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HomeMy WebLinkAboutBUILDING PLANGENERAL PORCH NOTES: ■ . INDICATES A FILLED CELI WITH REBAR TYPICAL CONCRETE SLAB: 3V2 DEEP SEE LINTS CHART FOR LINTEL .SIZES ALL FOOTING REBAR SHALL BE CONTINUOUS ❑ - INDICATES A FILLED CELI WITHOUT REBAR POURED 2500 psl CONCRETE SLAB w/ OVER OPENGS. PRECAST L INI El (2)#5 BARS GRADE 40 STEEL w/ YMIN. 6x6 /0/ WIRE OR FIBER MESH ON VISQUEEN BY CAST-CRTE. COVERAGE, U.N.O. All CONCRETE GROUTED CEL S FILLED VAPOR BARRIER w/ ILL JOINTS TAPED OVER CLEAN COMPACTED (2000 psf,MINJ THIS PORCH IS NOT AN ENCLOSLO PORCH ` ALL VERTICAL REBAR, DOWN REBAR. DOWEL w/ 3000 psICONCRETE SH CLEAR UNOBSTRUCTED CONTINUOUS BE TERMITE TREATED FILL. THIS PORCH CAN BE SCREENED, ONLY, REBAR AND BOND BEAM REINFORCEMENT 3"x 3"MIN. CELLS w/ (I)15 B. GRADE COL COLUMNS TO BE 7'CONCRETE BLOCK SHALL BE "5 BARS GRADE 40 STEEL 40 STEEL TIED AT F007ING LINTEL STEEL MAXbIST.BETWE7- ALONCRETE IS 4'-8" PLUMBING PASSING UNDER OR THROUGH A PROVIDE INSPECTION HOLE A OF GROUTED CELL STACK. BOTTOM _ SEE DRAWING SHEET •2 OR ALL WOOD NOT SEPERATED FROM AND/OR IN ALL OTHER DONNCELL LOLi'�. 10NS. FOOTING SHALL BE ENCASED IN A PIPE TWO (21 SIZES LARGER THAN THE PLUMBING ALL RAFTERS ARE TO BE 2 „ 2 SYP DIRECT CONTACT WITH CONCRETE OR MASONRY PIPE. PRESSURE TREATED WOOD 24" O.C. ATED WOOD' -- - /'-4" '-4' x24"x12" DEEP CONC. A )TING w/ (3) •5 REBAR POR WAY, TOP OF FOOTING BE 8'BELOW FLOOR LEVEL H1 � 8 [I J" HIGH KICK LATE 71 IulDOOf T.2x2 CHAT RAIL REAR AND SIDE ELEVATIONS SCALE: %8 - r-(' 0-9 - i- - -- - 7 -- - V2' DR ON UA RAFTS I I I i 2 x 8 /5'-0' HI- _ 30'-' FFIT OF TOIF I I I � I 24" 3.C. FLOOR PLAC SCALE: V4' - r-v" RI 0; �3E PLA1f5 MID ALL PROPOSED WORK A E SL8Jjpp� C FIELD ANY CORRECTIONS 6E NEC[SSARY IN ORDER THAT COMPLY N(iH A,6LAPpy�qER -T'�f #t CONCEALED FASTENERS OR k1iAMNI AR THE RESPON61E33ROFTHE I �Aei SCANNED ys 'I JI (I '' "' r'rlla"•7 i i a TERMITEp'4ED _... -24'x.24'x12jI EP C01ri', DPOR FIXiTING Wi i3)S REBAR 4 EAWAY.TC; F FOOTING TO BE 8' FLOOR LEVEL 8' THICK'N EDGE L - ■ w/ (D "5 REBAR 24'x16"x/2" DEEP CO w/ (115 REBAR 8' THICK'N EDGE — r FOOTING w/ (3) "5 EBAR POR I EA.WAY,TOP OF FOG ING t P TO BE 81BELOW FL R LEVEL -b 'roro FTG o- g bl P u I 8 THICK'N EDGE- ---_-------------------- J- --- --�-_ w/ (D "5 REBAR - - - - - - - - - - - - - - - --------- ----'-------- - - - - ----- - - - - - - ADD FILLED CELL ADD FILLED CELL o BLOCK WALL 11 B BLOCK WALL _ FOUNDATION PLAA SCALE: VQ - Y EE SHEET WS-SI FOR .WPSECTION INFO lV4" RIM BOARD I I WAIL LOCATION, SEE:.—_.—_� F_LEVATION I r- METAL FLASHLV '-PLY ROOFING I, --"ERIAL ON 2"PLYWOOD SHEATHING w/ t, NAILS 4"O.GEDGE & 6" O.C, FIELD, 4" r . "' La PERIMETER, w/ ON 2x8 12 SYl' RAFTERS v 24"O.C. 3V2'SLOPE , 2 `V2'EX7.:7RYWALLSQFFTF :esj ON UN:RSIOE C SUH26. .'ANGER, ATTACH w/ 4005 MARONDA WAY (6)10d 'AILS TO RIM BOARD (407) D" F'_ 32711 07) 321-0064 AND (?.' rOd x !V2" NAILS TO 2x8 PC'. F RAFTER m n WALL_ SECTION -CONNECTION @ J ")USE ROOF /\— 1 REVISED 1I-29-05 ROOF SHT'G YOKE — — SCALE. 112' _ /'-0" w r 3V2':SLOPE __11� I-PL' ROOFING MATERIAL V2" PLYWOOD FLORIDA SHEATHING w/ 8d NAIL) :' O.C.EDGE & THIS STRWTURE WAS DESIGNED 6'G.C.9ELD, 440C P PL. ,rETER,w/ IN ACCORDANCE AND MEETS THE > ON 2x8 '2 SYP RAFTE/�; v 24"O.C. REQUIRE�6ff,NTS OF SECTION UPLIFT 385' EACH END) R3010F RE FLORIDA BUILDING CODE 2010 : RESIDENTIAL ALL :I:z ALUM. FASCIA CONNECTO:t HAVE BEEN CHECK'D 2x8 SUB-FASC!' TO WITHSTAND ALL APPLICABLE 3 LOADS. MTL. DRIP ED( DESIGNED WIND SPEED o ___---- - Vult = 160 MPH � I Vasd =124 MPH E I d i III V2' EXT. DRYWALL SO,F/- ON UNDERSIDE OF o \ TA18, RODF TRUSS ANCHORS. ------- ' SS TRIM NAIL THE FROM BEAM TO RAFTER \ F .,CIA SOFFIT INTO . F, ;CIA v 461O.C. HIGH STRENGTH PRECAST LINTEL L ''TED SOFFIT AND w/ (D 5 REBAR �'' NNEL w/ %,x 78, CONC BLOCK PIER, --------- -_...___- iJn. PLE v 24" O.C. BEYOND WALL SECTION -ROOF LaPRE(. 'AST/FORC L(B REVISED)^ OI-04-10 REMOVED Ix2 BLCK'G v FASCIA SCALE: IV2'= -- EXTEI;'_R FINISH, j SEE L ;.-VATIONS a IITE TREATMENT REQUIRED `- - '5 RE; �9 IN PIER CONC. SLAB I A LIJ ----BLOCK "YER, BEYOND T/1st FLOOR S N— II SLOPE VB:12 FINISI­ BADE I ' (3) "5 'BAR, EACH WAY U �- JB- I- � m o i a a 0 � ry m W z Q o � v SEE PORCH FOUNDATION PLAN WALL SECTIOJ,i_f= OUNDATI(. I J L5 PORCH SCALE: I V2" = l'-0' � - , CEL .ryU �ho. aNA►. f111H4N�\N Tomas Ponce MSCE, FE o FL. FE LIC" #50068 SHEET„ o i FO.R Ji coPrR/Grrr Gi-OH © zolz MaROND: R1_ iGMEs FLORIDA BUILDING. COE V. 2013 DRAINIM 2QID :RESIDENTIAL UPDATES (WCT,V4Y,B) WESTCOTTM FLORIDA DESIGN CRITERIA REVISED 09-04-09 BUILDING DATA FLORIDA BUILDING CODE 2010 :RESIDENTIAL FLORIDA BUILDING CODE 2010 :PLUMBING FLORIDA BUILDING CODE 2010 :MECHANICAL FLORIDA BUILDING CODE 2010 :FUEL GAS NATIONAL ELECTRICAL CODE 2008 STRUCTURAL DESIGN PARAMETERS: ASCE 7-/0 (PER FRO 2010 CLASSIFICATION : 2 OCCUPANCY: RESIDENTIAL BUILDING DESIGN: ENCLOSED EXPOSURE: B SURFACE ROUGHNESS : B INTERNAL PRESSURE COEFFICIENT: GCpi = / 0.18 RISK CATEGORY : ll DESIGN WIND SPEED: Vult 160 MPH (FRC 2010: R301.2.1.3 Volt = 124 MPH LFRC 2010 R301.2.1.3) TWO STOP BUILDING MEAN WOOD FRAMING INSPECTION ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING (FRC 2010, SECTION R110.3) TERMITE TREATMENT THE BUILDING AND PATIO SLAB HAVE RECIEVED A COMPLETE TRt FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREA7 IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. (FRC 2010, SECTION R318) BORA CARE :TERMITE TREATMENT THE BUILDING HAS RECIEVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. (FRC 2010, SECTION R318.1.8) 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 2010, SECTION R612) 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 WIND -BOURNE DEBRIS. GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE IEST OF ASTM E 199E AND OF ASTM E 1886, SSTD 12, ANSIIDASMA ll5 (FOR GARAGE DOORS) OR TAS201, 202 AND 203 . (FRC 2010, SECTION R301.2.1.2) \arch riaht\100m_wctm_cvr-r.000 Jan. 08, 2013 14:11:17 R301.2.1.1) SIGN: 25 FEET, MAX. E, BATHROOM EXHAUST FAN TERMINATIONS M 1507 FBC WEATHERING AND TERMITE AREA PER TABLE 301.2(1) FBC FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR ALL WALL/CEILING FINISH R302.9 FBC FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION R302.10 FBC GYPSUM BOARD MATERIAL CONFORMS TO R702.3 FBC CERAMIC TILE CONFORMS TO R702.4 FBC ALL 120 VOLT SINGLE PHASE 15 & 20 AMP CIRCUITS IN DWELLING UNIT FAMILY ROOMS, DENS, BEDROOMS ETC MUST BE AFCI PROTECTED ART.210.12 NEC THESE PLANS HAVE LEN REVIEWED IN ACCORDANCE MTH THE FLORIDA NUING CODE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RFOUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 130,�Z-ooeo ST LU010 COUNTY BUILOINO DIVISION RNVISWSp REVIEWED By camQS DATE MUST BE PLANS AND PERMI KEPT ON JOB OR NO INSPEOTION WILL BE MADE DiVu.MEL W 0 z 0 0 N a O N a o l�arondaHc>'a�es 4005 MARONDA WAY SANF ORD, FL 32771 (407) 321-0064 TTIT 1 r FLORIDA: THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION R3010F THE FLORIDA BUILDING CODE 2010 : RESIDENTIAL. ALL CONNECTORS HAVE BEEN CHECKS TO WITHSTAND ALL APPLICABLE LOADS. DESIGNED WIND SPEED Vult=160 MPH Vasd =124 MPH z W � � Q Q 03/14/2013 z 0 z 0 0 v a LO 0 Tomas Ponce MSCE, P€ o FL. PE. LIC.*50068 � SHEET: o Om COPYRIGHT © 2012 MARONQA HOMES FLORIDA BUILDING CODE 2010 RESIDENTIAL 0/-01-13 REV. 2013 DRAWING UPDATES 4 • • �— (2)770-D LOMANCO m OFF -RIDGE VEN,v POP yj m 2 l]W 6�._._ � 6 FIBERGLASS SHINGLES FIBERGLASS SHINGLES D.M.F. ON LATH/FRAME HORIZCASING BEAD DMF ON 42 BLOCK/OSB DMF ON LATH/FRAME , VERT. CONTROL JOINT LATH/FRAME 144 SF, MAX. HORIZ. CASING BEAD D. D.M.F. OM.F. ON H E N BLOCK M BLOCK/OSB; SEE BLOCK DETAIL l D.M.F. ON BLOCK 3'-4" FRONT ENTRY Ll-�� RIGHT SIDE L LEVATION SIDE ELEVATION c REAR DLEVATIOq� RRIE L� SALE: Ia ° _ l'-0" C SCALE: la'- 1'_0" L SCALE: Vie" =1 11 m 12 6THESE PLANS AND ALL PROPOSED WORK FIBERGLASS SHINGL S ARE SUBJECT TO ANY CORRECTIONS RFOUIRED BY FIELD INSPECTORS THAT MAY BE NE004ARY IN ORDER TO COMPLY WITH ALL APPLICASL l CODES. DMF ON LATH/FI DRYER VENT D.M.F. ON BLOCK 70RIZ. CASING BEAD @ BLOCK/OSB, SEE DETAIL I D LEFT SIDE LEVATION S ALE: Va" = K-0" D.M.F. ON TAT IIIFRAME, — SET BACK l2" FROM WALL BELOW T/PLATE 5" x 7' STONE ROWL w/ 10" W STONE K� FIBERGLASS SHINGLES D.M.F. ON LATH/FRAME T/2nd FLOOR _ M T/BRG. HGT. '� T/WINDOW VERT. CONTROL JOINT 144 SF. MAX. T/lst FLOOR SLAB SIMULATED APPLIED STACKED STONE, FULL WALL FIBERGLASS SHINGLES 24'DEC08ATIVE LOUVER /2 iL FASCIA ON 2x4 SUB - A @GABLE END 5' O'GABLE END ALUM. SOFFIT O.H. l2�CONV.FRAMING, SEE SHEET • RSIb 6� 6"W ETCHED DMF TRIM w/ KEYSTONE GENERAL ELEVATION NOTES: �00, I. DMF =DECO MASONRY/STUCCO FINISH 4 SHALL COMPLY WITH THE REQUIREMENTS o OF ATSM C926 AND C1063. W 2EAVE & GABLE OVERHANGS 12"ALUM !Q FASCIA AND SOFFITS. PLUMB CUT WITH LEVEL RETURNS. 3.%B"MIN. THICKNESS DMF OVER LATH/FRAME AND VZ" MIN. THICKNESS OVER BLOCK 4.DMF/STUCCO INSTALLED OVER PAPER -BACKED LATH AND HOUSEWRAP o ALL EXTERIOR WOOD FRAME CONSTRUCTION. 91 io ETCHED DMF BANDS WRAPPED WINDOW TRIM SCALE: 4" _ /'-O" TYPAR OR EQUAL BUILDING WRAP PAPER 78'THICK (3 COATI EXTERIOR MASONRY PLASTER OVER PAPERBACK WIRE LATH. ER MEMBRANE LAP BEAD W/ rASIN0 ."T-NAIL @ 16"0.C, V2'THICK EXTERIOR MASONRY PLASTER APPLIED DIRECTLY 70 BLOCK/MASONRY HORIZ. FRAME TO MASONRY JOINT REVISED /2-/I-06 SCALE: N.TS. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD VERT. CONTROL JOINT M WINDOW SIDE — STONE SILL lb — 5" x T STONE ROWLOCK w/ 10" W STONE KEYSTONE n FRONT ELEVATION _ H SCALE: V4"- /' 9' y. — a 0 2 00 O N vn � o 1�au�ohda omwns 4005 MARONDA WAY SANFORD, FL 32771 (407) 321-0064 FLORIDA: THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION R301OF THE FLORIDA BUILDING CODE 2010 : RESIDENTIAL ALL CONNECTORS HAVE BEEN CHECKS TO WITHSTAND ALL APPLICABLE LOADS. DESIGNED WIND SPEED VWt 160 MPH VasU =124 MPH ETCHED DMF BANDS STRAIGHT HEADER TRIM SCALE: 4" - /'-0" J Ld TERMITE TREATMENT REQUIRED Q o O Q W O v Q u a HORIZ.CASING BEAD o BLOCK/OSB FETCHED D.MF. BANDS w/KEYSTONE DETAIL DO 00 00 wtllr x A. s� 0. '® F 3 g +. y i .,A �aa 01VAL 03/1412013 Tomas Ponce MSCE, PE s FL, PE. LE #50068 Q SHEET: o /m 0 0 x r M I ...\std right\110m wctm-elev-r.001 Jan. OB, 2013 14:11:45 COPYRIGHT © 2012 MARONDA HOMES FLORIDA BUILDING CODE 2010 :RESIDENTIAL 0/-01-13 REV, 2013 DRAWING UPDATES y 0 N �n — — — — — — — — - — — — — — — — — --- 301-0" = 22' F o B POR H. P LOCATION OF 10'x3O'PORCH. 