DAYSCL w 3B 4" CONCRETE SLAB, REINF. W/6x6 10/10 WIRE MESH OVER 6 MIL VAPOR 0 BARRIER AND COMPACTED, CLEAN TERMITE TREATED FILL. (TYPICAL ALL U SLABS). USE INDUSTRY STANDARDS TO KEEP SLAB WET DURING CURING a 0 PROCESS. THE CONTRACTOR SHALL LEVEL, PATCH, SMOOTH AND OR PREPARE ALL FLOOR SURFACES FOR FINISH COVERINGS. 0 w 3b USE FIBER REINFORCED CONCRETE PRE MIXED IN THE CONCRETE 0 (ALT.) FROM THE PLANT AND OMIT THE WIRE MESH. p 3D INDICATES TYPICAL FILLED CMU CELL FILLED AND TAMPED cr WITH APPROVED GROUT AND REINFORCED WITH (1) # 5 DIAM. w BAR LAPPED 25" MIN TO PROVIDE CONTINUOUS TIE a FROM FOOTING TO UPPERMOST TIE BEAM. LOCATE w m AS INDICATED AND MAX 8' 0/C. ■ INDICATES = CONCRETE POURED CELLS WITH REBAR 0 REINFORCEMENT. AS DESCRIBED ABOVE. INDICATES = CONCRETE POURED CELL, ONLY. z NO REINFORCEMENT u) 3E INDICATES 1 #5 DOWEL WITH 8" HORIZONTAL HOOK, SET IN FOOTING AND EXTENDING 18" ABOVE SLAB. FILL CMU CELL z AT DOWEL WITH CONCRETE. LOCATE AS INDICATED ON Q PLAN AND AS REQUIRED BY CODE. 3F EXTERIOR BEARING MONOLITHIC FOOTINGS TO BE 16" W. X 20" D. W/ 2 - #5 DIAM U REBAR CONTINUOUS. 313 FADS AND STOOPS TO BE 4' CONCRETE W/ 6 X 6 10/10 WIRE MESH W/ 8" THICKENED EDGE W/ 1-#5 DIAM BAR CONT. (LENGTH AND WIDTH NOTED ON PLAN). Q 3K THE; MINIMUM DISTANCE REINFORCING STEEL MAY BE FROM THE SURFACE OF CONCRETE SHALL BE AS a FOLLOWS: 3" - WHERE CONCRETE IS PLACED AGAINST THE GROUND. 1 lh"-WHERE CONCRETE IS PLACED AGAINST THE FORMS L`' BUT WILL BE EXPOSED TO GROUND OR WEATHER a AFTER FORM REMOVAL. 1" - FOR ABOVE GRADE SLABS & WALLS 0 2" - FOR BEAMS AND COLUMNS. CONSULT WITH ARCHITECT IF ABOVE CONFLICTS WITH DETAILS Q 3L THE BOTTOM OF ALL MONOLITHIC BEARING FOOTINGS Q SHALL BE A MIN. OF 12" BELOW FINISHED GRADE. tL 3M FOUNDATION: SEE FOOTING DETAILS FOR SIZE, SHAPE AND REINFORCING 0 OF FOOTINGS FOUNDATION DESIGN IS BASED UPON THE FOOTINGS BEARING ON UNDISTURBED SANDY GRANULAR SOIL HAVING BEARING PRESSURE CAPACITY OF 2000 PSF. IF FIELD OBSERVATION OR FURTHER w a TESTING INDICATES DIFFERENT SOIL CONDITION, NOTIFY ARCHITECT FOR 00 REDESIGN OF FOUNDATION SYSTEM. FOUNDATION SHALL BE CONTINUUS of a AROUND ENTIRE BUILDING. 3N POUR SLAB DOWN 1 1/2" FROM FINISH FLOOR (AT FRONT DOOR AND AT EXT. _ REAR PORCH) AND SLOPE AWAY FROM BUILDING 1 1/4" PER FOOT ~ 3P LIGHT BROOM FINISH ON ALL EXTER. SLABS AND SIDEWALKS. V) 3R SAW CUT 1" DEEP CONTROL JOINT IN CONC. SLAB WITHIN z 20 HOURS OF SLAB POUR. 3T POUR SLAB DOWN 4" FROM FINISH FLOOR . 6B PT. 2 X 4 WOOD PLATE (CONT.) W/ 1/2"0 X 8" 'J' ANCHOR BOLT AT 32" OC. (MAX). 12" FROM EA. CORNER AND DOOR OPENING. 9D EXTERIOR 3/4' STUCCO (TEXTURED CEMENT) FINISH OVER CMU I— AALLAdF4WR SEP 2'0 2m ARCHITECT AR0007942 rrrrr■ r:rr-11 rrrrrrrrrrsri■ ALAN DAVID FARRAR A\ ■ a LL_ I N Q d' n Lo O O N f'U CO U N 0 Q 0 L S._ 0 LL c- O Q i O DOOR SCHEDULE 6 PANEL MTL WD. PANEL DOUBLE 6-PANEL SOLID CORE HOLLOW CORE WOOD BIFOLD 6-PANEL WOOD BIFOLD ul I I i i i 6 1 I I i I I i I ZE FIND THIS SYMBOL HDWE PROJECT NO, ON PLAN NEAR DOOR F 2004643A STYLE H.C. WOOD NOTES - POCKET * LEVER HANDLE & DEADBOLT ON ALL EXTITIOR DOORS. WINDOW SCHEDULEFIND THIS ON PLAN N RB WINDOW R I 0 1 (o 36" ;\_4G 1 FIN. FLOOR MASONRY ROUGH OPENINGS AO 23 SH o cD 48" FIN. FLOOR MASONRY ROUGH OPENINGS © 25 SH © 48'x60' PRECAST 8" X 14" PRECAST DOOR LINTEL CAPACITY LINTEL PROPERTIES SAFE GRAVITY LOADS PLF SAFE UPLIFT LOADS PLF TOTAL LINTEL N� SOUD (1)5U SOLID (1)5U & SOLID (1)5U SOLID (1)5U & MARK N0. LENGTH OPBNIG DETAIL DD L DETAIL DE DETAIL DD L DETAIL DE DL-8 4'-8' * 1-4' 3362 6209 2556 2556 DL-22 11'-4' 10'-0' 1102 1 1102 1 588 1 588 * DENOTES TYPICAL DOOR OPENNINGS (INCLUDE DOOR JAMBS) PRECAST 8" X 16" PRECAST WINDOW LINTEL CAPACITY LINTEL PROPERTIES SAFE GRAVITY LOADS PLF SAFE UPLIFT LOADS PLF MARK N0. TOTAL LINTEL LENGTH NOMINAL CLEAR OPENING (1)5U DETAIL C DETAIL SOLID (1)5U L DETAIL D SOLID (1)5U DETAIL C SOLID (1)5U do L DETAIL D WL-4 4'-V 3'-2' 4288 10000 3709 3709 Ha.