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HomeMy WebLinkAboutBuilding PlansTHESE PLAN$AND ALL PROPOSED WORK - ARE SUBJECT TO ANY CORRECTIONS REQUIRED -BYFIELD INSPECTORS THAT - MAY BE NECEPARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, f 9 r FIBERGLASS DMF ON LATH/FRAME \\ SHINGLES �— PANEL SHUTTERS �HOR/Z. CASING BEAD a BLOCK/056 10STONE RETURN W/ J-STOP a EDGE DMF ON BLOCK ST. JOHN - AR RIGHT ELEVATION 9 �_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I - 2.EAVE & GABLE OVERHANGS JOALUM FASCIA AND SOFF/TS.PLUMS CUT WITH LEVEL RETURNS. 3.%p'MIN. THICKNESS DMF OVER LATH/FRAME AND %{ MIN. THICKNESS OVER BLACK 4.DMF/STUCCO INSTALLED OVER PAPER -BACK! LATH AND HOUSEWRAP a ALL EXTERIOR WOOD FRAME CONSTRUCTION. 9' to I ETCHED DMF BANDS TYP.ETCHED KEYSTONE I I SCALE ' - T-0' OFOI I COVERED PORCH I MFW DTH 4(Y[ [SHADED) (3)770-D LOMANCO OFF -RIDGE VENTS I FIBERGLASS SHINGLES i_ — — — — _ _ — _ — _ _ — — L7�A17 �! �I/ATInA/ I I I I I I — — — — — — — — — — AL 24 x /0" D PORCH - ... PERMIT, I I I I I I I I I I I I I I I I I I I I I I I I ST. JOHN - BL FILE C /2 51 OMF ON LATH/FRAME /2 JIG FIBERGLASS PANEL SHINGLES SHUTTERS HORIZ. CASING BEAD a BLOCK/OSB l2'STONE RETURN w/ J- P a EDGE DMF ON BLOCK ST. JOHN - AL LEFT ELEVATION L31770-0 LOMWCO OFF -RIDGE m m - - - -NOTI,IV�,,�UDED �oN THIS PERiutrr I I I I I 1 ( I I I I I I I I I I I I I I DMF ON BLOCK ST. JOHN AL NFWIDTH 4 ISHADATDEX PANEL SHUTTERS o - Q W O W O] W LZ � 2 � 4 m v M 6'W RAISED DMF BAND Z $ T/BRG. HOT. _ FIBERGLASS SIM. STACKED VENEER, FULL w W EYSTONE Lk T/lst FLDOR SLAB ST. JOHN - AL ST. JOHN - 8L FRONT ELEVATION ST. JOHN - BR ST. JOHN - AR I Mmonda Syatema 405 Ma,onda Way SarkrO, Fl. 32771 MO713tt-OOU Ponce P.E. Lima. No. 9050088 J UNE 07, 2007 SHEET., ��/%- l0 1 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE RDER TO COMPLY WITH ALL APPLICABLE CODES, ■ io $ /n i R 4 0 � G x a � � tv ZD � ti Y4 i MASTER PLAN ON FILE FILE Opy 2LUDED GENERAL FOUNDATION NOTES: r`ALL FOOTING REBAR SHALL BE CONTINUOUS •OTINl21•5 BARS GRADE 90 STEEL w/ 3'M/N. COVERAGE, UGRALL VERTICAL R BAR GOWN INFOR DOWEL AMR /NF EMENT REBARANDBO DBE ORC,`- iHiSHALL BE 5 BARS GRADE 40 STEEL PLUMBING PASSUNDER OR THROUGH A FOOTING SHALL E ENCASED /N A PIPE P4'x 24'x 12'DEEP CONC.TWO !21 SIZES ER THAN THE PLUMBING FOOTING W/ (3) 15 REBARPIPE.EA WAY. TOP FOOTING TO BE■ -INDICATES kILCED CELL WITH REBAR MBELOW FLOOR LEVEL ❑ - INDICATES FILLED CELL WITHOUT REBAR 24' x I6'x l2'DEEP CONC.ALL CONCRETE ROUTED CELLS FILLED FOOTING W/ 0) •5REBPRW/ 3000 A51 CO CRETE SHALL BE EAWAY. TOP FOOTING TO BECLEAR UNOBST UCTED CONTINUOUS8'BELOW .FLOOR LEVEL3' x 3' MIN. CEL 'w/ U1.5 BAR GRADE TI lL�pry$AT F TING LINT L STEEL PROVIDE INSP40 STEEL S 00 EON G ROUTED CFISTACK.HOLE AT BOTTOM 29'-d Id-8' 24'-0' 24-0' 7D'-8' 24'-0_dRE%E SLAB: 3I/p'DEEPPOURED2 µsl CONCRETE SCAB w/ l0'-B, l0'_B+ 6x6 /0/ Wl E OR FIBER MESH ON VISOUEEN -8° l'-4' ld-8" ld-8' Y Id-B Y4 VAPOR BAR IER, w/ ALL JOINTS TAPED 8' OVER CLE CO PPCTED f2000 /uf, M/NJ ryryffY TERMITE T EATEDFILLL___ __J I -.____I-______ _�FOR INSTA TibW OF GROUND ROD. } �1 �+1 SEE TYP.0 NC.ENCASED ELECTRODE ic LSIMIi `� V 6 y S/M.i ---DETAIL SH FTG IA4N THIS ■ . I PER paw' I �` $ 1 THIS � p" R M IT I I �' th � I PER R.p ■ \ $ I A2. � b' a SEE DRAWAl G • FPl FOR UNDERGROUND $ {irtl +�•rt b Qh ■f �+ �!�• �Y'I• $ a I m PLUMBING D A ECH. CHASES FOR i a i LOCATIONS OPTIONAL x la a' z COVERED RCH I4P'-0- N J6'-O' 35'-d 5'-4" 3'-Ir 7'-9 Y4 3'-r 5'4 61-8' 514 3'-f 7'-0' 3'-,r 3'-P T-O' 3'4 5--,r 6'-8' 5'4 314 31--f 7'-d 3.4 51-17 6'-8" 5'4 4'-81 8' 7'-0' x 4'-0" PAD T-0' x 4'-0" CONC. PAD Y-d x 4'-0' CONC. PAD_-___ T70'Cxp4,jCONC. • •- . - • • • •. • • • . o .. • • • • --1 •i• • -7 ________ r-- _____ _ _ _ -- ,. __ ________ __ ______ ___� ___ .s_ _____ S �' --- -- _- PTG FTG 1 3 -0, FTG .FTG l4' FTG FTG-7 35 1 1 FTG FTG 32' IT— 1 • I 35'-0' 1 2'+d I 33'-0' f 331_V zl Ib' I 35'-O' 11/z'RECESS a SGO I.. *R,• `*�. A� "+t�.�.