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Home My WebLink AboutBuilding Plansf I BUILDING DATA AND DESIGN CRITERIA REVISED 05-03-0T BUILDING DATA `FLORIDA BUILDING CODE 2004 : RESIDENTIAL, 2005 mH 2O06 SUPPLEMENT FLORIDA BUILDING. CODE 2004 :PLUMBING, 2005 and 2006 SUPPLEMENT FLORIDA BUILDING CODE 2004 :MECHANICAL 2005 and 2006 SUPPLEMENT FLORIDA BUILDING CODE 2004 :FUEL GAS, 2005 and 2006 SUPPLEMENT NATIONAL ELECTRICAL CODE 2005 STRUCTURAL DESIGN PARAMETERS, ASCE T-2002 L PER FRC 2004 :SECTION R3012JJ, DESIGN CR{TERIA II CLASSIFICATION :.2 OCCUPANCY: RESIDENTIAL BUILDING DESIGN: ENCLOSED WINO SPEED: 140 MPH 3 SECOND GUST (FRC 2004 :SECTION R3012J.3) EXPOSURE: B i INTERNAL PRESSURE COEFFICIENT: GCpi-"/-OJ8 IMPORTANCE FACTOR, IA NUMBER OF STORIES: TWO STORY BUILDING MEAN ROOF HEIGHT, 25 FEET. MAX. - WOOD FRAMING INSPECTION ALL. PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. (FRC 2004, SECTION. RI095) TERMITE TREATMENT THE BUILDING AND PATIO SLAB HAVE RECIEVED ACOMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SER✓ICES. IFRC 2004. SECTION R320) BORA CARE :TERMITE TREATMENT THE BUILDING HAS RECIEVED A COMPLETE TREATMEM FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS /N ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE: AND CONSUMER SERVICES.. (FRC 2004. SECTION R320JB) EXTERIOR WINDOWS AND GLASS DOORS EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY. AND SHALL BE LABELED WITH AN APPROVED LABEL (FRC 2004, SECTION R613) SEE MANUFACTURER'S DETAIL SHEETS FOR DESIGN CRITERIA AND INSTALLATION METHODS. WINDBOURNE DEBRIS REGIONS WINDOWS IN BUILDINGS. LOCATED IN WIND -BOURNE DEBRIS REGIONS SHALL HAVE GLAZED OPENINGS PROTECTED FROM - WINO -BOURNE DEBRIS. GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OFASTM E 1996 AND OF ASTM E 1886, SSTD l4 ANSIfDASMA 115 (FOR GARAGE DOORS) OR 7AS201, 202 AND 203 . (FRC 2004, SECTION RJOI2J2) i z E e a SL LUCIE COUNTY BUILDING SL LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C LIAN E REVIEWED BY DATE _ ,_ I N PLANS AND PERMIT MUST BI OR NO INSPECTION WILL KEPT ON JOB $ Ig BE MADE. - .i 8 W n— iii,,, M N�g�1a�� lfaa [[[ F4 C LQLn Lu 5 m N w wzt Maranda Syaems 4005 Marond Vq Sank(yAA 33771 (4074337^U0(r1 Jem#Wake PE.` i ,..., Cnaa�050015 THESE PLANS AND ALL PROPOSED. WORK j4L e7, 2iPIT ARE SUBJECT TO ANY CORRECTIONS.. REQUIRED By FIELD INSPECTORS T SHFE'� MAY BE NECESSARY IN ORDER TO HAT - _ COMPLY WITH ALL APPLICABLE CODES. D 0 FIBERGLASS DMF ON LATH/FRAME SHINGLES PANEL SHUTTERS c BLO CASING BEAD -----_�OBLOCK/O58 _--- ----- 1ZSTONE RETURN W/ J•STOP Q EDGE DMF ON BLOCK ST. JOHN - AR RIGHT ELEVATION NP ON Tree PEA ST. JOHN - AR ?a If I ETCHED OMF L I I TYP.ETCHEC I I 1-BRED PORCH . I I I I I I I I I -aF i I I 9 5rIz OMF ON LATH/FRAME PANELSHUTTERS HORIZ. CASING BEAD a BLOCK/OSB lZ STONE RETURN W/ )-STOP O EDGE DMF ON BLOCK ST. JOHN - AL LEFT ELEVATION (3)770-D LOMACO OFF -RIDGE VEINS m m 12 L FIBERGK1 ASS SHINGLES SHINGLES -----1 F--------1 1 I I I I I I I I I I I I I I I I I I I I DMF ON BLOCK ST. JOHN - AL - �/o' FIRE RETARDMT PLYWO, IN. WIDTH 48' [SHADED) ST, JOHN - AL ST. JOHN BL FRONT ELEVATION ST. JOHN - BR ST, JOHN - AR PANEL SHUTTERS OW RAISED DMF BAWD T/2nd FLOOR T/BRG. HOT. FIBERGLASS SHIM S _ S/M. STACKED STO E VENEER. FULL WALL �— 6'W RASED ORF W/ KEYSTONE DI T/ISI FLOOR SLAB THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, mwomo Syaema 4005 Meronda Way I.M0.4 FL 32771 (407)32iQWA t Twnas Ponce P.E. License M 0050M JUNG 07, 2007 m 7n � o $ m ' E > I h � � a a � M W � h Y Zu yp�y N F 6 g 3 MASTER PLAN ON FILE LE COPY GENERAL FOUNDATION NOTES: ALL. FOOTINGBARS REBAR SHALL EL CONTINUOUS COVE BARS GRADE 40 STEEL w/ 3•M/N. COVERAGE, U.N.O. ALL V€RTICAL REBAR, DOWN REBAR, DOWEL REBA1R AND BOND BEAM REINFORCEMENT SHALL BE 05 BARS GRADE 40 STEEL yr— PLUMBING PASSING UNDER OR THROUGH A FOOTING SHALL BE ENCASED /N A PIPE NOT INCLUDED Fax 24'x /2'DEEP CONC. FOOTING w/ !3L •5 REBAR TWO ��((2�JJ PIPE. SIZES LARGER THAN THE PLUMBING EA WAY. TOP FOOTING TO BE 8'BELOW FLOOR LEVEL ■ • /DICATES FILLED CELL WITH REBAR O N THIS PERMIT 2a x x DEEP CONC. ❑ I DICATES FILLED CELL WITHOUT REBAR N / FOOTING !F •5 REBAR ALL C NCRETE GROUTED CELLS FILLED - O TD Bf W/ 3 PSI CONCRETE SHALL BE 8` BELO FL OR LEVEL 8' BELOW FLOOR LEVEL CLE UNOBSTRUCTED CONTINUOUS 3'x MIN. CELLS w/ BAR GRADE 4d EEL TIED AT FOOTING LINTEL T STEEL PROV E INSPECTION HOLE AT BOTTOM OF G UTED CELL STACK. r-,r la -a' 10 6' P 4 a P a 6 r a P ID r a 6� D 25 ¢ Y-4° 10'-8' !d-8' r l 8' Y-4' 4 VAPO OVER TERM BAR CLE E, T 8' _ U I-- r I I;i-1 S/M.I I A2 —------1-- r-------� U SliT. r------ I A2 a --1 r--- — — SIA4. r------ I A2 ---I I ' U i § SEE oEr P. SHE LNAT NS !n I h OPTIONAL 2a x /a I COVERED .PORCH - a-e 5'4 6'-6` 5'-4' 3'-4' T-O' 1-r I 3'-a 5'-4" 61-8. 