-11 16-6" 9'-2" 1535 1618 819 819 W _-12 11'-4' 10,4, 1472 1433 765 765 WL-13 12'-6' 11'-2' 1270 1237 609 609 WL-18 11-4" 16'4' 864 864 731 731 "d- * LEVER HANDLE PRIVACY LOCK ON ALL INTERIOR H.C. DOOF * METAL THRESHOLDS AT ALL EXTERIOR DOORS. MINIMUM FASTINER COUNT * 6 PER VERTICAL FRAMING MEMBER * 2 PER HORIZONTAL FRAMING MEMBER HINGE AND STRIKE PLATES: REQUIRE TWO 2-1/2' LONG SCREWS PER LOCATION. # 8x 2-1/2' LONG WOOD SCREWS MIN. 6' FROM BOTTOM & TOP AM MAX. 13-15/16' O.C. F� HEADER MIN. 6' FROM EACH END OF HEV& /�— TYPE PROJECT NO. �/ F 2004643A b N L # ao o co lot 3 2 co ] I o i co I 26 h" s FIN. FLOOR MASONRY ROUGH OPENINGS O IH4-SH E9 38'x24' FLOOR PLAN SYMBOLS ® DOOR SYMBOL- SEE DOOR SCHEDULE x-xx LINTEL SZE SECTION REFERENCE - DETAIL 0- DETAIL -�' NOTES E ' FINISHED CLEARANCE �\ EXISTING DIMENSION -� MAY BE MINIMUM DIMENSION "COMBINED VERIFY DIMENSION M y y -I-R RADIUS OF CLEARANCE AL. ALIGNMENT LINE _ CENTER LINE — IRL— LAYOUT REFERENCE LINE POB POINT OF BEGINNING FOR LAYOUT ----- ITEM ABOVE ITEM BELOW OFT. FLOOfR FLAN SIDE ENTRY GARAGE DOOR SCALE I/4"=1'-0° — d" 18,-8" + 2'-0" 11'-4" '-4'( 4G/7A/8D D wL-4 OPTIONAL ao wL-13 CQ — — — — — — ROD & %RVE ROD & SHELVE — 4E o ; C1_ } I I OPTIONAL10 R /I -olT ■ -I Y11= D 3 D O LAV. " 4E —/ r� 3 O '-7' 3'-0" 3'-6„ 3,_O,r ,_7>, _ ol ■ MAEER BATH j o io oo J 2 1 •- ® w to 1 -4 5 -0 � ^ pX p /+ I � MASTER BED ROOM rn r- 13'-0" " TUB Nco � B PANTRY SHELVES 4E/7A/8D r7 _ _ S{U ■ WL-8 ■ i 3 O C 5 ■ ■ F OO 6'-8" 6'-4" " 5'-0" 1 12'-8" 6B T _ 9A (TYP.) I 9C -NOTE: CONTRACTOR TO REVIEW ",cis 9C o ROD & SHELVE I WITH CLIENT FOR LOCATIONS OF FLOOR FINISHES > \/—L6A/9A(TYP.) `r 6D 00 R F. KITGH N `° I o I � 3D O DINING PM O ❑ a)V-11" qw 11'-4" 8'-9" »" oOV N SIN o BED ROOM. #2 o I 07 3D ❑ D8 I i A5.1 °° _ I I B 7 �P. O N a e d 6 gC �j "� C",M I 6B r;7 ■ o N SHELVES iM L14� / M oo00 J 0l2­4 C I n ROD & SHELVE , �'D 2- -8" 15-4" " _ 6'-0" i VA 3'-0" ❑ © - i � N ■ 1, B 9C M o L V. J d - N 7F/8D ¢ 3 (TYP.) 00 I a 6J� co I 6A/9A(TYP.) _ N r- o ■ BED ROOM. +3 LIVING RM �* ■ -0"I 5- WC. 15'-4" rn o _ `44' TUB TF 6A/9A(TYP.) 7F/8� 7 9C 00 ■ ■ - \ANlYL ■ ❑ ■ ■ VENT DRYER ASHE HWH A 3 OY wL-4 O _ F— — — —I a co 00 I I 4» C 8G ■ 7A 7D ■ ■ ❑j _ DL-8 FRONT -I PORCN ( I o� _ 00 �— N 8" 20'-0" " '-4 3'-4" 2'-8" 2'-0' 1 6'-8" O ■0 10 7'_4" 8'-8" r -I tD 4E - ■ d I 4E Yet-18PS ❑ N GA? ■ `j 15'-4" " NJ I I o co I O I I I � °° O N ^ i I n I I �- 16'-0"x7'-O" O.H GARAGE DOOR ■ ■ 204 ■ ■ WL-18 21-8" 16'-0" 2'-8" 21'-4" 16'-O" loo_ 37'-4" AN SCALE 1/411=1' -04 i- U;i ■■ i ■ O 3D INDICATES TYPICAL FILLED CMU CELL FILLED AND TAMPED 31 w ALAN DAVID FARRAR WITH APPROVED GROUT AND REINFORCED WITH (1) # 5 DIAM. z ARCHITECT BAR LAPPED 25 MIN TO PROVIDE CONTINUOUS TIE FROM FOOTING TO UPPERMOST TIE BEAM. LOCATE ¢ AS INDICATED AND MAX 8 0/C. ■ INDICATES = CONCRETE POURED CELLS WITH REBAR 4,1 REINFORCEMENT. AS DESCRIBED ABOVE. 11 INDICATES = CONCRETE POURED CELL, ONLY. w:- rAII. NO REINFORCEMENT ¢ 1 7® f U rn 4A 8' C.M.U. WALLS WITH HORIZONTAL JOINT REINFORCEMENT 4 ® AS INDICATED (MIN. 16" O.C.) AND VERTICAL REINFORCE W AS INDICATED. Q I Lo 4E PRECAST CONCRETE HEADER / LINTEL (8"X8" X REQUIRED 41 — LENGTH, OVER MASONRY OPENINGS. MINIMUM BEARING 8" .-. CONTRACTOR TO VERIFY WITH LINTEL MANUFACTURER FOR ¢ U PROPER FIT. 4G PRECAST CONC SILL 0 WINDOW OPENINGS. 4( o ® a, 6A INTERIOR WALLS, FRAMING: 61 N Q rc-l-) 2"x4" WD. STUDS 0 16" WITH P.T. 2"x4" BOTTOM PLATE. / � 6B 3/4' P.T.FURRING AND 1/2' GYPSUM BOARD OVER CMU WALLS. 6E .,® Q WITH 3/4"INSULATION AND VAPOR BARRIER. � o 6D PROVIDE WOOD BLOCKING FOR CABINETS, RAILING, 6 0 Q AND OTHER BUILT-IN OR SURFACE MOUNTED ACCESSORIES. _j 6J PROVIDE PLATFORM FOR A/C/AHU. VERIFY REQUIREMENTS 6, a- CL' WITH HVAC CONTRACTOR. ' _ 7A SEALANT. APPLY SEALANT AT JOINING OF ALL 71 M Q DISSIMILAR MATERIALS EXPOSED TO WEATHER AND AT o a. GAPS EXPOSED TO VIEW. h SEALANT: A FULL BED OF SEALANT AT WINDOW AND z z DOOR FRAMES (INC. THRESHOLD) AND A CONTINUOUS ® BEAD AT PERIMETER. zz L 7C INSULATION: INSTALL NEW: 7( o > Lj R-19 OR R-30 BATT ON BOTTOM OF TRUSSES. � R-4 FOIL INSULATION a ® Q w 7D THRESHOLD AND FULL WEATHER STRIPPING ON ALL A z - ' 0 ¢ JAMBS AT ALL EXTERIOR DOORS. 