+?Y;'w If R d'' - r E to 2'Ip. � 0%RECESS ® SGD 2 - hbAa �✓ C t C I. 1 Ustv;•.W . I c Pn't a a_ a+- Ra FTG SIT a FT i ST. 9 - ST. JOHN R V . r4 16'-'Y/z' IT -4' - f5''3%z' I h4 I IS 3/z ■ 36' x 36' x l2' DEEP r-I FOUNDATION w/ (3) K 'd/z' 15' 3%z' abi l8'-Y/z' M • 36' FOU 36' x 12' DEEP RATION w/ L' r, 36' x 36' x l2' DEEP FOUNDATION w/ 13) I 1 05 EBAR EA WAY ` 5 REBPR. EA WAY I I •5 RERAR EA WAY Az FTG • / fTG I ! / ! I I. • I8'_� • - lT-S/". ' I 17'-3Y2" a �- L-- T b F I _� -- -- - - - - -J _� , - - ---- - ---I I Frc FTG '0/z lr'rP ll'-lf z- • 1 o I Y'4" F r Y_q L - o- - _J Y-IP �!' y I I �p 3G 36- x 12' DEEP �'' I / 7 1 FTG I I 1 I i� / I I III . FTG I I FTG 1 I 6 �' 1 _#' :� / I I W FTG ^ I FOU RATION w/ !31 1 11 I I I FTG j I 1 j I `5 EBAR EA WAY G I 1 • 1 FTG f I w o I H I 3' x 36' x /2 DEEP L NDATION w/ f31 I I. w - a I i( I 36° x 36' x /2' DEEP I FOUNDA ON w/ f31 I I •5 WAY I 1 W H REBAR EA WAY H. S REB EA H p2 • a FTG FTG I F7G I FTG L �.. I L j j n h cV A2 B 1 A2 B I B A2 1 1. 1 O2 i FTG SDO i I. I FTG SOD I I i SOD FTG 1 I. R i SDO FTC o N N FTG I I FTG o I I FTG FTG I I FTG • a_ _ _ L_- __ ___ ___ _ __I m L_________J L ____ 1 W I_______ ____ J L_ jFTG R • • • •�.. - - '—_ • • ■ • ■ ■ g ■ • _ _ ■ ■ • 6 • I FTG 4%" ' —' - — _ • • a 5' Id J' RAIN RISER l4 W-8' r-4• 8, Y4 4'-8' 1' 'RAIN RISER 31-0 L to • _ — _ _.._ _ • • l6' d 5-l0' -4' 4'-8' Y4 1 16' 8' i/ %4"RAIN RISER !'4 -'RAIN RISER l'4 1' 1p IC_p. IT'-8' id-0' Id-0' fr 8' laa r-0' l8'-8' ?,-IF 27 8' 7-If 20 7 V 27'-8' l8'-8' 36'-0" - 351-0' 35'-a h 8 3'6' x 8'-6' CONC. o COMPRESSOR RESSOR PAD 'g x �dI Y 3 20 2 % g $ Q � a0 ♦ P 4 w =o �yyzFLdzm dQ mnde War once P.E. 1):Mo o SHEEt � 2 ' 4 2 11 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECTTOANYCORRECTIONS REOUIRED BY FIELD INSPECTORS THAT . MAY BE NECESSARY 114 ORDE R C MPLY WI TO 0 7 H ALl AP P BL ECO D E 8, L 9o-ol-zo DasiAaa ti a$ w m N c Ll- —1 At w LU32 2 wyo-dx w'�d Ww Wo�'� Wi w�m� w� �gvwwivwxi �z cW.ti duo BEARING WALL CT%PICALI BRG 214 '2 O SYP OUPIOS 0 ^I6'OD ATTACH w/ %p x 5J'SUR-R-STUD w/ WEST PALM as r-a O.C. 8"CONCRETE BLOCK WALLS CMU w/ P.T.FURRING STRIPS 0 A/C AREAS 2-HOUR AREA SEPERATION #ALL RTD W/ (2) I' GYPSUM LINER PAA ELS INSERTED IN H-STUDS 0 2.F OC., 3/4' AIR SPACE -BOTH SIDE;. AND 2x4 FRAMED WALL 0 161OC w/ R-Il INSULATION AND Y2' 0 VALL ON UNIT SIDE ATTACH /at FLOOR'C-RUNNERS W/ /76 x Y4'TAPCON 0 24'O.C.. ATTACH 1ST FLOOR 2x4 STUDS W/ %x 5%4'SUR-RSTUD W/ WEST PALM v 4B'OC. MASTER PLAN ON FILE Uniiin %0vpy iz $ WINDOW NOTES 3 wo ¢ C w `5= NOTE 0 %2WIDE2 FASTENERS IN HEADERJAMB NOTE 61 6 HIGH 26 4 FASTENERS IN EACH 51DE JAMB ° we� ? 'O� 3 w e FA.WIDTH IS FROM JACK TO SILL ` CAS RET� UNTEL SCHEDULE o NOTE 2 2 WIDE:2 FASTENERS IN HEADER -JAMB Nw �_ °� w o 8i ¢ i $ FO.HEIGHT IS FROM SILL TO BEAM. NOTE 3) 3 WIDE:3 FASTENERS IN HEADER -JAMB NOTE 71 438 WINDOW INTO FRAME OPENlNG:410 X ' � x ° Q ° M.O.WIDTH. IS FROM BLOCK TO BLOCK. SCREWS APPLIED AOS 7PLFI SAFE LOADS owwW� v; q,_ -a a "w w MD.HEfGHT IS FROM UP OF SILL TO NOTE 91 2 HIGH.-2 FASTENERS INfASlOE JAMB uNHDEL. LENcrH flPE cRavlfl uPUFr cRAvnr uPUFr COMMENT w 3W��mwN�m�m ' ❑m¢ x ¢ N Y NOTE 5) 3,4AR 5 HIGH:3 FAST.EASIDE JAMB NOTE 8)SGD FASTENED WITH:a10 1%'•PANHEAD ALL HOLES x xzo oy a w ah zti m p PRECAST. SILLS 6"X l "ANCHORS EVERYHOLE F-F 8RF22-oH/ 3N 25 5743 2442 RECESSED �W �m="m�c�av:xh�j m�?�2 w� 3 c�ooW ti ¢ Ist.DIMENTlON IS ALWAYS WIDTH. UNIT OF MEASURE IS INCH. - w� �o;= �wcMc,�� wm: ��. �� 30�� \ w 2 4'-6' 8F24-0B/!T 393 660 4576 4292 wx w gw�B� xoruw owCNpp=�2 of m = 3 7'-6' 8FI6-OB/IT 485 323 21532 1634 x w NORANDEX SERIES` 1M01437-1F01438 WINDOW SIZE CHART x w w�23 ��=w �u�i �3co t�`ti' noN owe a~'O �Wzi ��yi ATTENTION SERIES 5001502 SGO DOOR OPENINGS . �O� CW�Doa\ g�g`�wo ffl�Q �WINDOW. FASTENERS ANDULES FOR EX SIZE M.O. FAST. 4 5'-!0' 8F24-0B/!T 485. 323 6034 3295bQyy yy w2 oW2 af'u Lw oo m AST-CRE E LINTELS 6080 752X 974: 8 5 5'-10' 8F24-0B/Ir 485 323 6034 3295 W 0�2I1-�°:S��w� ¢ 33 ¢ � ":'.. w� ¢`mo o DIRECTLY FROM TABLES I 6 IT-4' 8F36-IB/!T A 113 l67 2047 I470 GARAGE In3'm ��3tiowo$�an�� Q. `h. ��y tiM ,:m� ao?x y SUPPLIED BY THE RESPECTIVE 1 SERIES (MO)437-(FO)438 OPENINGS :' B 493 426MANUFUDE© PROVIDED FOR CONO ARE SIZE SINGLE M.O.FAST. DOUBLE MD. FAST. S12f SINGLE F.O. FAST. DOUBLE FA. FAST 7 IT-0'. 