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HomeMy WebLinkAbout2535 Park Ave 06-2536 SFRPERMIT ADDRES +-A CONTRACTOR s ADDRESS PHONE NUMBER PROPERTY OWN] ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR e PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # ' 4 .yw NP DATE PERMIT DESCRIPTION SE& F PERMIT VALUATION__ a 6 SQUARE FOOTAGE x - n O m THEd SAAGE I MODEL 3 BEDROOM 2 BATH JA-RO CONSTRUCTION, INC. 407- 324-9495 HOT 0 n 7006 ARCHITECT AR0007942 U w H U a a a w 0 Q 0 z Q J a 0 0 N c F- U W O w w Z I- O z Q Z O H fy Q n Z fy O w J O Z W w m O I- O Z H Q W Z O w J O z W_ d O U fy O 0 w U 0 O m m W ry w m O F- F- O z V) a z Q U w F- T U Q a a w 0 a 0 fy w m 6O w z F- 0 Z Q 0 _0 u RECESS FOR SGD. BOTTOM TRACK TO BE FLUSH WITH FINISH FLOOR 3B 1 1/2" 1/8" PER FOOT SLOPE DN 3F �o 6-MIL VAPOR I�\. i o " BARRIER (TYP.) 16 EXTERIOR BEARING WALL SCALE: 3/4' = 1'-0' n,l - �� Il" CV 3E- 3B p II ii c N D?� ;; • 6-MIL VAPOR BARRIER (TYP.) CONC, 5LAE3 AT REAR AI.I SCALE: 3/4' = 1'-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.) VAPOR BARRIER COMPACTED SOIL CONTROL JOINT [DETAIL SCALE: 3/4' = 1'-0' 6B 3B SLOPE 2" OVERALL .4-- ' a 16" 3K 5TER DN, BEARING FOOTIN AI,I GARAGE SCALE: 3/4' = I'-m' 3E i 90 - - - II II Z -, If EIN. FLR. EL. (REF.) 00 NJ - - - -- - - --- ? ' ° aie '. APPROX. FIN. GRADE O Z 3F °..; __ j N - - 16"- i EXTERIOR BEARING WALL SCALE: 3/4' = 1'-0' 3E 3B 3N/3P _ SLOP 4 3F 1 .. a 1/2" PVC WEEP HOLE LE o FIN. FLR. EL. REEL _ APPROX. FIN. GRADE 00 4{1 z o 04 :__., COVERED PORCH SEARING +/ - 10" WjDE 3/4" SCALE: 3/4' = 1'-0" .. . v . N d11 -7-DRIVE 4 3F : ��•04 RECE55 GARAGE BOOR ALI SCALE: 3/4' = 1'-0' 3E- 36 _ / u _ 3N3P DO FIN. FLR._ EREF� _ z APPROX. FIN. GRADE ---4----�i _� I' 44. I \II. :75- N a `- I� 5LAE3 CURE3 0 GARAGE WALL AI.I SCALE: 3/4" = I'-0' I I I ■ ■------------ -----7 — 0-----}------- 8" I 120'-0" _�t �1 4» 1 V) I I ■ ❑ _ V' w U w I i w o of I I Q I SLOPE 2" OVERALL Q 0 0 I I Al.l 3 ■ 3B - '� L 3R I c I II a I I ■ I I ■I 3 M I I i� IN ■ ■ I ■ ■ ■ -v_x, 1. 11'- 7" F 1�1 OFT, FOUNDATION FLAN_ CsARACzE DOOR ,4T SIDE SCALE 1/4"=I1_0" d r d c c 1 �-r- - - - _.2_'-1 1" 2'-2" ----- -� I c� I o II I I I ! - (J { 1 -_ ■ ■ — � /l-� G - z ® fir / r--- -E- -) 4 ' o e- II 1 _ a t � III II i I IPI ❑ I - I 11 00 00 ■ I u3G-3N-3P-/ �- 6-6 I 00 3G- ■ I I N 0 I i t � '-4' N I I I I SHOWER jI i I li II1 o I B I 0 I I I I �E = 3'-4" 6'-0" 4'_0' ® 11 I I A1.1 I I LW SHJEIRi I DRYER I 3N/3G/3P 11 1/2" I L --JL---IJ IN -___ - ____ ■ ■- II L� - - - - -\ ---- ---- 1n J --- �__ � -IT I I 11 0 ■ 111 A1.1 I II I II I ( I I i t I 1 1 I I I I II I II I ii i II 3B� I II- - - -I I I I ' 3B� III Q0 l ii i I IL - - _J I I f 1 3D TYP. li I II I I C II I il.l I 11 I II 1 A1.1 1 1 I I I ( 00 I III I 11 1 I III ( 3D TYP. �.` J IL_-J L__J) I �t II' 3R� j <\ 12'_ 9» _ IIi I I O� � ■ 16'- 2" - I' II �� li I1 -I--------„ II II I o I L_.- _ _ _ /1 I I FINISH FLOOR ELEV. t_ ^00❑ I� j /) II (REFERENCE) +/-0'-0" / ® / / / _4" PVC I III ! I I I �i 1 / - 1 3F TYP. III - / LINES , I- I I ■ _t- _ rr _ I 0) -- - -Irt- - -I-L- _ IF-------- - + - I--- IN /�� __i- A1.1 3T 0;I 4' 00 FII I I M , --- ■ - - ■ ■ - 2 - 0„ A1.1 0 11/2°3G-3N-3P z cV » � 1 - ' 3-4" 2'- 8 - 00I I® ( 3B w o 7' - 4" 8'- 8" 3S J A1.1 3R-1 I ( I o0 15 -4 „ ❑ I 3 00 !I I II I I it I 00 _■ I I , 0 L I ( A1.1 I ----------I---e —J ® ® 3/4" GARAGE DOOR RECESS - ■ ■ NIMAN FOUNDATION PLAN SCALE V4"=I'-m' TERMITE TREATMENT NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES TERMITE TREATMENT PROVIDER AND NEED FORRE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. G IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, CLEARANCE A1.1 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 WE ALAN DAVID FARRAR LINES AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1 FOOT AWAY FROM t ARCHITECT THE STRUCTURE SIDEWALL. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER Q 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 Q TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING LL- SPACES BOXED OR FORMED. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN o ® W I TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE > �' SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE o ' I - SHALL BE CREATED BY ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL - SOIL TREATMENT. J = o < U IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY / TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR o RETARDER PLACEMENT, RETREATMENT IS REQUIRED. N Q � N / ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL O NO TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. U o IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE o OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER a SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE - VERTICAL PENETRATION OF THE CHEMICALS. Try ~ Q IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CHEMICAL a - SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR LL a� GRADE WITHIN 1 FOOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A z LIJ VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS v z_ COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER zz INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED PROMPTLY % BE RETREATED. n L Q w TERMITE PROTECTION. ALL BUILDINGS SHALL BE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS z 0 ESTABLISHED BY THE FLORIDA DEPARTMENTS OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION O SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE z Q OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED O PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: O ® Q co "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF I Nd SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS z Q ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" w PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE D___ 1111111111 11144q SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS AND m SHALL RECEIVE APPLICATION OF TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. 0 O FOUNDATION NOTES z DWG BY: BNB v) VERIFY LOCATION OF BUILDING AT SITE AND ADJUST CONCRETE FOOTING, SLABS, CHK BY: ADF LANDINGS AND STEPS AS GRADE REQUIRES. DRAWING DATE 3A CONCRETE: 15 SEPTEMBER 200E :OOTINGS: 2500 PSI IN 28 DAYS St"ABS: 2500 PSI IN 28 DAYS Q FILLED CELLS: 3000 PSI IN 28 DAYS n REVISIONS COLUMNS: 3000 PSI IN 28 DAYS z BEAMS: 3000 PSI IN 28 DAYS - 3B 4" CONCRETE SLAB, REINF. W/6x6 10/10 WIRE MESH OVER 6 MIL VAPOR o BARRIER AND COMPACTED, CLEAN TERMITE TREATED FILL. (TYPICAL ALL w SLABS). USE INDUSTRY STANDARDS TO KEEP SLAB WET DURING CURING Jp PROCESS. THE CONTRACTOR SHALL LEVEL, PATCH, SMOOTH AND OR _17 PREPARE ALL FLOOR SURFACES FOR FINISH COVERIGNS. 3b USE FIBER REINFORCED CONCRETE PRE MIXED IN THE CONCRETE z (ALT.) FROM THE PLANT AND OMIT THE WIRE MESH. o 3D INDICATES TYPICAL FILLED CMU CELL FILLED AND TAMPED w WITH APPROVED GROUT AND REINFORCED WITH (1) # 5 DIAM. O _ BAR LAPPED 25" MIN TO PROVIDE CONTINUOUS TIE FROM FOOTING TO UPPERMOST TIE BEAM. LOCATE 0 O AS INDICATED AND MAX 8' 0/C. o ■ INDICATES = CONCRETE POURED CELLS WITH REBAR U REINFORCEMENT. AS DESCRIBED ABOVE. o ❑ INDICATES = CONCRETE POURED CELL, ONLY. o NO REINFORCEMENT a 3E INDICATES 1 #5 DOWEL WITH 8" HORIZONTAL HOOK, SET IN FOOTING AND EXTENDING 18" ABOVE SLAB. FILL CMU CELL w AT DOWEL WITH CONCRETE, LOCATE AS INDICATED ON (D (.%1 z PLAN AND AS REQUIRED BY CODE. O d 3F EXTERIOR BEARING MONOLITHIC FOOTINGS TO BE 16" W. X 20" D. W/ 2 - #5 DIAM ~ c) N E~-+ a-, REBAR CONTINUOUS. 3G PADS AND STOOPS TO BE 4" CONCRETE W/ 6 X 6 10/10 WIRE MESH W/ 8" zz ►-� , ,'� THICKENED EDGE W/ 1-#5 DIAM BAR CONT. (LENGTH AND WIDTH NOTED ON PLAN). to W QP4N 3K THE MINIMUM DISTANCE REINFORCING STEEL MAY BE o L� C7 cn FROM THE SURFACE OF CONCRETE SHALL BE AS z L FOLLOWS: 3" - WHERE CONCRETE IS PLACED AGAINST THE GROUND. v (� G 1 'A" -WHERE CONCRETE IS PLACED AGAINST THE FORMS LLI A1.1 BUT WILL BE EXPOSED TO GROUND OR WEATHER � O = AFTER FORM REMOVAL. O 1" - FOR ABOVE GRADE SLABS & WALLS 2" - FOR BEAMS AND COLUMNS. ►�-� CONSULT WITH ARCHITECT IF ABOVE CONFLICTS WITH DETAILS 3L THE BOTTOM OF ALL MONOLITHIC BEARING FOOTINGS SHALL BE A MIN. OF 12" BELOW FINISHED GRADE. Q 3M FOUNDATION: SEE FOOTING DETAILS FOR SIZE, SHAPE AND REINFORCING L- OF FOOTINGS FOUNDATION DESIGN IS BASED UPON THE FOOTINGS o BEARING ON UNDISTURBED SANDY GRANULAR SOIL HAVING BEARING > PRESSURE CAPACITY OF 2000 PSF. IF FIELD OBSERVATION OR FURTHER o TESTING INDICATES DIFFERENT SOIL CONDITION, NOTIFY ARCHITECT FOR REDESIGN OF FOUNDATION SYSTEM. FOUNDATION SHALL BE CONTINUUS z AROUND ENTIRE BUILDING. Q 3N POUR SLAB DOWN 1 1/2" FROM FINISH FLOOR (AT FRONT DOOR AND AT EXT. REAR PORCH) AND SLOPE AWAY FROM BUILDING 1/8" PER FOOT O 3P ALL EXTERIOR SLABS SHALL HAVE A FINE SAND -LIKE FINISH. > 3R SAW CUT 1" DEEP CONTROL JOINT IN CONC. SLAB WITHIN 20 HOURS OF SLAB POUR. a 3T POUR SLAB DOWN 4" FROM FINISH FLOOR O 9D EXTERIOR 3/4" STUCCO (TEXTURED CEMENT) FINISH OVER CMU CL DRAWING TITLE m"o ' Y Y mom w1i WI oo DRAWING ur II FLORIDA RESIDENTIAL CODE, 2004 EDITION. II z1 A . 