8D ALL WINDOW AND DOOR FRAMES SHALL BE SECURED TO 81 0 : z SURROUNDING WALL AS PER MANUFACTURER / SUPPLIER w Z RECOMMENDATION FOR WIND ZONE LOCATION. _ >® ® Q O N 8G ATTIC ACCESS: PROVIDE 22' X 42' ACCESS TO EACH 8 T_ ATTIC SPACE. 3 I ( _I dN 9A 1/2" GYP BOARD ON BOTH SIDES OF ALL INT. FRAME WALLS. 9. ? Q `- 9C AT ALL CHANGE IN FLOOR MATERIAL PROVIDE 9( w APPROPRIATE TRANSITION STRIP, IF AT DOOR, LOCATE D DIRECTLY UNDER DOOR. w m 0 - F- O Z DWG BY: BNB 0 CHK BY: ADF DRAWING DATE 15 SEPTEMBER 2006 tr a REVISIONS z 0 w O z 0 w d 0 U D_ 0 0 w U 0 O rr o_ Of- 0 z F- ® O 0 N U Z cl Q Z U c+� Q ¢ ¢ LL 0 0 z J LL_ O I- F- W d O a DRAWING TITLE = FLOOR PLAN � son ■■■ A2.1 ■■ ■o■ ■■■ 1°woo -- iiiSHEET 3 OF •, (I DESIGN WIND PRESSURE 31.5 P.S.F. J PROD. NUMBER * SEE ELEVATIONS FOR ACTUAL WIND PRESSURES. I= F 2004643A THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED 120 MPH 3-SECOND GUST WIND LOAD REQUIREMENTS OF CHAPTER 3 OF THE FLORIDA RESIDENTIAL CODE, 2004 EDITION. ARCHITECT AR0007942 _ u , Q U u W I w W ID x CL 0 (U U) 0 0 (u 4> u v S U i Q L d i i d c- d Q i d L L d L�. . d Q ELECTRICAL & LIGHTING LEGEND PROJECT NO. F 2004643A �EP ELECTRICAL PANEL Q EXHAUST FAN 110 V DUPLEX OUTLET 18" A.F.F. TYP.) CEILING PADDLE FAN � HALF SWITCH-110 V OUTLET 18" A.F.F. TYP. &44' INDICATES HEIGHT A.F.F. TO CENTER CEILING PADDLE FAN W/ OPT. LIGHT KIT & WP EXTERIOR WATER PROOF RECEPTACLE �220 220 VOLT RECEPTACLE ® f X 4 FLUORESCENT LAY -RI (OR 2'X2'j R' SQ. SYMBOL 2--2 BULBS 4=4 BULBS S--SPLIT SwTai 4S 2/2-- 4 BULBS 2 S9TTCIi EA St 2 BULB Q DIRECT CONNECTION 9 / t3 SWITCH / 3 WAY SWITCH Q SMOKE DETECTOR t TELEPHONE JACK Q' A/C DISCONNECT <-+ TELEVISION CABLE JACK EXTERIOR FLOOD LIGHTS sc SURFACE MOUNTED CEILING FIXTURE FLUORESCENT LIGHT w WALL MOUNTED LIGHT FIXTURE <—F• TELEVISION ® RECESSED 6" DOWN LIGHT TQ THERMOSTAT HCOMBINATION ®D•B• DOOR BELL GH GROUND FLOOR INTERRUPT ® CHIMES -0AN-LIH GARAGE DOOR BUTTON PENDANT 7 BOX OPT. OVERHEAD SERVER 2" RIGID SAME AS UNDERGROUND 3 - 2/0 ALUM. 2" NIPPLE 3 - 2/0 ALUM. 150 2/0 SER, CABLE AMP 150 AMP METER MAIN SERVICE DISC. 8-16 PANEL 150 AMP. 20-40 CIRCUIT OPT. UNDERGROUND TYP. ELECTRICAL SERVICE BY PANEL CIRCUITS POWER CO. #4CU TO 5/8" GD. RD. 8' FT. LG. ALSO SERVICE TO BE BONDED TO FOOTING STEEL NEMA 3 SEE FLOOR PLAN FOR FUSE SIZE A/C DISCONNECT �14/2 COPPER TO LIGHTS & OUTLETS 12 2 COPPER TO KITCHEN AN DINING OUTLETS #10/2 COPPER TO HOT WATER HEATER #8/2 COPPER TO A/C #9/2 COPPER TO HEATER #8/3/6 COPPER TO RANGE ELECTRICAL RISER DIAGRAM NOTE: NTS ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND THE LOCAL POWER COMPANY. I FAN-LITE A/C COISSOR - / BATH RM { pia BED ROOM. "3 R ! GFl 44 � H WH EP ®� cd ATOC ACCESS I— �`� - 0-�—ATp wl ACCESS LITE - - am PB GARAGE -�- SENSOR E I \ j I I GARAGE DOOR ' / OPENERci .� HB I w I GARAGE I �- ROOF OVERHANG — ABOVE OPTIONAL \ ' / GR I C REAR PORCH ' ' W ------ / ' NOT INSTALLED j - / , �. _ HIRED ONLY I MA5TEfR BAT4.; HB MASTER BED ROOM X3" FAN-LITE\ \ / j \ i t PANTRY / f _ CHIMES 3 3 __-/H SD L `� GFl 44' � f ; \, I j qp EF DIED 22M. •2 KITCHEN ) �' DINING�c�RM -- 144" I I � ' LITE M 60 FANS LITE o o , i 0,,�y�Qp DIST'OS 14ER E OR p�- \ L AN%u1E Gn 44" !�H I GA 44" , SO dh _3Aj SD _ I I LIVING Rtl , I �_ FAN-UTE AF FAN-LITE , BATH RM CT SED 1e:OCX`1, 03 R GFI 44 �� H WH 1-, I AM ACCESS WP GA ATT� ACCESS LITE PB I I B L W FRONT PORCH ' ARAGE DOOR t i_ OPENER EQ. / 8'-10\� EQ. - F '--,—ROOF OVERHANG I I ABOVE GARAGE \ GARAGE GARAGE \� HB / ROOF OVERHANG SENSOR I iW - ---_ ' - - - --- - - - --- - - W OPT. ELECTRICAL PLAN ELECTRICAL PLAN 51DE ENTRY G,4R,4GE DOOR G4L /4 0=1'-m' .bpi P 1 in . 