3' 4" I ' 8 8' 0" FTG OPT. 10'XIB' POR p 3'-7V2" FTG — 40'-4V2" — - 4'-4" 3' la 5'-6" 4'-4" 4'-0" 4'- 6'-0" 5'-4" 6' 0 3' N" I la -a' 4a 0" �- N— ----------- ----- ------- ------ O 0 A2 S IV2°RECESS FOR A2 FTG SLIDING GLASS DOOR FTG ro I � ■ ■ I FTG I I L— — — — — t N \ A2 • w o I FTG �I I I UII I W� 4'-O° x" 0-11e I r-----T -- I I /a - I • ■I I I I� o pTG Frc ;o m Ln � I I Vj/D 2zfi W — ---------------- — ---------------- — — -- — — — — — — — — — — -- �� • r� -----o --------------- --- ----i `P S1 AB EDGE I I I _J I 8'-d/4^ a r---- --- --i (3) 2x4 POST ■ I I w/ LTS20 � � FTG _O 8' x 12" x N"THICK'N w I SLAB O ■ I J II N I FTG • F FTG G2 FTc N 2V2° a 26'-8j/a' A2 FTG SLAB EDGE I ■ ■ I 6���e I I �• • ■ ■ A2 -- --- — — — � R G2 R ^� FTG I FTG FTG FTG CONC.SLAB I G2 -- — — — ------------� -- -------- 341 RAIN /RAIN RISER ■ RISER • • • • • • • ■ — ——4'-l0° — — — 2'-2"— 4'-l0" 2'-2" 2'-!0" 6'-4" 2'-10" l'-4° 16'-0°l`-4° N THICK'N EDGE FTG 54'-0° AT/O 3'-6" X NC. ESSOR I I 778" T- h GENERAL FOUNDATION NOTES: ALL FOOTING REBAR SHALL BE CONTINUOUS (2) 15 BARS GRADE 40 STEEL w/ 3" MIN. COVERAGE, U.N.O. ALL VERTICAL REBAR, DOWN REBAR, DOWEL REBAR AND BOND BEAM REINFORCEMENT SHALL BE °5 BARS GRADE 40 STEEL PLUMBING PASSING UNDER OR THROUGH A FOOTING SHALL BE ENCASED IN A PIPE TWO (2) SIZES LARGER THAN THE PLUMBING PIPE. ■ = INDICATES FILLED CELL WITH REBAR ❑ - INDICATES FILLED CELL WITHOUT REBAR ALL CONCRETE GROUTED CELLS FILLED w/ 3000 psi CONCRETE SHALL BE CLEAR UNOBSTRUCTED CONTINUOUS 3" x 3" MIN. CELLS w/ (1)'5 BAR GRADE 40 STEEL TIED AT FOOTING LINTEL STEEL. PROVIDE INSPECTION HOLE AT BOTTOM OF GROUTED CELL STACK. PICAL CONCRETE SLAB: 3Vz" DEEP URED 2500 psl CONCRETE SLAB w/ fi 6 /0/ WIRE OR FIBER MESH ON VISQUEEN V6POR BARRIER w/ ALL JOINTS TAPED 0 IER CLEAN COMPACTED (2000 psf,MIN) T RMITE TREATED FILL. R INSTALLATION OF GROUND ROD, S E TYP.CONC.ENCASED ELECTRODE TAIL SHEET' FTG S�E DRAWING 10 FP/ FOR UNDERGROUND P UMBING AND MECH. CHASES FOR THESE PUMS HAVE B .EN REVIB O IIV ACC ADANCE WITH THE FLORIDA BUILD IG CODE 3'-6" X 3' " CONC. COMPRESSOR PAD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT io MAY BE NECESSARY IN ORDER TO Z� COMPLY WITH ALLAPPLICABLE CODES. 0 3-6° X 3' ' CONC. v COMPRES OR PAD `r CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD TREATMENT REQUIRED 0 ti g 0 i O �u 0 4005 MARONDA WAY SANFORD, FL 32771 (407 )321-0064 FLORIDA- THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION R301OF THE FLORIDA BUILDING CODE 2010 : RESIDENTIAL ALL CONNECTORS HAVE BEEN CHECKS TO WITHSTAND ALL APPLICABLE LOADS, DESIGNED WIND SPEED Vulf =160 MPH Vasd =124 MPH 0 Cl- CL Z Q LLJ z o 13 03/14/2013 Tomas Ponce MSCE, PE o FL. PE. LIC, #50068 z ¢ SHEET: coPrRlcrlr © zolz MaRONoa roues FLORIDA BUILDING CODE 20/0 : RESIDENTIAL 0/-0/-13 REV. 20/3 DRAWING UPDATES 2Qx_wct_fnd-r.002 Tan. 08, 2013 14:11:20 WE DRYER VENT -� THRU WALL LAUNDRY VINYL w/ 8'-0" CEIL. WASHER BOX —. HB ...\130em-wctem_pIn1--r,A03 Jan. 08, 2013 14:11:20 '-4" 10'x30' PORCH 30'-0` 22'-8" LOCATION OF IO'x3O' PORCH — — — — — — --- — —; ---------, OFT.IO' PQ r' ATi(I SLAB { L£'C.fiTiiJN F OPT. 10'xl8' PORCH/PA77?j 3t:AB... -[ 54'-0" 13'-7Vz" _ I I 4' E" 9 4 I I 6Va" 8 0 !6'-5�" 4'-0" I I •-D"x4•-o• I I /0,..9V2° ONC. SLABET q � A EGRESU — 235H 6-x 80 SLG'D 0 24SH 245H 1_l 355H P/C LINT L FILLED P/C LINTEL FILLED O O 2 -!I" A 5A B 2 BREa AST NOOK FAMILY ROOM, DEN ■ 5A I VINYL CEIL./ VINYL STOP CARPET C�PCROWN OWN MLD'G ■ (CC° /` MLD'GIL -. THESE PLANS (AYE REW 5A OPT KITCHEN ABOUN 4L L� IN ACCORDANCE WITH THE FLORI ....—KITCHEN 3' 9 VINYL 4'CEIL. CROWN MLD'G p� � BUILDING CODE � z ■ '-6'/g° 3'-l' C T-3V2' 3 /° 3'-lD%" ACCESS.I?3 ■ 5A N VINYL w/v"-0"CEI1- 4'-8' 8'-4V4" 32' "� �v VINYL 3080 30 0 STOPT�• 2,- /OPENING 1 I6' 5H / l6t PH / ■ ■ SPACE/1 / / / OR WINE/ CHILLERPANTR /x i WIC i POWDER ROOM ( �O VINYL w/8'-0" CEl TB CARPET wi /3'-3%8' VINYL w/8'-0' CEIL. N 3 8'-0' CEIL / 'r p / i 3080 / / /(4)/30 0 ' / / / PH PEN/NG 6" 5 W.M.S.■ 61! (2) 2x8 HDR HALLWAY (2) x 'ALL VINYL w/8'0 CEIL F-4 v i YIALLWAY — �—BEARING £O" o WALL Ix4 vtD. ^o W VINYL w/y-4'CEIL. y STUDS @ VINYL STOP M BEARING WALL, 2x4 WD. `� nw m STUDS D 16.O.C. (TYP) THESE PLANIS AND AU. -R POSED WOR ■ ARE SUBJEL I � .N; C;iF�, FiECTIONS (3) 2x4 POST +,� BS REQUIRED BY FIELD INSPE TORS THAT / DRYWALL ON UNDERSIDE 2 MAY RE NG.EdSARY IN OR ER TO ■ w/LTS20B OF STAIR &WALLS, COMPLY WITH ALL APPLI6 &LG CODW, 3 W CARPET FLOOR WALL LINE, ABOVE WALL (UNDER STAIR GARAGE +� CONC.w/9'-4"CE,.. %'TYPE "X'DRY•ALL M CEILING ■ LIVING/DINING ROOM ■ .. CARPET w/9'-4•CEIL CROWN MLD'G 40HIGH SLOPdD 2x4 WD.WALL AB E TREAD w/DRYWAL ° CAP -----------= FACE OF WALL WOOD HANDRAIL 2T-d/q" + FOYER PRE -ASSEMBLED STAIR + MMED FAST o A VINYL STOP SEE SHEET' STR VINYL/OPEN ABOVE 3Vz" 3V2' A AVOID 3'_gVs" U.aS. I C SSED P/C LINTEL FILLED � 8�" 8�• I- �. 7E � 3-0 LITE ■ ■ ■ 3'-4x12'-0" P/C LINTEL FILLED w/(N'5 REBAR TOP & BOTT( N [p • 5 LINTEL E TOPL& BOTTOM CONC. SLAB ■ ■ ■ i ■ ■ i- ■ 25 SH 25 SH 16'-O"x7'-O" O.H. GARAGE DOOR 8'-O'x7'-O" O.H.GARAG.- DOOR 6'-0 2'-5V2° L 8'-10, 3'-2' P-4° 6' 0 /'-4" 8' 0 /'-4" 14'-O" 2 0 28'-0' _ — —54'-0' - ATi: ATI R '3 6" ,, - NC. COMPRESSOR 8-' 3'-6x3'-6" CONC. 3'-61x3'-6" CONC. COMPRESSOR PAL FB GENERAL FIRST FLOOR NOTES: ALL EXTERIOR WALLS -SHALL BE CONSIDERED m SHEAR WALLS MINUS ALL WINDOW AND DOOR OPENINGS. 0 EXTERIOR WALLS TO BE 7%9°CONCRETE a BLOCK w/ P.T.FURRING STRIPS IN A/C W AREA. TOTAL WIDTH - 8Y8' EXTERIOR OPENING DIMENSIONS ARE TO cc FACE OF MASONRY OPENING. INTERIOR LOAD BEARING WALLS TO BE 2x4 WOOD FRAME WALLS w/ STUDS M /6O.C., INTERIOR NON -LOAD BEARING WALLS TO BE i NOMINAL 35/"MTL STUD or 2x4 WD. STUD ALL WOOD NOT SEPERATED FROM AND/OR IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE 'PRESSURE TREATED WOOLY `FE LINTEL SHEET FOR LINTEL SIZES OVER k 'NDOWS AND DOORS, PRECAST LINTELS B' CAST-CRETE. •17W�VYI�,DWC Fl-L COMPOSITE BEAMS OVER WINDOW AND 4005 MARONDA WAY [.)OR OPENINGS ARE TO BE 8-NOM/1VAL SANFORD, FL 32771 b-"DTH AND I6"NOMINAL HE/GHT,U.N.O. (407 ) 321-0064 7 hE I6" NOMINAL HEIGHT SHALL CONSIST _ C:= AN B"TOP COURSE (BOND BEAM BLOCK) I".LED w/ 3000 pslCONCRETE w/ ( GRADE 40 CONTINUOUS HORZ."5 REBAR / ,"D AN B' HIGH STRENGTH PRECAST LINTEL . )WER COURSE WHICH SHALL BE UNFILLED, o V.O. FOR FILLED PRECAST LINTELS.USE , 100 psi CONCRETE w/ • AGGREGATE.FOR 77NFORCED PRECAST LINTELS, USE GRADE • 3 REINFORCING STEEL I ,0VIDE SAFETY GLAZING AT: -TEMPERED ALL WINDOWS OVER BATH TUBS. 4LL WINDOWS WITHIN 24"OF A DOOR SWING. 4LL SLIDING GLASS DOORS. FLORIDA ALL FIXED GLASS LITES OVER 30 SO.FT. THIS STRUCTURE WAS DESIGNED ALL LITES WITHIN THE FLOOR AND IN ACCORDANCE AND MEETS THE INDIVIDUAL PANEE GREATER THAN 9 SO.FT. REQUIREMENTS OF SECTION ALL SHOWER ENCLOSURES. R301OF THE FLORIDA BUILDING FROVIDE AFCls (arc -fault clrcult Interrupters) IN CODE 2010 : RESIDENTIAL ALL 41L DWELLING UNIT BEDROOMS PER NEC, CONNECTORS HAVE BEEN CHECK'L ECTION 210-12. TO WITHSTAND ALL APPLICABLE LOADS. 7 HE A/C DISCONNECT WILL BE LOCATED WITH/N FEET OF THE COMPRESSOR. DESIGNED WIND SPEED SEE SHEET •WLIFOR WINDOW AND LINTEL Vint=160MPH SCHEDULES AND DETAILS Vasd -124 MPH FROVIDE HEADER w/ 0) 2x4 JACK AND ,+ 2x4 STUD, EACH SIDE OF OPENING (NO STRAPPING REQUIRED, UN.OJ Z HDR TO BE NO.2 SYP SEE PLAN FOR SIZE Q ALL DRYWALL TO BE V2° THICK. UN.O. SC DOOR . MIN. l-y8°THICK SOLID CORE DOOR N - INDICATES FILLED CELL WITH REBAR Ll = INDICATES FILLED CELL WITHOUT REBAR O 5OUARE FOOTAGE: ® W l,t FLOOR LIVING 1730 SO. FT. 2 .d FLOOR LIVING 2179 SO. FT. (� b TOTAL LIVING 3909 SQ. FT. GARAGE AREA 606 SQ. FT. �L C'13VERED ENTRY 48 SO. FT.Lij 79TAL AREA 4563 SO. FT. `\ W U h o Ol"ENI NG PRESSURES.yu/t - l6omph 14 — o •27.6 -23.3 "27.6 •24_3 v aA ,E 50.0 26 4 -37.0 -26.7 -322 _;,3BJP.6 _xcn r rY ._aon 7% ANDARD PAI'TRY #2 or TRY; SEC_ SHEET # OPI PORCH, SE ` SHEET # OP2 BS /NTERIG SUPPORT BEARING WALL TO BE 2x4 "2 SYP. WOOD STUDS @ 16" O.C., ATTACH w/ V2"x 5V4"WEDGE ANCHOR w/ 2" x 2" x 3/6" SO. WASHER @ 48" O.C. Tomas Ponce MSCE, PE FL. PE. LIC. *50068 SHEET: 2 COPYHIGI: • Cc 2012 MARGNOA HOMES FLORIDA BUILDING CODE 2010 : RESIDENTIAL EXTERIOR WINDOWS: EXTERIOR DOORS/WINDOWS: MATERIALS SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER OF FASTENERS PER WINDOW/DOOR SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER OF FASTENERS PER WINDOW/DOOR I. f'c precast lintels = 3500 psi. 2. f'C prestressed lintels = 6000 psi. 3. grout = 3000 psl w/ maximum B aggregate. 4. Concrete mason units (CMU) r masonry ar ASTM C90 w/minlmum net area compressive strength - 1900 psl. S. Rebor provided in precast lintel per A615 GR60. Field rebor er p ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low reloxation. 7. 7/32 wire per ASTM A510. TYPICAL GARAGE DESIGNATION TYPICAL DESIGNATION •5 REBAR AT TOP •5 REBAR AT TOP ANN. (N REO D 8' NOMINAL W/OT MINJO REOD -h-To BOTTOM 2//TTO BOTTOM F-FILLED WITH GM/r/ U -UNFILLED OF BAR F-FILLED WITH GROUT/ U -UNFILLED OF REBAR � � AT BOTTOM OF UNEL _ II BOTTOM OF BOND BEAM = FGUANTITY OF •5 REBAR CAI J r OUANTIY OF '5 REBAR AT Diu j i = 8F20-IB-1IT o GROUT BFI6-IB/IT x GROUT } LGUANTFY of •5 REBAR AT 2 t GUANTm OF •5 REBAR g L _ =•5 REBAR AT BOTTONASTM FROM TOP OF LINTEL CAVITY "V' •5 REBAR AT BOTTOM AT 912'FROM TOPOF aNTEL CAV Y NOMINAL HEIGHT • • OF LINTEL CAVITY OF BOND BEAMIH4 ' ' WHEN CALLED FOR ONCIN LNOMINAL wlLirH BOTTOM REINFORCING NOMINAL HEIGHT FLOOR PLAN 7-51eACMAL PROVIDED1EN LINTEL LLNOMINAL WIDTH T-' 'v OM REINFORCING 8'NOM/NAL WIDTH PROVIDED IN LINTEL (VARIES) o c� Cr O ti o 2 W o V N o WINDOWS: DOORS: DOOR TYPE SIZE MASONRY OPN'G WINDOW TYPE SIZE MASONRY OPWG 1H2 SH 26V2" x 26' 27Vq" x 26' 2- [IN -SWING] 25V2" X 80%' 29" x 82�" IH3 SH 26V2' x 38Y8' 27V4 x 38�' 2 8 [IN -SWING] 33%2• x 80%' 37' x 82Y8' SH 26V2x 50%' 27//q' x 50�' [IN SWING) 37V2` x 82' 4P x 823/B' IH5 SH 26V2' x 63" 27Vq' x 63' 3-0 w/(l) SL [IN -SWING) 51%B' x 82° 545/B" x 82�" 23 SH 37'x 38%5" 373/q°x 38%B' C1-0� (NGJSL 64'/2'x 82' 68,X 82%' 24 SH 31- x 505/B' 373/' x 50%' 6068 SGD 72' x 80" 75V2' x 813/q' 8.Mortar per ASTM C270 4W M Or S. REVISED /2/29/04 25 SH 37" x 63' 373/q" x 63" 6080 SGD 72" x 96" 75V2" x 973/ ° HDliW } I` 4005 MARONDA WAY S A N F O R D. FL 32771 (4071 321-0064 258 Operating V ROUIid 37° x 63" 373/ ° x 71Vq' 9066 SGD 1093/q" x 80" 113Vq' x 81-" 34 SH 53VB° x 50-' 5378, x 50%, 9080 SGD /093/q' x 96' 1/3V4 x 973/' 35 SH 53VB" x 63 53%B" x 63` GAGE R x 84° %" x 84" 3715 TRANSOM 37` x /5V2' 373/" x I61 q" / GAR GARAGE Dx DOOR 192 x 64" 19Z x 84' 2 - 25 SH 74' x SY 743/' x 63' 3 3 E FRAME OPEN'G SIZE ROUGH OPN'G 0020 SH 23/2" x 23V2" 24" x 24" ' . THESE PUBS HAVE EL. PEVI�"�cD IN ACCORDANCE WITH THE FLORIDA @ 30 IO EUItDING CODE FLA7!