1 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. o SHEET 2 OF 9 PROJ. NUMBER F 2004639 l iALANiFAA(RaVp SEP 2,0 2006 ARCHITECTAR0007942 n SIZE DOOR SCHEDULE FIND THIS SYMBOL PF,OJF� T N0. I ON PLAN NEAR DOOR HDwt F 2004639 4;4�_STYLE 6 PANEL MTL M+D. PANEL H.C. WOOD DOUBLE 6-PANEL 6-PANEL FLUSH PANEL NOTES: SOLID COPE HOLLOW CORE PM'CET u,= BIFOLD WOOD BIFOLD W/mNDO"W # LEVER HANDLE & DEA.DBOLT - { S. i w 1:101 11 dO '0 El/ 0/$ ON H ALL EXTERIOR �PRH AAC. I El 13 0 El! METAL THRESHOLDS AT ALL EXTERIOR DOORS. IL-_--•-_ 1 . I ----- MINIMUM FASTINER COUNT 00 00 00 00{ //"" "D * 6 PER VERTICAL FRAMING MEMBER uu ip in if 1 u .1 TD in 1 47* 2 PER HORIZONTAL FRAMING MEMBER 0i_-____ HINGE AND STRIKE PLATES: 9p SCREWWS RE PER LOCATION.G ! _ 8x 2-1 2' LONG WOOD SCREWS MIN. -AV L-�-_vv' FROM BOTTOM & D © © D D FD I 3 G 0 I TOP A�D M N. 6' FROM EACH END OF HEAD. FIND THIS SYMBOL a— TYPE PF;OJECT N0. WINDOW SCHEDULE ON PLAN NEAR WINDOW F 2004639 OD M Lo 0 00 o 00 t° 'co I(D_ _ 00 I 36" I 4G ot lo In Ilk- 26 l/2" I 37 3/4- 4G 48" MASONRY ROUGH OPENINGS MASONRY ROUGH OPENINGS MASONRY ROUGH OPENINGS J 1H4-SH O 23 SH O 25 SH 048%60" FLOOR PLAN SYMBOLS ® DOOR SYMBOL- SEE DOOR SCHEDULE x-xx LINTEL SZE SECTION REFERENCE d` DETAIL n-- DETAIL -� NOTES / F / jI E / FINISHED CLEARANCE EXISTING DIMENSION -•-- MAY BE MINIMUM DIMENSION ''COMBINED VERIFY DIMENSION / M / / V y -QR � RADIUS OF CLEARANCE AL AUGNMENT LINE CENTER LINE LRL LAYOUT REFERENCE LINE POB POINT OF BEGINNING FOR LAYOUT - - - ITEM ABOVE 3'-T-O--- ITEM BELOW Lj PRECAST 8"X16» PRECAST WINDOW LINTEL CAPACITY LINTEL PROPERTIES SAFE GRAVITY LOADS (PLF) FSAFE UPLIFT LOADS (PLF) MARK NO. TOTAL LINTEL LENGTH CLEAR N OPENNIG SOLID (1)5U DETAIL C SOLID (1)5U & L DETAIL D SOLD (1);!U DETAIL C SOLID (1)5U & L DETAIL D WL-3 4'-O' 2'-8" 5692 10040 5124 5124 WL-4 4'-6' 3'-2' 4288 10000 3709 3709 WL-8 71-6' 6'-2' 2994 2878 1953 1953 WL-11 10'-6' 9'-2' 1535 1618 819 819 WL-18 PS 17'-4' 16'-0' 864 1 864 731 731 WL-19 PS 19'-4' 18'-O' 747 1 747 573 573 [NOTE: (PS)REPRESENTS PRECAST LINTELS PRESTRESSED USING (2)7/16" DIAMETER PRESTRESSING STRANDS. PRECAST 8"X14" PRECAST DOOR LINTEL CAPACITY LINTEL PROPERTIES SAFE GRAVITY LOADS PLF SAFE UPLIFT LOADS PLF MARK NO. TOTAL LINTEL LENGTH NOMINAL O ENNIG CLEAR SOLID (1)5U DETAIL DD SOLID (1)5U & L DETAIL DE SOLID (1)5U DETAIL DD SOLD (1)5U & L DETAIL PE D.-8 4'-8' * 3'-47 3362 6209 25,6 2556 DL-9 5-4' 4'-0' 3960 4321 1943 1943 DL-10 5-8' * 4'-4' 4060 3852 3131 3752 DL-11 5'-10' 4'4 3221 3490 1 1643 1643 OPT. FLOOR I SIDE ENTRY GARAGE DOOR AN. SCALE I/4 I1—on I a u a k1.-19PS ROD &SHELVE RW & SHELVE — — — — — — — — — ®- I E I G OS T I ( C 05 T I 48 (TYP.) I Q i I ! ( - i E D p i MD ! ■ CO. ■ ( � E 3 of CO O H \_4E MAST - ATH 00 I ,00 -I A ■ 4E�I �� co o I 13 0 5 8 3-4 �- - n co - 7A/7D/8D I R � I N I �n MAa CER SUITE TUB `- o I 6A/9A (TYP-) VENT 3 -4" 6 -0" 41 0 ro ■ 3 wm L DRYER wL-s It A \_4E 9B-HEADER D 5 F ® ABOVE 1- o 4E/7A/80 LB-/ - N 9C i "tLo (TYP.) I " B 8 7'-811 5'-4" 9C in 5'—$» 13'-41, » - `r N G O T ■ D12 I I o 't REF A5.1 DWI QINING ROOM R00 3 o 6A/9A (TYP.)I o I ( 4E- f G I tD ■ OOM-2 I I 8'-9" I � `- 3D 1 ' -11 " TYP. c1 o0 D11 ® - 00 ❑ N I I A5.1 1 � _ D 7F/8D (�•) L- o I 3 C �4E - ® �I 0 N 9C -NOTE: CONTRACTOR TO REVIEW M 6 ( ) :- 9C v) I WITH CLIENT, FOR LOCATIONS ■ N OF FLOOR FINISHES I - E O A »CL - _ F2'-�77 3,_4» 2' b 3._O.� » (TYP.) 6-0`N 0 00 ❑ D D 9C �} R I 3D (TYP.) 3 7F/8D (TYP.) cla6A/9A I OC ■ Et - (TYP.) 4E� i 3 OR 6J ° . - I 13EpROOM-3 m AT VINGo ROOM ■ LR 5' 4" 15' -4" » c - I i:co O`'' (TYP) c� TUB OR, HWH 6A/9A A 3 P Y - OWL-4 (TYP.) F 00 4G/7A/8D 00 2'- " ! 4'-0" 2'-8 3D DL-8 _ () FRONT PORCH r 13. - " �7D/8D » 1-4 3-4 2-8 ( 00 I 00 0 0 4E ■ — d \ N � ■ GA k �I `— 4E--/wt-18PS ❑ 4E R— — — — ■ M — — — — -- — — — — — — — — — — X 00 CO x I © I M00 I 14E O ■ I. I ■ o I 9 -I Ew I ` �, ■ ■ 16'-0"x7'•-O" O.H. GARAGE DOOR Is ■ -R" 1 W 16:'— FLOO -R" AN 7 SCALE 1/49 =1'—on CONSTRUCTION NnTES 3D INDICATES TYPICAL FILLED CMU CELL FILLED AND TAMPED WITH APPROVED GROUT AND REINFORCED WITH (1) # 5 DIAM. 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 REINFORCEMENT. AS DESCRIBED ABOVE. ❑ INDICATES = CONCRETE POURED CELL, ONLY. NO REINFORCEMENT 4A 8" C.M.U. WALLS WITH HORIZONTAL JOINT REINFORCEMENT AS INDICATED (MIN. 16" O.C.) AND VERTICAL REINFORCE AS INDICATED. 4E PRECAST CONCRETE HEADER / LINTEL (8'X8' X REQUIRED LENGTH, OVER MASONRY OPENINGS. MINIMUM BEARING 8' 4G PRECAST CONC SILL 0 WINDOW OPENINGS. 6A INTERIOR WALLS, FRAMING: 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. WITH 3/4" INSULATION AND VAPOR BARRIER. 6D PROVIDE WOOD BUILT-IN OR SURFACEIMOUNTED ACCESSORIES. 6J PROVIDE PLATFORM FOR A/C/AHU. VERIFY REQUIREMENTS WITH HVAC CONTRACTOR. 7A SEALANT: APPLY SEALANT AT JOINING OF ALL DISSIMILAR MATERIALS EXPOSED TO WEATHER AND AT GAPS EXPOSED TO VIEW. SEALANT. A FULL BED OF SEALANT AT WINDOW AND DOOR FRAMES INC. THRESHOLD) AND A CONTINUOUS BEAD AT PERIM TER. 7C INSULATION: INSTALL NEW: R-19 OR R-30 BATT ON BOTTOM OF TRUSSES. R-4 FOIL INSULATION 71) THRESHOLD AND FULL WEATHER STRIPPING ON ALL JAMBS AT ALL EXTERIOR DOORS. 8D ALL WINDOW AND DOOR FRAMES SHALL BE SECURED TO SURROUNDING WALL AS PER MANUFACTURER / SUPPLIER RECOMMENDATION FOR WIND ZONE LOCATION. 