7- ELECTRICAL NOTES Et VISIT SITE AND DETERMINE REQUIREMENTS AND COSTS FOR POWER AND TELEPHONE CONNECTION, SERVICE EXTENSION, INCREASE IN CAPACITY, AND SERVICE EXPANSION FEES IF REQUIRED. COORDINATE NTH UTILITY COMPANY. NO COST INCREASE WILL BE ALLOWED AFTER BIDDING. E2 THERE SHALL BE NO BACK TO BACK OUTLETS OF ANY TYPE, REGARDLESS OF HOW CLOSE THEY ARE SHOWN ON THE DRAWINGS. DISPLACE THEM AT LEAST 4 INCHES AND SEPARATED BY A STUD BETWEEN OPPOSITE WALLS. E3 ALL WALL MOUNTED RECEPTACLES AND SYSTEMS OUTLETS SHALL BE MOUNTED 18" ABOVE THE FLOOR. AT RECEPTACLES ABOVE COUNTER TOPS MOUNT 8" ABOVE COUNTER UNLESS NOTED OTHERWISE. E4 PROVIDE GFI PROTECTION FOR RECEPTACLE NEAR SINKS, AS REQUIRED BY CODE, E6 All CONDUCTORS SHALL BE COPPER. E7 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. E8 ALL WORK SHALL BE DONE IN ACCORDANCE WITH N.E.C. AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. E9 CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EQUIPMENT PRIOR TO ROUGH -IN. WHEN PROVIDED OR REQUIRED THE CONTRACTOR SHALL VERIFY DETAILS AND SPECIFICATIONS CONTAINED IN SHOP DRAWINGS. E10 THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE OF DEFECTS FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF INSTALLATION THAT MAY HAVE BEEN DAMAGED. E11 ALL MATERIALS AND FIXTURES SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABELS WHERE APPLICABLE. E12 CIRCUITS SHOWN ON THE PLANS ARE USED TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUIT ROUTINGS TO SUIT THE JOB CONDITIONS. E13 ALL PENETRATIONS SHALL MAINTAIN THE RATING OF WALL, FLOOR, OR CEILING. E16 ELECTRICAL SUBCONTRACTOR SHALL VERIFY THAT PROPER CLEARANCE AND ACCESS IS PROVIDED FOR SELECTED FIXTURES. NOTIFY CONTRACTOR IF CONFLICTS BEFORE CONSTRUCTION BEGINS. E17 TELEPHONE INSTALLATIONS SHALL COORDINATE WITH EXISTING SYSTEM AND MEET ALL STANDARD REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY AND THE TELEPHONE COMPANY E19 ALL PHONE LOCATIONS SHALL BE WIRED FOR MIN 4 PHONE LINES. CONSULT CLIENT FOR EXACT NEEDS AS MORE LINES OR COMPUTER CONNECTIONS MAY BE REQUIRED. E22 CEILING PADDLE FANS: INSTALL WITH FAN BLADES AT LEAST 7'-4" TYP. ABOVE FLOOR. PROVIDE A SPEED CONTROL SWITCH AT WALL SWITCH LOCATION. E27 PROVIDE A DUPLEX 110V POWER OUTLET, LIGHT OUTLET AND A DISCONNECT WITHIN 5 FEET OF THE AIR HANDLER EITHER IN HVAC CLOSET OR ABOVE CEILING, AS REQUIRED. E28 PROVIDE DISCONNECT AND WP 110V DUPLEX POWER OUTLET AT A/C COMPRESSOR LOCATION. NOTE: ELECTRICAL SUBCONTRACTOR SHALL PROVIDE POWER FOR ALL BUILT IN APPLIANCES: RANGE, RANGE HOOD, DISHWASHER, FOOD DISPOSAL, EXHAUST FANS, WATER HEATER, A/C AND OTHERS SHOWN OR REQUIRED. VERIFY OTHERS WITH CONTRACTOR. wo ALAN DAVID FARRAR ARCHITECT .. ■■■■■■■■■ ..... .- rrrrr.-- - ■n■■■ ■n.nr now . 80 :i: Mal mH ::: omm ::: , • ■r■ , .. mom ' a Homm EEE • ::: omm mom omm mom r 00 ::: as H., � son SH HMO .� • ■■■■ noon. • ■rr■■■ r ■■■■r■■■■■ ■rr■ .. ---------------------- - F■rr■rr■ -- ====== : ::' HIM[ mas um D son Sam EE DRAWING E: 11.:: now mou ::: Ono :um o w O U O--- ONE ON am on ' an mom ' son Mm u ::: ON mom ::: NNE on .� w MEN now own ::: EEE■r■ • mom Mom mom • MOM mom EEE .. • ■■■ ' EEE ME o 4 0 ■■■■ ■■r■■ NAUMAN ■■nnnnrnonrrr■raarrnrnnn� ■r■r :::' mom son ::: DRAVVING TITLE mom ELECTRICAL PLAN rrr manDRAVANG NUMBER Now 1 MEN :::El omm:loom ::: mom man ... owo now SHEET7 OF9 ■n■ ■■r r■ : ■n■ ■■ ■■ ■■ 1� LAND. FAR SEP 2 0 2006 ARCHITECT AR0007942 12 15 7'-O" JACK TRUSES VARIES 2'-0" 01 H. JACK TRUSSES O i 4- 0 0 Iy I Q rM d- n Lo �r 0 0 N 0 L O tL c O Q 0 L_ O LL c s 2'-0" O.H. In 2'-0" O.H. jq�� liq 1111111il p p g jjt��- 21'-4" GIRDER— 2 2'-0" O.H. SCALE 1/4" =1' -0'I JACKS TRUSSES ® 24" O.C. (TYP.) CONNECTED TO CMU WALL WITH 'SIMPSON' META 20 W/16d X 1 1/2" I! �I II III II jz i I 1� ! 1111 GIRDER-1 , - (2) META 20 L I 71 _ _ _ _ _ _ _ -4 I>t !i ! I I ( ------ --- I i ® -1 II I ! I i z ®- -- - �__� - �- w i- ------- i-- L = - -- ----�-+-#— -- �— - - - - - - - z 7• - --tea- - L z i II II tl I I CD CD w 2 -0 ® cy- C'4 L I 11 w I; III �'- _- � .~. SCALE 1/4 =1 4 F- ui z ! ! _ L 77 l GIRD 1 1�4!j ..