8F8-OB/TT 107 150 540. 470 PORCH ON y� MM� PROVIDED FOR CONVENIENCE ONLK fl yEn�AIT. 25 37 qX 63 2,5 25 361 x 621 7 8 l2'-0' 6F8-0B/1T 190 220. 540.: 470 PORCH PERMIT 35 53 8 X 63 2S o 9 1" 8F8-0B/IT l07 150. 535 530 PORCH 24'-0° 4' l0'-B' 24'r0' 4' � 4' 24-0' IO'-8" ¢ 29'-0' M • _ _ _ _ • - la B N �W �" Or� I g(JCInO 22� T a y�/FakjlOH- X!D�` OPTION Ur),"' NAL 2 4W •CdR�B f�R �. ■ lCVEREOrR9RC T p�f a �N ��wN W a i9 lai ON O PEA l 3'-6' x 3'-6' CONC. COMPRESSOR PAD TTYPJ 6 lu low �W QZ CD 00 � g o o CMU v, �n ma ti z � � � W Mamnda Systems 4005 Mamnda Way Sa:da:d,FL32771 (407)321-0064 Toy" P E Lksns. No. 0050668 - 'JUNE, 074007 - h 6 SHEET: 8 304 a THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TOANY CORRECTIONS ' REQUIRED BY FIELD INSPECTORS THAT MAY SE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES: _ v I MASTER PLAN I ON FILE 'I GENERAL FIRST FLOOR NOTES: 4 2f a -a 4 24'-0 Ir8 Id-8' !'-4' Id-8' Y BRG BEARING SYP W STUDS la-8' r-4' la-8' 1, ALL EXTERIOR WALLS SHALL BE WINDOW AND SHEAR WAL15 MINUS ALL WINDOW ANO DOOR `�60 O Q !6' OG ATTACH w/ - OPENINGS c� _ ■ ■ — _ _ _ _ _ ■ ■ Viz' x 5�t' SUR-R-STUD - Y w/ WEST PA M ®48 O.C. _ _ _ ■ ■ _ ■ EXTERIOR WALLS 70 BE 7�'CONCRETE o P/C NFEL iPALLED P/C UNTEL FILLED • > P/C LINTEL FILLED 6 P/C LINTEL FILLED ■ BLOCK w/ P.T.FURRING STRIPS IN A/C � �� � lip c e'^� + R r AREA TOTAL WIDTH -8-%' (r CMU 8'CONCRETE BLOCK WALLS' pl M iVi 4.✓ lim em' Ow/ P,T.FURRING STRIPS EXTERIOR OPENING DIMENSIONS ARE TO v A/C AREAS FACE OF MASONRY OPENING. ■/.�� T �.Aa� ,y,� `I. OPTIONAL 2-CO RET .`i1a/ fir �� a 2-HOUR AREA SEPERANON WALL OPTIONAL 24'x !0'COVERED PORCH a NOT INTERIOR LOAD BEARING WALLS TO BE 2x9 W RTD INSERTED IN H-STUDS R E V OL, j b' - ' ' C L U D E WOOD FRAME WALLS w/ STUDS M 16O.C. SEE STRUCTURAL WALL SCHEDULE 'Y4' AIR SPACE -.BOTH SIDES, AND SHEET • TRI 2x4 FRAMED WALL & 16'OY2D. w/ o f ON TH S. PERBLOCK PRIVACY WALL IL R-IIINSULATION AND "DRYWALL BLOCK PRIVACY WALL �I 'V' INTERIOR NON -LOAD BEARING WALLS TO BE ON UNIT SIDE NOMINAL 3%. MTL STUD, 25 9a., U.N.O. ' ATTACH Ist FLOOR.4-RUNNERS w/ ALL WOOD NOT SEPERATED FROM AND/OR IN ABOVE BLOCK WALL c ROOF TRUSS. -Xs x -Y4'TAPCON.a 24"O.C. ABOVE .BLOCK WALL @ ROOF TRUSS - DIRECT CONTACT WITH CONCRETE OR MASONRY I WP/870 2-HOUR AREA SEPERATION WPIE70 2-HOUR AR A SEPERATION SHALL BE 'PRESSURE TREATED WOOD' WALL W/ (2)r LINER PANELS ATTACH !sT FLOOR 2x4 STUDS w/ WALL w/ (2)YLINER PANELS INSERTED 1N OH -STUDS v 2-POD. %2'x 5%4'SUR-RSTUD INSERTED IN 2H-STUDS ® 24'O.C. SEE UNTEL SHEET FOR LINTEL SIZES OVER ER ALL FRAMING w/ 6'W w/ WEST PALM ® 48'O.C. ER AlL FRAMING w/ 6°W WINDOWS AND DOORS PRECAST LINTELS �',FFFIRE ORE 'C �FFlRECORE .'C BY CASTC'RETE. I ATTACH ALUM.SREAKAWAY ALL COMPOSITE BEAMS OVER WINDOW AND I CLIPS 0 TOP/BOTTOM OF ATTACH ALUM. BREAKAWAY DOOR OPENINGS ARE TO BE B'NOMINAL ROOF TRUSSES. CUPS & TOP/BOTTOM OF ROOF TRUSSES. WIDTH AND 16-NNAL HINALGH SHALL,UON THE l6'NOMINAL HEIGHT SHALL CONSIST OF AN 8'TOP COURSE (BOND BEAM BLOCK) - 3' 8' FllLED w/ 3000 psr CONCRETE w/ (;GRADE 40 CONTINUOUS HORZ.•5 REBAR8'-7 AND AN 8'HIGH STRENGTH PRECAST UNTEL LONER COURSE WHICH SHALL BE UNFILLED, U.N.G. FOR FILLED PRECAST UNTELSUSE � ' x ,p.o• CONC. COMP. 3000 ps/ CONCRETE W/- AGGREGATE. FOR CMU I;ONC. PJJggpp 'RE/NFORCED PRECAST LINTELS, USE GRADE CMU 40 REINFORCING STEEL a� � 35 SH PROVIDE SAFETY GLAZING AT, •TEMPERED 080 560 35 SH EGRESS ALL WINDOWS OVER BATH TUBS. ■ ■ ■ ■ ■ ■ ■ ■ ALL WINDOWS WITHIN 24'OF A DOOR SWING. /C LINTEL FILLED P/C UNTEL FILLED P/C. UNTEL FILLED ALL SLIDING GLASS DOORS ALL FIXED GLASS LITES OVER 30 SO.FT. ALL LITES WITHIN 18°OF THE FLOOR AND INDIVIDUAL PANE GREATER THAN 9 SO.FT. j VINYALL SHOWER ENCLOSURES. 3V2" STOP 3V ` 3V BRK ST NOOK GREAT ROOM MSTR BEDROOM PROVIDE AFCIs IT B DiOOMS lnterruptarsl IN y CARP w/ -4'CEIL CARPET w/ Sr-4'CEIL CARPET w/ 9'4CE/L ALL DWELLING UNIT BEDROOMS PER NEC /o y/q y D SECTION 210-12. THE A/C DISCONNECT WILL BE LOCATED WITHIN c 3 FEET OF THE COMPRESSOR. 