8G ATTIC ACCESS: PROVIDE 22' X 42' ACCESS TO EACH ATTIC SPACE. 9A 1/2' GYP BOARD ON BOTH SIDES OF ALL INT. FRAME WALLS. 96 1/2' GYPSUM DRYWALL ON SIDES AND BOTTOM OF DROPPED SOFFITS OR HEADERS. 9C AT ALL CHANGE IN FLOOR MATERIAL PROVIDE APPROPRIATE TRANSITION STRIP, IF AT DOOR, LOCATE DIRECTLY UNDER DOOR. 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. 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. U U a: ¢ a a U- a ¢ 0 z ¢ 0 0 N c F2 U w 0 w a a w 0 z a Z c a a z a c LL c 3 G c a v- a F c v_ F a a n L a c a c z c LL a c c a c c u c; c c a a LL a LL a c z v c z a C; c a a a a a a LL c a c z a a LL }c a LL a c a a LL H Ul c: z 3 a a c H AALAARRAR SEP 2 0 2006 ARCHITECT AR0007942 12 __ _�] 5 7'-0" JACK TRUSES VARIES—�2'-10 SEE ROOF PLAN O.H. JACK TRUSSES FA-0 maw- WARI 21'-4" 2'- 0" O.H. 21'-4" 2'- 0" O.H. 2'-0" O.H. GIRDER- 2 GIRDER- 3 Nil iiolff�Ii .:.,,�mum 5CALE 1/i11 p 11-011 ` C,,4LC 1/411 = 11 —011 a: Q IF- (1) META 20 ¢ Z Lu Y_ N ¢ ::E W �Qz2za C, a m wNa. Mtn �o r F- 30'-8" JACKS TRUSSES @ 24" O.C. (TYP.) CONNECTED TO CMU WALL WITH 'SIMPSON' META 20 W/16d X 1 1/2" I ALL CORNER NIPS META 20 (TYP) FOR HIP TO CMU CORNER ® ®j ---L--------r , I c; � ® I I I! ! 1 �� I�> ! I I 1 I i I I (2) META 20 lIi GIRDER-1 ! I (2) META 20 IV11 II 1 11\ I 0 z w 0 m elf 0 U w z z O U 0 N w G z 0 C_ Mi in 0 N w L7 0 w w w z c-1 z w I w w Lj 17 ram! I I I I ! I f it I I If lr I I I ! II ( _j'! I I I 1AI------------- � ! I C J L - - - ---- TL, ^i- 1�) I I I----- --1 �_"-fl I I I I 1 ! II ! II 1 I _ �I 'fi -11 7 I I !! 1 L :L-�j I I I I I }- j — - - �----I ti}�k7117Aff.= v, -I-�r--f-I 0(D SPACE I ! I I � I!I I ! P. (71 vzj �I r _ —. I ! �• ! ! ! ! i I ! GIRDER-1 v GIRDER-3 I (1} META "OL- _- fi (2) META 20 I !! I I------------ -GIRDER--2--------__------I , �! �� I (2) META 20 I Ir { 12 -0 HIP JACKS (TYP.) 24" O.C. CONNECT WITH HETA 20 �i1' 4 LLJ mow C)"� I I I I I I I ALL CORNER HIPS META 20 (TYP) FOR HIP TO CMU CORNER i 19'-4" HIP JACKS (TYP.) I @ 24" O.C. CONNECT WITH META 20 25-4" fRIL"l)"OF FRAMING FLAN SCALE 1/411= 11-0" v> 0 z w 0 m 1— a-- F— Of 0 W z 0 0 N Ld w Z 0 C in CV O N f-- cn w 0 w ry z cD w I w ca- (2) META 20 � o ` Q W Z ¢ O O = N S can � ALL CORNER HIPS META 20 (TYP) FOR HIP TO CMU CORNER 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS EACH SIDE 1'-6" TO 6'-0" _. I 5' ROOF EDGE 4' 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 F 3 HEADER STUDS REQ. 2) FULL LENGTH STUDS I �_ _ _ _ _ _ _ _ --/ 4 HEADER STUDS REQ. 2 FULL LENGTH STUDS ~ O RIDGE 4. BEARING WALL NAIL PATTERN: �. PLYWOOD: (FIELD) USE 8D NAILS @ 12" O/C 1 {� z 2 OR O.S.B. EDGE USE 8D NAILS @ 6" O/C L - - �P _L� J _ _ �2, 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" O/C OO O C (EDGE) USE 5D NAILS @ 7" O/C 5> 5. ROOF NAILING PATTERN: PLYWD OR OSB iQ ZONE 1 - USE 8D COMMON NAILS @ 12" O/C ZONE CHART ® ZONE 2 - USE 8D COMMON NAILS @ 6" O/C OZONE 3 - USE 8D COMMON NAILS @ 4" O/C 6. 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" O/C 7. SENCO 2 1 4" X .131 & PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS. NAILED @ 5" O.C. EDGES & @ 10" O.C. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF @ 24" O.C. UP TO 14'-0" HOT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF @ 16" O.C. UNLESS OTHERWISE NOTED. 9. TABLE 1705.1, OF THE STANDARD BUILDING CODE, NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. ROOF SHEATHING DBL LINTEL W/ 1 #5 EA, 1/2" A.B. @ 48" O.C. GABLE END TRUSS MAY HAVE TO BE MODIFIED (SEE ELEV.) I16d D NAILED END NAILED /C GABLE END NAIL SPACING -SEE ZONE CHART 2X4 OUTLOOKER @ 24" O.C. N"---(MAX. 12" O.H.) W/ A34 @ 24" O.C. 2X4 WIND BRACE @ 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 TRUSS STRAP @ 48" O.C. (SEE TRUSS LAYOUT) 5D COOLER NAILS OR GW854 @ 7" O/C DIRECT TRU55 TO 5LOCK WALL CONNECTION ENDWALL POP, GYPSUM CEILING DIAPHRAGM NOT 10 eCALE OCT i 2 Z006 ARCHITECT AR0007942 u 12 4% !/ i +Z4. /,—Zb.'9 7D/8D/8F ELEVATION 0 A, �/1 IN _Ah BEARING ELEV. +8'-0" _ HEADER _ ELEV, +6'--8" 7E (TYP.) _ FINISH FLOOR ELEV. +/- 0'-0" 12 �h" I 1H4 SH f:^� 1H4 SH 25 SH �_--� 25 SH 11 SF r J1 11 SF 9 16.7 F 16.7 F +25.9 I —28.1 �^ —28.1 �_ I —27.5 —27.5 A 8 —f A 8 —� CJ—fL jyp.� .LEFT-- ELEVATION--- vzl� +ZJ.0 -25.8 REAR ELEVATION-__ W" 11 orl'am- T 7H -� \ 1 A5.1 23 SH 16.7 SF I �__-- +25.3 -27.5 7A/8� (IYN CJ� 12 ­�h" BEARING ELEV. +8'-0" HEADER ELEV. +6'-8" 7E (TYP.) 7A SEALANT. APPLY SEALANT AT JOINING OF ALL DISSIMILAR MATERIALS EXPOSED TO WEATHER AND A f GAPS EXPOSED TO VIEW. SEALANT: A FULL BED OF SEALANT AT WINDOW AND DOOR FRAMES (INC. THRESHOLD) AND A CONTINUOUS BEAD AT PERIMETER. AfN BEARING 7D THRESHOLD AND FULL WEATHER STRIPPING ON ALL ELEV. +8'-0" JAMBS AT ALL EXTERIOR DOORS. HEADER 7E ALUMINUM OR VINYL FLAT RETURN SOFFIT. ELEV. +6'-8" 7G RIDGE VENTS. 