__/ IT ( { ill i { l ! ! ALL CORNER HIPS _ IIt It I I-i _ _ _ l META 20 (TYP) FOR _ i HIP TO CMU CORNER I- J ! ! \ I ! ! I I � I IF / - 1 10 c1 ¢ate a Wit- c�.> i I - - — - - �I � _ '� I -•I,_. �'�- - -,- �r--- 7 I ! T-------- --- /p ---- — ----- -�-- --- ------GIRDER=fit I 0 I i (1) META 20 i! GIRDER-3 (1) META 120 I I I I I I rI W ¢ w 9l`Fy ! - - -- -- L —1 z o ! I ODD SPACE o !--F--_f------I--- i----I-------- o m .—. �o IL CR i z,� !jlli III! (2) META 20 (2) META 20 _ 12'-0" HIP JACK 24S (TYP.) , F — — GIRDER-2 — — — 1" O.C. CONNECT WITH HETA 20 - -� I- �o w 'j- - �Q - --� .4- r o N uj a zF- ! i , ' I ! zQ Q a . 0 � ! ! ! ! Z °-- o tl) I I I �� M o=.4- I i ! shoo !! I II aN(3 - I -_-__ ___ --- --- --- -- -- - -- - __ 012 ALL CORNER HIPS META 20 (TYP) FOR HIP TO CMU CORNER 19'-4" HIP JACKS (TYP.) I ® 24" O.C. CONNECT WITH META 20 ° 25'-4" now kil IM JAA h h- � WOO d m ALL CORNER HIPS META 20 (TYP) FOR HIP TO CMU CORNER w z o V) a.NU = o /(2) META 20 0 z w 0 m a a w z 0 U ca N uj w O V) a in v 0 CV w V) d Cl w w w z CD w W (2) META 20 -_ . W N �zw -�owo c U U 3 N if C5 N U ®o �,rALL CORNER HIPS META 20 (TYP) FOR HIP TO CMU CORNER NAILING SCHEDULEmom 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 0 ALAN DAVID FARRAR 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS z ARCHITECT UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A U NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. d 3. HEADER STUD REQUIREMENT 2 HEADER STUDS EACH SIDE 1'-6" TO 6'-0" �{ �' L� - I I _ 3 HEADER STUDS EACH SIDE 6'-0" TO 12'-0" 4 HEADER STUDS EACH SIDE 12'-0" TO 18'-0" 2 HEADER STUDS REQ. 1 FULL LENGTH STUD 3 HEADER STUDS REQ. �2j FULL LENGTH STUDS 4 HEADER STUDS REQ. 2 FULL LENGTH STUDS 4. BEARING WALL NAIL PATTERN: 1. PLYWOOD: (FIELD) USE 8D NAILS 0 12" O/C OR O.S.B. (EDGE) USE 8D NAILS 0 6" O/C 2. GYPSUM: (FIELD) USE 5D NAILS 0 10" O/C (EDGE) USE 51D NAILS ® 7" 0/0 .■.■.■ .: ■■■■ all MEN wown ■N■ Ron man 000 now ` iilw i ;: .. 5. ROOF NAILING PATTERN: PLYWD OR OSB tD ZONE 1 USE 8D COMMON ZONE CHART N - NAILS 0 12" O/C Q 00 20 ZONE 2 - USE 8D COMMON NAILS 0 6" O/C N 0ZONE 3 - USE 8D COMMON NAILS 0 4" O/C Ordr , K, 6• 1/2" GYPSUM CEILING: USE 5D NAILS 0 7" O/C w Q 7. SENCO 2 1/4" X .131 & PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU o Q o OF 8D COMMON NAILS. NAILED @ 5" O.C. EDGES & @ 10 O.C. FIELD w [h U- 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF 0 24" O.C. UP TO 14'-0' HGT. - INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF @ 16" O.C. UNLESS w OTHERWISE NOTED. _ Q 0 LL�- 9. TABLE 1705.1, OF THE STANDARD BUILDING CODE, NAILING REQUIREMENTS ARE IN w ADDITION TO STRAPPING REQUIREMENTS. z z z 0 a Lis � ROOF SHEATHING %YEKING 1/2-GYPSUM DBL LINTEL W/ 1 #5 EA-- 1/2" A.B. 0 48" O.C.—� GABLE END TRUSS MAY HAVE TO BE MODIFIED (SEE ELEV.) �2 16d NAILED 16D - B" O/C END NAILED GABLE END NAIL SPACING -SEE ZONE CHART 2X4 OUTLOOKER 0 24" O.C. (MAX. 12" O.H.) W/ A34 0 24" O.C. 2X4 WIND BRACE 0 RIDGE & AT 8 FT. O.C. TO 3rd TRUSS GABLE END TRUSS MAY HAVE TO BE MODIFIED SEE ELEVATIONS 1/2" A.B. @ 48" O.C. 2X4 BLOCKING STAGGERED rUSS STRAP 0 48" O.C. E TRUSS LAYOUT) 2X8 PLATE 2X BLOCKING A. END LINTEL 5D COOLER NAILS OR FRAMING W/ (1) #5 GWB54 0 7" O/C -FOR GA -NOT RE DIRECT TRU56 TO FLOCK WALL CONNECTION )I,ENDWALL FOR GYPSUM CEILING DIAPHRAGM NOTE: CONTRACTOR SHALL VERIFY ALL TRUSS TO TRUSS CONNECTORS WITH TRUSS MANUFACTURER. iii Ono now X.. • Ni■ so SXM • iwas ii iii • iii an aiman ii■ . ■■■■■■ ■Eoor Our■■■■.■■ rao �rro�o�rr�u�u�■■��� Faitmommi • iii■ • esm iii o :' Sam iii CHK ' AD iii D' A WftQ� Molly /: �►�IRi REVISIONS z ft�H 0 • ■uu NONE■■ ]nisi.■ ■i mommoo Nnon;r■N■N■■or000■i ■r■orr■ooruor■■or� -- ■uururrrrrrarrrruu� 0 w 0 U w# 0 0 w U O 0 O U � w 0 "� �+ Mom • iii s Mom iii so * ON .. U Q d a tr > a 0 z a J a °i. O F- w SECTION 16 DESIGN DATA: BASIC WIND SPEED 120 M.P.H. WIND IMPORTANCE FACTOR 1 BUILDING CATEGORY 2 WIND EXPOSURE B INTERNAL PRESSURE COEF. 0.18 DESIGN WIND PRESSURE 31.5 P.S.F. * SEE ELEVATIONS FOR ACTUAL WIND PRESSURES. 