5'-a 3'-4' 7'9 3'-a 1 3'-a 71-0' 3'-a 5'-4' 6'-8' 5'-Ir 3'-4 3'-a T-O' 3'4 5'4' 61-F 5'-4• -8' 81 T-0° x a, T-0` x 4'-0` 7'-O'.x a-G` T-0' x 4'-0' CONC P AO CONC. PAD CON P C. AD CONC. PAD • • • • • • • �__ •• • • • • ai• • L �__ I. A3 _____ __ _ ;______ ________ __ ______�_ ___, 1 _____—_ — s ____ _______ __ __, _ I _ ______ __ _ 25'-8l/z' FTG fTG 3 `-0. FTG FTG la 3 z" FTG FTG 35 I 1 FTG FTG 37 • I. I. 351-0' I I !a 33'-0" 33'-0' I I I I I 36-0' I%z'RECESS a SGD C f/i RECESS a SGD O'RECESS a SOD C V/2 RECESS a SOD ' (FTG • - ST.` J HN - AL N - 5T. QHN - BL FT 1.,.. ST. JOHN BR ST. JOHN R a I I 76'-4Yz: z• 15' 3%z' lB'-d/z' 15'-3l 36° x 37 x /2 DEEP FOUNDATION w/ !31 •5 REBAR EA WAY IB' 4A' • I 36' "U 5 36 : 12 DEEP DATION w/ (31 REBAR EA WAY r, // 36' x 36' x l2` DEEP F 1 •5URDEBARNEA WAY 1 I I. I i i FTG j • I fTG �..) FTG r L' FTG I I • f7 rl V i! r134'-4'12' a 'J ... lB. -8�` Ira/� i I O'-.�/' p,.61 0 I I_-- o L 1 IIW' _ �- rrr W-1r z — -- ---- — --- i ED r-i — a ^ r Y Y I` 36• D 1 FTG 1pi I ^ I ' W FTG Lj D FOU DATION W/ 13) •5 ?EBAR EA WAY J FTG • I .. H w: i I 3- x 36` x 12' DEEP H I, l UNDAT/ON w/ l31 1 w G 36' x 36' x IZ DEEP I I 4 FOUNDA ON w/ (3) 1 I W 1 a `f REBAR EA WAY H I s w rl •5 REB EA WA I I g • I W ao FTG i h FTG I q tv FTG h I I H I tv `� I I FTG I I" 02 FTGIs n Nd A2 B 1 I A2 B I B A2 1 a B I I �. I ^ I• G2 FTG SDD L _o___ A2 I ;I I j FTG SOD SOD FTG I a -. R �_-_ D 1 I SOD FTG I a ; FTG I.. FT 1 J fT6 I. I I FTG 1 F!G I I- F7G I O I.. T_ -J L__ __ _________ e L---------- L__ _ _�_J I_____-_ ____ __ __J L_ __ ___-J 1p I_i R ® _ io tT _J - 81 Z 7p L__.__ - — - - — ' • • -4' a-6° i 5' ldLj, Y" RNN RISER .a 4,_8. r-a g (-4 4 8 / d !6'-0' 8° 8• i 2u '�9' RAIN RISER 3'-la 5'yd 161-0' 4'-6' 1-4 • • - — _ — _ _ _ - .. 16'-0, r-a 'RAIN. RISER 1 Y-a r-4, I -0,.. N,$. l d-0' -9 ld-0` lT 8' V-9 7 xr4" RA/N� RISER Y-9• I8'-8` T-4' 27'-8° 7 4 2 7 a 27-8 4' 36'-0` 351-0' 35`-0`:;. 36'-0' 142-a RETE SLAB: DEEP 3/z {5l CONCRETE SLAB w/ E OR FIBER MESH ON VISOUEEN lER W/ ALL JOINTS TAPED COMPACTED (2000 psY, M/NJ EATED FILL N OF GROUND R00. NC..EENCASED ELECTRODE • FTG O MECH. CHASESE FOR ROUND III J I I I I I I A B 8 3'i`x6'CONC. a COMPRESSOR PAD F, rTYPJ u W 1p aa� 4 C pgo ILLLu V Z. J ro to yy Mawd. Syak•s •"�x 4W5 MaroaEa Way 1 `SantaA FL 32774 11u^7L3Ii-0064 omen Ponce P.E i'Icenae Ao. 0050000 �•�.� SHEET. THESE PLANS AND ALL PROPOSED WORK ARESUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS. THAT MAY 13E NECESSARY IN ORDER. TO COMPLY WITH ALL APPLICABLE: CODES, l 90-01-00 03SIA361 LL'I� 2Rq v W ¢O W Y O �i2i Wo o 4V m �g ° o ei w mm ~yyq �oR NU" O W 2� o-d tiQ� y,.. gWo J� OJ mA U o "'o 3 a 2�2 w 3� yy�d mc�Co EW 23 Wq OW Vgg��` 2W� W Kii m�2 h�� yV4i W02'§2 �� g�a i i° w� �Wgoti. W 3i Aso 6o oQz e 0�'L. _ wyz Lu WW W°WW ¢z gWd a v=o wro� w gay '3 �3oH 3� itio4 OBRGBEARING WALL [T(PICAL] 2x4 -2 SYP WD.STUDS 0!6"O.0 ATTACH. w/ V2`:x 5J'SUR-R-STUD w/ WEST PALM 0 f-a OC. O8"CONCRETEBLOCK WALLS CMU w'/ P.T.FURRING STRIPS 0 A/C AREAS �2-HOUR AREA SEPERATION W/ (2) P GYPSUM LINER P l SERTED IN H-STUDS:O 2 'AIR SPACE -BOTH SID 20 FRAMED WALL 0 16'O.0 R-ll INSULATION AND V2" D ON UNIT SIDE ACH Ist FLOOR C-RUNNE ° W I AI NOT o ow w i °c y 3 w N NOTE 1) %2WIDE:2 FASTENERS IN HEADER -JAMB NOTE 6) 6 HIGH 26�':4 FASTENERS IN EACH SIDE JAMB 'N $m �� ° h Q: FO.WIDTH IS FROM JACK TO SILL CAS RETl� LINTEL SCHEDULE mow¢ � � � W � NOTE 2) 2 WIDE.-2 FASTENERS IN HEADER -JAMB 82 a: FO.HEIGHT IS FROM SILL TO BEAM. '.. NOTE 1) 438 WINDOW INTO FRAME OPENING, X $ m o NOTE P 3 WIDE: FASTENERS IN HEADER -JAMB �wwh Mott `yW Q o yi w Q °w M.0WIDTH IS FROM BLOCK TO BLOCK. .NOTE ) 2 HIGH. FASTENERS IN EA SIDE JAMB SCREWS LINTEL LENGTH 7ypE APPUEO LOADS (PLF) SAFE LOADS m _ ❑h m w w �` `d a Q MO.HEIGHT IS FROM LIP OF SILL TO NO. cRAvrn UPLIFT GRAVITY UPLIFT COMMENT .��r50 �ti wxlW- � m� n'.°�°- `r PRECAST. NOTE bl 3,4,OR 5 HIGH:3 FAST.EASIDE JAMB NOTE 815GD FASTENED WITH: l '•PANHEAD ALL HOLES 0 3 3 w o °w'^ ~ UNIT ENT ION IS ALWAYS SWIDTH. I DT H. SILLS]16 X F% 'ANCHORS EVERYHOLE 6' 8 BRF22OB/ 3/1 25 5743 2442 RECESSED ��3�w. x�s[o W'D '2m go oa �¢a \. W 2 4'$ 8f24-0B/? 343 660 4576 4292 w°�w� �W� ?�s 2=-; W�'aw� o arrENnoN NO ANDEX SERIES (MO)437-(FO)438 WINDOW SIZE CHART 0 2-� 3 Z = W ¢ N 3 BFl6-0B/IT 485 323 2632 1634 U42 oSERli W�W�2W�w O "�i a=�g�w (� W22�kWo o33"��' ?1 � n NUh �=d N ww off- -lw.iw IN ow O u a� h n. • W� v�i'd Wczi y h UO ��4m uj .