7H ALUMINUM OFF -RIDGE VENTS. 7N COMPOSITION FUNGUS RESISTANT SHINGLES OVER 15 LB. FELT AND 1/2" SPAN RATED EXT GRADE PLYWOOD OR. OS.B. SHEATHING. 8D ALL WINDOW AND DOOR FRAMES SHALL BE SECURED TO SURROUNDING WALL AS PER MANUFACTURER / SUPPLIER FINISH FLOOR RECOMMENDATION FOR WIND ZONE LOCATION. ELEV. +/- 0'-0" 8E SECURE WINDOWS TO CMU: REFER TO DETAILS D1, D2 AND D3 SHEET A 5.1 FOR TYPICAL WINDOW CONNECTION 8F SECURE DOOR FRAME TO CMU WALL: REFER TO DETAIL D4-A5.1 9J EXTERIOR STUCCO (TEXTURED CEMENT) FINISH OVER CMU 9T PAINT: ALL WOOD FASCIA AND LAP SIDING SHALL HAVE TWO COATS OF PREMIUM QUALITY PAINT APPLIED OVER A SEALER COAT. SEE ARCHITECT AND / OR OWNER FOR ALL PAINT COLORS AND FOR APPROVAL 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. 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 EDITI❑N, � �IAUAN Q. FAflRAR OCT 1.2 2006 ARCHITECT AR0007942 u ELECTRICAL & LIGHTING LEGEND PROJECT NO. F 2004639 ®EP ELECTRICAL PANEL 6) EXHAUST FAN 110 V DUPLEX OUTLET (18" A.F.F. TYP.) �� %FILING PADDLE FAN HALF SWITCH-110 V OUTLET 18" A.F.F. TYP. INDICATES HEIGHT A.F.F. TO CENTER CEILING PADDLE FAN W/ OPT. LIGHT KIT +111 EXTERIOR WATER PROOF RECEPTACLE `5E220 220 VOLT RECEPTACLE ® 1' x 4' FUIORESWIT LAY -IN (OR M IF SQ. SYM302-2 BULBS "BULBS S=SPLIT SNITCH 4S 2/2- 4 BULBS 2 SWW EA Sk 2 BULB Q DIRECT CONNECTION I / $3 SWITCH / 3 WAY SWITCH 0 SMOKE DETECTOR 4 TELEPHONE JACK A/C DISCONNECT f-I- TELEVISION CABLE JACK EXTERIOR FLOOD LIGHTS Sc SURFACE MOUNTED CEILING FIXTURE FLUORESCENTLIGHT W WALL MOUNTED LIGHT FIXTURE H— TELEVISION RO RECESSED 6" DOWN LIGHT TO THERMOSTAT FAN -LIGHT COMBINATION ®D•B• DOOR BELL GFI I GROUND FLOOR INTERRUPT ® CHIMES -o 1 GARAGE DOOR BUTTON jB PENDANT "J' BOX 2" RIGID 3 - 2/0 ALUM 150 AMP OPT. UNDERGROUND SERVICE BY POWER CO. METER OPT, OVERHEAD SERVER SAME AS UNDERGROUND 2' NIPPLE 3 - 2/0 ALUM. 150 AMP MAIN DISC. 8-16 PANEL TYP. ELECTRICAL PANEL CIRCUITS #4CU TO 5/8' GD. RD. 8' FT. LG. ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM 2/0 SER. CABLE 150 AMP. 20-40 CIRCUIT NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND THE LOCAL POWER COMPANY. ATRC ACCESS' \ _J P----AiC aaESS LITE wmA1 am i GARAGE DOOR opm NEMA 3 SEE FLOOR PLAN FOR FUSE SIZE A/C DISCONNECT J I GARAGE SOR - ROOF ovERHANO- / ABM ._j 4/2 COPPER TO -ITS & OUTLETS 12/2 COPPER TO KITCHEN VDD DINING OUTLETS 10/2 COPPER TO OT WATER HEATER 9/2 COPPER TO A/C 9/2 COPPER TO HEEATER 3/3/6 COPPER TO RANGE OPT. ELECTfRICAL PLAN SIDE ENTRY GARAGE DOOR SCALE I/44=1'-0" NTS (—CL.09r= I I CLOSE_C i I i I i T I � 0� COV CH I I MASTIIEHR { IFAN- It I MASTER SUITE � \ (- � l GR WASHER DRYER i I \, 7 o I I \ / HB SD I CL.08EY' CA 44' F_ \\ ( I I (TI v DW Gn IiEF I I BEND ROOM-2 KIT H N OR 44' IB' DINING ROOM Xm_L1' Cn44' R - -F-� 414 f ° ROE I I \ ` FAA I I I I �) j --- —GFI 44" ! J SD I CA II w - ® ' IT \ � I ® LIVING ROOM I 13ED;OOM-3 \ , I —. iFAN- / 4 `� FAN- / A dby I qp EP I=O,- I I PEI� ABC naE�;s uTE LITE IW/KAi cm I ATRC ACCESS`ylp I`�—R-� ,� / DOM I I 1=RONT PORCH GE SCR I 1 I �1� aPENER � EQ. 8'-10" \ I EQ. I i • �\ ROOF OVERHANG —---- ------\ — — — — — i II ABOVE I I } ROOF OVERHANG I , / GARAGE GARAGE ME HB SENSOR Sam = l 1 wifa W'96 m m 5GALE 1/40 =1' —0" ELECTRICAL NOTES W F- El VISIT SITE AND DETERMINE REQUIREMENTS AND COSTS = FOR POWER AND TELEPHONE CONNECTION, SERVICE U EXTENSION, INCREASE IN CAPACITY, AND SERVICE Q EXPANSION FEES IF REQUIRED. COORDINATE WITH UTILITY COMPANY. NO COST INCREASE WILL BE ALLOWED AFTER BIDDING. Q E2 THERE SHALL BE NO BACK TO BACK OUTLETS OF ANY Q 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. o > E3 ALL WALL MOUNTED RECEPTACLES AND SYSTEMS o OUTLETS SHALL BE MOUNTED 18" ABOVE THE FLOOR. AT RECEPTACLES ABOVE COUNTER TOPS MOUNT 8' ABOVE J COUNTER UNLESS NOTED OTHERWISE. Q It E4 PROVIDE GFI PROTECTION FOR RECEPTACLE NEAR SINKS, O AS REQUIRED BY CODE. N E6 ALL CONDUCTORS SHALL BE COPPER. 0 E7 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IN A FIRST CLASS v WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL o BE FULLY OPERATIVE. 0 0.. E8 ALL WORK SHALL BE DONE IN ACCORDANCE WITH N.E.C. AND SHALL COMPLY WITH ALL LOCAL RULES AND w ORDINANCES. T_ 0 E9 CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EQUIPMENT PRIOR TO ROUGH -IN. WHEN PROVIDED OR z REQUIRED THE CONTRACTOR SHALL VERIFY DETAILS AND SPECIFICATIONS CONTAINED IN SHOP DRAWINGS. z0 E10 THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS w AND WORKMANSHIP FREE OF DEFECTS FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE Of CL ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE z COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER w 0 PHASE OF INSTALLATION THAT MAY HAVE BEEN DAMAGED. 