0 a- DRAWING TITLE w ROOF FRAMING ROOF PLAN DRAWING NUMBER V z A3.1 3: u '1"F�FAR* OCT 1 r7o//as ARCHITECTAR0007942 u 75 bi J bi I d- I m Gt- 10 5 r- cu 0 0 a +' u N S u d d d Q S_ d 2' A5.1 HEADER 20 SF NO +24.7 MINIMUMFINISH FLOOR. � 21 S.�. +24.7,-26.9 7D/8D/8F FfRC."o)"NT ELEVATION 5C,ALE I/411=11-ou fRIGHT ELEVATION 12 +Z.5.0 -25.8 fREAfR ELEVATION �IMMAJJNFJIM 7H 12�j� 7N� A5.1 -I �- !---�---- s SH 1 H4 SH 1 H4 SH 25 SH 25 SH L �� +25.3 i 1 �_ -27.5 11 SF J-/ 11 SF 16.7 SF -� 16.7 SF q J1 +25.9 +25.9 +25.3 +25.3 �7A 8 f -28.1 -28.1 -27.5 -27.5 J OA (TYP ) A 8 O A/8 O CJ -� O -� (Tp.� O CJ - LEFT ELEVATION F030 ELEV. +8'- ADER ELEV. +6'- - 7E (TYP.) ELEV. +/- 12 U W F- ELEVATION KEY NOTES Q 7A SEALANT. APPLY SEALANT AT JOINING OF ALL DISSIMILAR MATERIALS EXPOSED TO WEATHER AND AT GAPS EXPOSED TO VIEW. Q SEALANT: A FULL BED OF SEALANT AT WINDOW AND cr_ DOOR FRAMES (INC. THRESHOLD) AND A CONTINUOUS < BEAD AT PERIMETER. 0 7D THRESHOLD AND FULL WEATHER STRIPPING ON ALL JAMBS AT ALL EXTERIOR DOORS. o 7E ALUMINUM OR VINYL FLAT RETURN SOFFIT. Z Q 7G RIDGE VENTS. 7H ALUMINUM OFF -RIDGE VENTS. 0 7N COMPOSITION FUNGUS RESISTANT SHINGLES OVER 15 LB. FELT AND 1/2n SPAN RATED EXT GRADE PLYWOOD OR. OS.B. co SHEATHING. 8D ALL WINDOW AND DOOR FRAMES SHALL BE SECURED TO U SURROUNDING WALL AS PER MANUFACTURER / SUPPLIER o RECOMMENDATION FOR WIND ZONE LOCATION. 8E SECURE WINDOWS TO CMU: REFER TO DETAILS D1, D2 AND D3 SHEET A 5.1 FOR TYPICAL WINDOW CONNECTION T 8F SECURE DOOR FRAME TO CMU WALL: REFER TO DETAIL °- C D4-A5.1 } 9J EXTERIOR STUCCO (TEXTURED CEMENT) FINISH OVER CMU a 2 M a c C z L r- LL V L. tr C F- I- C L Z a Q a a C LL C 2 3: I C LL a c G a C C LL U C C a a LL a LL m C H C z �i c z a a LL c SECTION 16 DESIGN DATA: BASIC WIND SPEED 120 M.P.H. z WIND IMPORTANCE FACTOR 1 a BUILDING CATEGORY 2 ¢ WIND EXPOSURE B LL INTERNAL PRESSURE COEF. 0.18 c DESIGN WIND PRESSURE 31.5 P.S.F. } * SEE ELEVATIONS FOR ACTUAL WIND PRESSURES. a a HAS BEEN DESIGNED TO MEET OR EXCEED 120 MPH LL IIND LOAD REQUIREMENTS OF CHAPTER 3 OF THE T FIAL CODE, 2004 EDITI❑N, v' L z a c v, z h LN OCT I ARCHITECT F'ARRA L 2 7006 AR0007942 00 N a 0 N 3/2005 11:22:04 AM 10 WOOD BUCK STUCCO SEALANT BETWEEN WINDOW FLANGE & WOOD BUCK PERIMETER SEALANT SEE WINDOW SCHEDULE NOTE: SECURE WINDOW AS PER WINDOW MANUFACTURERS RECOMMENDATIONS FOR 120 MPH WIND ZONE. STUCCO PRE-CAST/PRE-ENG. CONCRETE HEADER _ P.T. 1 X 4 FURRING R-4 FOIL INSULATION -- /2' GYPSUM BD. •' INSTALLATION ANCHOR 3/16" DIA. x3 1/4" TAPCON ® --- WITH 1-1/4" EMBEDMENT LSEALANT BETWEEN WOOD BUCK AND MASONRY OPENING i CORNER BEAD ' p a SHIM AS REQUIRED 1/4" MAX. (SEE NOTES) WINDOW HEAD DETAIL AT CMU WALL 8" CONC. BLOCK FILLED CELLS AS PER FLOOR PLAN J 4: --, LOCATIONS ; INSTALLATION! ANCHOR I I_ I�. {_{ I 3/16" DIA, x3 1/4" TAPCON `— I 1-1/4" MIN, EMBEDMENT P.T. FURRING R-4 FOIL INSULATION 1/2" GYPSUM 'BD. p-2 WINDOW JAMS DETAIL, A 51 AT CMU WALL 3'=1'-0" SEALANT PRECAST CONCRET STUCCO WINDOW SILL DETAIL. A 5.1 AT CMU WALL NOTE: M.O. 1/4" MAX LARGER THAN WINDOW SEE WINDOW SCHEDULE NOTE: SECURE WINDOW AS PER WINDOW MANUFACTURERS RECOMMENDATIONS FOR 120 MPH WIND ZONE. SEALANT BETWEEN WINDOW FLANGE & WOOD BUCK SHIM AS REQUIRED 1/4' MAX. (SEE NOTES) P.T. 1x6 CUT GYPSUM BD. CORNER BEAD SEALANT BETWEEN WINDOW FLANGE & WOOD BUCK NOTE: SECURE WINDOW AS PER WINDOW MANUFACTURERS RECOMMENDATIONS FOR 120 MPH WINDOW ZONE SEALANT WOOD OR MARBLE SILL 1/2' GYPSUM BD. R-4 FOIL INSULATION P.T. FURRING 8" CMU STUCCO WITH METAL OR PLASTIC EDGE AND CORNER BEADS ; .....