¢moo 4 a 2 2 4 �. 2 N WIN" /FASTENERS ANDS FOR CAST-CRETE LINTELS AS SHOWN°ARE TAKEN DIRECTLY FROM TABLES SUPPLIED BY THE RESPECTIVE MANUFACTURERS.AND ARE PROVIDED FOR CONVENIENCE ONLY. SIZE 6080 SERI SIZE 25 35. S 5001502 SGD DOOR OPENINGS 9 5'-ra eF29-0e/1r 985 323 so34 3295 M.O. FAST. 75 2X 9(4 1 8 5 51-10, 8F29-0B/IT 485 323 6034 3295 - I)437 6 m-r BF36-lB/rr B 167 2047 1470 GARAGE S (M -!FO)438 OPENINGS 493 428 S// GCE M.O. FAST.' DOUBLE MA. FAST. SIZE SINGLE F.O. FAST. DOUBLE F.O. FAST, 7 0-0' 8F8-0B/IT I07 150 540 470 PORCH 37 4X 63 2.5 25 36/ x 62 7 8 l2'a 8F8-0B/l7 : I90 220 540 470 PORCH 53 8X 63 25 9 l01-6' BF8-0B/LT. l07 150 535 - 530 PoRCH 24'-0" 71 N la-8' '%' 24'-0' lr-B ALL ELS § O.C. WAD I OPTIONAL 24'x ld COVERED PORCH . iO E' b OPTIONAL 24 x ld COVERED PORCH iO OPTIONAL 24'x la COVERED PORCH O § OPTIONAL 24' x Id COVERED PORCH t? O'. flex '%4'TAPCON 0 24' OG. IIA ACH IsT FLOOR 2x4 STUDS w/ x 5V4" SUR-RSTUD W/ WEST PALM 0 48. O.C. .CMU Va rw 5' P > 12'-0' 8'-7V2 14'-4V2 . I2'-0` 8'-7V ' l4'-3V ° la 5- l2'a I2'-7. Id-5' l2a 4,_7 CMU CMU' CMU CMU lax as CON[: PAD lax a -a .GONG. PAD Tax 4a CON[. PAD -: Tax4 a CON[. PAD ■ 34'-l//6' 4'-d/z" 34'-r/z' 34'-lr/e" ■ 7lp D !0/z' 7 ST. OHN AL ST. J HN - BL ST. JOHN BR N ST. JOHN AR • BRG :* BRG 3Vz BRG l6'4/z' 16'4/p°.. l7'-5Vz' BR8 7/ , • (3) 2x4 STUL BRG (3) 2x4 S7 IDS RG 'Y/z' (3) 2x4 TUDS BRG 3V2` 3`r 4CLUDE NOT ONCLU D ,, NUlm RMIr I • 1w E M b N (3) 2x4 STUDS i . (3)2x4 S7 OS (312x4 ffUD • . — O a I O m 2 CMU 5' !2' 4V4' r-3• CMU 161-0" 8'_q 4' 3' • •_ _ _. _ _ - - - O'-8' /7•-Br... /O,-0, l6'-d. Y CMU Id-D" ld-a laa CM p 161a r P_IF 7'4 27'-T /81-8' .361-01 35'-0' l4r-a i 2 B 3'-Irx pPRESSOR 3'-6'CONC PADrTj g "w ®'(g " y z¢� Z f RD 3 CL Lk Lk O CMU. V 2 W a 4 v o O w w Z � g a Lti-A ry M3icgde Syetama MSops Naronaa Way . ,. v a.Mpm F ] Lffi 8861_ `r T v' -3'omsa •onuE -.., y. Llunsa No. W58888 SHEET: : o 34 a 0 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, MASTER NOT INCLUDED ON THIS PERMI.Fl ON FILE •F z4.O la-e" 4• 24'-0' Ire" GENERAL FIRST FLOOR NOTES: as r 4 ' a e r eRG BEARING WALL w sroos� a-e r--' ta'B" r- ALL EXTERIOR WALLS SHALL BE CONSIDERED 'R SHEAR WALLS MINUS ALL WINDOW AND DOOR a 0 !6"OG ATTACH w/ OPENINGS o • ■ ■ V2' x 514 SURR-STUD ■ ■ ■ ■ _ _ _ _ _ — _ w/ WEST PALM M O.C. — — _ - _ _ _ EXTERIOR WALLS TO BE 7Ve CONCR£7E o P/C LINTEL FILLED P/C LINTEL Ff ■ < I P/C LINTEL FILLED - P/C LINTEL FILLED ■ < BLOCK W/ P.T.FURRING STRIPS IN A/C CMU 8-CONCRETE BLOCK WALLS 01 AREA TOTAL WIDTH • 8%' �. Ci O W /A/C AREAS STRIPS 1 EXTERIOR OPENING DIMENSIONS ARE TO ¢ FACE OF MASONRY OPENING. § rzi OPTIONAL 24' x !O'CO✓ERED PORCH yp § 2-HOUR AREA SEPERATION WALL OPTIONAL 24' x ICYCOVERED PORCH di a W TD INTERIOR LOAD BEARING WALLS TO BE 2x4 - &' W/ (2)PGYPSUM LINER PANELS INSERTED IN H-STUDS 0 24'o'c WOOD FRAME WALLS W/ STUDS o 16"OA. z SEE STRUCTURAL WALL SCHEDULE ' '%" AVR SPACE BOTH SIDES, AND I o 2x4 FRAMED WALL O 161.04C.w/ SHEET ' TRl j BLOCK PRIVACY WALL �.I R-ll INSULATION AND V2°DRYWALL. BLOCK PRIVACY WALL 0.1 INTERIOR NON -LOAD BEARING WALLS TO BE ON UNIT SIDE NOMINAL 3'MTL STUD. 25 ga..UNA. . ATTACH & FLOOR C-RUNNERS W/ ALL WOOD NOT SEPERATED FROM AND/OR IN ABOVE BLOCK WALL B ROOF TRUSS _fs°x -Y4'TAPCON.a 24„OG. ABa✓E-BLOCK WA pp ROOF TRUSS DIRECT CONTACT WITH CONCRETE OR MASONRY I WP1870 2-HOUR AREA SEPERATION OE70 2HOUR ALRL�A SEPERATION SHALL BE 'PRESSURE TREATED WOOD' WALL w/ (2)f LINER PANELS ATTACH IST FLOOR 2x4 STUDS W/ WALL W/ (2) P UN€R PANELS 8" INSERTED IN 0 H-STUDS 0 OP D.C. Vz x 5Va' SUR-RSTUO INSERTED. IN Z k-STUDS 0 24' OA. SEE LINTEL SHEET FOR LINTEL SIZES OVER O✓ER ALL FRAMING w/ 6'W w/ WEST PALM B 48'0.C. WINDOWS AND DOORS. PRECAST UNTELS F • ! I ER ALL FRAM/NB W/ 6"W BY CAST-CRETE. (2 FIRECORE 'C �FIRECORE 'C ATTACH ALUM. BREAKAWAY ALL COMPOSITE BEAMS OVER WINDOW AND I CLIPS B TOP/BOTTOM OF I ALL ALUM, BREAKAWAY DOOR OPENINGS ARE TO BE &NOMINAL ROOF TRUSSES. CUPS ■ TOP/BOTTOM OF ROOF TRUSSES WIDTTHE I AND 16° NOMINAL SHALL CON. 35 a 36'-0' THEN NOMINAL HEIGHT SHALL CONSIST OF AN TOP COURSE !BOND BEAM BLOCK) 3'-8" T-0' w FILLED / 3000 CONCRETE w/ !N GRADE 40 CONTINUOUS HOR T LINTEL 4'-T 1a-5' /Z-0' B' 7 - AND AN 8' HIGH STRENGTH PRECAST DNTEL LOWER COURSE WHICHSHALL BE UNFILLED, UNA. FOR FILLED PRECAST LINTELS.USE T-9x If-C PAD COMP. 3000 ps7 CONCRETE w/�S" ALGREGATE. FOR CMg CONC. PAD P� REINFORCED PRECAST- LINTELS, USE GRADE CMU 40 REINFORCING STEEL 35 SH PROVIDE SAFETY GLAZING A7. TUBS. -TEMPERED 6080 .SGD �❑T 35 SH� EGRESS ALL WINDOWS OVER BATH TUBS ■ ■ ■ ■ ■ ■ ■. ■ ALL WINDOWS WITHIN 24'OF A DOOR SWING. P/C LINTEL FILLED P/C LINTEL FILLED P/C LINTEL FILLED ALL SLIDING GLASS DOORS - ALL FIXED GLASS L?ES OVER 30 SO. FT, ALL UTES WITHIN 18°OF THE FLOOR ANDll`74' ro ro INDIVIDUAL PANE GREATER THAN 9 SQ.FT. ALL SHOWER ENCLOSURES. 