0 Ell ALL MATERIALS AND FIXTURES SHALL BE NEW AND 3 SHALL BEAR UNDERWRITER'S LABELS WHERE APPLICABLE. z E12 CIRCUITS SHOWN ON THE PLANS ARE USED TO w DETERMINE LOAD DATA AND PANEL SIZE. THE In CONTRACTOR SHALL PROVIDE CIRCUIT ROUTINGS TO SUIT Z) THE JOB CONDITIONS. m E13 ALL PENETRATIONS SHALL MAINTAIN THE RATING OF WALL, FLOOR, OR CEILING. 0 E16 ELECTRICAL SUBCONTRACTOR SHALL VERIFY THAT z PROPER CLEARANCE AND ACCESS IS PROVIDED FOR V) SELECTED FIXTURES. NOTIFY CONTRACTOR IF CONFLICTS i— BEFORE CONSTRUCTION BEGINS. - E17 TELEPHONE INSTALLATIONS SHALL COORDINATE WITH EXISTING SYSTEM AND MEET ALL STANDARD Q a REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY AND THE TELEPHONE COMPANY z E19 ALL PHONE LOCATIONS SHALL BE WIRED FOR MIN 4 It O PHONE LINES. CONSULT CLIENT FOR EXACT NEEDS AS w MORE LINES OR COMPUTER CONNECTIONS MAY BE -� REQUIRED. E22 CEILING PADDLE FANS: INSTALL WITH FAN BLADES AT z LEAST 7'-4" TYP. ABOVE FLOOR. PROVIDE A SPEED CONTROL - SWITCH AT WALL SWITCH LOCATION. w d E27 PROVIDE A DUPLEX 110V POWER OUTLET, LIGHT OUTLET 0 U0 AND A DISCONNECT WITHIN 5 FEET OF THE AIR HANDLER EITHER IN HVAC CLOSET OR ABOVE CEILING, AS REQUIRED. 0 E28 PROVIDE DISCONNECT AND WP 110V DUPLEX POWER 0 OUTLET AT A/C COMPRESSOR LOCATION. U D E29 ELECTRICAL SUBCONTRACTOR SHALL PROVIDE POWER FOR ALL 0 BUILT IN APPLIANCES: RANGE, RANGE HOOD, DISHWASHER, 0- FOOD DISPOSAL, EXHAUST FANS, WATER HEATER, A/C AND w OTHERS SHOWN OR REQUIRED. VERIFY OTHERS WITH w CONTRACTOR. w m 0 0 z 0 z Q U _ v a' Q Q 0 Q 0 z Q Li.. 0 w Il O d w z Of 0, V) _ I- A N� A AAR SEP 2 0 2006 ARCHITECT AR0007942 ALAN DAVID FARRAR ARCHITECT 0-) w rn ' m Lo _ Zr�. Qco � ® N ® � U Q 0 O N LL_. J _ Y ® z w ® �O z n Q ® zn O N d- a DWG BY: BNB CHK BY: ADF DRAWING DATE 15 SEPTEMBER 20 REVISIONS f� (� O W � DRAWING TITLE ELECTRICAL FL. PLAN DRAWING NUMBER El. SHEET 7 OF 9 PROJ. NUMBER F 2004639 u IF_ IA WOOD BUCK — h U STUCCO h SEALANT BETWEEN WINDOW FLANGE & WOOD BUCK h v 19 PERIMETER SEALANT SEE WINDOW SCHEDULE NOTE: SECURE WINDOW AS PER WINDOW MANUFACTURERS RECOMMENDATIONS FOR 120 MPH WIND ZONE. D-1 WINDOW I 5,1 AT CMU WALL SEALANT PRECAST CONCRET SILL STUCCO TAIL WINDOW SILL DETAIL AT CMU WALL i PRE-CAST/PRE-ENG, CONCRETE HEADER P.T. 1 X 4 FURRING R-4 FOIL INSULATION 1/2" GYPSUM BD. INSTALLATION ANCHOR 3/16" DIA. x3 1/4" TAPCON WITH 1-1/4" EMBEDMENT SEALANT BETWEEN WOOD BUCK AND MASONRY OPENING CORNER BEAD SHIM AS REQUIRED 1/4" MAX. (SEE NOTES) NOTE: SECURE WINDOW AS PER WINDOW MANUFACTURERS RECOMMENDATIONS FOR 120 MPH WINDOW ZONE SEALANT NOOD OR MARBLE SILL 1/2" GYPSUM BD. R-4 FOIL INSULATION P.T. FURRING 8" CMU h P.T. FURRING U INSTALLATION ANCHOR to R-4 FOIL INSULATION 3/16" DIA. x3 1/4" TAPCON p AT 14 3/4" MAX. O.C. EXPOSED BLOCK Q /2" GYPSUM BD. p PRE-CAST/PRE-ENG. x_ WOOD BUCK 1�. II CONCRETE HEADER I I TRIM I P.T. WD BLOCKING MOLDING -- ORNER BEAD SEALANT SGD SCREEN PERIMETER, INSIDE AND OUTSIDE SHIM AS REQUIRED 1/4" MAX. (SEE NOTES) SGD :AID HEAD DETAIL 3W=1'-01 EXTERIOR Q Lu w U w N _'Z j CON( SGD ONLY Q CONCRETE SLAB a 7-7/8"' VERY WIDTH OF HITCH ON SLAB '-----•,,, �! FOR EA. SGD '`)UP $ILL DETAIL FOOTING i SGD INTERIOR IN Tr LLATION ANCHOR 3 16 DIA. x3 1/4' TAPCON EMBDEMENT FINISHED FLOOR STUCCO a 4 Q. 8' CONC. BLOCK c n FILLED CELLS AS _ PER FLOOR PLAN LOCATIONS F, INSTALLATION ANCHOR 3/16" DIA. x3 1/4" TAPCON 1-1/4" MIN. EMBEDMENT P.T. FURRING R-4 FOIL INSULATION 1/2" GYPSUM BD. r[) 2 WINDOW JAMB DETAIL �.1 AT CMU WALL 3°=1'-0' STUCCO WITH METAL OR PLASTIC EDGE AND CORNER BEADS WOOD TRIM WOOD DOOR FRAME SECURE WITH 5 —2"WOOD SCREWS EA. JAMB 2A WOOD BUCK. TAPCON TO CMU WITH 3/16" DIAM, x 3 1/4" TAPCONS 5 AT EACH JAMB. SHIM AS REQUIRED P.T. 1 X 4 FURRING R-4 FOIL INSULATION WOOD TRIM r7-2,%NlD00R JAMS— H A 5.1 AT CMU WALL NOTE: M.Q. 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. lx6 CUT GYPSUM BD. CORNER BEAD SEALANT BETWEEN WINDOW FLANGE & WOOD BUCK 8" CONC. BLOCK FILLED CELLS AS PER FLOOR PLAN LOCATIONS P.T. FURRING 1/2" GYPSUM BD. TRIM MOLDING SEALANT SEALANT SHIM AS REQUIRED 1/4' MAX, 3N1T�LATOxNA%4�OTAPCON SCREEN No. 10 WD SCREWS AT 14 3/4" MAX. O.C. EMBEDMENT. AT 14 3/4 MAX. O.C. ----_ a SGD 1_11 1 Ix_ WOOD BUCK SEALANT SGD P.T. WD BLOCKING PERIMETER, INSIDE AND OUTSIDE R-4 FOIL INSULATION No. 10 OR EQUAL 3/4" MIN. EMBEDEMENT 1/2" GYPSUM BD. INTO BUCK CORNER BEAD D-� ]D JAMS DETAIL A 5.I 3"-11_0" hfl(1R WnrmTu (77" WAY) 1'YP. EmLEVATION W/ FASTENER LOCATIONS � 51-1 D ING GLASS DOOR NT5 4" 3/16" DIAM TAPCON 17 5/8" Max. INTERMIDIATE FASTENERS #8 SMS OR EQUAL W/ 3/4" MIN. BUCK EMBEDMENT 3/16" DIAM TAPCON TYP. WINDOW FASTENER LOCATIONS AT CMU WAL-L6 3" =1-O" 12" MAX EXTREME SIDE 6 ANCHORS AT THRESHOLD TYR ELEVATION W1 FA5 I ENER LOCATION5 EXTERIOR DOORS NT5 PREFABRICATED W� Toi Teem 2x_ STUD FR AT 16 O.C. MAX. 2x- WD PLATES 50 I T D E T A 1 AT KITCHEN OVER 517 PREFABRICATED W""` Tn 2x— WD PLATE 2x_ WD STUD I AT 16 O.C. MA 2x— WD PLATE AT KITCPEN'S WALL 8'-0" AFF 1/2" DRYWALL 7'-4" AFF SOFFIT FFIT 1�L VI\i 11(ILL it 7C 9A 4E 7A 6L 36 9A 4F 4E 3B ` 16" 3F T T FICAL. SCALE3/4" =1'-011 KEY NOTES: 313 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 v CONTINUOUS, UNLESS OTHERWISE NOTED. 