^S IENED FL�D 3 E M a 6 2024 SH 23V2'x 27V2' 24`x 28' 2030 SH 23V2' x 35V2' 24' x 36' FLORIDA THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION R3010F THE FLORIDA BUILDING CODE 2010 : RESIDENTIAL ALL CONNECTORS HAVE BEEN CHECrD TO WITHSTAND ALL APPLICABLE P040 SH 23V2'x 47V2" 24"x 48' 2050 SH 23V2' x 59/2' 24 x 6d/q' 3030 SH 35V2'x 35Vz' 36Vq'x 36' 3040 SH 35V2" x 47V2° 36Vq' x 48' PORCH PO Q o o M M x x o LOADS. DESIGNED WIND SPEED Vult =160 MPH Vasd -124 MPH 9 3047 Operating V Round s . 353/°x 54/ 36/q"x 55/q° 3050 SH 353/' x 593/' 36Vq' x 601/4' _ �RW rating 433/q" x 543/q" 44Vq" x 55Vq' V U THESE PLANS AND ALL PROPOSED WORK �� ARE SUBJECT TO ANY CORRECTIONS Cg RCOUIRED BY FIELD INSPECTORS THAT P7 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. O C O O O CONCEALED FASTENERS OR ATTACHMENTS ARE THE RE RESPONSIBILITY OF THE CONTRASPOOFRECOD o J i� Z � �O f� W J W = 4 4 o ti o w w 4050 SH 47V2"X 59/2° 49X 60/q" LINTEL SCHEDULE 'BASED ON MOMENT AND SHEAR 87 REDUCTION FOR GRADE 40 NEBAR TABLE w/ � LENGTH APPLIED LOADS CAST -CREPE PRECAST SAFE LOADS COMM NTS GRAVITY1 UPLIFT TYPE POWER BOX STEEL GHAVITYJ UPLIFT l T 6" 1234 333 8RF30-08/1T 5623 3257 RECESSE PSbox8-30 *5-1T/*5-OB [18 0] 394/ 3853 4' 6" 203E 996 8F24-0B/1T 4576 4292 _ Q PSbox8-24 *5-TT/*5 -OB C18 a] 6746 6632 4'-6" 2036 996 8U24-OB/1T 4576 4292 PSbox8 24 *5-TT/*5-OB 118 a] 6746 6632 Q Q U W Q 4 4'-6" 203E 996 8U24-08/1T 4576 4292 PSbox8-24 *5-TT/*5-0B 118 a] 6746 6632 5 7'-6" 1 1078 240 8F/6-0B/1T 2632 1634 PSbox8-16 *5-1T/*5-0B 118 a] 2547 2458 6 4'6" 203E ggg 8U24-08/1T 4576 4292 PSbox8-24 *5-IT/*5-08 118 a] 6746 6632 7 5 -l0" 203E 996 8F24-0B/1T 2549 3295 PSbox8-24 *5-TT/*5-0B 118 a] 469E 4698 lldU�j//psi �f,�A !�Q ✓ram E ;$ F �, �y '_'• °'`• p` �77irryaN p4 8 914" 203E 996 8F36-IB/lT 6390 2842 GARAGE OOR PSbox8-36 *5-IT/*5-lB T18 aJ 3196 3149 9 /7' 4" 203E 996 8F36-0/1T PRESTRESSED 2047 872 GARAGE OOR PSbox8-36 *5 IT/*5-lB Ll6 0] 18/1 g52 Pl l0' 6" l07 44 8F8-08/IT 535 530 P RCH PSbox8-8 *5-1T/*5-0B C18 a] 657 793 P2 /4' 8" l90 2/0 BF8-IB/IT PRESTRESSED 458 239 RCN��++�+`� PSbox8-8 *5-1T/*5-1B 118 a] 396 394 P /4'-8" 190 210 8F8-1B/ * PRESTRESSED 458 239 @ RCH PSbox8-8 5-1T/ 5-lB 118 a] 396 394 P4 10'-6" 107 44 8F8-OB/[T 535 530 RCH - - — - — - — - — - 0 03/14/2013 Tomas Ponce MSCE, PE FL. PE. LIC, *50068 N LCCAST-CRETE PSbox8-8 *5-1T/*5-0B C18 G] 657 793 F8-013 5l a @ ELEV. F THE SPECIFIED LINTELS ON SHEET WLI ARE MANUFACTURED BY CORP. ALTERNATE MANUFACTURED LINTELS ARE AVAILABLE "BY OTHERS". SOLE AND FULL RESPONSIBILITY ISBY THE THEAINED ALTERNATE LINTELS ASRACTOR HAVINGIEQUAL TOTHEETION ORCGREATER O 0 _ _ _ _ _ _ O O — — — — — — SHEET: WLI Uj THAN THE ACTUAL GRAVITY AND UPLIFT LOADS, THAT ARE LISTED ON THIS HOUSE SPECIFIC WLI LINTEL SCHEDULE. @ELEV. ti REVISED 0+02 7 COPYRIGHT © 2012 MARONDA HOMES FLORIDA BUILDING CODE 2010 :RESIDENTIAL 0/-0/-/5 REV, 20/3 DRAWING UPDATES ...\133fm wctfm w1-i,wl1 Feb. 23, 2013 08:42:56 X SEAT �P��??LATES. FOR SEATEPLATEST SLSPECIFIED BELOW AASONRY T ALL TRUSS/MASONRY CONNECTIONS. TOTAL OTY. PART N0. DESCRIPTION 47 300100A034 USP NOP4 -FLOOR TRUSS SEAT PLATE FLOOR FRAMING: fFEM DESCRIPTION RIM BRD. II RIM BOARD FA - FF 16'WOOD TRUSS NOTE: FOR SHEATHING LAYOUT SEE SHEET * CSU SCAT PLATES: FOR FIRST FLOOR MASONRY WALLS,INSTALL SEAT PLATES SPECIFIED BELOW AT ALL TRUSS/MASONRY CONNECTIONS. TOTAL OTY. PART NO. DESCRIPTION 47 300/00.0034 USP NOP4 FLOOR TRUSS SEAT PLATE ERECTION/INSTALLATION NOTES 10 WARNING! THE ERECTION/INSTALLATION CONTRACTOR SHOULD PROVIDE ADEQUATE RIGGING ( CRANE, TAGLINES, SPREADER BARS)FOR SUFFICIENT CONTROL DURING LIFTING AND PLACEMENT TO ASSURE SAFETY TO PERSONNEL AND TO PREVENT DAMAGE TO FLOOR DECK PANELS AND PROPERTY. NOTE., AS PER BCSI-87: TEMPORARY AND PERMANENT BRACING FOR PARALLEL CHORD TRUSSES FROM BCS12008 EDITION,STRONGBACKS ARE NOT TO BE INSTALLED UNLESS OTHERWISE NOTED ON THE FLOOR TRUSS LAYOUT. ALL FLOOR DECK PANELS UP TO 309 KEEP LINE ANGLE AT CRANING POINTS AT 60' OR LESS. ALL FLOOR DECK PANELS 3070 60': ATTACH FLOOR DECK PANEL TO SPREADER BAR WITH LINES THAT SLOPE INWARD OR "TOE-IN".LINES THAT "TOE-OUT"COULD CAUSE FLOOR DECK PANEL TO BUCKLE. FLOOR FRAMING NOTES: 16" DEEP WOOD FLOOR TRUSSES N 24' O.C. U.N.O. II l6" HIGH WOOD RIM BOARD DESIGN LOADS TO LIVE LOAD = 40 psf TO DEAD LOAD =/0 psf BC DEAD LOAD - 5 psf TOTAL LOAD - 55 psf DEFLECTION: LL =L/480 TL = L/360 ROOF LOADS ASSUMED TO BE BEARING ON PERIMETER WALLS ONLY. FLOOR SHEATHING: "T&G WOOD DECKING GLUED & NAILED W/ 7d a 2/4" SCREW SHANK NAIL A 4'O.C. EDGES AND FUC. FIELD (TYPJ orl6ga.x I%'STAPLE e 20,C.EDGES AND fO.C.FIELD, SEE SHEET I FDO, GLUE MUST BE INCLUDED IN THE GROOVE OF EACH PANEL AND BTWN SHEATHING AND TRUSSES. FLOOR CONNECTORS; # FA3. RIM BOARD CONNECTION DETAIL ` BIWS-51 & LADDER TRUSS CONNECTION DETAIL ' E/WS-51 0 TYPICAL ATTACHMENT TO BEARING WALL w/ (2)10d NAILS, TOE -NAILED. SEE DETAIL D/WS-SI 8LK SOLID WOOD FIRE BLOCKING SEE DETAIL F/WS-SI. # FA3, SEE DETAIL SHEET B/WS-52 LA TAI4, SEE DETAIL SHEET E/WS-S2 \right\t3Sx wct_ft2-r.ft2 Feb. 18, 2013 11:49:44 FA3 I T_/" 6'-l3/4 DECK LOOK DECK CA 7'-93Y„ RIM B D. RIM BRD. 5'-9V " 2x4 LEA -IN BRACE 2x4 LET -IN BRACE la�q" 2'-0' 2' 3Va" 6 -0" 2 -0' _ -0" 2' I L � J T I v Lj_ Li Ll_ m V R m # m � 1L EI \ I� M U C] U �z VIL ZQ BL ELK BLK BL LK BLK xa I I I ill I 2' 0" 4'=p'' F AY LOCATIONS 5' 2" T-IIV2" 2x4 LET-i V BRACE 2x4 LET -IN BRACE F-1 /" 8'-0" RIM lilts BRU. 8'-4" FLOOR DECK RIM BRD. 2x4 LET -IN BRACE 01/9' . 2'-0" 0-0" - r- v�i ti =0 U a� _ 1 ?LK b m u , q 8 1%" 1 FLOOR DECK 81_0" 8'-0' FLOOR DECK @ FLOOR DECK �J 8 -0 FLOOR DECK 2G 7'-1034" RIM BRD. T-912" RIM BRD. 2x4 LET -IN BRACE q" 2'-2Vq" I' 93/q" 2 3%2" RIM BRD. 2x4 LET -IN BRACE Llovo_,�_ 2 -0" 2 " 2 RIM BRD 2x4 LET -IN BRACE ,I/. -n r-n" -31/ " 2x4 LET-lN BRACE ' 101/a" . Z-O' 2'-O" . 2'-I Lj_ LL_ Lj_ �i Li- zz NQ m rn m N v Lj_ LL_ Lt- N w� x� U J 2 U K L BLK BLK BLK BLK BLK BLK BLK BLK BLK BLK BLK'. BLK BLK BLK BLK Jo �W C I3� = 2 — b¢ v m 2x4x5'-0" v z F LET IN BRACING q M 9, 215�8„ CO EALED F MENEM R ATTA MW PAD FACE OF TRUSS w/j/q' ETHE I ESPONS I lUTVOF OS8 v STAIR CONI ICTOR C F RECO —(3)2x4 POST BELOW La RIM SEE FLOOR PLAN. ATTACH RIM TO POST w/0)MSTA24 = m OPENING e WD. TRUSSES 70�_ 0" 2'-0' 2'-0" FA3 LOCAT ON FAC TRUSS x4 LET -IN BRA J RIM BRD. /'-0" N 2 0 Lu �d g � o O Z J m Q j U o 0 N1 Homes 4005 MARONDA WAY SANFORD, F.. 32771 b (407) 321-0064 I N I b N THESE PLAFASED WORK N ARE UBJECTIONS RFQ N COMF O IREDRS ENE Of WI THAT NMAY TO III AU, APPLICABLE CODES. 13 N o FLORIDA: THIS STRUCTURE WAS DESIGNED } IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION J ¢ q L R3010F THE FLORIDA BUILDING o g CODE 2010 : RESIDENTIAL. ALL CONNECTORS HAVE BEEN CHECK'D TO WITHSTAND ALL APPLICABLE LOADS. DESIGNED WIND SPEED o o m N C� o b VUIt = /I MPH VI =124 MPH I M b Q 61-0 2' 0" 2'-0 2'-O" 2'-0' FA3 LOCATIONS 7'-9V2" 8'-0'S 2x4 LET -IN BRACE 32" B._O„ RIM BRD. RIM BRD. /q 3 u o 2x4 LET IN BRACE 2x4 LET -IN BRACE 1 IO - oon Q c M p® O N Q o Q J Q) W Z\j U I-) m W Q a � N \. � �' t'w'���i6�19111t11ry�i p b # 0. N OF �V Y NAL Q VI/It101dfi6i11A 03/14/2013 Tomas Ponce MSCE, PE In FL. PE. LIC, 450068 SHEET: � T 2 COPYRIGHT © 2012 MARONOA HOMES FLORIDA BUILDING CODE 2010 ;RESIDENTIAL 0/-0/-/5 REV, 20/3 DRAWING UPDATES z 4' ■ 3 15',4' THEE I�LkAS HAVE 8.`N REVIEMED IN ACCORDANCE WITH THE FLORIDA U 'a Gf--NERAL SECOND FLOOR NOTES: ALL EXTERIOR WALLS SHALL BE CONSIDERED SHEAR WALLS MINUS ALL WINDOW AND DOOR OwING CODE OPENINGS. EXTERIOR WALLS TO BE 4-TH/CK,CONSISTING OF 2x4 *2 S.Y.P. STUDS w/ 716'OSB 11Y' SHEATHING. TYPICAL. U.N.O. EXTERIOR OPENING DIMENSIONS ARE TO FACE OF ROUGH OPENING o m m 4 INTERIOR NON -LOAD BEARING WALLS TO BE NOMINAL 35/6"MTL STUD or 2x4 WD. STUD PROVIDE SAFETY GLAZING AT: D ` TEMPERED ALL WINDOWS OVER BATH TUBS. o cn Z N ALL WINDOWS WITHIN 24'OF A DOOR SWING. ALL SL1DiNG GLASS DOORS. ALL FIXED GLASS LA'ES R CIP p v W NS. V (2) 2x10 LVL W MS. W.M.S. ® 3-0 O o �r C DED aKING o0 O 7U8 3 3 3 Bl OLD Bl- OLD B/ OLD B/ LD MASTER BATH VINYL w/8'-0"CEIL 121.2111. o �RMC m N VINYL ~ � n STOP BEDROOM *4 BEDROOM * BEDROOM *2 8' CARPET w/8'-0° CEIL llk/z"CEj\SI CARPET w/8'-0" C L 1 'STU S P 2 6 m BATH *2 VINYL w/8.0 CEIL. _ � 3' P CARPET w/8'-0• CELL 6'-8/2 2 I" 3; W.MS. OPE � Y NG c6 a? m T W.U.S. uj 3 N a I2�x�6'I A xIC `--" W" CAR' ET w/8' 6' CEIL. W/C CARPS' w/8-O'CEIL c� 2 VINYL STOP 2 6 2 6 2 6 - v L ST cAR w/8'-0•CEIL TB BATH *l VINYL w, 0 CEIL N 0 W.M.S. W.MS. VINYL STOP -6 3'-1• A C R 2 6 4 0 0 i.�. A C' LINEN SHV' 5'-10• OPENING 3'-P 51-10• A W.U.S. 3'-1" HILL CAR w/8'-0 WOOD 9'-3%g' A/C PLATFORM SEE DETAIL SHEET* SD-H BE[iVP ILA 2648 2648 DOOR - IV2"STUDS _ _ _ _ _ _ _ _ _ _ _ _ _ J I I BI- OLD BF OLD 4'-44 4'-4" RMC b v M T l%6 42- HIGH ET CEIL ANDRAILIlk AIR GRILLE A/C A/C 9 3 2x4 O END OF WALL THRU FLOOR &ATTACH TO TRUSS BELGW BLOCK'G AS REO'D i M 3'-P M '-5 i 49 I I 0 I I 3' 42 HIG w/DRYWALL CAP Q W.M.S. z P I I o O 42' HIGH SLOPED 2x4 WD.WALL ABOVE w/DRYWALL CAP 2 Lu CL O I I MASTER BEDROOM I I CARPET w/8'-O"CEIL I I CROWN MLD'G 40 BI-FOLD l/2• 6'-91/q° l'-5%4 26 3'-l' LOFT 3 CARPET w/8'-0' CEIL. IY-4" r WOOD HANDRAIL l2 I° lY-8%2' I I I 15'-4° OPEN 0 BELOW I ®D ALL LEDGE BEDROOM *5 \ CARPET w/8 0 CEIL ma if 8" STEP TRAY CEILING I T---_-------- 6448 F1lED PICTURE A w/64 2 ROUND ABOVE 4' 12'-0' 30 SH 3050 H 3050 SH EG ESS EGRE S EGRESS L4' 6' 0 5' 5%4' 8' F 8' 8 OVE 30 SO.FT. ALL UTES WITHIN /8'OF THE FLOOR AND IF LARGER THAN 9 SO.FT. �1 ALL SHOWER ENCLOSURES. Ayu.iw LIAR PROVIDE AFCls (orc-foult olroult interrupters) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION P/0-12 4005 MARONDA WAY SANFORD,L 32771 ALL BEDROOM WINDOWS ARE CONSIDERED (407) 321-0064 EGRESS UNLESS OTHERWISE NOTED SEE SHEET * WL FOR WINDOW AND LINTEL SCHEDULES AND DETAILS OPENING PRESSURES:yu/t - I6omph EXP. 27,6 30A -23.3 •27.6 37A -243 26.7 N Q 264* FLORIDA- EXP.ems C M 322 ^ 3- — '^^ ^ THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE R301OF THE FLORIDA BUILDING ` CODE 20/O : RESIDENTIAL. ALL CONNECTORS HAVE BEEN CHECK'D TSH WINDOW HEADERS TO WITHSTAND ALL APPLICABLE LOADS. DESIGNED WIND SPEED O (2) 2x8 HDR __=====— u� Vu/t -160 MPH 222 VW • 124 MPH o �$ (2) 2x/0 HEIR ALL OPERABLE WINDOWS THAT ARE LOCATED MORE THAN 72" ABOVE FINISHED GRADE, THE LOWEST PART OF CLEAR OPENING OF WINDOW SHALL BE A MIN. OF 24 AF.F.OF ROOM. O 0FLR LAU'OR MASTS A w/ O Z S/TTIN5.,.RO E O O Q L O THESE PLANS AND ALL PROPOSED WORK Q ARE SUBJECT TO ANY CORRECTIONS U REOUIRED BY FIELD INSPECTORS THAT ¢ MAY BE NECEOYARY IN OR00R TO (� W OOMPL,Y WITH ALL APPLICAALN C40tM, M >;OM'tRACTOR QF RECORD 01, Tomas Ponce MSCE, PE o FL. PE. LIC. *50068 SHEET: `c ...