45' to SEE SHEET a WLIFOR WINDOW AND LINTEL v� C SCHEDULES AND DETAILS PROVIDE HEADER w/ `0 2X4 JACK AND (/)2x4 STUD. EACH SIDEOF OPENING. ° 10 BAR TOP 3'-6' 3'-r 4'-' (NO STRAPPING REQUIRED. UND.) V HDR TO BE NO SYP SEE PLAN FOR SIZE ° m3 " ALL DRYWALL TO BE V2' THICK, UND. Z er bM'. v ro C,� LOSET CARPET w/ SC DOOR -20 MINUTE FIRE RATED DOOR, MIN. Y 3 STOPS VINYL w/ �H OPENING I� ` OPENING PRESSURES 140m0h: P PT. ZSIH Wills �I 2 Tll w=W 6oA°F@F. � 4 MSTR BATH sr""oP— a s"AD-FF o VINYL w/ 9'-4'CfIL•3520 / -3820 ^297 / -34.7 �}2-6 y =o �O•3520 / -44.50 •319 / -372 ¢ PwD NNG `P 6 FWD SQUARE FOOTAGE- ST. JOHN A B LIL N m J� G '+ 4 a.m aco' 8 O CEIL Ist FLOOR LIVING 1362 SO. FT. I^ G tD y.. ,n 2rd FLOOR LIVING 576 SO. FT. - !� RC ALLS - 510E - 5{ TOTAL LIVING 1958 SO. FT. i GARAGE AREA 411 50. FT:BRG `GARAGE ti PEN) NC. w/ 9-4'CEIL- COVERED ENTRY l8 S0. FT. 3s"TYPE X'ORYWALL �i TOTAL AREA 2367 SO. FT. 3V' WOOD HAND RAIL `ry \ 'm o OPT.PoRCH 240 SO.. FT. STOP — PRE ASSEMBLED STAIRS, SEE a' DETAIL SHEET • STR SQUARE FOOTAGE. ST. JOHN B 1� DlNI G ROOM �,,� x Ist FLOOR LIVING l300 SO. FT. CARPET w/ 9-4"CEIL � 4 27d FLOOR LIVING 612 SO. FT. I6'-•d/2' # LINTEL FILLED ON UNDERSIDE OF TRUES TOTAL LIVING l912 S0. FT. ■ GARAGE AREA 372 50. FT. m T 3-0 w/ ' f6'-O'x 7'-0'OH. GARAGE DOOR w/ COVERED ENTRY 18 SQ. FT. 12' P/C UNTEL FILLED w/ (I).5 REBAR.T & B _ ■ ■ ■ C A ■ ■ _ _ _ _ _ _ _ TOTAL AREA 2302 SO. FT. 25 SH KT 'v CONE - - -- _ _ _ OPT. PORCH 240 SO. FT. O v� CMU F W Dul ARCH Y-4 4'-8".. 4" W 351_0. LOCATION OF STONE (DOTTED) 0 CONC. COMP. PAD h�h i n 4 x � 8 1/ $ w gg w y CLOSETS & CARPET w/ 9"-4'CEIL e 0w a J C c� O O �\ M ZD \ W P W Manonda Systems 4005 M.m.de Way SanbN, FL $2711 (407)321-0009 7 Tomes Ponce P.E. License N0, W60WO OCT 29 2007 h STONE [DOTTED] SHEET: ^o ST. JOHN BR R a ST. JOHN - AR L. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BYFIELO INSPECTORS THAT MAY BE NECE88 A RY IN 6 RD C E 0 R r CO MPLY 0 L v wrr HALLAPPLICA84E I 7' 7'-d x 4'-d CONC. PAD 6080 SGO 1J❑7 35 SH� EGRE55� P/C LINTEL FILLED P/C UNTEL FILLED. P/C UNTEL FILLE BRKFST NOOK VINYL GREAT ROOM MSTR BEDROOM STOP CARPET w/ 9'-4'CE/L CARPET W/ 9'-FCEIL CARPET w/ 9'-'FCE1I. I.. ■ -7' 2'-3' ' N 45' W L F � ■ ° W o x Wit a a Y _ myy ^'S 10 BAR TOP a VINYL STOP 3-6' 3 Y 5-F'/z ■ 1 i se sM IE0181NG . VINYL w/ 8'-d CEIL N 3080 ARCH OPENING EdI0 PH TB MSTR BATH V PTA WMS ff ■ ■ < oP�VINYL W/ 9-4' CEIL ra 0(515H BPo' � ':WMS DRYWALL ON UNDERSIDE a a OF STAIR AND WALLS, CARPET FLOOR 308 2'- ARCH P H 3' r 1 BRG \ ' " f ■ Y_ 3Vz WOOD. HAND RAIL .�... VINYL STOP _ PRE -ASSEMBLED STAIRS, SEE DETAIL SHEET • STR ■ 3'-Y 3'-Y 9-lY lB`-3Ve DINING ROOM CARPET w/ g-9'CEIL N A in r GARAGE b� WN �p NC: E` 9--?CEIL- Na 4g'TYPE 'XDRYWALL -f2AF -05B SOFFIT-w7--DART— - ON UNDERSIDE OF TRUSSES 7%' LINT L FILLED T p.sw/ ar CONC. PAD ■. 25 SH y no A 16 -0' x 7'-0°OH. GARAGE DOOR w/ P/C UNTEL FILLEO W/ 01•5 REBAR, T —__ _________■■ & B 8'W DMF ARCH ■• —————-— —— - —— — /B'-e' —. -- 0 ld-a p.4. 7'4 36'4 LOCATION OF . MASTER PLAN ON FILE FILE GENERAL FIRST FLOOR NOTES: ALL EXTERIOR WALLS SHALL BE CONSIDERED SHEAR WALLS MINUS ALL WINDOW AND DOOR OPENINGS. EXTERIOR WALLS TO BE 7�"CONCRETE c BLOCK W/ P.T.FURRING STRIPS IN A/C U AREA TOTAL WIDTH -8-%' EXTERIOR OPENING DIMENSIONS ARE TO FACE OF MASONRY OPENING. INTERIOR LOAD BEARING WALLS TO BE 2x4 WOOD FRAME WALLS w/ STUDS 0 W ouc. SEE STRUCTURAL WALL SCHEDULE SHEET e TRI INTER NON -LOAD BEARING WALLS TO BE NOMINAL 3 'MrL STUD. 25 9" 'o. ALL WOOD NOT SEPERATED FROM AND/OR /N DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE 'PRESSURE TREATED W0017 SEE LINTEL SHEET FOR LINTEL SIZES OVER WINDOWS AND DOORS. PRECAST LINTELS BY CASTCRETE. ALL COMPOSITE BEAMS OVER WINDOW AND DOOR OPENINGS ARE TO BE (?'NOMINAL WIDTH AND Ili NOMINAL HEIGHI-,UNO. THE 16' NOMINAL HEIGHT SHALL CONSIST OF AN 8'TOP COURSE (BOND BEAM BLOCK) FILLED w/ 30OOp� CONCRETE W/ (U GRADE 40 CONr/NUOUS HORZ.