3V ^ BRKFST NOOK s oP GREAT ROOM MSTR BEDROOM 3/ " 3V " PROVIDE AFCIs(arc -foult clrcUlt Interrupters) 1N 5' 5Vq„ CARPET w/ 9-4°CEIL. I CARPET w/ 9'--'CELL CARPET w/ 9'-,'CEIL. ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-I2. THE A/C DISCONNECT WILL BE LOCATED WITHIN r-r r-7' 3 FEET OF THE COMPRESSOR. 45'W N '� SEE SHEET • WUFOR WINDOW AND LINTEL SCHEDULES .AND DETAILS. PROVIDE HEADER w/ (O 2x4 JACK AND _ (0 2x4 STUD. EACH SIDE OF OPENING ° !Z BAR TOP 3'-0 3'-P 4'-43s' (NO STRAPPING REQUIRED. UNAJ HDR TO BE NO SYP SEE PLAN FOR SIZE W ° ALL DRYWALL TO BE l THICK, UNA. w 3 M (n m CLOSET /2 P Z C ARCH CARPET w/ U '� SC DOOR • 20 MINUTE FIRE RATED DOOR, MIN. � VINYL n 94 CE/L m 61 ~' 3 STOP � VINYL w/ ARCH 81-0'CEIL OPENING .m OPENING PRESSURES 140mph BLKHD.ra PH PT. p WMS ? < < TO �Zkw n BLKHD.e VINYL R z aFF• n3o MSTR BATH STOP a ozW g 8'O'A.FF. VINYL w/ 9'--"CEIL •3520 / -3820 •297 / •34Z m 2-6 NQo a �. O60 EHNING m n 3 A ° < •F (5) SH •3520 / -4450 •3/J / 3WMS72 PWD g PWD � SQUARE' FOOTAkE.- ST. JOHN A s� 4 5, p14. CEiL Ist FLOOR LIVING 1382 SO. FT. 6t DRYWALL ON UNDERSIDE R � '•-R~ a 2f d FLOOR LIVING 576 SO. FT. BRG OF STAIR AND WALLS, CARPET FLOOR TOTAL WING 1956 So. FL 30Bo GARAGE GARAGE AREA 41/ 50. F7. r- ARCH 3'-I' 3 BRG �+ PENT �QqqNC. w/ 9'--'CEIL- COVERED ENTRY 16 SO. FT. 3, r v 9e" TYPE X' DRYWALL 'wa TOTAL AREA 2387 SO. FT. 3V'o WOOD HAND RAIL M VINYL o PRE -ASSEMBLED STAIRS, SEE r° o OPT. PORCH. 240 SO. FT. -i w STOP m DETAIL SHEET • STR � N W SQUARE FOOTAM E.JOHN B a - � DINING ROOM x Ist FLOOR LIVING 1300 SO. FT. CARPET w/ 9-F CEIL. h 0 20d FLOOR LIVING 612 SO. FT. l6'-91 FLAT OSB SOFFIT w/ OMF § TOTAL LIVING 1912 SO. FT. LINT L FILLED ON UNDERSIDE OF TRUSSES GARAGE AREA - 372 SO. FT. T 3-0 W/ ■ P/�UNTEL FILGARAGE w7 UDOOR W/ R_7 & B m COVERED. ENTRY 78. S0, FL ■ ■ ■ A ■ ■ - TOTAL AREA 2302 SO. FT. 25 SH s ■ ■ Fr CONC. PAL • ■ _ _ _ _ _ _ _ OPT. PORCH 240 SO. FT. A CMU T9 16'-01. h B'W DMF ARCH r'-4" 41-8" /,-If 351-0" LOCA ION OF STONE EDOTTEDJ 0 CONC. COMP. PAD aF i 3 N a S $ W x � w CLOSET m� ' S CARPET w/ § - 9-1?CEIL � Pno sl h CL 4 ,O � - � C3 LLJ \� V x 1 ■amnda. 6yelama. 400SAam, away r. P" 1'om n. P.E. yLicGuca ko 0050■e :r rtOOTTED] SHE Yr, ;:... 3 ST, JOHN BR 3 R ti ST. JOHN - AR � ti . ARE SUBPLA Eq r 7 A ALL PROP Eo W REQUj ANY CORRECT IONSORk CO Y B NECESSARY INSP ECTORS THAT MPLti WrrO ALC APPIICgQ(P O CODES, 3'-8' 7'-0' 4`9 10'-5' lr-a 9-7„ 7'-0' x 4'-0' CONC. PAD 6080 SGD �❑7 35 SH� 35 SH ` (; 7 i.. EGRESS 1 J ■ ■ ■ ■ ■ ■ ■ ■ P/C LINTEL FILLED P/C. LINTEL FILLED P/C LINTEL FILLED g. •. BRKFST NOOK —V GREAT ROOM MSTR BEDROOM CARPET W/ 9'-4CE/L CARPET w/9'-4•CEIL CARPET: w/ 914'CEIL ■ r-r 2-7" r-3Va' r-10j/4' b tv 45'W NOT I f tLILIDED • ° ° 12'BARTON ThI S PERMIT z yy — STOP ■ S h cu i h VINYL w/ 30 omkTkW n3o m 8'-0"CEIL OPENING PH PTA WMS TB o ■ a80 O VINMSTR BATH Sr"oP N o?w VINYL w/ SY4r CEIL H •R ENING z-6 a a� ro A' c �. ■ ',. m § w (5) SH WMS ' DRYWALL ON UNDERSIDE 4°a OF STAIR AND WALLS, CARPET FLOOR 30 r ARCHN 3 _Y BRG ■ 3'-�. 3V "� WOOD W000 HAND RAIL VINYL T •�-.. PRE -ASSEMBLED STAIRS, SEE I ■ STOP m DETAIL SHEET • STR U, 3-P ¢ 18'-3Ve". �x GARAGE 7�s DINING ROOM a "N CQNc. wi 9--'CEIL CARPET w/ 9-4'CEIL h Na �s'TYPE 'X'DRYWALL 16'-N ' _ . LINT FILLER - ON UNDERSIDE IDE OF ON UNDERSIDE OFTRI/SSES Jim ■ Twl 25 SH x_7'_-0'_0.H_. GA_RA_GE w/ T-9 LINTEL FILLED w/ (D'5 REBAR_, T_&_B 8W OMF ARCH ■PC _16'-_0' _DOOR _ _._■■■ D '-4 36-0' LOCATION OF T E PLAN MASTER - ON FILE i GENERAL FIRST FLOOR NOTES: a' zaa a a-e za'-0 c BEARING WALL [TYPICAL] -a la-8' -4° Id-8' ALL EXTERIOR WALLS SHALL BE CONSIDERED `p° BRG 2x4 "2 SYP WO. STUDS O SHEAR WALLS MINUS ALL WINDOW AND Of b O 16, OG ATTACH W/ Vz' x SJ' SUR-R-STUD OPENINGS: cv o _ ■ ■ ■ ■ P ■ ■ - - ■ ■ - W/ WEST PALM ® 48' OC. _ EXTERIOR WALLS TO BE 7 "CONCRETE o ■ P/C LINTEL FIUFD P/C LINTEL FILLED ■ P/C LINTEL FILLED P/C _ _ _ _ �NTEL FILLED. BLOCKw/ P.T.FURRING STRIPS IN A/C N AREA TOTAL WIDTH • 8je'', I B'CONCRETE BLOCK WALLS CMU EXTERIOR OPENING DIMENSIONS ARE TO o w/ P.T.FURRING STRIPS o M A/C AREAS FACE OF MASONRY OPENING. § L INTERIOR LOAD BEARING WALLS TO BE 2x4 b OPTIONAL tax KY COVERED PORCH W/ (2) I AREA M LINE PA WALL - a to �+ OPTIONAL 24' x Ia CO✓ERED PORCH W RTD 2- (21 P GYPSUM LINER PANELS § W O L® §: I � INSERTED H-STUDS 2a OC, l6'OC, SEE STFRAME UCT WALLS WALL SEE STRUCTURAL WALL SCHEWLE