\140m_wctm_pin2-r.004 Jan, 08, 2013 14:11:29 COPYR/GM© 20/2 MARONDA HOMES FLORIDA BUILDING CODE 2010 :RESIDENTIAL (11-01-13 REV. 2.0I3 DRAWING UPDATES I I � fi V. �mm W2/30 W4830 FILLER W3612 W3630 W3015 W3630 WC243 0 g 430 W4230 N REAR FACE OF ISLAND CABI S STALL %99"VENEER PANEL OV R.... ti q PLYWOBD BACKER w/ (2) 0 SIDE a CO ER PEICES. w ............ 1S > 48" ADD (l1 BATTO MOLDING 0 ti AT P EL JOINT VENTLES '• Ct RANGE HOO a CD 6080 3080 . 30R0 SUD/NG OP€NlNG OPENING. DOOR J: RE RIG. SP E o PACE ....... X-•— =' LL Homes LEN � LS36 SB36 B21 812 DISHWASHER B30 B30 B48 36 4007 D 24LS36 SANFORDRONDL 32771 (407) 321-0064 A KITCHEN ELEVATION OPT. K/TCH N ISLAND KITCHEN ELEVATION KITCHEN ELEV ION BIS SINK END CAP m c THESE PLANS AND ALL PROPOSED WORK CONCEALED FASTENERS OR ATTACHMENTS ARE SUBJECT TO ANY CORRECTIONS 3 o O � RPOUIRED BY FIELD INSPECTORS THAT ARE THE RESPONSIBILITY OF THE MAY BE NEC€S3ARY x FLORIDA - LIGHT BAR PER IN ORDER TO $ DESCRIPTION OF COMPLY WITH ALL APPLICABLE CODES. CONTRACTOR Of RECORD u' THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE MATERIALS REQUIREMENTS OF SECTION ti R301OF THE FLORIDA BUILDING CAP ALL E ES CODE 2010 : RESIDENTIAL. ALL NNECTORS HAVE BEEN KD B/S R.MC. .......... . END CAP OP . KITCHEN ® ® ALL APPLICABLE TO WITHSTAND ADS 3 o D 5'-0 DESIGNED WIND SPEED GFIOUTLET 0 CENTERED _........... _ _ .......... p UNDER MIRROR MIRROR 3' 9 3" END SPLASH Vull = 160 MPH Vasd = 124 MPH a\�Q SINK r ? F END SPLASH 5,-2, io b B/S o END CAP PED. SINK END CAP V8B30 V8830 END CAP J ACCESS POWDER DEN/ACCESS B/S DEN/ACCESS BATH ITCHEN COUNTER TOP PLAN (D-� ROOM ELEVATION C BATH ELEVATION LAV TOP PLAN �U FOR COUNTER TOP CONSTRUCTION l NOT FOR FIELD USE a ONLY. � LIGHT BAR PER p LIGHT BAR PER DESCRIPTION OF S MATERIALDESCRIPTION OF MATERIALS P \ Q O Z GFt LET Q OW CENTERED 2770 UNDER MIRROR MIRROR ARCH MIRROR MIRROR MIRROR W x OPENING b W c• 4� m Q O � �— F' 94 / VKD30 V8B30 VBB30 V8B3O VB830 /�r, ��GE ^'w^ •-, 'b / MASTER BATH ELEVATION BATH #2 ELEVATION l BATH #1 ELEVATION lJ �l I arti of g►O' "+ 5'-2'£' 2'-6" 2'-6' 3'-9" Y-3" B/S B/S SINK B/S -T pG�� NAL : b b b Tomas Ponce MSCE, PE o FL. PE. LIC, *50068 2 —CENTER SINK CENTER SINK END SPLASH CENTER SINK END SPL H END SPLASH SHEET: a BATH *2 BATH #I MASTER BATH LAV TOP PLAN LAV Toy PLAN LAV TOP PLAN 55 o 0 J AHONDA RIDA BUILDING 2010 RESIDENTIAL cOPyR 0/-0/—/3 M REV. E52013FLDDRAWING EUPDATES ...\150x_wct_int@lev-r.03a Jan. 08, 2013 14:11:50 I I I I ALT. ELEVATIONS DO TED SEE EXTERIOR E ATIONS I I � I I I DMF ON LATH/ FRAMEI I HORIZ.CASING w/ WEEP HOLES — — — BLOCK/OSB I I I I I DMF ON BLOCK I I 54'-0' RISERS 75/s" AIR M. "DRYWALL ON n"P.T.FURRIN ON 8"BLOCK i G i 314' OSB LANDING ON 2x8 JOIST v 24" O.0 6'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8' O' 8'-0" B"-0" 6' 0 8'-01 8' 0" 8'-01 8 ®' 72 -4x8 SHEETS OF SHEATHING SECOND FLOOR SHEATHING LAYOUT ..\std-right\155x-wct_csu-r.csu Jan. 08, 2013 14:11:52 I PRE-ENGINEERED TRUSSES @ 24' O.C.. FA D2 12 PRE-ENGINEERED I - JOIST v 24" O.C. 2x4 WD. BEARING WALL m BUILDING SECTION FLAT OSB :SOFFIT W/ DMF ON UNDERSIDE OF ROOF TRUSSES 2xI2 CONT. HEADER, SEE SHEET SD-2 DMF ON I2"W RAISED DMF BAND ------ T/ 2nd FLOOR T! BRG. HGT. DMF ON BL0 K Ist FLOOR SLAB 2x4 WD. STUDS v I6' O.C. Y," DRYWALL ON 4" P.T. FURRING ON 8"BLOCK -. -T - - - . - '-. - I IT I AI AlI FJ A THESE PLANS HAVE 121REV88 IN ACCORDANCE VI R THE FLORM B1 UING CODE. T THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RFOUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODER, T/ 2 d FLOOR CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD T/ Ist FLOOR SLAB 0 Q z 0 0 0 N N � O N�arondaHomes 4005 MARO.NDA WAY SANFORD, FL 32771 (407)321-0064 FLORIDA: THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION R301OF THE FLORIDA BUILDING CODE 2010 : RESIDENTIAL ALL CONNECTORS HAVE BEEN CHECK'I TO WITHSTAND ALL APPLICABLE LOADS. DESIGNED WIND SPEED Vult Z 160 MPH Vasd =124 MPH Z � J � Q W C� h m W � � N R 03/14/2013 Tomas Ponce MSCE, PE o FL, PE. LIC.450068 N SHEET: o Lsu O a ONDA RIDA BUILDING 2010 :RESIDENTIAL COPYRIGHT 0/-01-13 MARREV. 520/3F�DRAWING CODE URDATES a a ' , a • 36' DROP-h COOKTOP DdL.WALL OVEN SP. is-91 KIT. ELEV. "A" END O O CAP I Z FINISHED EDGES FOR COUNTERTOP CONSTRUCTION _1 ONLY, NOT FOR FIELD USE END END END SPLASH CAP CAP GOURMET ITERTOPS W3342 W.369 L WALL. OVEN W3642 OC3384 B33 I B24 BL536 B21 S836 W/ 36' DROP -IN COOKTOP KIT. ELEV. "B" NW p�V E ..-..OPT, SECOND m ? THE EATING F Zb BECOMES AZT 2X6 WALL I PANTRY # 2X6 STUD WALL PLUMB'G CHASE PLAN _ -' COUNTERTOP ?R.---LAUNDRY IS CHOSEN FLOOR LAUNDRY CLOSET D PANTRY #2 FILLER FILLER W2730 W2730 WRL3018 WINE COOLER SPACE Y #2 FILLER FILLER ON REAR FACE OF ISLAN�NEVTTS$Ys INSTALL %4'VENEER PANEL OVER %4'PLYWOOD BACKER W/ (2)OUTSIDE CORNER PEICES. ISLAND > 48' ADD 0) BATTON MOLDING AT PANEL JOINT mi e 830 SB30 KIT. ELEV, "D" 812. Ki._. cLE-V. "C" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTION$ C;r3UIRED EY Fi LD INSPECTOR$ THAT 11AYBENECr JARYINOROERTO DGMPIN rill H A; .. APPLIGAGLB CODL$. WMS 4 0 BF (4) I6- SITTING ROOM CARPET/8-0 CLG BEDROOM #2 CARPET/8-0 CLG 9■I a OPT, (2) W3030 0111Will r i I STER BE )PO M I I. I I I I I I I I I I I j CONCEALED FASTENERS OR AITTACHII ARE THE RESPONSIBILITY OF THI ° CONTRACTOR OF RE�RO I I � I C 8 O [` � o Hones 4005 MARONDA WAY SANFORD, FL 32771 (407 )321-0064 FLORIDA THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION 4301OF THE FLORIDA BUILDING CODE 2010 : RESIDENTIAL ALL CONNECTORS HAVE BEEN CHECK') TO WITHSTAND ALL APPLICABLE LOADS. DESIGNED WIND SPEED V06d =124 MPH R N z Q Q o a ¢1 W 3 ¢ K! S►"' Tomas Ponce MSCE, PE . FL. PE. LIC.#50068 SHEET: PT. MASTER BEDROOM WITH SITTING ROJM OF/ � COPrRiGn © 2012 MARGAIDA HOMES FLORIDA BUILDING CODE 2010 :RESIDENTIAL C'I-0I--I3 REV, 2013 DRAWING UPDATES D D y y ...\160x_wct options=r.06q Feb. 23, 2013 '08:42:59 USP HARDWARE - 16OX TYPICAL TRUSS STRAPS: PRODUCT CODE a MAN. FASTENERS PPIFT TYPICAL HURRICANE STRAPS ARE AS FOLLOWS: U.N.O.ON ROOF FRAMING PLAN: TRUSS TO MASONRY: (l)TA18 54 TRUSS 70 WOOD FRAM'G: (l) R75 50 led NAILS -(2)TOP CHORD NAILS / OB07TOR CHORD NAILS HUS 26 LISP 16 iei)I6adTRUSSER 1925 HUS. 28 LISP1221 '.6d HEADER IBI i6d TRUSS 2570 Jus 26 LISP ul l0d HEADER 141 ICd TRJ55 N5 - JACK TRUSSES TO GIRDER TRUSS MP6F LISP HEADER/STUD 161 Bd TYPE I 605 JOIST/PLATE 167 Bd N SHALL BE NAILED TOP/BOTTOM CHORD VALLEY SET TRUSSES,SEE ENGINEERING TRUSS MPAI& MPA/F USP xBADER/sm0 I61 id JOIST/PLATE 16) Bd 680 95 SKH 26 L\R LISP HEADER I8116d 1085 JACK (6) 10d z 1 PACKAGE FOR CORRECT CONNECTION LVCO SKHH26 L/R LISP BEAKER 1!8) 1fid° JACK 1X 1 e 2190 SUH 26 LISP HEADER 16) I6d ° JACK (4) 10d XI e 725 SUN 28 LISP HEADER (8) 16d JACK I6) 10d % 11", 8(� THD26 LISP NEADEA Lie! Ifidl ° TRUSS I121 10d X t x 2700 7HD28 LISP HEADER Ile) 16d1 ° TRUSS 1161 10d X 1 z 2330' THD26-2 LISP HEADER ..B116d° TRUSS (16) 10d X 1i e 2595 THDH28-3 LISP HEADER (3G) 16d" TRUSS MG) 10d % 11 z 2665 THD48 LISPUF ER AOI281 X 1 ° TAIISS 1161 10d X 1 e 2595 THJ 26 LEVELAND HIP(7)IOd-HEAOER(I6;16d JACK 15) 10d X1 i /G/G (2) M7W 12 LISP 11 v t Od Ito) 10d x I-!/z 2390 (2) MUGTI5 LISP ''A" ANCHCR BOLT 3A.," EMBE°BED GIRDER (22) 10d X I ,2" 8330 (21 RTl6-2 LISP TOP PLATES IBI Bd TRUSS 18) Bd X 1,12, 2320 (2)MSTA24 LISP 116es ) I1Dd11e Il 3280 -, 21 C44 LISP PUS' Ibl 'hd BEAM pp FA3 LISP IE i%" 50O(2)1ORa; 855 23 J HC520 CUP LISP 'I UD I6) 8e ATEs I181 Rd INUSS Ii°3-10c % 1!�,,, PLATE 00) 10d % 1 z 445 24 HHCP2 CRNR CUP LISP 800 '251 HTA 20 ANCHOR LISP (14) 10d X 1 •,' 1615 26 I HTA 20(2)ANCHOR LISP (13) tod X 2 TO P-711 HTW24 LISP rem 10d /530 28 HJC26-SK60 USP' JACKER7111'Old76d, NIP 151 10d 1840 29 THD210-2 LISP HEADEfl I36) 16di " iRuss Izm t0d z t z 3810 30 KST237 STRP ANC. LISP 1341 lfid 5395 — 4 ....... u�OORR EX 811CAIW EXI WALL 31 LPTA LISPn FACE OF E CABL2x4 10d A LE u 'SP 32 LSTA36 LISP _ (zz) 10d X I'le" I640 33 LTWl2 LISP Oz) tad 775 34 LTS20B STRAP ANC LISP ANCHORA/2 Irt0CE BOLT EMBED. 1/00 110) 10d z t STRAP 35 LBP12 _TZ LISP J-BOLT PLATE (B) Bd STUD (8) Be N/A 36 LFTA6 LISP /2/0 37 WSTA12 LISP (to) 10d 935 ON ANY CORNER WITH TRUSS SPACING EXCEEDING 2L', PLACE 2X BLOCKING ON EDGE ALIGNED W/ OUTSIDE FILE OF EAT WALL MY TO FIT AGIINST UNDERSIDE OF SHEATHING. ATTACH TO EACH TRUSS W/ 0 rod NAILS. FOR MASONRY WALL CONDfrIONS,PROADE BARRIER BETWEEN BLOCKING. WEEN BLOCKING AND MASONRY OR USE PRESSURE- 38 MST Alb LISP 114) 10d /310 39 MSTA24 LISP (18) 'Od 1640 40 MSTA30 LISP 22) 10d 2065 BLOCKING @ CORNER JACK 16 TOP HEEL [IGHr CHORD 2 BOTTOM CHORDRTl6-2 4 I 41 MTW/2 LISP (14) 10d 1195 42 MTW18 LISP (14) 10d 1195 43 MT5278 STRP ANC LISP 1241 16d (1 )3,; ANCHOR BOLT 311," EMBEDDED 4635 44 MUGTI5 LISP 113," iN.,.DOL A 5CTHREAOEOIROO 4165 45 NP37 3Y6X 7 LISP HEADER 161 I6d 1 " IDP OF SOT, SEC.(6) tIM % 1 z 46. PA 28 LISP (151 16d 3700 47 JL28fF-TZ LISP 181 i6d HEADER 141 10a x 1,.,° Teuss - 730 48 RT16A LISP TRUSS 191 and x 1 .z" PLATE 18) ICd _ 1380 USP TOP PLATCS f81 0d TRU55 IB) Se X 1',1" _ FIR SS w1 ed PLATE 14) Be 1160 50 RT5 CUPS L/R LISP 540 012' TRUSS CPNTILEVER /2° 57 RT3A CLIPS L/R LISP 14) R TOP 14) Bd BOTTOM 6f0 52 TA 12 LISP (5) 10d x 1'2 990 TA 14 LISP 17) 10d x 17z° 1205 SOFFIT OVERHANG TRJSS END CONDITICN AT C.M.U. WALL TAl8 LISP (8)10dx11l, OR IA)'odx+'':°'20s00 (2)TA 18 LISP B) tOd I� t-PLY Od x P 2410I TA 24 LISP 187 10d x 1",' 1205 (2)TA 24 LISP (B) 10d x I',,' I -PLY (B) 10d x 11 " 2-PLY 24/0 FOR MISSED FLOOR ANCHORS, CONNECTOR MAX. UPLIFT CONSULT ENGINEER STAFF LTWIE 773 LDS PHD2 LISP gXB 5 EIA3EDEO EPDXY 4815 `BOLT of ,nl a moon or (2)HTW24 U�r 120) ,0, 1 led THDH414 LISPSP (i6) t6d - R 166) I6d - TRUSS S HGAIO LISP 19 1 WS15 - RAFTER/TAU I4) WS3 - PLATE LUG72 LISP PLATE 1111 TRUSS TRUSS I161 10, (2) LUGT2 LISP STUDS/TOP PLATE l t61 TRUSS (16) lad (2)MTw18 LISP ('4) 10d THD26-2 LISP(l el 16d HEADER (121 10d 'BUSS HTT22 USP (32) 10d 09 132) 16 1 x B" THREADED ROD EPD !2) RT5 CUPS LIP LISP !41 Be PATE 141 BC '-ATE \120-wct-em-mfir-r.tr! Feb. 271 2013 IP:@LIP pBS LLI RT16 700 IRS O a a m a Lo ti 68/0 1085 3Y " '^ DOg4520 �RT16 2260 LTW/2 LFTA6 g ANCHOR FASTENING SCHEDULE 2285 5370 MISSED ROOF TIE DOWN REPAIR LOBO SC'4LE'ATS GENERAL TRUSS NOTES: INFORMATION BASED ON 160mph WINDLOAD. ALL PRESSURES WERE CALCULATED USING MWFRS/C-C HYBRID WiND ASCE 7-/0, 2. PROVIDE TRUSS BRACING PER TRUSS ENGINEERING AND BCS11-03° THESE PLAAS HAVE B: -d