•5 REBAR AND AN F HIGH STRENGTH PRECAST LINTEL LOWER COURSE WHICH SHALL BE UNFILLED. U.N.D. FOR FILLED PRECAST LINTELS, USE CONCRETE w/l' AGGREGATE.FOR 'PR AST UNTELS,USE GRADE 40 REINFORCING STEEL PROVIDE SAFETY GLAZING AT,•TEMPERED ALL WINDOWS OVER BATH TUBS. ALL WINLXNVS WITHIN 24 OF A DOOR SWING. ALL SLIDING GLASS DOORS. ALL FIXED GLASS LITES OVER 30 SO. FT. ALL LITES WITHIN /8'OF THE FLOOR AND INDIVIDUAL PANE GREATER THAN 9 SQ.FT. ALL SHOWER ENCLOSURES PROVIDE AFC/s (arc -fault clrcult Interrupters) IN ALL DWELLING UNIT BEDROOMS PER NEC. SECTION 2012. THE A/C DISCONNECT WILL BE LOCATED WITHIN 3 FEET OF THE COMPRESSOR. SEE SHEET-WL/FOR WINDOW AND UNTEL SCHEDULES AND DETAILS PROVIDE HEADER w/ (1) 20 JACK AND (/)2x4 STUD, EACH SIDE OF OPENING (NO STRAPPING REOU/RED, UNOJ HOR TO BE NO SYP SEE PLAN FOR SIZE ALL DRYWALL TO BE %p' THICK, U.N.O. SC DOOR • 20 MINUTE FIRE RATED DOOR. MIN. •3520 / -3820 -297/ -34.7 �C �D 13520 / -44.50 •3/3 / -372 SQUARE�FOOTAGE: ST. JOHI lat FLOOR LIVING 1382 SR FT. 2nd FLOOR LIVING 576 SO. FT, TOTAL LIVING /958 SO. FT. GARAGE AREA 411 SO. FT. COVERED ENTRY I8 S6 FT. TOTAL AREA 2387 SO. FT. OPT PORCH 240 Sa FT. QVVFV-LL FVVI 1"Q )I . JVnIV - Ist FLOOR LIVING /300 SO. FT. ZOd FLOOR LIVING 612 S0. FT. TOTAL LIVING /9I2 SO. FT. GARAGE AREA 372 SO. FT. COVERED ENTRY 18 So, FT. TOTAL AREA 2302 SU FT. OFT. PORCH 240 SO, FT. 1r-e 24-0' Y-4' '101-6' r-4 I01-8' '- ■ P/C LINTEL RLLLt'D P/C LINTEL FILLED lqtz�'�"7 INCLUDED ix, ■IVIOPPORCH I BLOCK PRIVACY WALL I� I ABOVE BLOCK WALL 0 ROOF TRUSS g I� ATION ---.ly WALL w2-HOUR fv P LINER PANELS INSERTED 1N 2'H-STUDS ■ Of DC. COVER AlL FRAMING w/ GIN z'F/RECORE 'C ATTACH ALUM. BREAKAWAY CUPS 0 TOP/BOTTOM OF ROOF TRUSSES BEARING WALL, LTYP/CALJ RG 20 e2 SYP WOSTUDS P A OC ATTACH w/ x 5J"SUR-R-STUD w/ WEST :PALM o 46'0C. 8'QONCRETE BLOCK WALLS CM w/ P.T.FURRING STRIPS aA/C AREAS 2-HOUR AREA SEPERATION WALL D W/ (2)PGYPSUM LINER PANELS INSERTED /N H-STUDS o 24.00. �" AIR SPACE - (iOTH SIDES. AND 20 FRAMED WALL 0 OC.W/ R-//INSULATION AND IDRYWALL ON UNIT SIDE ATTAC�I ISP FLOOR C-RUNNERS W/ 16 x-y'TAPCON O 240,C. A ACH IST FLOOR 2x4 STUDS W/ s' x 51/t' $oR-R$rDD w/ WEST PALM a 48' 00. 8 P/C LINTEL FILLED P/C LINTEL FILLED P/C UNTEL FILLED m !2'-'d/ • 22'-21 L m MSTR BEDROOM VINYL GREAT ROOM STOP BRKFST NOOK , $ I CARPET W/ 9'4CEIL. ■ CARPET W/ 9'4CEIL CARPET W/ 9'-,'CELL 5%a' 12'-3'/' 9'-lP 0 2'-7. 2'-2' LV WAU Q l2' BAR TOP C o J 5'41' 3'-r X-61 .� yy a CWi Z b, co E 00 ■ VINYL o ; STOP 1 Y ZZ ARCH N VINYL w/ h OPENING 6'-O'CEIL BCKH0.o WARS OPT. H $ ■ s ooP MSTR BATH H N o VINYL w/ 9'4 /L OPEN PAID m Y ■ p. oM f WM(5)SH 4'd/a" 5'-CV14' �j 4 Go In smr DRYWALL ON UNDERSIDE BPO' OF STAIR AND WALLS. -- --'�"— CARPET FLOOR ENI ;11 ma - 3 W000 HAND RAIL ■ PRE -ASSEMBLED STAIRS, SEE VINYL DETAIL SHEET a STR 9 STOP I8'-3%' 3'-t, .q \ 7%ARAGE @ ��pp -- �'Q NC�/ 9-4CE/L- DINING ROOM 'X'DRYWALL je"TYPE CARPET w/ 9'4CE/L r F-Ufi0SB-50FFfF-w'1 -LIMNP ON UNDERSIDE OF TRUSSES LINTEL FL ED ■ ■ I 30 a 5 I A i OONC. PAD 25 SH l6'-a x 7'-a OA GARAGE DOOR w/ ' P/C LINTEL_ FILLED w/ (U'5 RE_BAR.T & 8 I 7'-9' CMU ■ � ■ ■ P W /IYG AMl/ ------------------Y4 4 Ie•-e r LOCATION OF STONE TDOTTEOI ST. JOHN - AL O LOCATION OF STON� L la-6" z4-0' 4 -4 Kr -a -4• Ia-lr § Y • ��D P/C /C LINTEL FILLED — ,y ED ■ ■ �� l0' L�VPRE I OPTIONAL 24 x O'P HIS T08CH I I k BLOCK PRIVACY WALL I INSERTED IN OH -STUDS O 24aC. FIVE FRAM/NG W/ 6'W2.REOORE CR ATTACH ALUM. BREAKAWAY CUPS 0 TOP/BOTTOM OF ROOF TRUSSES. i-0' ST. JOHN - BL i C � g nJ LL 2 j LU O i ■elJMfe Sy¢bm¢ 3enlmd, �e9bt3 Way d, FL 32RT (597)3710069 Loma¢ FOOee F.E. Lkense Nu `4450069 � OCT 29 Z007 SHEET: g 3� THESE PLANS AND ALL P ARE SUBJECT TO ANY CPOSED REQUIRED BY OR RECTIONS COMPLYWI�RK MAYBE FIELD INSPECTORS THAT NECESSARY IN ORDER TO TH ALL APPLICABLE C09E8, r ti IVIAbTER PL ILI Pass %2'FIRE RET. PLYWD. MIN. WIDTH 48' FIL R ALUM: BREAKAWAY CUP. W3630 _W3630 W3015 W4230 z TEND rlLt % SPLASH ® TRUSS TOP CHORD T- / GFTOUTLET AND SWITCH ?