SCHEDULE . S C I � 3/q' AIR. SPACE -BOTH SIDES, AND SHEET • TRI I �' BLOCK PRIVACY WALL 2x4 FRAMED WALL 0 l6'OC.w/ m BLOCK PRIVACY WALL I 4 R-II INSULATION Ny0 /? DRYWALL 4 , INTERIOR LY:ON-LOAB BEARING WALLS TO BE i : ON UNIT SIDE - NOMINAL 3 MTL STUD, 25 ga.. UN.O. ALL WOOD. NOT SEPERATED FROM AND/OR IN DIRECT CONTACT WITH CONCRETE OR MASONRY ABOVE BLOCK WALL 0 ROOF TRUSS ATTACH lst FLOOR C-RUNNERS W/ ABOVE BLOCK WALL O ROOF TRUSS WPI670 2-HOUR AREA SEPERATION -s'x I'TAPCON 0 2a 0C. WPI870 2-HOUR AREA SEPERATION 'PRESSURE WALL w/ 0 r LINER PANELS WALL W/ (2) P LINER PANELS SHALL BE TREATED WOOD' INSERTED IN 2'H-STUOS a 2a OC. ATTACH IST FLOOR 2x4 STUDS w/ INSERTED IN 2'H-STUDS . 2a OA . %2'x 5V4'SUR-RSTUD SEE LINTEL SHEET FOR LINTEL SIZES OVER w/ WEST P R R w E ALAI M 48" O.C. E ALL F AMlNG / 6"W OVER ALL. FRAM/NG w/ W i WINDOWS AND DOORS. PRECAST LINTELS /fIRECORE 'C FIRECORf 'C /2 BY CA5T-CRETE ATTACH ALUM. BREAKAWAY - ATTACH ALUM. BREAKAWAY ALL COMPOSITE BEAMS OVER WINDOW AND CUPS c TOP/BOTTOM OF CUPS OTOP/BOTTOM OF DOOR OPENINGS ARE TO BE 8' NOMINAL ROOF TRUSSES. ROOF TRUSSES. WIDTH AND 16'NOMINAL HEIGHT,UNA. THE 16' NOMINAL HEIGHT SHALL CONSIST 36'-0' 35'-T OF AN 8'TOP COURSE (BOND BEAM BLOCK) FILLED W/ 3000 psf CONCRETE W/ 24'4' 7-0' 3-B 2a-4' T-G' (I)GRADE 40 CONTINUOUS HORZ.•5 REBAR AND AN 8'HIGH STRENGTH PRECAST LINTEL 9' - lz-d Id-S a-d -T 0=0' ld-S 4'-0' LONER COURSE WHICH SHALL BE UNFILLED, UN.a FOR FILLED PRECAST LINT U CONC. COMP.CONC.I COMP. o 3000 ps/ CONCRETE W/Yq" AGGREGATE. FOR PAD 7'-0'x a4 PAD 7'dx aG' REINFORCED. PRECAST LINTELS, USE GRADE CONC. PAD CMU CONC. PAD CMU 40 REINFORCING STEEL PROVIDE SAFETY GLAZING AT: � •TEMPERED EGRESS &5 SH ❑T 6080 SGO EGRESH SS �—+ 35 SH ❑T 6080 SOD a z ALL WINDOWS OVER BATH TUPT ALL WINDOWS WITHIN 2a OF A DOOR SWING. ALL SLIDING GLASS DOORS. ALL FIXED GLASS LITES OVER 30 SO,FT, ALL UTES WITHIN 18'OF THE FLOOR AND INDIVIDUAL PANE GREATER THAN 9 SQ.FT. ALL SHOWER ENCLOSURES PROVIDE AFCIs(arc-fau)t clrculf trNerru#ers) IN ALL DWELLING UNIT BEDROOMS PER NEC. SECTION 2I0-12. THE A/C DISCONNECT WILL BE LOCATED WITHIN 3 FEET OF THE COMPRESSOR. - SEE SHEET "WUFOR WINDOW AND LINTEL SCHEDULES AND DETAILS - PROVIDE HEADER w/ (0 2x4 JACK AND (1) 2x4 STUD. EACH SIDE OF OPENING (NO STRAPPING REQUIRED. U.NAJ • HOR TO BE NO SYP SEE PLAN FOR SIZE ALL DRYWALL TO BE V2 THICK, UNA. SC DOOR - 20 MINUTE FIRE RATED DOOR, MIN. CLOSET OPENING PRESSURES 140mOh: CARPET w/ 9'-4'CEIL Q 3520 / -3620 0 -29J / •39.7 � 0 W -3520 / -4450 313 / -37.2 SQUARE FOOTAGE: ST, JOHN -A Ist FLOOR LIVING 1382 SO. FL . 2M FLOOR WING 576 SO. FT. ti u; TOTAL LIVING 1956 SO. FT. GARAGE AREA 411 SO. FT. +� COVERED ENTRY ,16 SO. FT. TOTAL AREA 2337 Sa FT. w OPT. PORCH 240 SO. FT. V SQUARE _ FOOTAGE: E. JOHN B Ist FLOOR LIVING )300 SO. FT. d x • 2(xl FLOOR LIVING 610 SQ.. FT. TOTAL LIVING 1912 SO. FT. GARAGE AREA 372 SO. FT. COVERED ENTRY 18 SO. FT. TOTAL AREA 2302 SO. FT. OPT. PORCH ti 240 SO. FT. P/C LINTEL FILLED P/C LINTEL FILLED P/C LINTEL FILLED 3V MSTR BEDROOM GREAT ROOM STOP RK ST NOOK " 5Va" CARPET w/ 94 CEIL CARPET w/ 9'-4CE2 CARPET w/ 9'-4'CE/L 5 D V0 RTD � 6 JIMP ONe Mi 11 ■i. ALL „ y 4' 3'•P 3'•6' l2'BAR TOP c s gg \3 c CLO�401*11*SET PET w/ J080c✓u a' A 2 'E¢CElL ARCHvt OPENING IL VINYL W/ h STOP 3 ♦< W 8'-0' CEY WMS a pPT. PH n - -I - 'm ii44 ^_ a T B _ N8� l i m VINYL ocSiW i BLKHD.® o �Z¢w STOP MSTR BATH �a NN¢D VINYL. W/ 9'-4"CEl",�y,oX 2-6 aou5 Y., C � t n o 26 PWD 4 V eax 4•d a• 5'-d/a" OP �p JU o x 6'-0E O Q�j. W ...e.,,o....�"r.s N DRYWALL ON UNDERSIDE � A ,4� `� v' r OF ST O6RPE� FLOOWALLSf7�.ml. 1, 1 �..e.. B ,TYPE 9- LALL � m 3 3'-P EA H T-9' , lL j o in a 3'-r LU I� WOOD HAND RAIL o 3V C p TA a PRE -ASSEMBLED STAIRS, SEE -- o VINYL,,O O W DETAIL SHEET ' STR STOP oLJffTELFI DINT G ROOMCARPET W/ 9-4'CEIL FLAT OSB SOFFIT w/ DMFON UNDERSIDE OF TRUSSESil4005■...d.Sanl.rd F132RI 16'-d x 7'-0'ON. GARAGE DOOR wP/C LINTEL FILLED w/ (I) "5 REBAR, T & °' A . J�T c-0 T s DMu ].m nee P.E. 8°W DMF ARCH B.W DMF' ARCH ,yicanse7 OOSQeeB ""^� �, — — — — — — — — r.a r r a a e r a `�T-29 2W7 e -� LOCATION OF STOW LDOTTEDJ. - SHEETr LOCATION OF STONE ST. JOHN AL ST. JOHN - BL a a x THESE ILANS AND ALL PROPOSED WORK ARE SU 3JECT TO ANY CORRECTIONS REQUIR ED BY FIELD INSPECTORS THAT MAY BENECESSARY INORDER TO `. COMPLY WITH ALL APPLICABLE CODES. y 8 P CLNTEL FILLED 'JNTEL FILLED22'-2/25 P/C LINTEL FILLED P/C LINTEL FILLED 7 ro TR ''BEDROOM GREAT ROOM STOP VINYL—� BRKFST NOOK l L a w/ 9'-a CEIL CARPET w/ 9'4CE1L ■ CAARPET CARPET W/ 9'-a CEIL. - TD l2'-3�z' 9-11, aq �@ 'WALL N ■ A5 lZ BAR TOP ° o J LEI VINYL ■ STOP m N S ARCH VINYLioeo OPENING 8'-0'CEIL oai akka BLKHD ® 8'-O'AFF. WMS OPT. PH ... :�30 v ■ TB s "aP MSTR BATH c 4 o VINYL 9'-4" 308 w/ ILMM 2-6 OPEN PWD 41014 N ■ (5) SH �� WM M Nx a�d/a' 5'-d �U aos DRYWALL ON UNDERSIDE B' OF STAIR AND WALLS, CARPET FLOOR • •-- T BRG 41 -I 3'-r 3080 2'-9-%' EARCH 3'-P *1a\o v G /n o 3V ■ PE L SEET R STOP 3'-r 9-Ir 7 GAR9'-a p �Q EIL DINING ROOM WNYPE 'X'DRYWALL CARPET a -a CEIL Na h W/ PLATBFF ON UNDERSIDE OF TRUSSES LINTEL fl D T ■ ■ T I � �SL A .. ■ CONC. PAD 16'-0' x 7'-0° O. 1. GARAGE FOR w1/ �C LI EL FILLED w/ !l1 "5 REBAR,T & B p 9" — — CMU ■■ ■■ Vz' FIRE RET. PLYWD. MIA I T/PLATE A T/2nd FLR ill I FILLER W363 W3630 W3015 W4230 GFI OUTLET ANDDER BR CH UNAR W3612 12' BAR TOP TOP ;TI. % "� CAP w VENTLE55 (21 FILLERS (2) FILLERS ARCH .0 h 1A\jV RANGE HOOD OPENING END - ;o .p CAP a `P WALL MVG N 24' OL: 45'-2 ° 2'q Zo 2'-7 2._Y CE,gp w/AD 836 B36 642 B12 SB 4 . 4524 o DW B24 4'-ldVa' Y 9'-8 a° WALL A. KITCHEN ELEVATION B. KITCHEN ELEVATION C. KITCHEN ELEVATION BAR TOP 5, r END CAP r4 rc r- END ® ' ® SPLASH -CENTER D b COUTNTER TOP I WALL UNDER MIRROR MIRROR OPT. 2nd SINK SPLASH WELS FOR COUNTERTOP CONSTRUCTION a a 24" O.C. 2'-6' ONLY, NOT FOR FIELD USE 'M C. AND b ® I ". ENO i CYWALL.W/ y �� SPLASH IaF- UDS W/ WEST JPMT8VOG.W/ PED. SINK V30 V30 5'-r V30 . `Q� i(� � I 2".STL. C-RUNNER. ATTAC�,ED POWDER ODM MASTER BATH HALL BATH w/ x TAPCON o 24 O.0 - F T/SLAB SE UNDER TRACK & FOUNDATION DETAIL, S SEE SHEET • FTG u SECTION @ PARTY WALL 48'0 M4 1�� ° W s VN, � ,• ' .' • 10'-4' 16,'Ir 2Y-6' • $ W S. Ny 8 �E°S�iB s PRE-ENGINEERED ROOF 6 TRUSSES a 240G. d } � �w�� \ R-19 INSULATION . A - g�FAR R `. PREENGINEEI ED ROOF III ��' +� l TRUSSES ®4'O.C.. ;. V �'�.; 4 /P INSTldL. OPEN BAFFLE BETWEEN TRUSSES ah'MY_"+ 9 INTERSECTION POINT uk 2.5 O _ _ _ ALUM. BREAKAWAY CLIP' a TRUSS TOP CHORD. PRE-ENGINEERED ROOF TRUSSES a 24'O.C. ALUM, BREAKAWAY CUP a TOP PLATE ' FLOOR DECKING ON 16'PRE-ENGINEERED FLOC �YTRUSSES a 24'0C. i ALUM. BREAKAWAY CUP a TOP PLATE R-II INSULATION AND ON UNIT. SIDE III III k tt'� 2x4 1 ID.STU. �3 III III a /6' .C. �� IIII IIII E � - IIII IIII � W III III fIIF _ _ illl IIIT If. —IT III s f.l_I _II_I,I 2x4 AILER F A7F R TRUS ES N PRE-ENGI EERED ROOF 1 INI I IIII �I a __75 Z 2 C 12 /Or op art `.R I2 W ^ R-l1IN$ULATION ` ^ - .� 13 OPTIONAL 24' x /0' Q F 7p 1x° FLOOR DECKING ON l6'PRE-ENGINEERED FLOOR PRf NS ROOF ` 1 - PORCH In In O TRUSSES a 2,EO TRUU ES a 24"OG. r PRE-ENGINEERED ROOF a 24'OG. CT� T/aw F TRUSSES a 24'O.C._ R-19 INSULATION ro a T/PL4TE lly TTY V yyyW � Q o w TRUSSES o 24"0E. LORMER DEPTH \ J di 3� P.T. FURRING SN 8' BLOCK 5 ® � P.T. FURRING ON 8' BLOCK x A 2-HOUR AREA SEPERATION WALL w/ 01'GYPSUM LINER PANELS SECTION DORMER t MER I SERTED IN 2"H-STUDS a 241O.C.. AIR SPACE BOTH SIDES. AND gyp. MarondpSyalbmaY 2xFRAMED WALL a l6'OG.W/ R-I1 INSULATION AND Vz DRYWALL ?p yy aWsyhrondaw SanWrd lj.9iT7i. �" r , ON UNIT SIDE 3 i-{d%N"�iAMM ,.,.. �,/'•. T/SLAB II T/scAeFOUNDATION ,.� %^ DETAX, tPEk SHEET FTG ` - - _' PRE -ASSEMBLE D STNR.SEE i SEE SHEET STRsLicensew QQ F Ji, E-107 —07 f W SECTION @ PARTY WALL/DORMER BUILDING SECTION SHE . li s / U THESE PLANS AND ALL PROPOSED P 0 S ED WORK RK ARE SUBJECT TO ANY CORRECTIONS " REQUIRED BY FIELD INSPECTORS 3 ORS - . . THAT - _ MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. MASTER PLAN N FILE - ---�i�-E C0PY - GENERAL SECOND FLOOR NOTESr EXTERIOR FRAMED WALL ALL EXTERIOR WALLS SHALL BE CONSIDERED WU 2x4 •2 SYP O WD. STUDS SHEAR WALLS MINUS ALL WINDOW MID DOOR 0 16, D.C. AND %6'0SB - OPENINGS EXT. SI DNEq w/ 8G RING SHANK BLS m 4' O.C. EDGE, EATERIOR WALLS TO BE. 4'7#1CK,CONSISTING 6'O.C.FfEIID.ATTACH TO OF 2x4 •2 SYP. STUDS w/ Is'OSB FLOOR SEE WALL SECTIONS SHEATHING, TYPICAL UND. EXTERIOR OPENING DIMENSIONS ARE TO FACE _-HOUR EA SEPERATION WALL - OF .ROUGH .OPENING RTD w/ l21 r PSUM LINER PANELS INSERTS IN H-STUDS m24'O.C. INTERIOR NON -LOAD BEARING WALLS TO BE '"AIR SPACE -BOTH SIDES. AND NOMINAL 3 'MIL STUD 25 a. URA. 2x4 FRAA ED WALL m IC O.C.w/ PROVIDE SAFETY GLAZING AT: ❑ ON R-11IN ON UNIT .DRYWALL AND I SIDE I - ALL WINDOWS OVER BATH .TUBS.. 1 ALL WINDOWS WITHIN OP OF A DOOR SWING. ALL SLIDING GLASS DOORS.. ALL FIXED GLASS LIFES OVER 30 SO.FT. ALL. LLfTES ARGER ITHIAN 18 OF THE FLOOR AND IF III T. ALL SHOWER ENCLOSURES. PROVIDE AFCIs (aro-fault olraWt Interrupters) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 ALL BEDROOM WINDOWS ARE CONSIDERED EGRESS UNLESS OTHERWISE NOTED SEE SHEET • WL FOR WINDOW AND LINTEL SCHEDULES AND DETAILS 3520 /.