REVI. IliANCE WMi THE FLORIDA COPYRIGHT (p) 2012 TC LIVE TC DEAD pC LIVE PC DEAD TOTAL CONCEALED FASTENERS OR AUAr.Nu ARE THE RESPONSIBILITY OF THE THESE PLANS AND ALL ARE SUBJECT TO ANY ( REQUIRED BY FIELD 1W MAY BE NECESSARY IN COMPLY WITH ALL APPI EXPOSURE 16.00 SNOW LOAD 700 LUMBER DOL 0.00 PLATE L 10.00 WIND 33.00 SPACING FLORIDA BUILDING COI DI -DI 13 REV. , SED WORK TIONS RS THAT TO CODES. III Q L V) 2 M w J Q O � W o o N ¢ G 03/14/2013 ToPonce YSCE, PE FL PF. UC.'5M N w N 0.00 SHEET: T Rf e 160 Vasd-124 a 2' a' ELEV - E & M 2010 : RESIDENTIAL FL_GSE 13 DRAWING UPDATES CONT. POURED %6"058 SHEATHING LINTEL BLOCK INTERIOR FINISH, 2x4 P.T. SYP w/ FOR CONT. PO SEE FLOOR PLAN (2)TAPCON HW4-234 BEAM (I/4"x 23/")SCREWS (l) @ 3'-B" AF.F. AND J (D M T'-0` A.F.F. 8" CMU WALL w/ FILLED'` CELL w/ (D *5 REBAR (SEE FNDN. PLAN FOR " OF CELLS AND LOCATION) WD STUD WALL LOCATION,. SEE FLOOR PLAN R-30 /NSULAT EXTERIOR WOOD FRAME TO BLOCK B NOT USED SCALE: IV2"=/'O" SEE WALL SECTION -ROOF PRECAST FOR ADDITIONAL NOTES, DIMENSIONS AND Zvi ROOF CONDITIONS PRE-ENGIN RED ROOF TRUSSES c 241OC. MAX. SEE SHE *TRI VZ" CEILING BOARD --r FLAT %'058 �OFFIT W/ Bd NAILS F O.CSEDGE & 4" ( EDGE w/ DUE ON UNDERS, (2) 2x4 *2 SEE TOP PLATES w/ OF ROOF TRUSSES HOOP @ EVERY 3rd STUD EXTERIOR FINISH, SEE ELEVATIONS r2) 2x *2 SYP HEADER OVER OPENINGS SEE FLOOR PLAN FOR SIZE/LOCATION %6"OSB SHEATHING ON EX V2"DRYWALL ON 2x4 *2 SYP STUDS WALL w/ ALL EDGES BLOCK 16"O.C.AND R-13 INSULATION ATTACH w/ 8d NAILS g 4" EDGES & 6° O.C. FIELD B WALL SECTION -ROOF @ WD. FRAME/ F, PORC l l REVISED 03-30-/0 R-30 INSULATION SCALE: NOT USED P.T.2x4 *2 SYP B0TTOM PLATE _ w/ FA3, SEE FOUNDATION PLAN EXTERIOR FINISH, SHEET *2 AND (I) D EA. SIDE SEE ELEVATIONS q OF OPENINGS LRTJ WOOD BASE CONC. SLAB c EVERY 3rd STUD ---------------�1� a T/1st FLOOR S4 CONC. SLAB 4" SLOPE V8: 12 2 co CONC. FOUNDATION, SEE FOUNDATION SHEET * 2 b PRE-ENGINEERED R TRUSSES ca 24"O.C. SEE SHEET *TRI - ROOF TRUSS END MAN VARY, SEE EA ' �v PRE-ENG'D TRUSS STYLE MAY VARY w/ MODELS T/- BGR. HOT_ TIE- TRUSS ATTACHMENT, ^-" SEE SHEET "TRI FOR CONNECTOR V2" SETBACK FOR &' OSB LOCATION 12"x8" LINTEL BLOCK 16"x4" H1GH BLOCK IZX P HIGH BLOCK l6°x16" BLOCK PIER NOTE: BOTTOMS OF STEP OUT BLOCK TO BE BULK HEADED TEMP: SO THAT CORBEL CAN BE FILLED SOLID 16" SO. BLOCK PIER w/ BLOCK CORBEL ISO CONT POURED TIE -BEAM LINTEL BLOCK NOTCHED FOR CONT. POURED TIE - BEAM � NOT USED SCALE: N.T.S. FIBERGLASS SHINGLES, ASTM D 225; ASTM D 3462, ASTM D 3161 MODEL *20YR CLASSIC AR, ATTACH W/ (6)lV4",11-12 ga.wl3V6'HEAD ROOFING NAIL PER STRIP or (2) PER INDIVIDUAL SHINGLE, ASPHALT SHINGLES MANUFACTURED BY OWENS CORNING IF26 ga.GALV. STEEL 04 L FLASHING *15 FELT PAPER, ASTM D 226 TYPE l or ASTM D 4869 TYPE 1, OVER SHEATHING TEMPORARILY FASTENED, LAPPED 2" %'OSB SHT'G w/ 8d RING/SCREW SHANK NAIL (AS PER OPEN BA R803.23J)4"O.C:EDGE & 6"O.C.,FIELD, (TOC.c GABLE END TRUSS)w/ CLIPS ON PRE-ENGINEERED PRE-ENGINEERED ROO TRUSSES v 24"O.C. TRUSSES @ 24"O.C.MAX. ALUM. FASCIA ON SEE SHEET *TRI 2x4 SUB -FASCIA R 30 /NSULATION� MTLDRIP EDGE19 �1�\ T/ BR( ST SOFFIT ° TO SUB- CIA FLAT %6" OSB SOFF�T w/ 8d NAILS Lo 8" O.C. C. 6" O.C. EDGE & 4" O.0 EDGE w/ DMF )E ON UNDERSIDE OF ROOF TRUSSES ° ROOF TRUSS ANCHO S, 1i4"SS TRIM NAIL THRU SEE SHEET * TRI FASCIA SOFFIT INTO SUB - FASCIA v 48" O.C. VENTED SOFFIT HIGH STRENGTH PR LAST LINTEL TOP -CHORD OVERHANG TRUSS: SEE SHEET *3 FOPREINFORCING F-CHANNEL w/ i�'T-NAIL e 16' D C. CONC BLOCK PIER, �I / BOTTOM CHORD CANT TRUSS: BEYOND FCHANNEL w/-e'x%'STAPLE @ 12° O.C. WALL SECTION -ROOF @ PRECAST/FRONT PORC D O0 REVISED 0 -04-09 : SOFFIT ATTACHMENT SCALE: I %2' _ l w n � EXTERIOR FINISH, 6) I I I SEE ELEVATIONS ro I CONC. SLAB I I I I BLOCK PIER, BEYOND IB I T/1st FLOOR SL SLOPE %8: l2 I I WALL SECTION -FOUNDATION LD WOOD FRAME W REVISED oz 2 NOT USED PER STEM WALLLL DETAILS .,.\0_details\190x_std-ws-bl.sws. Mar. 26, 2012 15:52:03 SCALE: l VZ" = FO" C REVISED C FINISH GRADE CONC. FOUNDATION, SEE FOUNDATION SHEET * 2 I I I I I L — SECTION -FOUNDATION La FRONT PORCH SCALE: l V2 THESE PLANS DIVE B"A REWEEMED IN ACCORDANCE WN THE FLORIDA �Y�WIgG CO� PRE-ENG'D TRUSS STYLE MAY VARY w/ MODELS BGR. HGT. TRUSS ATTACHMENT, SEE SHEET "TRI FOR CONNECTOR V2"SETBACK FOR 716'OSB LOCATION l2'x8" LINTEL BLOCK 16°x4" HIGH BLOCK 12"x4" HIGH BLOCK NOTE: BOTTOMS OF STEP OUT BLOCK TO BE BULK HEADED TEMP.SO THAT CORBEL CAN BE FILLED SOLID BLOCK CORBEL ISO NOT USED SCALE: N.T.S. FIBERGLASS SHINGLES, ASTM 0 225, ASTM D 3462, ASTM D 3161 MODEL *20YR CLASSIC AR, ATTACH wd (6) IV4",11-12 ga. w/j/'HEAD ROOFING NAIL PER STRIP or (2) PER IN0IVIDUAL SHINGLE. ASPHALT SHINGLES MANUFACTURED BY OWENS CORNING 26 ga.GALV.STEEL 4x4 L FLASHING *15 FELT PAPER, ASTM D 226 TYPE I or ASTM D 4869 TYPE I, OVER SHEATHING TEMPORARILY FASTENED, LAPPED 2' %6"OSB SHT'G w/ 8d RING/SCREW SHANK NAIL (AS PER R8032. 4.0 4" O.C. EDGE & 6" O.C., FIELD, (3" O.C. GABLE CND TRUSS)w/ CLIPS ON PRE-ENGINEERED TRUSSES @ 24" O.C. ALUM. FASCIA ON 2x4 SUB -FASCIA �» 11 MTL DRIP EDGE T/ BGR. , ST SOFF TO SO CIA VZ" CEILING BOARD ROOF TRUSS ANCHORS.SEE SHEET 8°CONC.LINTEL BLOCK w/ (1)*5 /V4°SS TRIM NAIL THRU REBAR w/STD. HOOK, CONT. FASCIA SOFFIT INTO SUB- VZ"MIN THICKNESS (2 COATI FASCIA M 48"O.C. EXTERIOR MASONRY PLASTER VENTED SOFFIT APPLIED OVER BLOCK TOP -CHORD OVERHANG TRUSS: I F-CHANNEL w/ I3 "T-NAIL M 16'' [APPLIED STONE DOTTED, SEE MANUF.INSTALLATION] BOTTOM CHORD CANT TRUSS: -CHANNEL w1j'xy8"STAPLE ROOF TRUSS END CONDITION 0 /ZO.C. MAY VARY, SEE ENGINEER'G WALL SECTION -ROOF @ BLOC C � REVISED 03-30-/0 : R-30 INSULATION SCALE: I V2" _ ! %2"DRYWALL 0441#P.T.:FURRING — 24" O.C. w/ R-4.1 FOIL INSULATION "AC SPACE ONLY" WOOD BASE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RFOUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO EXTERIOR FINISH, SEE ELEVATIONS (D*5 REBAR (GRADE 40) GROUTED SOLID IN A FILLS I CELL CONT. FROM FOOTING TO BOND BEAM 8" CONC. BLOCK T/1st FLOOR S4 CONC. FOUNDATION, SEE FOUNDATION SHEET * 2 FINISH GRADE 2 OF 0 COMPLY WITH ALL APPLICABLE CODES- 0 0 WALL SECTION -FOUNDATION @ BLOCK AREVISED 05-20-09 SCALE: I V2"= I'-0" MONO SLAB > STEM WALL COPYRIGHT (D 20/2 MARONDA HOMES a 0 �? N N � o 1�arondaHomes 4005 MARONDA WAY SANFORD, FL 32771 (4 07 ) 321-0064 FLORIDA THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REOUIREMENTS OF SECTION R3010F THE FLORIDA BUILDING CODE 2010 : RESIDNTIAL ALL CONNECTORS HAVE BEEN CHECK' TO WITHSTAND ALL APPLICABLE LOADS. EXPOSURE B.ENCLOSED BUILDING AND RISK CATEGORY ll. DESIGNED WINO SPEED Vult 160 MPH VGsd 124 MPH Q W Q � � Ct O C6 0 O C) Q h 03/14/2013 Tomas Ponce MSCE, PE N FL PE. LIC. #50068 SHEET: N Ws-Bl' FLORIDA BUILDING CODE 2010 :RESIDENTIAL r r /) %6"OSB SHEATHING ON" E�T. WALL w/ ALL EDGES ByOCr$eED MSTAV8 a CORNERS AND 32T.C. 7ON ST� ID wl ) TOO XI NAILS & ° (7110d xON �1W1NA1L I , I 1 — 4574 SP BOTT M PLAT olo NAIL BOTH PA BOARDS TO TRUSS AT PANEL JOINT. SAME . OF NAILS INTO TRUSS, SEE TABLE A ncry J OSB DRAFTSTOP ATTACH WOOD TRUSS MP6F TI PLATE v CORNER 72' O.C. Ml INSTALLA ION w/ (5) AS SHOW IN 2x4 B( AND (5) 6 d NAILS, AS RIM BOAND. %- DECKING MS AI8 c CORNERS EDOTTED] AN 32" O.C. i 9" N STUD w/ (7)Od X112" NAILS & 9" N WD. RIM w/ (7) Od x IV2'NAILS i i \ T/ nd FLOOR MF6 c TIE PLATE WOOD TRUSS PRO EACH CORI MAX TYPE I INST< � NAILS, SEE TABLE A w FRA WING 9 SIDE WALL: l'-01 SIZE PER TABLE A (2) lM BOARD w/ 2 - ROW$ N16d VAILS 0 12"O.C. ! FA3 LOCATION, (S W RIM BOARD T/B G. HOT. DECK DECK l T/BRG. HGT. I r*-7 EXTEND OSB DRAFTSTOP TO PANEL PANEL s14'WOOD DECKING EXT RIOR FINISH. II DROPPED CEILING, BLOCKING SEE ELEVATIONS %8" MIN. THICKNESS (3 CO 7 AS REO'D. �'- V2' CEILING BOARD a EXTERIOR MASONRY PLAS 2n APPLIELATHD OVER YPAR or EQUA K I e FA3, ATTACH wf (6) lOd x 1V2°NAILS S BUILDING WRAP PAPER t3�„ I INTO INSIDE FACE OF RIM BOARD, ' [APPLIED STONE DOTTE SILL SEAL FA3, ATTACH w/ (6)10d x I/2 NAILS SEE SHEET FT2 FOR LOCATIONS SEE MANUF.INSTALLATION @ HIM 1 INTO FACE OF LADDER TRUSS BOARD SEE SHEET °FT2 FOR LOCATIONS SET IN FROM OUTSIDE OF BLOCK: V2" MIN. THICKNESS (2 CO T LOCATION OF DROPPED 1 SET IN 4"FROM OUTSIDE FACE l7 �4" w/ 1%4"x l6"WOOD RIM BRD.OR l EXTERIOR MASONRY PLAS ! CEILING,SEE FLOOR PLAN OF BLOCK WALL l/2" w/ 2x WOOD RlM BOARD APPLIED OVER BLOCK DECK CONNECTION [APPLIED STONE DOTTE 8"CONC.L LIN TEL BLOCK w/ (D 5 SEE MANUF. INSTALLATION DRAFT STOPPING @PANEL JOINT � REBAR w/STD. NOOK;CONT. TRUSS FLOOR �r� TRUSS FLOOR CE PARTIAL SECTION -TRUSS FLOOR SIDE WALL WALL SECTION -TRUSS FL00SCALE. l V2" _ !'-0" REVISED 07-08-09 @:Y2 " _ !' 0 )REVISED 07-08-09 SCALE: 1 V2"= l G8'-IVB" 0/z° > 8' lV8" TABLE A BUSS DEP: R/A BD. " NAILS, RIM BRD. TO FLOOR TRUSS 9V4"1 2xl0 1 (4)10d NAILS INTERIOR STUD WALL, V2"DRYWALL ON%"P.T.FURRING 11V4" 1 EX12 1 (6) 10d NAILS SEE FLOOR PLAN FOR c 24" O.C. w/ R-4J FOIL INSULATION LOACTION/SIZE/HGT. "AC SPACE ONLY" 6" x OB' 61 /Od NAILS WOOD BASE 3/'WOOD DECKING. CONC. SLAB � WALL PAANEJ f / THESE PL46 favE tra REYlE<m IN ACGOM Wa TIE FIBERGLASS SHINGLES, ASTM D 225, ASTM M�AIS�I MODEL •20YR CLASSIC AR, ATTACH w/ (6)IV4",I1-12 ING NAIL PER STRIP or (2) PER INDIVIDUAL SHINGLE. ASPHALT SHINGLES MANUFACTURED BY OWENS CORNING 26 ga.GALV,STEEL 4x4 L FLASHING `!5 FELT PAPER, ASTM D 226 TYPE l or ASTM D 4869 TYPE 1, OVER SHEATHING TEMPORARILY FASTENED, LAPPED 2° OPEN BAFF %6"OSB SHT'G w/ 8d RING/SCREW SHANK NAIL (AS PER PRE-ENGINEERED ROO R803:2.3J) 4° O.C, EDGE & 8° O.C., FIELD, (3° O.C. v GABLE END TRUSS)w/ CLIPS ON PRE-ENGINEERED TRUSSES a 24"O.C.MAX. TRUSSES v 24"O.C. SEE SHEET xTRI ALUM. FASCIA ON 2x4 SUB -FASCIA ROOF TRUSS ANCHORS. SEE SHEET " TRl MTL DRIP EDGE(2) 2x4 \\\ STRAP 02 SPF TOP PLATES E HUAIL STRAP M 32"O.C., [SEE SPLICE DETAIL ON WALL PANEL SHEET *'WP21 j/4"WOOD DECKING ATTACH FIRE BLOCKING - WITH 10d NAILS, TOE -NAIL/ THRU SIDES INTO TRUSS TRUSS = FIRE BLX'G 160 = j14' DECKING %' = 2xI0'S REVISED 05-05-06 REV. NOTE @ OPENINGS ...