•---�. •-• SEALANT WOOD TRIM WOOD DOOR FRAME SECURE WITH - 5 -2"WOOD SCREWS EA. JAMB r -� '• e ® ` 8" CONC. BLOCK — -- FILLED CELLS AS 2x4 WOOD BUCK. TAPCON TO CMU PER FLOOR PLAN � �-�� _ -; -•� . . „ " ` " I LOCATIONS WITH 3/16 DIAM. x 3 1/4 TAPCONS 5 AT EACH ,JAMB. � t SHIM AS REQUIRED P.T. FURRING P.T. 1 X 4 FURRING 1/2' GYPSUM BD. R-4 FOIL INSULATION WOOD TRIM rD-4 1�OOR JAM5- HEAD 51M AT CMU WALL 31ffi 1'-0" 4" 22 5/8" MAX M_� -'° AT CMU WALLS 3/16" DIAM TAPCON 17 5/8" Max. INTERMIDIATE FASTENERS #8 SMS OR EQUAL W/ 3/4" MIN. BUCK EMBEDMENT 3/16" DIAM TAPCON 12 MAX EXTREME SIDE cp � / 00 Xco N w N = o 0 p 4" 1�114" 2,0 ¢ X< 6 ANCHORS AT THRESHOLD 6--&-'�TYR ELEVATION W1 FAF NER LOCATION5 A 5.1 EXTERIOR POOR5 PREFABRICATED P" T" 2x- WD PLATES 2x_ V� STUD FR AT 16 O.C. MAX 2x- WD PLATES WALL SOFFIT AT KITCHEN OVER SINK PREFABRICATED "" iccrc 2x- WD PLATE 2x- Yp STUD FRAMIN( AT 16 O.C. MAX. 2x- WD PLATE WALL 50FF I T AT KITCHEN'S WALL j8'-0" AFF -1/2" DRYWALL J 77''-4" AFF Y SOFFIT 8'-0" AFF 7'-4" AFF SOFFIT 1/2" DRYWALL P.T. FURRING INSTALLATION ANCHOR - - 3/16" DIA. x3 1/4" TAPCON - ---- R-4 FOIL INSULATION AT 14 3/4" MAX. O.C. EXPOSED BLOCK �� _ i>' /2" GYPSUM BD. " PRE-CAST/PRE-ENG. 1x- WOOD BUCK -- - CONCRETE HEADER TRIM �i s i i i� ` P.T. WD BLOCKING MOLDING _ - -� ORNER BEAD SEALANT SGD SCREEN PERIMETER, INSIDE AND OUTSIDE SHIM AS REQUIRED 1/4" MAX. �1 (SEE NOTES) SGD J 5GID HEALD DETAIL -0' SEALANT SHIM AS REQUIRED 1/4' MAX. SCREEN No. 10 WD SCREWS EMBEDMENT. AT 14 3/4" MAX. O.C. SGD 1x_ WOOD BUCK SEALANT SGD PERIMETER, INSIDE AND OUTSIDE No. 10 OR EQUAL 3/4' MIN. EMBEDEMENT INTO BUCK 6R5GD JAMS DETAIL TRIM MOLDING SEALANT IN T AATION ANCt OR 3 16 DIA. x3 1/4 TAPCON s AT 14 3/4" MAX. O.C. V . y. CON( SGD ONLY _ CONCRETE SLAB 1Vs 11 7-7/8" VERY WIDTH- OF NITCH ON SLAB - FOR EA. SGD 5ID 5ILL DETAIL - AT STUCCO WALL POOR LUIDTH (14ro' MAX), 3" ^1.AX 20�, MAC �- G� � G� => J r P.T. WD BLOCKING R-4 FOIL INSULATION 1/2" GYPSUM BD. CORNER BEAD �— SGD INTERN IN TI�LLATION ANCI jOR 3 16 DIA. x3 1/4 TAPCON EMBDEMENT I FINISHED FLOOR FOOTING _R_-•---- - ACT. PANEL ACT. PANEL WIDTH UJIpTH TYF. ELEVATION W1 FASTENER LOCATION5 NTS 7 9 4 4 3B KEY NOTES: 3B 4' CONCRETE SLAB, REINF. W/ 6X6 10/10 WWF OR FIBER MESH OVER 6 MIL VAPOR BARRIER AND COMPACTED, CLEAN TERMITE TREATED FILL (TYPICAL ALL SLABS). USE INDUSTRY STANDARDS TO KEEP SLAB WET DURING CURING PROCESS. THE CONTRACTOR SHALL LEVEL, PATCH, SMOOTH AND OR PREPARE ALL FLOOR SURFACES FOR FINISH COVERINGS. 3C FOOTINGS TO BE 16" W. X 20" D. W/ (2) #5 DIAM REBAR ALAN DAIB FARRAR CONTINUOUS, UNLESS OTHERWISE NOTED. ARCHITECT 3E INDICATES (1) # 5 DIAM. DOWEL WITH 8" HORIZONTAL HOOK, SET IN tr FOOTING AND EXTENDING 25" MIN ABOVE SLAB. FILL CMU CELL AT DOWEL WITH CONCRETE. LOCATE AS INDICATED ON PLAN AND AS REQUIRED BY CODE. (ALTERNATE CMU CONSTRUCTION) 3L THE BOTTOM OF ALL MONOLITHIC SLABS SHALL BE A MINIMUM OF 12" BELOW FINISH GRADE. Q 0')�' U 3M 1/2" PVC WEEP HOLE. p ® w I > 4A 8" CMU WALLS WITH VERTICAL REINFORCEMENT AS INDICATED o 4B INDICATES TYPICAL FILLED CMU CELL FILLED AND TAMPED z WITH APPROVED GROUT AND REINFORCED WITH (1) # 5 DIAM BAR Q / r 1 D LAPPED 25" MIN TO PROVIDE CONTINUOUS TIE FROM FOOTING TO UPPERMOST TIE BEAM. LOCATE AS INDICATED AND MAX 8' 0/C. o 00 N Q 4E PRECAST CONCRETE HEADER / LINTEL (8" X 8" X REQUIRED ® N LENGTH, OVER MASONRY OPENINGS. MINIMUM BEARING 8' Q 4F TIE BEAM: 8" KNOCK OUT BLOCK REINF W/ (1) # 5 DIAM. BAR CONT ® ry o FILLED SOLID W/ CONCRETE CONTINUOUS FULL PERIMETER. ' c 4G PRECAST CONC SILL 0 WINDOW OPENINGS. O a r 6G WOOD FASCIA 6H PREFABRICATED / PRE-ENGINEERED WOOD TRUSSES �f ¢ AT 24" O.C. (MAX). SEE ROOF FRAMING PLAN FOR LOCATIONS o rZ AND CONNECTORS. >- LL z Lij 6L 3/4' P.T. FURRING AND DRYWALL OVER CMU WALLS. Q r z o 7A SEALANT: APPLY SEALANT AT JOINING OF ALL — DISSIMILAR MATERIALS EXPOSED TO WEATHER AND AT a GAPS EXPOSED TO VIEW. a '� z SEALANT: A FULL BED OF SEALANT AT WINDOW AND z DOOR FRAMES (INC. THRESHOLD) AND A CONTINUOUS BEAD AT PERIMETER. o 7B J-BEAD TO STUCCO, AND PROVIDE TERMITE SHIELD. w -® Z O 7C INSULATION: INSTALL NEW: ® Q R-19 OR R-30 BATT ON BOTTOM OF TRUSSES. ' N R-4 FOIL INSULATION Ztttl 7E ALUMINUM OR VINYL FLAT RETURN SOFFIT. p 7H GALV. DRIP FLASHING OVER 1 X 2 P.T. WD. ON 1 X 6 FASCIA ON 2 X 4 SUBFASCIA. w m 7N COMPOSITION FUNGUS RESISTANT SHINGLES OVER 15 LB. n 16" 3F FELT AND 1/2' SPAN RATED EXT GRADE PLYWOOD SHEATHING. ~ j 7P STUCCO FINISH TO STOP AT 2' BELOW FINISH FLOOR. Z DWG BY: BNB 8D ALL WINDOW AND DOOR FRAMES SHALL BE SECURED TO CHK BY: ADF SURROUNDING WALL AS PER MANUFACTURER / SUPPLIER R DRAWING DATE WCALL 6ECTION — �URECOMMENDATION FOR WIND ZONE LOCATION. UNLESS 8E AND Sf 03 AUGUST RODS ARE NOT APPROVED. � 5C,AL. E3/4 ° : I' - 0 ° 9A 1/2" DRYWALL. a REVISIONS 9J EXTERIOR STUCCO (TEXTURED CEMENT) FINISH OVER CMU, z O w J O z 0 MY U O p w U p 0 w m w o O Gq C'4 z w Q [—� CIAo 5 ® � Q Z P�j U cn � e Q a Q LL o Q p Z a J j Q LL O m !' 