� 4I 12°BAR TOP TOPER BAR END o AI PRE-ENGINEERED ROOF VENTLESS 21 FILLERS 2! FILLERS ARCH n 3: �Yv TRUSSES 9 240C. RANGE HOOD OPENING a� n/OV4 CAPALUM. BREAKAWAY CUPT/PLATE ® TOP PLATE2-HOUR AREA SEPERATION WALL tENDP M NRPAN w/flYGY SU UE ELS 2 Z•-7�" 2-Y CAP INSERTED IN 2-H STUDS 0 240C,2x4F SPACE BOTH SIDES.ANDSB24 ® S324 ® 2x4 FRAMED Will m I6'OC.w/ 836 836 B42 B12 45' LTY B29 NlI� ma`s%�E AND �'"�YW�` A. KITCHEN ELEVATION B. KITCHEN ELEVATION C. KITCHEN ELEVATION BAR TOP PR"FL�ENt°NEERED FLOOR ECKING ON 5'-Y CAP TRUSSES c 24" OG. Y-4 2'-6' 11- T/2nd FLR T/PLAT ® SPASH COUTNTER.. TOP ALUM. BREAKAWAY CUP ® GFIOUTLET ® ® SPLASH b R .TOP PLATE UND75 MIRROR MIRROR END a FOR COUNTERTOP CONSTRUCTION o 2-HOUR AREASEPERATIONLINE PANELS ❑ OPT. nd SINK �� IN (RTED I 21 -STUDS PANELS W INSERTED IN 2H-STUDS M 240C, ONLY, NOT FOR FIELD USE m 34' AIR SPACE BOTH SIDES, AND e .N 2x4 FRAMED WALL MV l6'OC. AL b ® ( SPLASH ONEND AND %2'DRYWALL i - K p, ON UNIT SIDE /'4 3'-S, a ATTACH lst FLOOR 2x4 STUDS w/ %z'x 5/4'SUR-R-STUD W/ PED. SINK V30 V30 5'-Y V30 S� WEST PALM ® 481O.C. - 3 2'STL. C-RUNNER ATTACHED POWDER ROOM MASTER BATH HALL BATH SEASATRCK0 T/SLas aNDCA FOUNDATION DETAIL; SEE SHEET • FTG SECTION PARTY WALL PRE-ENGINEERED ROOF TRUSSES m 240C. WW m� mW 1;14 ggg 1?49 INSULATION. Q. PRE-ENGINEERED ROOF -¢ TRUSSES e 24 O.C. INSTALL OPEN BAFFLE BETWEEN TRUSSES e-PL^Y^qp /2 INTERSECTION POINT C 9� o t 12 25"2.5� „ N.A R —_ - - - 5 �� IIII III 2x4 WD. STU S ly3 III III a 16'0C. _` IIII IIII .'R E IIII IIII IIIII � IIII a IIII__ IIII ill it-� III i 1 .I_I JI_Ir I 2x4 NAILER f3 T/PLATE TRUSSES 4'O' 40` PRE-ENGINEERED ROOF I I�I�I�I�I�I�i z c mZZZ Lu R41 INSULATION121J 24 x� a Li / -%'FLOOR DECKING ON 16'PRE-ENGINEERED FL00 E-ENGINEERED ROOF USSES a 240G. _ ` ` PoRCH (n O Y PRE-ENGINEERED ROOF / TRUSSES & 240C. _ U m T/2nC F TRUSSES R 240.C. R"19 INSULATION z V A p _ _ _ �C 0 T4PLATE � 4 Lu TRUSSES a 240C. DORMER DEPTH 3/4' P.T. FURRING 3/' P.T. FURRING 3 ON 8' BLOCK ®® D�V 8' BLOCK 1.... w 5'412' _ 2-HOUR AREA SEPERATION WALL xo �G W/ (2) YGYPSUM LINER PANELS SECTION DORMER cp w 2H-STUDS a 24OC, Maon.�5' gmsINSERTED IN a 2xSPACE - BOTH SIDES. 4 RAMEDWALLm 16'OC.w/ D j Mstdd R-II INSULATION AND Yz' DRYWALL , 3 ON UNIT SIDE P T/SLAB T/SLAB FOUNDATION DETAIL PREASSEM'r ED STAIR. SEE SHEET. ' FTG - SEE SHEE`` • STR Noma ce P,.� �-. 5 SECTION Cd PARTY WALL/DORMER BUILDING SECTION SHEET: W r Hsuv THM PLANS AND ALL a ARE iU&JEOT TO ANY CORRECTIONS QA REQUIRED BY FIELD INSPECTORS T MAY BE NECESSARY INORDWjr 'AT COMPLYVy}TN#14... �I FILE Cu&vkp"ys IUN is ro GENERAL SECOND FLOOR NOTES: FRAMED WALL. ALL EXTERIOR WALLS SHALL BE CONSIDERED WLI 2x4 •POSYP WD.STUDS SHEAR WALLS MINUS ALL WINDOW AND DOOR 0 16'O.C. AND %6 OSB - .OPENINGS. EXT. SIDE W/ 8a RING SHANK NAILS a f O.C. EDGE.. EXTERIOR WALLS TO BE 4"THICK,CONSISTING TO.C.FIELD. ATTACH TO OF 2x4 •2 S.Y.P. STUDS w/ Is"OSB FLOOR SEE WALL SECTIONS - SHEATHING. TYPICAL UND. EXTERIOR OPENING DIMENSIONS ARE TO FACE 2-HOUR AREA SEPERATION WALL OF ROUGH OPENING <ffro> w/ (2)Y GYPSUM LINER PANELS INSERTED IN H-STUDS 0 24"O.C. INTERIOR NON -LOAD BEARING WALLS TO BE -4"AIR SPACE . BOTH SIDES, AND - NOMINAL 3%'MTL STUD. 25 9a. UN.O. 2x4 FRAMEDII WALL 0 /6'0C.w/ 7 -TEMPERED R-INNSULATION AND VFDRYWALL PALL WI SAFETY R BAT AT: ❑ ON UNIT SIDE ALL WINDOWS OVER BATH TUBS. ALL WINDOWS WITHIN 24'OF A DOOR SWING ALL SLIDING GLASS DOORS. ALL FIXED GLASS LITES OVER 30 SO.FT. ALL LITES WITHIN 16'OF THE FLOOR AND IF LARGER THAN 9 SQ.FT. - ALL SHOWER ENCLOSURES. _ PROVIDE AFCts laro-fauli clrcuif lrtlerrupidrsl 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 OPENING PRESSURES 140mDh --------------------- .3520 / -3820 -29.7 / -34.7 .' x 3520 / -4450 31.3 / -372 ap I I 5V4' 5V<' 5Vt' y Q I Ian: o S � k4 ai LV2° HALL HALL CARPET w/ CARPET w/ �s I V LT CELL V LT CELL a=w zIV BEDR00 °2 3._P e �� BEDROOM "3 BEDROOM •2_ 3•_. p BEDROOIA '3W CARPET W/ VAULT CELL CARPET w/ VAULT. CEIL v CARPET W/ VAULT CELL CARPET W/ VAULT CEIL 3' 5" 5'-6�4" W O a o I7�� Cl - W r, 3O BIFOLD 3-0 BIFOLD 0 3-0 B/f LD i 3-O BIFOLD y -0 BIFOLD 3-0 BIFOLD IFOLD 4-0 B1FOL0 o W WMS WMS .WMS WMS WMS WMS WMS Ln W o ffi p Q w 3568 OPENINGS 71-T/v' OPENING OPENING 71'�/32" 2 !