\0_detaHs\191x_std_ws-s1.sws NAr. 26, 20t2 15:52:09 PLATE 80ARD l U T SOFFIT We IN l\ TO SU - SCIA R-3 INS ATI @ 8"O.C. T/ PLAT FLOOR TR S D CMU WALL Vz° !LING BOARD /V4" SS TRIM NAIL THRU FASCIA SOFFIT INTO SUB - FASCIA Lc 48"O.C. (212x02 SYP HEADER OVER OPENINGS— VENTED SOFFIT AND J- SEE FLOOR PLAN FOR SIZE/LOCATION CHANNEL w/ s " x" STAPLE v 24" O.C. V2"DRYWALL ON 2x4 '2 SYP STUDS %6"OS9 SHEATHING ON EXT. WALL w Q !6"O.C.ANO R-13 IN EDGES BLOCKED ATTACH w/ 8d N TYPICAL WALL CONNECTION -TRUSS FLOOR ROOF TRUSS 4'O.C.EDGES & FO.C.FIELD or 16ga STAPLE 0 2"O.C.EDGES & PO.C.FIE / MAY VARY SEE EDNGINEER'GN WALL SECTION -FRAMED ROO V2 SCALE: l " = l'-G„ REVISED 08-29-11 SOFFIT ATTACHED TO ROOF TRUSS @ 24" 0.C. .SCALE: I %2"= I — 2x4 SPF BOTTOM PLATE NAILED w/ 10d NAILS c 12" O.C. TO RIM BOARD MSTA13 CORNERS WOOD BASE - 9NON3STUD w/ j/"T&G WOOD DECKING GLUED & NAILED w/ 7d x 2/4 71 /Od xl%z" NA LS & SCREW SHANK NAIL @ 4'O.C. EDGES AND 81O.C, FIELD (TYPJ 9" ON WD. RIM w/ or 169a.x 1%"STAPLE a 2°O.C.EDGES AND 4°O.C.FIELD, � ) (7)10d x 1V2"NAILS SEE SHEET : FT2, GLUE MUST BE INCLUDED IN THE GROOVE OF EACH PANEL AND B7WN SHEATHING AND TRUSSEM. T/2nd FLOOR 6° & 72" O.C. ° ° ION FROM EACH CORNER & 72" T�Wnnn 6 RIM BOARD, BEYOND MAX., TYPE IINSTALLATION Rill lI BEYOND PRE-ENGINEERED W RUS SILL SEAL w La 24" O.C. MAX. SEE FRAMIN N SHEET •FT2 EXTERIOR FINISH, SEE ELEVATIONS 2x4 LET -IN -BRACING v TOP, AS REO'D FILL ALL SPACES AND ATTACH FIRE BLOCKING OPENINGS WITH AN WITH 10d NAILS, TOE -NAILED APPROVED MATERIAL TO THIRD SIDES INTO TRUSS RESIST THE FREE PASSAGE TRUSS -FIRE BLK'G _ OF FLAME AND PRODUCTS OF COMBUSTION PER SECT. I6" = " DECKING R602.8 3/49V4 ° = 2xlo's ATTACH WOOD TRUSS TO BEARING WALL (2)2X4 °2 SPF TOP PLATES / 00 INTERMEDIATE D2 @ END CONDITION FIRE BLOCKING -TRUSS FLOOR TYPICAL INTERIOR BEARING WALL -TRUSS FLOOR SCALE: I V2" = I'-O" D REVISED 01-04-07 I LET -IN BRACING NOTE SCALE: 1 /2" 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. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE 4" CONTRACTOR OF RECORD =EXFEHIOR FINISH, SEE ELEVATIONS �- (D "5 REBAR (GRADE 40) GROUTED SOLID 1N A FILLS CELL CONT. FROM FOOTING TO BOND BEAM 8" CONC. BLOCK T/Ist FLOOR S4 AB T SEE FOUNDATION TION SHEET " 2 —FINISH GRADE WALL SECTION -FOUNDATION @ B REVISED 05-20-09 MONO SLAB -) STEM WALL 0 SCALE. I V2" = l'-0' COPYRIGHT © 2012 MARONDA HOMES 0 4 z a U 0 N o L&KIjoukHome 4005 MARONDA WAY SANFORD, FL 32771 (407) 321-0069 - FLORIDA 3 THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE x REQUIREMENTS OF SECTION R3010F THE FLORIDA BUILDING h CODE 2010 : RESIDNTIAL ALL CONNECTORS HAVE BEEN CHECK'D TO WITHSTAND ALL APPLICABLE o LOADS.EXPOSURE B, ENCLOSED BUILDING AND RISK CATEGORY Il. o i DESIGNED WIND SPEED Vult=160 MPH Vasd =124 MPH Q) U J w J o; CD O ti O O m O w Lu 4 h ,.. ,M+,- a f r a p; ... Cb. J' 03/14/2013 Tomas Ponce YSCE, PE N FL. PE. LIC° t50068 Ir g SHEET: N ws—s/ FLORIDA BUILDING CODE 2010 : RESIDENTIAL 2x4 SPF BOTTOM PLATE FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462, ASTM D 3161 MODEL THESE P- AILED TO — �' USTA18 @ 2nd STUD � ILA �� N E E RIM RDARD w/ 1Pd NAILS 12" O.C. *20YR CLASSIC AR, ATTACH w/ (6) l%S",11-12 ga. w/%"HEAD ROOFING WOOD BASE FROM END & 32" O.C. 6� 9'ON STUD w/ NAIL PER STRIP or (2) PER INDIVIDUAL SHINGLE. ASPHALT SHINGLES IN ���uril,i MANUFACTURED BY OWENS CORNING (� �� I'I pilli %"T&G WOOD DECKING GLUED & NAILED w/ 7d x 2/4 (7)10d xIV2" NAILS & SCREW SHANK NAIL O 4"O.C.EDGES AND FOL, FIELD OYPJ or Sga.x !Y4' STAPLE A 0O.C. EDGES AND 4"Of. FIELD, 9"ON RIM BOARD w/ 26 go.GALV. STEEL 4x4 L FLASHING p���,�1'' C D a SEE SHEET 4 FT2, GLUE MUST BE INCLUDED IN THE r7) 10d x -1V2" NAILS 15 FELT PAPER, ASTM D E26 TYPE l or ASTM D 4869 TYPE 1, G1/1iL/INQ GROOVE OF EACH PANEL AND BTWN SHEATHING AND TRUSSES: OVER SHEATHING TEMPORARILY FASTENED, LAPPED 2" g T/2nd FLOOR OPEN BAFFE %6"OSB SHT'G W/ 8d RING/SCREW SHANK NAIL (AS PER z MP6F TIE PLATE @EACH R-l9 ATT I SUE. DMF ON LATH CORNER & 72"O.C.,TYPE I PRE ENGINEERED R00 R80323I14OC,EDGE & 6O.C.,FIELD,(3"OC.9 GABLE END TRUSS) w/ CLIPS ON PRE-ENGINEERED wo FRAME INSTALLATION TRUSSES Lo 24" O.C. MAX. TRUSSES a 24 OC. PRE-E INEERED WOOD FLOOR TRUSS � SEE SHEET 'I Rl ALUM. FASCIA ON Le 24°O.C. EE FRAMING SHEE R-I9 BATT . UL WOOD RIM BOARD, � 2x4 SUB -FASCIA �u 2 SIZE PER TABLE A W ROOF TRUSS ANCHORS, W SEE SHEET * TRI MTL DRIP EDGE a WOOD BLOCKING BETWEE (2) 2x4 *2 SPF TOP PLATES w/ HURR. L N ALUM. FASCIA TRUSS D BLOCK WALL XTERIOR FINISH, STRAP � 32'O.C., [SEE SPLICE DETAIL ° EE ELEVATIONS ON WALL PANEL SHEET *WP2J Q o T/BRG. HGT. T SOFFIT - --. — _— — -- — — V2" CEILING BOARD USTA12 M END JOIST & 0 SO SGIA 8'O.C, �■ HV11,es 2x's SYP N ILERS, EVERY OTHER FLOOR JOIS R-3 1NS TI [!1/ 75OFFIT CONT. 6" UP ON RIM BRD. AND 6" T/ PLAT_ SILL SEAL I ON UNDERSIDE OF JOIST THRU TRIM NAIL ThIRU FASCIA TAl4, ATTACHED TO FACE OF l0 /0 WOOD RIM B V2" ILING BOARD /V4" SS TRIM NAIL THRO DA WAY S AA N F O 4005 RD , F L 3 2 7 71 SOLFTF INTO WOOD TRUSS w/ (9)1Od x 1V2" F SEE DETAIL FASCIA SOFFIT INTO SUB- FASCIA @ 48"O.C. (407 )321-0064 STAPLE SOFFIT WOOD RIM BRD... TO WOOD RIM BRD. Lo 46"O.C. NAILS .SEE SHEET ` FDO S-S. (2)2x_-_ *2 SYP HEADER OVER OPENINGS VENTED SOFFIT AND J- e 8"O.C. CORROSION RESISTANT NAIL w SEE FLOOR PLAN FOR SIZE/LOCATION CHANNSTLELCe 2 " 8' CONC. LINTEL BLOCK (11 *5 VENTED SOFFIT AND Vz"DRYWALL ON 2x4 *2 SYP STUDS CON EALEDFASTENERS ORATTACHMENT' w/ J-CHANNEL %'OSB SHEATHING ON EXT. WALL w ALL p /� SOFFIT CO/yNE TION- REBAR, CONT. w/ J" x 5/" STAPLE c 16" O.C. INTO 2x4 SYP NAILER M I6" O.C. AND R-13 INSULATION EDGES BLOCKED ATTACH w/ 8d N E THE RESPONSIBILITY OF THE 4'O.C.EDGES & FOG.FIELD or16ga 1314' TRUSS FLOOR ALL SECTION -TRUSS FLOOR OV ERHA G ROOF TRUSS END CONDITION STAPLE o ZO.C.EDGES & PUC.FIE CONTRACTOR OfRECORD F MAY VARY, SEE ENGNNEEEG MALL SECTION -FRAMED ROOF C 3 F $DALE: 3° _ /' 0 L REVISED 07 08 09 SCALE: l V2" = 1 0" 8' 0/2" > REVISED 08 291I SOFFIT ATTACHED TO ROOF TRUSS C 24" O.C. SCALE: I VZ" _ l 0" N m TABLE A TRUSS DEP. RIM BD. " NAILS, RIM BRD. TO FLOOR TRUSS 3 a DOUBLE TOP PLATE EXTERIOR FINISH, o SEE ELEVATIONS ti THIS SA: THIS STRUCTURE WAS DESIGNED o 9V4" 2x10 (4)10d NAILS 1I/4" -XI2 (6)10d NAILS ROOF FRAMING ¢ IN ACCORDANCE AND MEETS THE 6" V4" x l6" (6) Ind NAILS — 2 ROWS Of (6J IOd NAILS v� W REQUIREMENTS OF SECTION R301OF THE FLORIDA BUILDING 0 3'OG.STAGGERED w CODE 2010 : RESIDNTIAL Al TOP PLATE SHALL 8E SPLICED y CONNECTORS HAVE BEEN CHECK'D w AT LEAST.48 FROM BOTTOM SPLICE TO WITHSTAND ALL APPLICABLE 2 ROWS OF (6)lOd NAILS LOADS. EXPOSURE B,ENCLOSED 9 a 3"O.C.STAOGERED l6"OSB SHEATHING ON EXT. w ALL BUILDING AND RISK CATEGORY Il. o lOd NAIL M /6"O.C. AWAY SPLICE EDGES BLOCKED ATTACH w/ 8d N S O DESIGNED WIND SPEED FROM SEE ELEVATION 4"O.C.EDGES & 6"0.C.FIELD orl a I _ __________ _____---------- FOR FINISH STAPLE P ZOL. EDGES & 4'0 1 Vult=160 MPH 3 Vasd =124 MPH LISP MSTA1ICAWNE - 2 ROWS OF (6) /Od NAILS HURRICANE STRAP RT3A, AT THE BOTTOM OF STUDS 4 m O.C. BEND f a 3"OL.STASGERED `ram 11 VALLEY FLASHING La 16" O.C, INSTALL (D RT3A ON STRAP OVER V.T.P RA ALYON WITH MS if AS REO'D. EACH SIDE OF WINDOW OPENING, FIELD INSTALL PRIOR TO THESE PLANS AND A L PROPOSED WORK STRAP BELOW T/BRG. HOT. ARE SUBJECT INSTALLATION OF WALL ARE SIREDCT N (CORR coRREc C7 ONS DBL. TOP PLATE SPLICE CONN. IRNECE Fi THA MAY SILL SEAL COMPLY WITH V A NORDER PLICADLE O CODES, REVISED 02-15-07 rMSTNr STRAP SCALE: N.T.S. FA3,ATTACH TO WALL w/ '° 4" 7i6"058 SHEATHING, SE (6)10d x II/2" NAILS, SET IN TYPICAL ROOF DETAIL OR V2"DRYWALL ON 2x4 *2 SYP STUDS 4"FROM OUTSIDE BLOCK FACE ADDITIONAL INFORMATIO M 16"O.C.AND R-I3 INSULATION (� %'OSB SHEATHING 0 NOTESr EXT. WALL w/ ALL EDGk S 8"CONC.LINTEL BLOCK w/ (2)*5 Q l6d NAILS FASTENED BLOCKED ATTACH w/ REBAR,CONT. 1n as 1210.C.BOTH SIDES 8d NAILS M 4'O.C.EDGE3Ti U & FO.C.FIELD - THERE CAN EXIST UP � TO A e/2"WIDE GAP BETWEEN STUDS,WHICH ROOF TRUSS,SEE SHE T-IF 2x4 SPF BOTTOM PLATE NAILED w/ IOd NAILS M I2"O.C.TO �d� C/� p C WALL SECTION-OFEN JRAC POINT WHERE TWO CAN BE SHIMMED IN THE ° TRI FOR LOCATION RIM BOARD @)REVVISED25-07 PANELS MEET FIELD• - RT3A AND FA3 SCALE: lV2" -1-0° WOOD BASE CD MSTA30 AT END OF E PANEL ADJACENT TO WI CH DOW 3/4•T&G WOOD DECKING GLUED & OPENINGS AND AT 48" C, NAILED V2°DRYWALL ON341'P.T.FURRING EXTERIOR FINISH, WALL JOINT DETAIL F (MINJ ON 2nd FLOOR ACROSS RIM BOARD AN STUD, 9" @ 24" D.C. w/ R-4J FOIL INSULATION "AC SPACE ONLY" `SEE ELEVATIONS Q ro W Q A MINJ ON STUD BELOW WOOD BASE (GRADID z SCALE: N.TS. GROUTED13AR IN A FILLS wLO N CELL CONT. FROM FOOTING o CONC. SLAB \\ I TO BOND BEAM T/2nd FLOOR \ 1� 18"CONC.BLQCK MP6F TIE PLATE @ FROM EACH CORNER T/1st FLOOR 4B�I����rrf+,j _S4 SEE FOUNDATION, SEE FOUNDATION , `�. §`�' �,.e°„«...a* /5 ' @ "d° W PRE-E ERE D FLOOR ( !SHEET 2 W WOOD RIM BOARD, S .C.MAX.SEE « - OSB SHEATHJNG W v SIZE PER TABLE A FIR *FT2 FINISH GRACE « . •(3J 2x BLQCK'G (TOP. MJD-POINT. BOTTOM) NAIL W/ IOd NAILS T/BRG. HGT. w AT 4' O.C. f%d NAL� ' ¢ V2" CEILING BOARD V2" CEILING BOARD 101101111'� � STUD (2) 2x4 42 SPF (5) EA 16d �OSB TOP PLATES 03/14/2013 NAILS dT !8"OC. SHEATHING RT5 @ TOP OF STUD P-4" T Tom PonceGGlvlSCpEp, ILL N PE. L�C° #JCC6U BOTH SIDE (2) 2x___ *2 SYP HEADER, J oFL, /'� ppc/'�/�V2"DRYWALL, TVi CORNER DETAIL t SEE PLAN FOR LOCATION — • 0 OB SHEET: N SCALE: N.T.S. PARTIAL DREVISED -TRUSS FLOOR/BEARING WALL WALL SECTION WS—S2 o SECTION -FOUNDATION @ BLOCK SCALE: IV2" = l'-0" REVISED 05-20 09 SCALE; I V2'= l'-0' 07-08-0 ~o 8'-0V2"-> VARIES MONO SLAB -> STEM WALL 90PYRIGHT © 2012 MARONDA HOMES FLORIDA BUILDING CODE 2010 :RESIDENTIAL ...\0_details\192x std_ws-s2.sws Mar. 26, 2012 15:5203 (0 *5 RE AR FULL (1) *5 REBAR FULL (U *5 REBAR FULL (0 *5 REBAR FULL HGT.IN ILLED CELL HS.IN FILLED CELL HOT. IN FILLED CELL HGT.IN FILLED CELL P.T. AREA ��AREA P.T.FURRING T FURRING THESEP U Hi ONLY) ONLY, BEREW D o 8" CONC. LK 4. 8" CONC. BLK 4 8° CONC. BLK 8" CONC. BLK IN AcC A Jot /1 I g *5 REBA STD. HO w/ '5 REBAR wl STD. HOOK *5 REBAR wl i STD. HOOK *5 REBAR wl QYILd/V a STD. HOOK z i fn 2 g .... . in N 3%2'CON .SLAB n in N 3V2"CONC.SLAB N 3%2" CONC. SLAB 3V2" CONC. 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SLAB GARAGELEDGE - FLOOR - a FLORIDA THIS STRUCTURE WAS DESIGNED 3 F - - FIRST - - — - OOR ¢ w a FIRST FLOOR - — - FIRST I'LOO GARAGE A- - FLOOR / IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION R3010F THE FLORIDA BUILDING CODE 2010 : RESIDNTIAL ALL x t � ° g STEP/NON-BEARING F CONNECTORS HAVE BEEN CHECK'D TO WITHSTAND ALL APPLICABLE LOADS. EXPOSURE 8,ENCLOSED 'i g SEE FN� REBAR REQ'D; SEE /6° (2) *5 REBAR 20, / SCALE. 12" _ l'-0" BUILDING AND RISK CATEGORY h FND.PLAV (2) *5 REBAR DESIGNED WIND SPEED EF 4" SEWER MAIN Vult=160 MPH INTERIOR BEARINGAL POSE INTERIOR BEARING NC STEP/BEARI NC Vasd =124 MPH a J ly REVISED of 3I Q5 4' o° jj J 3l2"CONC.SLAB - PROVIDE 3%a" x lIV4' - C) 8" CO BEY C. BLOCK, D RECESS AT GARAGE 8" CONC. BLOCK, DOOR BEYOND °� O - - --- P/C SLIDING GLASS 11�� DOOR THRESHOLD # (9) 5 REBAR CONT. Q w/ 1/2" RECESS I FIRST FLOOR 1 I k BELOW PENETRATING Q 3%2" ONC.SLAB 7 3%2"CONC.SLAB RIPE O DRIVEWAY THICK'N EDGE 4" SEWER LINE STEP DOWN Q _ 3 V2" CONC. 