0 a DRAWING TITLE WALL SECTIONS AND DETAILS DRAWING NUMBER C9 z mm A5.1 Q::- p SHEET 6 OF 9 W PROJ. NUMBER F 2004643A TION ®CMU C A D. MAR 0 29 2006 ABCHTECT AR0001..3112 n 1--, U-) C"7 In O O (U M CQ U 0) S U Q d S.. d L� d 21 i 0 L d I� d J 11/3/2005 11:19:09 AM 09 I I COST `I COST I I i 8'A' I I T 8'x4' I ! 28 CFM 28 CFM 4'DIA. MASTER BATH COVERED PORCH Ac�� 8"x4"100 CFM _ — LaL — = 4"DIA. 4'DIA. _ 3 COVERED PORCH � I II 9! 1 i HVAC NOTES AC2 HVAC SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMANCE AND BALANCE OF SUPPLY AND RETURN AIR FLOW SYSTEM. AC4 WORK SHALL COMPLY WITH THE FOLLOWING: A. ASHRAE B. SMACNA C. STANDARD MECHANICAL CODE. D. NFPA SECTION 90A AND 90B E. NFPA SECTION 101 LIFE SAFETY CODE. F. ALL STATE AND LOCAL CODES. AC6 FURNISH AND INSTALL NEW THERMOSTAT(S) COMPATIBLE WITH THE SYSTEM COMPLETE WITH WIRING. LOCATION OF THERMOSTAT(S) MAY BE COORDINATED IN THE FIELD. AC8 ALL EXHAUST FANS SHALL VENT TO EXTERIOR OF RESIDENCE. AC1O FIBERGLASS DUCTWORK MUST HAVE A INTERIOR SKIN LINER, DESIGN BASIS TOUGHGARD. RAW FIBERGLASS INTERIOR IS NOT ACCEPTABLE. AC13 HVAC SYSTEM SHALL PROVIDE FRESH OUTSIDE AIR AS RECOMMENDED BY ASHRE STANDARDS. NOTE: MECHANICAL SUBCONTRACTOR SHALL PROVIDE A COMPLETE HVAC SYSTEM SIZED PROPERLY FOR THIS RESIDENCE WITH ALL SUPPLY AND RETURNS REQUIRED BY CODE. ■ 09 ■■ wo ARCHITECT all :o:■. Irr goo ■■■ ' ■a..■ F ■sr■ ■■ ' : Ono mom m:m : .. • ■■■ • rr� r■r man son .. Mom mum :mom ::: i Mom .• ■■■ ■■■ 6 now moo 1 a • • ass man • man i nowgoo Mae • :on am ■ mum mom mom . • on no .00 1 ::a Sam ■s■ as ■.■ ■■■ • mom ::: ■■■ mom • • :no so 00 non ow mar■ � ■mm■ summon ■arara■ ---------- 1� rrrrr■ ■■ns■ ■ • ■a■ sum' • mom mon BY: i i' m:: ■■ ago omwm� DRAWING DATE 00 mom 1 ' REVISIONS mwall mn mummoli mmm w O W I O ■■r■r■ manse ■mm■ -i ::m' • moo mil • oilall on: aa■ • no moo aml ' 1 " • • ` i �� • ` . mmm as■ :o: moo m:: won ONE off : ■n■ mll ■n■ mom goo m::mom WON MOMOno ■a■ ■■■ as: ■a■ :o: 1 . aaa n ' 9.: • No mmm ■m■ ' ::m 0 1 Q 0 z Q ..4 mondsommommo ....a ■am■ Mom." 1off • mam won oralDRAWING TITLE ::: • PLAN ::: �"' DRAWING ++ 00 ■■■ ssr mllM1 ■■■ ::: ■■■ u■ mui ■.■ allw Ono mmol SHEET 8 OF 9 Us 1, go minnn lu .. NUMBERas an ■a aon - , • ■■r'' U MAR 0 2 2006 ARCHTRCT AR0001042 u 2" VR I I I I I 3" VTR SINK I I fo CAV 3„ VTR I � lei lop I WC ® i WASHER TUB o 9 Pao 4", �GP r iilll i m i! ell rwal iil I ullffiv rn Z H pq D I CL I CL I ttt ¢ 0 to 0 0 (U N 11 110 41 U Ol t U L L d L L d I.� d E1 _ CO. e.� _ ! �i ( 1 B t ■ P1 PROVIDE PLUMBING WORK AND FIXTURES IN ACCORDANCE WITH THE STANDARD PLUMBING CODE. P2 INSULATE EXPOSED HOT WATER PIPING. P3 COORDINATE FIXTURE MOUNTING HEIGHT WITH EQUIPMENT/FIXTURE REQUIREMENTS. P4 COORDINATE ELECTRIC CONNECTIONS OF EQUIPMENT WITH ELECTRICAL CONTRACTOR. P5 BEFORE BIDDING, VISIT AND DETERMINE REQUIREMENT AND COST FOR INCREASE IN CAPACITY, AND SERVICE EXTENSION. COORDINATE WITH CITY UTILITY. NO INCREASE WILL BE ALLOWED AFTER BIDDING. P6 PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE ON ELECTRIC WATER HEATER. PROVIDE OVERFLOW PAN AS REQUIRED. P10 PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. P11 MINIMUM WATER PRESSURE AT EACH FIXTURE SHALL BE 15PSI. P12 PLUMBING CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ROUGH —IN DIMENSIONS AND FOR COORDINATING REQUIREMENTS OF SELECTED FIXTURES. 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