� (' '" L a ' ■ 3'-5 4'-3Vz' � a b o HALL BATH ° § m HALL BATH VINYL W/ VAULT CEIL 7e Muondo"tI y LW6 LW6 VINYL w/ VAULT CEIL 4o AMoMa way LW6 i S� fL 777 25 SH 25 SN 25 SH I — — — EGRESS _ EGRESS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ /00,0008 ST. JOHN - BRST. JOHN AR' ;- ST. JOHN - BL : OFF. HAND ST. JOHN AL : OPP. HAND n Nr OT, 200T r :... 4 x THESE PLANS AND PROPOSED WORK SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD IN _ MTHAT DER TO MAY BE NECESSARY IN O ECTORS - COMPLY WITH ALL APPLICABLE CODES. A MASTER PLAN ON FILE GENERAL SECOND FLOOR NOTES. EXTEROR FRAMED WALL ALL EXTERIOR WALLS SHALL BE CONSIDERED a 2x4 •2 SYP WQ.STUDS SHEAR WALLS MINUS ALL WINDOW AND DOOR m I6'OD„ AND /le"OSB OPENINGS. EXT. SIDE w/ 6d RING SHANK NAILS C 4' O.C. EDGE. EXTERIOR WALLS TO BE OTHICK, CONSISTING 6'0.C. FIELD. ATTACH TO - r OF.2x4 •2 S.Y.P. STUDS w/.%s'OSB FLOOR SEE WALL SECTIONS ..,. SHEATHING, TYPICAL U.N.O. EXTERIOR OPENING DIMENSIONS ARE TO FACE 2-HOUR AREA SEPERATION WALL OF ROUGH OPENING �W/ 0r GYPSUM LINER PANELS - INTERIOR NON -LOAD BEARING WALLS TO BE INSERTED INH-STUDS R 24'OD„ �° A R SPACE - BOTH SIDES, AND NOMINAL 3%' MTL STUD, 25 ga. U.NO. _ 2x4 FRAMED WALL a 16' O.C.w/ • TEMPERED PROVIDE SAFETY AT: ❑ R-II INSULATION AND %2' DRYWALL ALL WINDOWS OVER BATH TUBS. ON UNIT SIDE ALL WINDOWS WITHIN 24' Of A DOOR SWING. ALL SLIDING GLASS DOORS. ALL FIXED GLASS LITES OVER 30 SO.FT. - - ALL LITES WITHIN 18'OF THE FLOOR AND If LARGER THAN SO.FT. ALL SHOWER ENCLOSURES PROVIDE AFCIs Lara-faulf clroulf lnferrulAersl 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 OPENING PRESSURES 140MDh. '3520 / -3620 : •29.7 / -34.7 0 •3520./ -4450 1313 / -372 _ _ _ _ _ _ _ _ _ _ _ , 1 _ _.— _ _ _ _ _ — _ _._._ — _ I it I S/4' 5%a" 5%a^ 3 35'-IO/9f 39-8�" a o� 9 4 z off'' a Bib' zN%' r9!' �. z-N ., q �8 HALL ;z 3%z' a 3-PLY fUT GIRDER CARPET w/^ ' fQ '-PLY FLAT GIRDER CARPET w/ 3�z' VA w. BEDR00 "3 s N�=�W M cArPEr w vcElL N BEDROOM 2 ¢ # ? BEDROOM '2 N cARPEr w/ va Lr cEIL g BEDROOM 3 3.-p�R WU CARPET w/ VAU T CEIL ry'" CARPET W/ VAULT CEIL zrz �, o � of ip 'o •' 7 w � cr o-- — -- -- ---- ` 5,_6'�a` 3.-S 4� �o � W V +0 BIFOLD 40 BFOLO 3-0 BIFOLD 3-0 BIFO � (' j 1— } 3-0 SIFOLO 3 BIFOLD 3-0 BIFOLD 3-0 8/FO OPENING WMS WMS OPENING WMS q $ W S WMS OPENING WMS WMS 3568 a 3568 � CC CI' b4 3fLY. FIAT GIRDER. 713l2„ T-1 LY fUT ON R 7gla • Q) o i T %� S 3'-S 4''3%2" , yT 4-3%2 3'-S 79'- V l 3'-S 4'-31/2- ~ a § : ® THIS r f/L a 3i 0,\ �I7 a aMe n stems y dew I € — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ — _ E 1 — EGRESS 25 SH 25 5H _ EGRESS _ EGRESS r A A _ 41-0' 4'-0. I8'-B/z' 4'-P _ - - Llnce No.ATIy50088 ST. JOHN AL ram; ST. JOHN 8L 3s,�*ir oT zoDT, - SHEET: ...,,- 2 -4L g THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS - - REQUIRED BY FIELD.INSPECTOAS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPGICASU CODE& d f MASTER PLAN -- - -- - - ON FILE PRODUCT APPROVAL INFORMATION SHEET FOR FLORDIA PROJECT NAME, PERMIT # PROJECT .ADDRESS: As raanrad M Flardla Sblule -153442 ant Fkrdla ROmMshafNe Cade 9fr72.P1.m p-wide tte IMa-moHm and pedud apxad rgmMfsl fa' /M tulld/rg cumpweNs nand La/av as aAYlcob'e fo fM building mWrutllw Ara/acf for rre permrtl armter fiabd aWaYCV ahwld wdafym paowt augNla 11 yaw ab nor know /M adud d rumba• far any o/ he agN/wMe nefed yaduda.11✓ormanm reparebp stafarlda coact al da wYdnad a, www C /Su Manufacturer Design ategary bcntegary Product Descrlpllon UmNallon of Use State # Pressures. AEXTERIOR DOORS I.Swinglog Plastpro Inc. Fiberglass Doors Evduafed for use in loax/are FL 6729J • 50 / -50 adhering he Ile Fladla Bundlrq - remrirs ass don �rnod ty FL 67295 •50 / -50 /GSE 7 MlMmum Oadgn laada Fa Building ant Onnr Slrudurat d g ex f/or S�Idi Glass Doors MI X�SSGO Extruders d�s g FL 4 J •45 / -45 3. Sedlaa! 4. Rol) up Wayne Dalton Garage Doors /JO l6 As Indicated In evaluation FL 224 27D /-29.0 8000 & 8/00 a, report and installation F7222 290 /-29.3 Gar Ooans /40 16' drawings.NM 1a FL 4965. 34.4 /-383 8' be used In HVHZ. F1225 •37D / 37D B. WINDOWS I. Single Hurg H-R Windows 3 In Shale NUIg �ialge 40-77 72x74 Hr45 fC50B9J •45 / -45 Darold Window Ca Flordlo Extruders. 