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CONCRETE 3%,'CONC.SLAB 03/1412013 - ---- 'N _ ,.i COVER La REBAR N ° ° g GRADE Tomas Ponce MSCE, PE FL. PER LIC° #50068 N CONC. FOUNDATION, *4 REBAR LAP a SEE SEE SEE FOUNDATION 0HORIZONALLY - END. PLAN FND. PLAN SHEET * 2 NIMUM /5' STEEL ( WIRE SHEET: c10\i TIE REBAR PIER DETAIL #2 PIER DETAIL #/ TYP. CONC. ENCASED ELECTRODE FTG 7�$¢p� l6EDEEP /$(S770RY USED S E: %p'= I' 0" ` 1 / REVISED 02 2Q p7 �� l6" DEEP 2/W�A USED SCALE: %z"= l' 0 SCALE: %z"= I' 0" o a Y L COPYRIGHT O° 2012 MARONDA HOMES FLORIDA BUILDING CODE 2010 :RESIDENTIAL ...\0 details\193x_wct-std,ftg Mar. 26, 2012 15.52:17 * F 9 s * CERAMIC TILE t0 CARPET CER. OUTSIDE CORNER VINYL TO INSIDE CORNER 4 --1�}}d---1\���ry THESE PLANS HAVE Br EN REVIEERED IN JCCORDANCEWITH THE FLOAIDA NUING CODE 6ggggR MAX. UPLIFT LTW/2 775 LBS LFTA6 990 LBS RT16 700 LBS W LTWI- LFTA6 FOR MISSED FLOOR ANCHORS, CONSULT ENGINEER STAFF ANCHOR FASTENING SCHEDULE MISSED ROOF TIE DOWN REPAIR N.T.S. TOP PLATE METAL TRACK (TYP) EXCEPT IF WALL IS A BEARING WALLSEE FLOOR PLAN LEG MTL STUD BOTTOM T W S CHART B LOW BE c HEADER HGT. LILI! AUGE MTLSTUD DEG.ANGLE rOPENIANG ASONITE SCREWED IDE & TOP MTL STUD FLOOR PLAN FORSIZE 0Vz" d/ OUTSIDE CORNER I INSIDE CORNET; FLOOR EDGE CORNER DETAIL SCALE, Vp' = r-0' REV.10-06-06 �*"CUX I-ILLEH SCREWED TOJ 2x ON BOTH SIDES OF OPN'G. OPENING LEGS 2'-r - 2'-0' ARCH OPENING 7V2" Z-7' = 2'-6" ARCH OPENING 9V4" Z-9' 2 -8' ARCH OPENING 91I6" 3'-r - 3'-0"ARCH OPENING Il" 4'-r - 4'-O' ARCH OPENING 14V2" INTERIOR CURVED ARCH SCALE: Vq' = r-O' CONCEALED FASTENERS ORATTACOM ARE 1NE RESpONS181L11Y OF THE C4NtRACiOAOfRECOAO GROUTED CELL w/ (1)"5 REBAF ARE SUBJECT TO AN oIu vYUI R(:UUIRED BY FIELD I ¢p CTOR MAY BE NECESSARY I ORDER 70THAT COMPLY WITH ALL AP LICABLE CODES. TYPICAL BOND BEAM @ CORNER REVISED 04-22-05 SCALE- V24 - /'-0' STANDARD I B'CONC.BOND BEAM BLOCK w/ U)*5 RE CONT. (GRADE 40) ED CELL (3000 psl CONCJ (1) "5 REBAR. VERT. i �05 REBAR w/ 25°LAP AND 6' MIN. EMBED. N �I T/ Ist FLOOR SLAB .7 - EPDXY (A & 8) MIX — MISSED DOWN ROD REPAIR SCALE: V2' - r-0' TOP PLATE METAL TRACK (Il'P) EXCEPT IF WALL IS A BEARING WALL,SEE FLOOR PLAN HARD BRD.SCREWED TO MTL STUD w W~ — MTL STUD BOTTOM TO t2 BE 0 HEADER HGT. - 3Vp' HARD BRD. STRIP TO FORM ELLIPSE ARCH OPENING SEE FLOOR PLAN FOR SIZE m OPENING LEGS 2' 0' - 3'-1' 4' 4'-O" 5V2" 4'=f - 5'-0' 6Vp' - T-0' 8' " 9'-09V2"" ffII' l2'-O l2 INTERIOR ELLIPSE ARCH SCALE: Vp'-Y-0' 00 4005 MARONDA WAY SANFORD, FL 32771 (407 )321-0064 FLORIDA: THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION R3010F THE FLORIDA BUILDING CODE 2010 : RESIDNTIAL ALL CONNECTORS HAVE BEEN CHECK'! TO WITHSTAND AL APPUCABLE LOADS. EXPOSURE B,ENCLOSED BUILDING AND RISK CATEGORY /I. DESIGNED WIND SPEED VUIt -160 MPH Vasd =124 MPH Q LJ O Q 0 Q) Q O Q U LU Q fOMAVI�6 a,� \ 03/14/2013 Tomas Ponce MSCE, PE N FL PE. LIC. *50068 SHEET: N SS/ s 4 ...\0-details\194x std_details.sdl Mar. 26, 2012 15:52:21 COPYRIGHT © 20/2 MARONOA HOMES FLORIDA BUILDING CODE 2010 : RESIDENTIAL REVISED 07-02-08 REV. DOOR TO OS. DOOR SCHEDULE DOOR TYPE ACTUAL SIZE ROUGH FRAME OPENING ROUGH BLOCK OPENING 2" BUCK 2-0 STANDARD O.S. 25/2'x BOV 26"x 80%8' 29 x 823/e' 2-8 STANDARD O.S. 33V2' x 80%1 34' x ed/8' 37• x 82�8' 2-10 STANDARD O.S. 35V2' x 8078 36 x 80%e° 39' x 823/8' 3-0 STANDARD IS. 37'/2'x 82' 38'x 8 4' 41'x 82f,7 3-0 w/SIDELIGHT I.S. 51V8' x 82" 5178' x 82V4' 54 ' x 8 " 3-0 W/(2) SIDELIGHT I.S. 641/2' x 82' 65' x 821/4' 68' x 82-A' 5-8 (2)2-10 FRENCH O.S. 7d/2' x 80%8' 71' x 80T/8 74 x 823/8' _= FINISH OPENING IS DETERMINED BY ACTUAL SIZE 414" FOR HEIGHT _= FINISH OPENING /S DETERMINED BY ACTUAL SIZE •1/2' FOR WIDTH _= OS.' QUTSWING _= IS. • INSWING [NTRACTOR NOTE: I;N-STALLATION FOR GARAGE DOOR PES (AS PER TEST *950507-A) b 2x4 P.T.SYP ATTACHED w/ POWER ACTUATED OJ4"x3"LG. SHOTS a 12' Of. OR (/0) -Y,6'x 3'TAPCONS 0 81CONC. LINTEL BLOCK w/ (lJ *5 RERAR, CONT. HIGH- STRENGTH PRECAST LINTEL SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS 78" 2x6 P.T. SPRING BOA1 D. o ATTACH w/ U1/2 x ASTM A307 J-BOLT AND (4J1/4" x 34' TAP IN CORNERS I/2'lN ONS OM ALL CORNERS. 0 54^ GARAGE OPENING o 2x6 P.T. *2 SYP M EACH SIDE FOR ATTACHING BRACKETS FOR VERT. 30 TRACKS w/ (4) V2' x 8" o ASTM A307 J-BOLTS, TO BE INSTALLED 3'FROM cLI OUTSIDE CMU FACE. o GARAGE FLOOR �I 16'-0" MAX. GARAGE DOOR OPENING, SEE FLOOR PLAN FOR WIDTH NOTE: )��ISZFERCE�EDS BACHMENT IS PER ACI530JCHAPTER 2 ASD SECTION 2J.4 GAYNE DALTON JAMB ATTACHMENT SUPPLEMENT] REVISED 09-10-09 ADDED J-BOLT, REVISED J-BOLT LOCATIONS 8' CONC. BLOCK VERT. REINFORCEMENT. SEE — FOUNDATION PLAN FOR LOCATION V2" DRYWALL (DOTTED) Ix P.T. FURRING DOOR FRAME AND TRIM (DOTTED) �/ 2x4 P.T. DOOR BUCK • ALIGN WITH INSIDE — FACE OF BLOCK. SEE DOOR MANUF. DETAIL FOR INSTALLATION. 2x DOOR BUCK DETAIL 0I-15-09 SCALE: 3/4 2x6 P.T.*2 SYP J ATTACHED w/(4) Vz' x AST# A307 J-SOLTS w/ l/2' DIAWASHER, SEE ELEVATION FOR LOCATION AGE DOOR ELEVATION SCALE: Y-O" M CONC. BLOCK VERT.RE/NFORCEMENT. SEE FOUNDATION PLAN FOR LOCATION: 3000 psl CONC,c 28 DAYS GA AGE DOOR , C REVISED 09-10-09 ADDED J BOLT, REl ISED J BOLT LOCATIONS K DETAIL SCALE: Y44" ^ l'-0' PROVIDE RT5 TO OUTER STUD.TYP. NAIL STUDS TOGETHER- w/ 10d NAILS STAGG.@ 12'0L.M4X.SPADINO PROVIDE RT3 TO - OTTER STUD,TYP. TOP PLATE MUST BE NAILED a 6" GC. TO HEADER P F( MSTA 18 (2)NAILS Ii TOP PCATE (TYP) E 022 H HEADER.SEE FLOOR PLAN IR PROPER SIZE FRAMING CONNECT STUD TO SCAB W/ FA3 T/1st FLOOR SLAB FRM'G @ SHEAR WALL . UPLIFT REVISED 03-30-1I DELETED CHART,REVISED HEADER P.T. DOOR BUCK — SCALE: N.T.S. B'CONIC. LINTEL BLOCK w/ U) #5 REBAR, CONT. HIGH STRENGTH PRECAST RECESSED LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS Zo STANDARD DOOR ELEVATION SCALE: V • 1'-9 7%' BLOCK WALL ASSEMBLY 5VZ' METAL PAN FLASHING 41/4- x3/4' RECESS FULL WIDTH OF DOOR ASSEMBLY V8' GAP In RECESS PROTECTED WRAP) SILL SEALER TAPE UNDER PAN 5%"WIDE SILICONE CAULK BACK OF THRESHOLD TO PAN lk aui�� CONC. SLAB DOOR PAN FLASHING THESEPLAN ME IL EN REV R'nD INAC vHMFLMDA a+ w h TIf /CONC,CURB T/GARAGE SLAB SEE DOOR SCHEGI/LE 8"CONC. LINTEL BLOCK w/ (l1 *5 REBAR, CONT. HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS D b ip OPTIONAL SERVICE DOOR REVISED 08-12-04 CONTRACTOR NOTE. FOR INSTALLATION SIZES OF NORANDEX SLIDING DOOR SERIES 500 UP TO 8'-0' x 6'-8' AS PER *96-0131JO & SERIES 502 UP TO 8'-9 x 8'-0' MAX. (AS PER TEST '96-0608.20) SCALE. V = I' ' 8" CONC. LINTEL BLOCK W/ (1) *5 REBAR, CONT. HIGH STRENGTH PRECAST LINTEL. SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS 2x8 PJ.DOOR BUCK CIL UW Lu �4 Lu RECESS /N SLAB A DOOR SD-D SEE WINDOW SCHEDULE SLIDING GLASS DOOR ELEVATION SCALE '/8" l'-0" B' CONC. BLOCK VERT. REINFORCEMENT, SEE FOUNDATION PLAN FOR LOCATION V2"DRYWALL (DOTTED) Ix P.T. FURRING 2x8 P.T.*2 SYP DOOR BUCK, ALIGN WITH INSIDE FACE OF BLOCK, ATTACH W/(4) 3/6" x 3'TAPCONS, TOP AND SIOES,SEE ELEVATION FOR LOCATION = ALLOWABLE CONTINUOUS FILLER, UP TO Ix NAILED TO 2x8 @ 61O.C. STAGGERED SLIDING GLASS DOOR BUCK DETAIL REVISED 09-06-09 SCALE: 3/4" _ l'-O' ` f REVISED I0-21-04 SCALE: 3/4' • l 0 INCREASED RECESS DIM. COPYRIGHT © 2012 MARONDA HOMES THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RFOUIRED BY FIELD INSPECTORS THAT COMPL�V W T AI.�.A PLI A LE OD�� 0 0 0 W o `O � o M�ondaHomes 4005 MARONDA WAY SANFORD, FL 32771 (407) 321-0064 CONCEALEDF STENERSORAITACH,UEUM ARE THEi ESPONSIBILITYOFTHE CONTR ICTOROFRECORD FLORIDA THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION R3010F THE FLORIDA BUILDING CODE 2010 : RESIONTIAL ALL CONNECTORS HAVE BEEN CHECK' TO WITHSTAND ALL APPLICABLE LOADS. EXPOSURE B,ENCLOSED BUILDING AND RISK CATEGORY ll. DESIGNED WIND SPEED Vult • 160 MPH �•_ Vasd 124 MPH 0 J_ Q Q � Z W 4i Q O C) Q v W Q 3 O o � z N 03/14/2013 Tomas Ponce MSCE, PE N FL PE. LIC. #50068 SHEET: SD-D It at FLORIDA BUILDING CODE 2010 :RESIDENTIAL ...\0 details\195x std doors.sdd Mar. 26, 2012 15:52:24 4" THESE P1MS ►EVE KEN F1 ` - "o REVIEWED , 1. Ih AC Lr.. 6 rM✓ :: • E � I ° ° ° ° ° ° (2) V4" X 2V4" HEXHEAD CONTR (TOR NOTE: PROVIDE MSTA 8 TO 8" CON(. LINTEL BLOCK w/ *5 9ulwjN r v D da • <d <a < a < 4. d< TAPCON IN BLOCK 4/0 X 13/4" IN FRAME FOR IN"'TALLATION SIZES OF OUTER STUD,TYR. STRAP USTA12 FROM A TOP PLATE TO HE OJ REBAR, CONT. _ APPLICATION NORAN EX WINDOW SEA/ES (SEE SCHEDULE BELOW) HIGH STRENGTH PRECAST o 437143 5 UP TO 5318" X 76-81" LINTEL SEE FLOOR PLAN OF FILLED 10 CAULK TOP PE TEST 96-0624.20 HEADER USTA24 LINTFORE1ocanoN A - CONCEAL FA iE EA 0 q --,-'AS OF MULL TOP NAILS so-w ARE C E iS E A "Sp: NS A ILI 0 i hE WINDOW 1:5� RD WINDOW DETAILS IN \ rrP.J SFC710N A -A /� TSH HEADER, SEE FLOOR CO i CT( R O R p W LHIG WALLS UP TO /0 FEET ARCH WINDOW, DOTTED \ PLAN FOR PROPER SIZE WINDOW FLA-45 MULLION ANCHOR CUP I FRAMING i JAM 16 GA.GALV. lx3 MULLION(XFLA-26-D SHEET METAL 0 800 LB. MAX CAPACITY NAIL STUDS TOGETHER 7/X4 z Ix3 MULLION (XFLA-26-1) (XFLA-26-D 1x MULLION w/ 10d NAILS STAGG.o VARIES, SEE CHART BELOW 12"O.C..MAX. SPACING j 1�arondaHomes WINDOW JAMB (2)V4'X 2V4"TAPCON CONN.OUTER STUDWINDOW WINDOW SILL *IO X l3/" IN FRAME APPLICATION DW SILL TO RIM JOIST W/ MSTA18 BUM 3 S 4005 MARONDA WAY -T S A N F O R D, F L 3 2 7 71 CAULK BOTTOM OF MULL DOUBLE STRAPS � 3 407 l 321 -0064 PRECASTED SILL ► 4'-O"WIDE > OPENINGS C.MU.BLOCK [DOTTED] VER.MULLION AS fit Q'D W B PLANS A ARESUB LLI D ALL OTONSORK /q"MAX. a ® SH HEAD SDW(2) ECTrDAP ORETHESE THAT %4"x /V2"HEXHEAD FLA 45SEE WINDJW SCHEDULE MAYY BIE NECESORDER COMPLYWITliICABLE TOPECTORS CODEL D D TAPCON MULLION ANCHOR CLio3 16 GA.GALV. V4^ y - NORANDEX VERT. MULLION SHEET METAL 800 LB.MAX CAPACITY NORANDEX HORIZ. MULLION PRECAST SILL CLIP STYLE FLAN 450 CLIFF STYLE 45� � HEADERr DEHAI -2ND FLOOR WINDOW -STANDARD BLK FLORIDA: FRAMING o. THIS STRUCTURE WAS DESIGNED N ACCORDANCE AND MEETS THE SCALE: s _ SDFLAN 3ART I \ REVISTD � 3 REQUIREMENTS OF SECTION x 8" CONC. LINTEL BLOCK w/ NOTE: MAY CUT BACK 2x8 P.T.@ 8" CONC. LINTEL BLOCK W/ TOP TO ALLOW CONT. 2x4 (1) *5 REBAR, CONT. NOTE: 8" CONC. LINTEL BLOCK w/ MAY CUT BACK 2x8 P.T.