-3820. '29T / -3520 / -44.50 �D 30 / -372 0 r------------------------------------i b N 34'-C2z 12'-IPA, 8'$ r 11`412' HALL 3%z' CARPET W/ VAULT CEIL BEDROOM *2 N 3'-r M BEDROOM "3 CARPET w/ VAULT CEIL CARPET w/ VAULT CEIL M . _ - _ -—_ — _ io _ 4'O' 3 5" 5 � 4'-41/' 3'_5, 4'_0' NmPE Z W h 3-0 BIFOLD 3-O BIFOLD 3-0 B/F IM BIFOLD y LD `V n WARS WARS WMS WARS 3568 3568 OPENING 713/3z' OPENING 5'-0/q' 3'S 1 3�z' 3'-5" 4'-3%z' 5 HALL BATH ° W6 2 VINYL W/ VAULT CEIL W6 RESS 25SH_ _ _ — — _ _ _ _ _ _ EGRESS — --— JE5 A A 4'-O' 4'-0' 18'-6/z° 4'-0' 4'-0' III ow*rcr W1 Vr Lt ccm WU ?r I M Z i 4'-0' 3'-5" 5'-6'i'4' N W � Q J 4'-IO%e' - y Q m y 3-0 BfFOLO 3-0 BIFOLD o 4-0 fFOLD 40 BIFOLD W Sy WARS WARS WARS O 44b OPENING 3-r dJ —1 �'ftLi 31-51 ON lifier a_ ALL BATH. VINYL w/ VAULT CEIL Maroc da"":eWa 4005 M8;onda Way.. A'r W6 I 9anfordyfL,32771 (IOjf24b4 25 SH ---.EGRESS_^------.---------—`-----------L a .' A '- — �4 r_ Y' «ak&- F ST. JOHN — BR— ST: JOHN — AR ":L uo.0AN68 ST. JOHN BL c OPP. HAND ST. JQHN AL 7 DPP. HAND 07,z60r •' '+ a y�� SHEET: .,..$ 4 4 - THFSE PLANS AND At I PROPOSEDWORK - - - ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO - - COMPLY WITH ALL APPLICABLE COOER. m to uupy GEEN RA SECOND FLOOR NOTES• L ALL EXTERIOR WALLS SHALL BE CONSIDERED SHEAR WALLS MINUS ALL WINDOW AND DOOR OPENINGS. EXTERIOR WALLS TO BE 4' THICK.CONS15T1NG OF 2x4 •2 S.Y.P. STUDS w/ %s' OSB SHEATHING, TYPICAL UN.O. EXTERIOR OPENING DIMENSIONS ARE TO FACE OF ROUGH OPENING INTERIOR NON -LOAD BEARING WALLS TO BE NOMINAL J%' MIL STUD, 25 gG. U.N.O. PROVIDE SAFETY GLAZING AT: Q • TEMPERED ALL WINDOWS OVER BATH TUBS. ALL WINDOWS WITHIN Of OF A DOOR SWING. ALL SLIDING GLASS DOORS. ALL FIXED GLASS LITES OVER 30 SO.FT. ALL UTES WITHIN 18°OF THE FLOOR AND IF LARGER THAN 9 SO.FT. ALL SHOWER ENCLOSURES. PROVIDE AFCls (arlult droult interrupters) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 ALL BEDROOM WINDOWS ARE CONSIDERED EGRESS UNLESS OTHERWISE NOTED SEE SHEET I - WL FOR WINDOW AND LINTEL SCHEDULES AND DETAILS OPENING PRESSURES I40m217: N i,$520 /. -3820 •29.7 / -34.7 '.. 1.1 0 •3520 / -4450 -30 / -37.2 EXTERIOR FRAMED WALL, WU 2x4 •2 SYP ;ST A /B'OD, AND /5°OSB EXT. SIDE W/ 8d RING SHANK NAILS a V O.C. EDGE, 6'O.C. FIELD. ATTACH TO FLOOR SEE WALL SECTIONS 2-HOUR AREA SEPERATION WALL TO w/ (2)/GYPSUM LINER PANELS INSERTED IN H-STUDS a 24'0D, 'AIR SPACE - BOTH SIDES. AND 2x4 FRAMED WALL a 150.C.w/ R-11 INSULATION AND %z' DRYWALL ON UNIT SIDE a k� N x 5; y/; NOTINCLUDED 5�,' ON T.W �s 36 G _ ,�tt 35'l0/a° 34'81 � £�� g 4° 12`1 81-89 lY4l' HALL Y/z" 3%i HALL /z o NMI 3-PLY FIAT GIRDER C PET iv/ -PLY FLAT GIRDER. CARPET w/=Ap o BEDROOM "3 ? n icy BEDROOM 42 t, BEDROOM '3 '� F) W • 3'-/" '� BEDROOM *2 4 � QQ ti2��WW y m CARPET w/ VAULT CEIL M N CARPET w/ VAULT CEIL •F CARPET w/ VAU T CEIL N E L N CARPET w/ V MILT CEIL i 6 a wu M � I Zi _ _ _____ ____ _ __ ___ n of 3'-5 4'-0' 'r-a 5'-6'�q' 3'-5" V) 4 - 4-0 BIFOLD '.. 4-0 FOLD a 3-0;SIFO' t8IFO4 3-0 BIFOLD 3 BIFOLD 3-0 BIFOLD - 3-0 B/F WMS WMS OPEN�NG `� WMS OPENINGWMS. WMS OPENl�NG '. O O W 3PLY FLIT GIRDER p3/dz" 3 LY FLIT GIR t R pJ/,' 2 o OIN S 1 5'd 4 J'-P 4' 4'-3Yz" yT 4'-3%z' 3'-5' l3 3 3'-S 4'-31/z! - ¢ nIS PE3'-5' MWqALL $ATH § a D HALL BATH b a MeronCe systems I VINYL w/ VAULT CEIL 7y' VINYL w/ VAULT Cf/L Zo 4005 Merolla Way .,.,"°• San(fppoq TL92777 25 SH 25 SH 25 SH J. _ _ _ _ _ _ _ _ _ _ _ _ _ _ EGRESS : EGRESS ,_ _ _ _ _ EGRESS 27'•I01 q° 4'-0' 4'O _ Tomas onoc P.E. License No dO50066i ST. JOHN AL ST. JOHN BL ` Jt1 M)7 Ab7,, str��T: :: . • ,,, a 4L THESE PLANS AND ALL PROPO5ED WORK ARE SUBJE CT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NE " ESSARY IN ORDER T0. COMPLY WITH ALL APPLICABLE CODES. L PRODUCT APPROVAL INFORMATION SHEET FOR FLORD/A PROJECT NAME. PERMIT # PROJECT ADDRESS: As raduired by Flardla Slanda 553942 and Fkrdla AdMnlmroft" Cade Rt,72.1'Isaw p-ovlde be /darnaff. aM pro plum Wvvaf f~s/ for Its bmang amyoeNs flaw e5/M as apXlove to the bAlding "WrumIm polem for tie perMM nlmLbr IleMd mMvarau ahuld mNamyau product sµVIN NYw do M kmw tM ud ad nmekr far my of the agdlcade /!sled po9uc}s/Mwmilm repardlrg NmaMda alum am Oe omdmd m, Category/Subcofegay Manufacturer Product DescrfpNan Umltatlon of Use Sida # P�resfOur AEATERIOR DOORS I. Swinging Plastpro loo. Flbergfass. Doors Evdualed far use In laaslon, FL 6729J • 50 / -50 catering m Ile Portia &dlding Cade and Mere prassre re4Wremnes as dMarMnea ty FL 67295 • 50 / -50 XS£ 7 Mtdmum Oas/gn 1ptls For RWlding and' Otte, Strumures. 