3E INDICATES (1) # 5 DIAM. DOWEL WITH 8" HORIZONTAL HOOK, SET IN = 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. 3M 1/2" PVC WEEP HOLE. 4A 8" CMU WALLS WITH VERTICAL REINFORCEMENT AS INDICATED 4B INDICATES TYPICAL FILLED CMU CELL FILLED AND TAMPED LU- WITH APPROVED GROUT AND REINFORCED WITH (1) # 5 DIAM BAR o LAPPED 25" MIN TO PROVIDE CONTINUOUS TIE FROM FOOTING TO Q UPPERMOST TIE BEAM. LOCATE AS INDICATED AND MAX 8' 0/C. o 4E PRECAST CONCRETE HEADER / LINTEL (8" X 8" X REQUIRED LENGTH, OVER MASONRY OPENINGS. MINIMUM BEARING 8" Q 4F TIE BEAM: 8" KNOCK OUT BLOCK REINF W/ (1) # 5 DIAM. BAR CONT Q FILLED SOLID W/ CONCRETE CONTINUOUS FULL PERIMETER. d- 4G PRECAST CONC SILL ® WINDOW OPENINGS. o 60 WOOD FASCIA cv 6H PREFABRICATED / PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. (MAX). SEE ROOF FRAMING PLAN FOR LOCATIONS c AND CONNECTORS. 6L 3/4' P.T. FURRING AND DRYWALL OVER CMU WALLS. w 7A SEALANT: APPLY SEALANT AT JOINING OF ALL D DISSIMILAR MATERIALS EXPOSED TO WEATHER AND AT GAPS EXPOSED TO VIEW. a. SEALANT: A FULL BED OF SEALANT AT WINDOW AND LLJ DOOR FRAMES (INC. THRESHOLD) AND A CONTINUOUS BEAD AT PERIMETER. c 7B J-BEAD TO STUCCO, AND PROVIDE TERMITE SHIELD. %' 7C INSULATION: INSTALL NEW: a R-19 OR R-30 BATT ON BOTTOM OF TRUSSES. z R-4 FOIL INSULATION c 7E ALUMINUM OR VINYL FLAT RETURN SOFFIT. 7H GALV. DRIP FLASHING OVER 1 X 2 P.T. WD. ON 1 X 6 FASCIA ON 2 X 4 SUBFASCIA. a 7N COMPOSITION FUNGUS RESISTANT SHINGLES OVER 15 LB. FELT AND 1/2" SPAN RATED EXT GRADE PLYWOOD SHEATHING. 7P STUCCO FINISH TO STOP AT 2" BELOW FINISH FLOOR. 8D ALL WINDOW AND DOOR FRAMES SHALL BE SECURED TO a SURROUNDING WALL AS PER MANUFACTURER / SUPPLIER c RECOMMENDATION FOR WIND ZONE LOCATION. UNLESS 8E AND 8F ARE NOT APPROVED. ` 9A 1/2" DRYWALL. -` c 9J EXTERIOR STUCCO (TEXTURED CEMENT) FINISH OVER CMU. a C F F C L a a G 0 C t, C c Il 0 C c a C c E C a a Li a LL a C F I- C G U c z a c: LL _ c.: a a: a ch a LL c a c z a Q LL c a: LL o_ c a LL' I— z a Q U] SECTION TYP, OF 50TH PORCHES eCALE3/4" =1'-O° ALA' D. 'RR MAR D `? 70060 ARCH ITECT AR0007942 ���rrrr■■r■■r�r� on ■ ■■■■ f� ELECTRICAL & LIGHTING LEGEND PROJECT NO. F 2004639 CEP ELECTRICAL PANEL Q EXHAUST FAN E)-- 110 V DUPLEX OUTLET (18" A.F.F. TYP.)' ' ; CEILING PADDLE FAN 7 ;� � HALF SWITCH-110 V OUTLET (18 A.F.F. TYP.) E�_-44" INDICATES HEIGHT A.F.F. TO CENTER ,/-L� CEILING PADDLE FAN W/ OPT. LIGHT KIT (3--wP EXTERIOR WATER PROOF RECEPTACLE (DE 220 220 VOLT RECEPTACLE i' X 4' FLUORESCENT LAY -IN (Oft 2'X2') IF SO, SYMBOL 2=2 BULBS 4=4 BULBS S=SPUT SNITCH 4S 2/2= 4 BULBS 2 SNTCH EA SW. 2 BULB (Q DIRECT CONNECTION / $3 SWITCH / 3 WAY SWITCH ® SMOKE DETECTOR 4 TELEPHONE JACK p A/C DISCONNECT <-1- TELEVISION CABLE JACK EXTERIOR FLOOD LIGHTS SURFACE MOUNTED CEILING FIXTURE FLUORESCENT LIGHT [sc �w WALL MOUNTED LIGHT FIXTURE <-+ TELEVISION ® RECESSED 6" DOWN LIGHT Q THERMOSTAT FAN -LIGHT COMBINATION D.B• DOOR BELL GR GROUND FLOOR INTERRUPT 0o CHIMES LPJB -0 GARAGE DOOR BUTTON PENDANT "J" BOX 0-0 2" RIGID 3 - 2/0 ALUM. 150 AMP METER SERVICE OPT. UNDERGROUND SERVICE BY POWER CO. OPT. OVERHEAD SERVER SAME AS UNDERGROUND 2" NIPPLE 3 - 2/0 ALUM. 150 AMP MAIN DISC. 8-16 PANEL TYP. ELECTRICAL PANEL CIRCUITS #4CU TO 5/8" GD. RD. 8' FT. LG. ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM 2/0 SER. CABLE 150 AMP. 20-40 CIRCUIT NEMA 3 SEE FLOOR PLAN FOR FUSE SIZE A/C DISCONNECT fit 4/2 COPPER TO LIGHTS & OUTLETS #12/2 COPPER TO KITCHEN AND 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 NOTE: NTS ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND THE LOCAL POWER COMPANY. Y-KUN I r CJI'<(_H i i i I ROOF OVERHANG ABOVE i I / ROOF OVERHANG ABOVE i I iELECTRIC, ELECTRICAL NOTES w ALAN DAVID FARRAR E1 VISIT SITE AND DETERMINE REQUIREMENTS AND COSTS = ARCHITECT FOR POWER AND TELEPHONE CONNECTION, SERVICE EXTENSION, INCREASE IN CAPACITY, AND SERVICE Q EXPANSION FEES IF REQUIRED. COORDINATE WITH UTILITY COMPANY. NO COST INCREASE WILL BE ALLOWED AFTER Jill BIDDING. Q E2 THERE SHALL BE NO BACK TO BACK OUTLETS OF ANY TYPE, REGARDLESS OF HOW CLOSE THEY ARE SHOWN ON Q THE DRAWINGS. DISPLACE THEM AT LEAST 4 INCHES I,.. ® �J AND SEPARATED BY A STUD BETWEEN OPPOSITE WALLS. ® w E3 ALL WALL MOUNTED RECEPTACLES AND SYSTEMS o in OUTLETS SHALL BE MOUNTED 18" ABOVE THE FLOOR. AT RECEPTACLES ABOVE COUNTER TOPS MOUNT 8" ABOVE z COUNTER UNLESS NOTED OTHERWISE. Q a E4 PROVIDE GFI PROTECTION FOR RECEPTACLE NEAR SINKS, o AS REQUIRED BY CODE. c� Q 00 E6 ALL CONDUCTORS SHALL BE COPPER. E7 ALL WORK SHALL BE PERFORMED BY A LICENSED ® ¢a ELECTRICAL CONTRACTOR AND IN A FIRST CLASS U WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL T 0BE FULLY OPERATIVE. 