34I one S Ilastlr»-iBfk1 5th FL 2752J FL 42J •55 / -55 M5 / -45 2. Horizontal Slider 3.Caswrat 4. Double fang 5.Flxed H-R Windows Fin Frame Flxed3 4J7438 IlIX63 F-C60 3// FL 12912 •55 / -55 DomAd Window Co large From Fixed Tempered Glass FL 23491 •70 / -70 Flardla Extruders llestone 1000 Flied- Fla & F1. FL 44J •45 / -45 6. Awnfrg 7.Poss-tM h 8.Projected 9.Mullion H-R Windows Mullions Evd ewe for us. In I knw FL 5782 •45 / -95 cd/e hq to tie F"d Building F/ord/a Extruders M/lestaae TULa MUh M Or F/a ands = wmre =n reatlra7 ov ae de edgm L 3/36-R2 M1 L or Building mn tar 9r� rex IO.WInd breaker II.Dual oaffon I? otter C. PANEL WALL LSiding Owen Corning Ndrandex - Summit Ns Evaluation is not for FL 9203 -NA / -152 Manor Db! 45 Butch se within the FBC HVHZ or LOP Education Facilities wNNn Re Id- Eassyy Street State of Flondla.Vlryl FL 920] -NA / -152 0W 45 DutcACap 7ding is limited to Type V lrudlan,as det/1>erl below action 6025-TYPE V ONS7RUCTlON Type construction /s 7/e Nits of traction In its witch rudUral OlemeMs,exferlor al/s and /Merton walls re or ont material permitted tits oode.Canplraxe Is chid any if ire ubJed prdlle trade home /s rreM all tie VSI Vinyl Sidl erttf/wtlon Pr ram. 2. Soffit Also Metal Corp 16 Vented Soffit Far us4 as soffit aMy.Nct FL 4959J 467/PSF 0uad 4 Aluminum I for use In HVHZSoffit :%OPY Category/Subcolegay Manufacturer Product Description Umlydronlof Use State# Prangs re D.ROOFING PRODUCTS I.AspMN S&4188 Owens Corning Asphalt SNng/e ThisAmy j`or n FL 3663 Ridge Vents t tier aPp M =,miss excel Broward ono Miami Dade FL 234 must be followed 3.Rooflrg fa' rs 4.Nonstruch/r- metal roof 5.Built- up r PO 6.Modrf/ed -n PWyg/ass Two layer torch down The max design assure f FL 1654E theselected osse stay/ fl 16543 most or exceed the one ! design prossur8 determined In aaagion: with FBC chapter 16. IO.Watar roll II.Wocd shi /es/sMk 12.Rodf/ng slab 13.Uguld apallad 4_C l4.Cerretd-adles d croons 15.roofaayyfi/e adbeNe 1 S�Wlpr�raf 17.roof vents. Owens Corning GolvardZed metal roof Tits Aoa•a+al not for use in FL 52691 $to= Ina, vants the Z.All FBC sections FL 8/03l Lamanco to counties exeepl Broward and Mlo]y-Dade FL 37925 E.SHUTTERS LStorm Potato Atrium SNdters.l 5L Panel GON.Sh, Storm This product may Wy be FL 5547J 50 PSF &D Manufadurrrg Installed on oonar concrete black or substrates. This pi e.hallow vood coact FL 2773J -47 / -50 is NOT suBaWe f l Amertoan Metollotlon heir ryHl gh ` lMNers.lra. Velocity Hurricane Zone. FL 393J F.STRUCTURAL COMPONENTS. /. Warty' United Steed Ana/ars,Hongers Eta Subjectto Ilmltoll and LRI,565, canector/anoW Products WM UZZ11�p t InstW/ation lAstruttrow 69.57Z specified In NOA 5-010505 76,815.616 IT zbb18Bs31, 218 7S, 26b0 92$4928. 3I.6223 2.Truss pates MNak Industries Ine Truss Connectors No Umrfd/on of m% FL 2197 RI 3.Engnsered I 4.Ralurg 5.CoohvrsfrftMf 6.Concrete admixtures 7. Material 8.lnsuldlon raw 9.plastics 10.Deok-rod //.We// 12. Sheds G.SKYL1Gl/TS 1.Skylight 2 Other H.NEW EXTERIOR ENVELOPE PRODUCTS I. V W W z .� Maronda Systeinq • 4005 MarondBa�V1yysYv`. Sanford,-Fl, 3:T91, In addltlar Io wodllq ih o0we I& of ma gdiff.rs.padwt deacrip m oM State opa-wal remW for He pMugs used on t8s p'�Ia�.tt is the CWro:b 5 or Nmar Imo x's'1's r MNIr ro hors a Ieglme o'gry w .w» nior naaarara arrAee rrWrwYlo'b.dog ^ ��' - (407)321-008'4- abwam fle Job an. awfade M fb /re w - v Tie psduda noted spy ale na' denmalyde pWud appwd d non, d pan rwlex.l nor. lord barcre Hess P'cduds mn be lnspded. for r flay mMi be eubKNM fP' rm/ew ante cmyY/arm orM opYaad Ly fie Plana Examrm.TNs ham hill Da rev/sect ro Include mch rwx Form podud In )la ca/egarfU Irelad above ant with Ge N¢Y1gMed ro Irklcale the rww a'aduds ant readrad Informallac - Nxln-Ized Prelmf gjlf/: (Codrootr or Lbaian PWwsland) (Prld Name) W Camoaw Ahww Mdllrg Addr ate_ s Telaptve Numba:f �-F Cell Pt"NumbNtl. '-^--E Nun6u:f L i %mas P'Sttde P 4.,,e Li --cense No 008006$ ,^ OG2�OQ� 6 SHEET: M THESI -^ Rc-G REQUI MAY BI COMPL Pg�rAND ALL a WORKR NS ED BY FIELD INSPECTORS O THAT NECESSARY IN ORDER TO 'WITH ALL APPLICABLE CODES.