7 Ilg Shnaftn/Nonandex X FL 59791 • / - 0 Flordlo Extruders Sllding attars Coors Mllestorie 1000 SGD FL 45J •45 / -45 3.Sedfaul ., 4.Rd/up Wayne Dalton Garogs Doors 130 16' As Indicated to evaludlon FL 224 •27.0 /-29.0 8000 & 8/00 e' repo^/ and I s}affdlon F/ 222 •29.3 /-293 GWG Lbors 140 16' drowings.Not to FL 4965.47 34.4 /-383 8000 / ' be used In HVHZ F1225 37.0 /-370 B. WINDOWS LSinpta Hung H-R Windows 00 Fin SI/Ide Pis 40-17 72x74 Hr45 FL5089J •45 / -45 Ddwld Window Ca 4/ Flange:FI' SJi FL 2752/ •55 / -55 Flordla Extruders M//eanne 1000 m FL 42J W5 / -05 2. Hwlzontal Slider 3.Casenent ' 4.Double lung a Fixed H-R Windows - F1rrFrame Flxed34 437.436 IlIX63 F-C60 3/l FL 12912 •55 DdZWld WlydaW Co large Frame Fixed Tempered Gass FL 2349J •70 / -70 Flcv'dto Extruders iles/ae 1000 Fixed Fla e & Fin FL 44J •45 6.Awning T Possthr h 8.Pra acted 9.Mullion H-R Widows Mullions Evdudal her uae In lesdew FL 5782 •45 / -45 adterllg fo YM Floral. RWIdlrg Flara}a Extruders Milestone Tube Mull Cade and whine pressure raaWremaMs ore dMe-hind el L 3/.,L-R Fin Or Flange acsE 7 M/Nmrm asla, tends Tar atlllohV and afar Strumaex IO.WW breaker 11.Due/ action 12.Otter C. PAY WALL LSid/ng Owen Corning Norandex - Summit his Evaluation Is rat for FL 920J •NA / -1 22 y �,;,,. Mann Ob/ 45 Dutch se within the FBC hVHZ or Lap Education FadlNles wffNn Reynolds - EosY Street ON 45 Dutch Lap he State of F/arala.VlnN/ Iding is limited M Type V FL 920.7 •NA / -152 rudla,as defined balm ection 6025-TYPE V ONSTRUCTION Type rbratrudion is fh ryrypa d' onstruction In which fhe ructural elements. exterfor alls and Interior walls re of ant material permitted by j�large is alld an�f subject profile trade none is urrerd on the VSI vf* Sidl arfffwlan Pr ram. 2.Soffit Asco Metal Corp I6 Vented Soffit Far use as soffit &*.Not FL 4459J 467/PSF Quad 4 Aluminum far use In HVHZ Cdegofy/Subco}egory Manufacturer Product Description m/totlm d Use Stone# Pressures I.Asplof shingles .Owens CarNrg A #Vff Shingle This oval net for use In FL 3663 Ridge Vents hie All FBC sections FL 234 thin o M aunties exoe/x Browar and Mfaml-Dade must be,fdlowed 2Undulaymerfs ' 3.Roafl fastener 4.Nonstructural metal rxf 5.8ullf-up tact! 6.ModNteof blfumen powlass Two layer torch darn Tie max dsslgn pressure f FL 1654E the selected asse�/y shall FL 16549 meet or exceed the Zone I design pressure defermined In accordance with FBC cMpter 16. 7.57 ® tali 9 nwldlon IO.WaiK Goff �i 1. d sit /s/gkas 12Rodling slate 13.UgUld applied oaf/ 14.CemMt-adteshe coots 15.raof m- w/wIve ; Pawl! roof 17.roofNvents Owens Co•Mng rtongo olvbrdZed metal roof This Pm�mal net for use In FL 5289J lac. ant ihs ZA/I F8C sections FL 6103J Lamalxa tbd a�lv to count/es excel Brower and Mlam✓-Dade must be followed. FL 37925 E. SHUTTERS I. Storm Panels }um SI.vNers,loo 5L Rnnel GaN. St/ This product may any be FL 55471 50 PSF StaFfn Ina}alled an concrrde,follow &D Manufacturing concrete black or wood substrates. This product FL 2773J •47 / -50 Is NOT suitable for All American Installation In its High lenNers.lnc. Velociy Hurrfaane Zone. FL 393J F. STRUCTURAL COMPONENTS United Steel gers Etc. Products crtguned 1.Wond conredor/ancler Subject to llmitdlon and Installation instructions LRI 565. 9,S`72 ea "tors specified In NOA 05-0I05,0 6,8/5,8/6 17 81 819, zz2yyb.a�i. 2478� 3923.4928. 5631.6223 2.Tr(t&8 pates MNaC Industries Inc Truss Cannedors No UmNdfon of Use. R FL 2I97 Rl 3.E Rained lu ARa! 5.0 gfisfreezers e admIxf 7.Maf k/ a.lrsddlon farms 9.P100W 10.Deak-roor //.Wall 12.SWS G.SKYUG S I. Skylight 2.Other H.E�E�pEEppXTERIOR PRODUGi5 2 40b6nda MsrSY dMY y. -�aiiNoMLP[� - N,1y In addINM ro auWalnp th obwe flat of murarraalwara,~ desrl/Wm aM State aparmd NrMer far hie pratuats uaea an mts pp/ect,N Is the Conframa's or AUHor/Zed AcaYs net 1b#hy to have a egtble an, of can mvMcMur°/s d Instrum/aaa d Its 73 ,,.,(�7)321 .^ X/ftf with list dYNaan the Jab Nye aalaba ro I6a lnsv�a• >,�.i Thr produafe lland baluv did not deff"no/e product app-ed m None of plan revlsv.l ualydarxf Nei berm 1 produaf tan be 11CW. ^ .� Net AI of 0 subMNm for review far atls AWW/eee and appraed b/ Ile Rana ExdWW.TNS form will be revlaed ro /sIxf. eaM new product in iN cdf tad //Mad above and will be NOW~ to IMfcme hie new praduds arA'.died Infa-naa/m ,.• �. '1 Tomas Ponce P,te. �-` Amwtzed Pmlem A�eln License 4o 0050088 (Caframar V LbNgn Praress/owll (P`m Natal f5/gmNre) OPT �y�20Q% awnpoM Na+ie ..... - Malling Addf�a� W hh SHEET: A GNy: Slafe: Zia. Cnfn T"fa,' mabo''t t Fax Numbara Cd/phve Adlnbx,( I E-mall Addrue:. LL THESE PLANS AND ALL PROPOSED WORK - ARE SUBJECT TO ANY CORRECTIONS. REQUIRED BY FIELD INSPECTORS THAT may RE v. erer.SARY IH 6RO-- COMPLY WITH ALL APPLICABLE CODES,.