0 E8 ALL WORK SHALL BE DONE IN ACCORDANCE WITH N.E.C. — AND SHALL COMPLY WITH ALL LOCAL RULES AND w ORDINANCES. Q O °- E9 CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL y LL w EQUIPMENT PRIOR TO ROUGH —IN. WHEN PROVIDED OR z REQUIRED THE CONTRACTOR SHALL VERIFY DETAILS AND Q '� z SPECIFICATIONS CONTAINED IN SHOP DRAWINGS. z0 0 E10 THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS ® > LLi AND WORKMANSHIP FREE OF DEFECTS FOR A PERIOD OF Q NO LESS THAN ONE YEAR FROM THE DATE OF 0- ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE z COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF INSTALLATION THAT MAY HAVE BEEN 1 Z DAMAGED. ]IMMUNE � IMMUNE Ell ALL MATERIALS AND FIXTURES SHALL BE NEW AND Q SHALL BEAR UNDERWRITER'S LABELS WHERE APPLICABLE. zL 71( 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. m E13 ALL PENETRATIONS SHALL MAINTAIN THE RATING OF WALL, FLOOR, OR CEILING. O E16 ELECTRICAL SUBCONTRACTOR SHALL VERIFY THAT z DWG BY: G G PROPER CLEARANCE AND ACCESS IS PROVIDED FOR CHK BY: AD SELECTED FIXTURES. NOTIFY CONTRACTOR IF CONFLICTS I— DRAWING DATE BEFORE CONSTRUCTION BEGINS. f, DC-" 2004 E17 TELEPHONE INSTALLATIONS SHALL COORDINATE WITH Q EXISTING SYSTEM AND MEET ALL STANDARD a REVISIONS REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY AND THE TELEPHONE COMPANY z m E19 ALL PHONE LOCATIONS SHALL BE WIRED FOR MIN 4 O PHONE LINES, CONSULT CLIENT FOR EXACT NEEDS AS Lil MORE LINES OR COMPUTER CONNECTIONS MAY BEO REQUIRED. _ E22 CEILING PADDLE FANS: INSTALL WITH FAN BLADES AT z LEAST 7'-4" TYP. ABOVE FLOOR. PROVIDE A SPEED CONTROL SWITCH AT WALL SWITCH LOCATION. Lt.l E27 PROVIDE A DUPLEX 110V POWER OUTLET, LIGHT OUTLET 0 AND A DISCONNECT WITHIN 5 FEET OF THE AIR HANDLER U EITHER IN HVAC CLOSET OR ABOVE CEILING, AS REQUIRED. m O E28 PROVIDE DISCONNECT AND WP 110V DUPLEX POWER o OUTLET AT A/C COMPRESSOR LOCATION. U E29 ELECTRICAL SUBCONTRACTOR SHALL PROVIDE POWER FOR ALL O BUILT IN APPLIANCES: RANGE, RANGE HOOD, DISHWASHER, w ►��. FOOD DISPOSAL, EXHAUST FANS, WATER HEATER, A/C AND m OTHERS SHOWN OR REQUIRED. VERIFY OTHERS WITH CONTRACTOR. w m o ® t o CJ cr V)W®�N ~ w U U r Q Q 0_ m LL 0 Q 0 LIAR 0 2 2000 ARCHITECT AR0007942 r M: rNow ONE • ::: ::: son DRAWING TITLE MM- Moo ELECTRICAL FL. rrr No 'as PLANan DRAWING NUMBER inumn on In om ma::: ::: 1: :. ::E ME on ••r son rr • • s • MIM ME Mn IN I --------------- HVACNOTES AC2 HVAC SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CLOSET I I CLOSET I PERFORMANCE AND BALANCE OF SUPPLY AND RETURN I I I I AIR FLOW SYSTEM. 1 2M I 8"x4F I AC4 WORK SHALL COMPLY WITH THE FOLLOWING: 8 CFI 28 C �, I A. ASHRAE i B. _ J I ACNA C. STANDARD MECHANICAL CODE. D. NFPA SECTION 90A AND 90B E. NFPA SECTION 101 LIFE SAFETY CODE. + F. ALL STATE AND LOCAL CODES. 4 I i AC6 FURNISH AND INSTALL NEW THERMOSTAT(S) MASTER BATH COVERED PORCH I COMPATIBLE WITH THE SYSTEM COMPLETE WITH WIRING. / ! LOCATION OF THERMOSTAT(S) MAY BE COORDINATED IN 8"X THE FIELD. f f 50 CFM `_ ( AC8 ALL EXHAUST FANS SHALL VENT TO EXTERIOR OF RESIDENCE. , 4"DIA. 0--4"DIA. I AC10 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 _ I RECOMMENDED BY ASHRE STANDARDS. MASTER SUITE ¢ NOTE: I LALWRY + MECHANICAL SUBCONTRACTOR SHALL PROVIDE A COMPLETE L — J HVAC SYSTEM SIZED PROPERLY FOR THIS RESIDENCE WITH ALL / 7DIA. _ SUPPLY AND RETURNS REQUIRED BY CODE. // 12"x12" R/A i 12"x6" 195 CFM CLOSET I DINING ROOM I I i I I I I I I I MECHANICAL PLAN 0 5CALE I/4° = J' _0` ARCHITECT AR0007942 J 3" VTR LAV 2" VTR I I I TUB 4NSy ` 2"VTR a I WC I � I SINK 3" VTR I I ®v I I � I LA I � WC S� T TUB TOTe' o <00 %r � 9�ON 5C;ALE NT5 A PWMBING NOTES 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. P14 PROVIDE PREFAB RECESSED WASHER CONNECTION BOX FLOOR CLIENTS WASHER. 5C,4LE I/4" = V -0" ■ ii ALAALAN DAVID FARRAR ■':: ARCHITECT no■.r. ■. 4, iIiiam i i man iii • Man nmm iii • moo iii • ru rr■ , i iii iii • � •• iii • • a • ■am . ' iii iii • iii omr No: on n■■ m■■ s now man • rnn Sam :an Now an • OEM mom MOM man :Ong • iiiiir ■■rrr.■ ■m■mr■r■■ mm rmrrmmonrom mono ���ruun����uurrrro u nu�r 0 I— DWG BY: GG L CHK BY: ADF DRAWING DATE I , o c-r 2 00 4 Q REVISIONS z HB • ..Noun ■■m■ m• ii iii • iso ii • iman ii iii iii • • iii iii an iii iii iii iii • mom iii # al iii • mom iii ■o■ iii iii was iii iii +mr iii i iii iii mom iii iu ' iii iii am■ on iii an iii as iii ■.■ ■■m r■■ I== zHtH Q Q i . . rl-t W d O d DRAWING TITLE W PLUMBING PLAN DRAWING NUMBER z p 1 1 . Q 0 SHEET 9 OF 9 PROD. NUMBER F 2004639 MAR 0 3 2000' ARCHTFCT AR0007942