@ (D *5 REBAR. FONT. TOP TO ALLOW CONT. 2x4 .T.0 8" CONC. LINTEL BLOCK W/ 2x9 fU *5 REBAR, FONT. R3010F THE FLORIDA BUILDING CODE 2010 : RESIDNTIAL ALL CONNECTORS HAVE BEEN CHECK'D TO WITHSTAND ALL APPLICABLE b NOTE: MAY CUT BACK 2x8 TOP TO ALLOW CONT. (l)*5 REBAR.CONT. BLOCK'G AROUND CURE BLOCK'G AROUND CURVE BLOCK'G AROUND CURVE LOADS.EXPOSURE B,ENCLOSED MIN. ATTACH w/ 3/6' 3V2" HIGH STRENGTH RECESSED MIN. ATTACH w/ j/6" x 3%2" HIGH STRENGTH RECESSED MIN. ATTACH w/ 3/6, x 3%z" HIGH STRENGTH RECESSED BUILDING AND RISK CATEGORY Il. o HIGH STRENGTH PRECAST LINTEL,. TAPCONS @ 24"O.C. PRECAST LINTEL, SEE TAPCONS P 24"O.C. PRECAST LINTEL, SEE TAPCONS 0 24"O.C, PRECAST LINTEL SEE SEE FLOOR PLAN FOR LOCATION FLOOR PLAN FOR LOCATION FLOOR PLAN FOR LOCATION FLOOR PLAN FOR LOCATION DESIGNED WIND SPEED OF FILLED LINTELS C OF FILLED LINTELS OF FILLED LINTELS OF FILLED. LINTELS C C Vult=160 MPH S SD-W 2x8 T. w/V4" x 2 4' / 3 2x8 P.T.w//4"x 244" SD-W 2x8 P.T.W/V4° x 2j/q" Vasd =124 MPH d TAPCONS c 121O.C.,. TAPCONS @ 10O.C., TAP NS C 12"O23 J_ T Q 2x8 P.T.SYP MAILERS, - EACH FACE w/ (I) V4"x 3V4"TAPCON = ' EACH END ti 2x4 SPF CONT.BLOCK ATTACHED TO %6"O.SB, 2x4 NPF COMT.BLOCK'G 2x4 SPF CONT. BLOCK —0 D a (2) 6d NAILS - ATTACHED TO 76"OSB, a ATTACHED TO %6'OSB. o SD-lN O w/ W = w/ (�J 6d NAILS ? w/ (2) 6d NAILS W 2x8 w/ (2) 6d 3 _ +_ — — — II N — — — — — Q NAILS EA. END (TYP.4 PLACES) W &' O, B w/ 6d NAILS o /6° 03B w/ 6d NAILS 0 6" A.C. TO SIDE AND S _— — — _— — — — — 76" a wl 6d NAILS 6" TO SIDE AND o N Yl a v 6" .C.TO SIDE AND 2 TOP = v .C. TOP o O TOPI 3 I VER . MULLION AS f� 3 2x8 GYP 1NFlLL FRAMING - VER*.OR HORIZ. W MULLIONS AS REO'D v 0'D W La I6"O.C. W CQ %6"OSB OPIECE) B B MULIIQNS AVE4� OR �RREOD B � CD w/ 6d NAILS c 4"O.C. TO ALL FRAMING MEMBERS Ix4 PT WINDOW SDW BUC�� Ix4 I.I.WINDOW SD-W Ix4 PT.WINDOW SEE WINDOW SCHEDULE EXT. FACE ONLY) SE WlN SCHEDULE BUC SEE WINDChb SCHEDULE BUCK. SEE WIND SCHEDULE W i; PRECAST SILL PRECAST SILL m 3 W N PRECAST SILL Lu WINDOW-OCTAGON-BLK G INDOW-112 FOUND TOP-BLK F WINDOW-EYEBROW-BLK WINDOW-COMBINATION-BLK O { l l SCALE: 3/"= l'-CY 3/"= E 3/'= NOT USED SCALE: r-OR ELEVATION - A SCALE. %4 -0" ELEVATION - E SCALE: l'-0" p 8" CONC. BLOCK 8" GONG. LINTEL BLOCK w/ V2"DRYWALL (DOTTED) ►{) Ix P.T.FURRING 0D*5 REBAR,CONT. 8"CONC. BLOCK Ix P.T. FURRING SEE FLOOR PLAN VERT. REINFORCEMENT, SEE FOUNDATION PLAN V2" DRYWALL (DOTTED) HIGH STRENGTH RECESSED PRECAST LINTEL, SEE VERT. REINFORCEMENT, FOUNDATION PLAN FOR ATIONS*_. 8" CONC, LINTEL BLOCK wl (D *5 REBAR, CONT. o 0Ix P.T. FURRING (DOTTED) FOR LOCATIONFLOOR PLAN FOR LOCATION OF FILLED LINTELS :SEE I /2"DRYWALL (DOTTED) ,� ty�. ¢ ,� � S SEE FLOOR PLAN L 716"OSB ()PIECE) Ix P.T. FURRING —2xB P.T.wlV4"x 23/" / /2"DRYWALL (DOTTED) ...... rI�S'ONAl.. 716"OSB wl 6d NAILS TAPCONS O I2"0.C, Ix P.T. FURRING HIGH STRENGTH PRECAST LINTEL SEE FLOOR PLAN FOR LOCATION 9 6" O.C.TO SIDE AND — �6"OSB w/ 6d NAILS OF FILLED LINTELS ` 2X8 P.T.SYP NAILER, WINDOW FRAME, NAIL EACH FACE wl 0) TOP @ FO.C.TO SIDE AND 44 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE OF BLOCK, TEMPORARILY FASTEN WITH Ix P.T. FURRING NOTE. FIN TO FACE OF OSB V4"x 3%4"TAPCON MAY CUT BACK 2x8 PT.@ TOP NAIL, FASTEN WINDOW WITH 3/6"x 2V4" Ix4 P.T. WINDOW BUCK; ALIGN WITH INSIDE 03/14/2013 • Lo EACH END (2 TOTAL) TOP TO ALLOW CONT. BLOCK'G AROUND CURVE 2x4 2x4 SPF CONT. BLOCK'G TAPCON THRU WINDOW FRAME INTO BLOCK WITH MIN. IV4"EMBEDMENT, SEE WINDOW FACE OF BLOCK, TEMPORARILY FASTEN WITH 3/6" Tomas Ponce MSCE, PE MIN. ATTACH w/ s " C. TAP,.ONS co 24" O.C. 1 ATTACHED AI S OSB, 3/2 w/ f2)16d NAILS SCHEDULE FOR NUMBER OF TAPCONS REQUIRED NAIL FASTEN WINDOW WITH x O B THRU WINDOW FRAME INTO BLOCK FL. PE. LIC. #50068 N ' WITHTAPCON WITH MIN. l IVEMBEDMENT, SEE WINDOW O3/q" OV' SCHEDULE FOR NUMBER OF TAPCONS � ALIGN C SB WITH SETBACK OSB FROM REQUIRED SHEET: N Ix FUR ING FACE OF BLOCK WINDOWC� JAMB-OCTAGON-BLK WIND W HEAD-AROH WINDOW-BLK WINDOW JAMB-STANDARD-BLK WINDOW HEAD-STANDARD-BLK — SD w o SCALE. 3/4"= /'-O" NOT UJED B SCALE: 34"= 1'-0' A SCALE: %'- l'-0" SCALE: 3/q"= l'-OR o COPYRIGH'F pp 2012 MARONOA HOMES FLORIDA BUILDING CODE 2010 :RESIDENTIAL ...\0—details\196x_std_wind0ws.sdw Mar. 26, ZU12 Ib: 52: 2/ I I • • - - iH "• -- 2x4 SYP NAILER (a WOOD FRAME w/ �� ��� ROOF ASSEMBLY, SEE !' G (210d NAILS to 24'O.C.OR TYP. WALL SECTIONS lx4 P.T.NALER M BLOCK w/ (l>3/6'x�M11�AI/�2j/"TAPCON �" OSB SHEATHING U.LI t 24"OL. d1a4 5/8" I 2x4 BLOCKING EVERY OTHER TRUSS TO NAILER w/ (2) rod NAILS IOd NAILS TOP CHORD OF MSTA/2 M 48'OC.TOE-NAIL ALONG 2x4 CONCEALED FAS EN RS R TTA12 P\� �C1E �y\/� TRUSS 2x4 •2 SYP COW. FRAME ARCO RE PO SIB U 2 V OF E \�d T IM \1 \� TRIM MTL. DRIP EDGE A ON 24" O.C. RA i0 Of E R CORN JACKS �ypOF CORN ACKS 2x4MSUB-FASCIA ALUM. FASCIA ON IIII��� /%4°SS TRIM NAIL THRU 2x4 SUB -FASCIA FASCIA SOFFIT INTO SUB - FASCIA @ 484 O.C. WALL ASSEMBLY. SEE zo N STAPLE SOFFIT TO SUB FLOOR PLAN m` 12 FASCIA @ 8" O.C.12 CC M 6� 6� 2x2 SYP CONT OD BATTEN STRIPS w/ (2) /Od , TOE -NAILED NAILS, IO /0 CORROSION RESISTANT NAIL SEE `. VENTED SOFFIT AND J- CHANNEL SEE ELEV. w/ %' x %s' STAPLE @ 16' O.C. ELEV Homes "M1 +N/ 6 /2 4005 MARONDA WAY TRUSS PLACEMENT CORNER DETAIL B TRUSS PLACEMENT CORNER DETAIL A TYP. SOFFIT @ 24" O.H. or LARGER CONY. FRAMED HIP ROOF SANFORO. FL 32771 NOT USED SCALE: N.T.S. NOT LSED SCALE: N.T.S. REVISED 01-1I-05 SCE. �2 =ram NOT USED SCALE: %p'•/'-0` (407)321-0064 ROOF ASSEMBLY, SEE — — — — — T — ROOF CONFIGURATION,SEE ELEVATION TRUSS INFO TRl VALLEY TRUSSES H-YP) ROOF ASSEMBLY, SEE TYP. WALL SECTIONS THESE PLAN AREBUBJ AND ALL PROPOSED qM CORRECTIONWORX TYP. WALL SECTIONS I I I mil' SHEET AND SHEET ED BY B MAY MAY S IE S FIELD INSPECTORS THAT "OSB SHEATHING VALLEY �� III 2x4 SPF NAILER AS REOD, ALUM. FASCIA ON 2x4 SUB -FASCIA BE BE NECE COMPLY WITH SARY IN ORDER TO ALL APPLICABLE TRUSSES SEE SHEET TRI FOR LOCATION CODES. �� 10 ALUM. FASCIA ON 2x4 SUB -FASCIA BRACING PER TRUSS 2x4 "2 SYP CONY. FRAME ENGINEERING u 24" O.C. SEE FLOOR PRE-ENGINEERED TRUSS, FLORIDA PLAN FOR S/Z SEE SHEET •TRI FOR TYPE GABLE TRUSS w/ %6"OSB 8 ALUM. FASCIA ON E TRUSS 2x4 SPF NAILER C UJ SHEATHING, EDGES BLOCK'D ATTACHED w/ 80 NAILS to THIS STRUCTURE WAS DESIGNED o y 2x4 SUB -FASCIA LTW12 48 O, . LSTAl2 FROM TRUSS 3'O.C. EDGES AND 6'O.C. IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION X %6'OSB SHEATHING RT5 —� TO 2x4 NAILER FIELD R3010F THE FLORIDA BUILDING WALL ASSEMBLY. SEE %6' OSB SHEATHING w/ DMF LTW12 P 48' O.C. CODE 2010 : RESIDNTIAL ALL CONNECTORS HAVE BEEN CHECK'D t FLOOR PLAN,ROOF TRUSS ANCHOR ON LATH w/ 8d NAILS v 31O.C. TO WITHSTAND ALL APPLICABLE z SEE SHEET *TRI lx6 SPF NAZI FP EDGES, T O.C. FIELD WALL ASSEMBLY, SEE LOADS, EXPOSURE 8, ENCLOSED o 2x4 BLOCK'G SEE &#OSB SOFI-IT w/ DMF 2x4 SPF BLOCKING ATTACHED TOw/ (2) 6d NAILS, BOTH ENGINEERED FLOOR PLAN BUILDING AND RISK CATEGORY /I. y e SHEATHING EDGES ON LATH w/ 8d NAILS @ 3' O C. SB TRUSS _ DESIGNED WIND SPEED ELEV EDGES, 6' O.C. FIELD =-__ -- --_—_ 1x4 SPF NAILER HIGH ENTRY GABLE BRACING & FALSE GABLE BRACING & Vult•160 MPH DETAIL @ RAISED HEEL BLOCKING AS REO'D SHEATHING CONNECTION DETAIL SHEATHING CONNECTION DETAIL Vasd =124 MPH NOT USED SCALE: %2'- r-O' NOTE: GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM SCALE: %2'' l'-O° NOT USED NOTE: GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM SCALE, V2°=Y-O' STRONGBACK AND CONNECTIONS, NO X-BRACING NEEDED. STRONGBACK AND CONNECTIONS, NO X-BRACING NEEDED. J SEE FLOOR VALLEY TRUSSES ROOF ASSEMBLY, SEE Q PLAN FOR SIZE (TyPJ TYP. WALL SECTIONS - - - ALIGN w/ BLOCK, ALUM. FASCIA ON 2x4 SUB -FASCIA Li.I Q SEE FLOORFLAN BRACING PER TRUSS Q _ PRE-ENGINEERED TRUSS, ENGINEERING w WALL ASSEMBLY, SEE —I SEE SHEET ' TRI FOR TYPE LTW12 D GABLE TRUSS w/ %6'OSB Q �� FLOOR PLAN r /6' OSB SHEATHING w/ DMF 48 O.C. SEE ELEV. SHEATHING, EDGES BLOCK'D Q ON LATH w 8d NAILS @ 3" O.C. ATTACHED w/ 8d NAILS Z T LPTA TRUSS ANCHOR I EDGES, 6' D.C. FIELD SETBACK Jo O.C. EDGES AND 6' O.C. FIELD Q 4 0 SET IN 2 FROM OUTSIDE OF BLOCK FACE, SEE T/BRG.HGT. VALLEY FLASHING p SHEET ' TRI FOR — - — - — AS REdD. ATTACHMENT AND m AMOUNT- Q 0 8' BLOCK WALL Z Q �D WALL ASSEMBLY, SEE U W a FLOOR PLAN ENGINEERED W TRUSS REVERSE GABLE BRACING & TRUSS / BLOCK CONNECTION DETAIL SHEATHING CONNECTION DETAIL Q o SCALE: V2" " r-O` NOTE. GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM SCALE: %2' = r-0° STRONGBACK AND CONNECTIONS,NO X-BRACING NEEDED. arrart 2x4 SYP NAILER M WOOD FRAME w/ P (210d NAILS @ Of O.C. OR Ix4 P.T.NAILER B BLOCK w/ (l)3/6"x �*R;RtRl6¢ � _ems rP 1 23/4" TAPCON 92 24' O.C. "• 2x4 BLOCKING EVERY OTHER TRUSS .�; 264+ �O• .^ ', TOE -NAIL TO NAILER w/ (2I0d NAILS a ., C3 AND (2)10d NAILS @ TOP CHORD OF �cr TRUSS MTL DRIP EDGE •• „>����,`ti� ALUM. FASCIA ON,t�i''��sj SUB fV4frNAL 2x4 -FASCIA ttlJjtHt 111t1►i�RRR`R\ I%4' SS TRIM NAIL THRU FASCIA SOFFIT INTO SUB - FASCIA o 481O.C. 03/14/2013 STAPLE SOFFIT TO SUB FASCIA @ B"O.C. Tomas Ponce MSCE, PE o B>aLEDN STRIPS 20dCONT. FL. PE. LIC.#50068 w/(2)1NAILS,TOE- EO EQ. CORROSION RESISTANT NAIL SHEET: VENTED SOFFIT AND J- CHANNEL 5EELEV. w/°x'STAPCE D 16"OC. N TYP, SOFFIT > 14" O.H. to 20" Lu 0REVISED 12-20-06 NOT USED SCE.i2' =1��SD—R o a COPYRIGHT © 2012 MARONDA HOMES FLORIDA BUILDING CODE 2010 : RESIDENTIAL ..\0 details\197x std roof.sdr Mae. 26, 2012 15:52:31 r x RG OPTIONAL WOOD RAILING AND SPINDELS IN LIEU FACE OF FRAMED WALL WD. ROSSETTE - 42" DRYWALL SLOPED WALL ALIGN WOOD BASE w/ FLAT TOP -{ OF MANUFACTURED STAIR Al3 BALUSTERS MODEL *5070 v 5'O.C.,CUT TO FIT WD. HAND RAIL N 0 4V2"xV2'LAG BOLTS STAIR @ TOP OF LANDING [LEFT] Ix8 WD. CAP 2x4 STUD WALL ALIGN W/ STRINGER 2 X IO STRINGER ,WD.TREAD OGEE TRIM LWM9161 SECTION B I 3'-0 OVERALL S7 II I Ix8 IND. CAP FACE OF FRAMED WALL - WD. ROSSETTE ALIGN WOOD BASE w/ FLAT TOP OF MANUFACTURED STAIR BALUSTERS MODEL 45070 o 5" O.C., CUT TO FIT i—WD. HAND RAIL (2) 4V2"xV2" LAG BOLTS STAIR @ TOP OF LANDING [RIGHT] I2" DRYWALL 2x BLOCKING CENTS @ 36" - ;ayslwsL:`re :Fe„ OFF TOP OF THE HANDRAIL 48 x 2V4"LG.SCREW 0 ATTACH RAIL TO RO ETTE COUNTER SUNK FOR °8 x2V4"LG. (I) TOP AND BOTTOM O2x STUDS o ROSETTE TO BE AT ACHED TO WALL BALUSTERS MODEL °5070 o 51 D.C., CUT TO FIT WD. HAND RAIL 'SPINDLE MUST BE INSTALLED SO A 4'SPHERE CANNOT PASS VWEEN JACENT UNITS II II I o STARTING NEWEL POST a V4 ROUND TRIM, o V2" DRYWALL DROPPED ~ J ~ I BEHIND STRINGER g 1Xq WD. CAP ° x WD.TRIP�G z) 4V2" x12-LA BOLTS !x WD.TRIM m OPTIONAL OPEN RAIL STAIR REVISED 03-//-/0 ADDED OGEE TRIM ...\dtl\198x_l?r_101_gtr.str Feb. 23, 2013 08:33:19 UPPER STAIR RUN, LOCATION MAY VARY, SEE FLOOR PLAN IN�j� p���a'n�� I IVE& 111REW nc LOCATIONS MAY I �/MVIM M M DA I SEE FLOOR CONCEALED FASTENERS OR A TA CH gM ARE THE RF.SpONSIA I IT, ME CONTRACTOR OFRECORD � -%"OSB LANDING ON 2x8 JOISTS, FIELD = o FRAME PLATFORM 2x4 SUPPORTS g 0 z U DOLE 2x8 CENTERED 0 N THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS o RrQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. IGm Homes STAIR LANDING 4005 MARONDA WAY UPPER STAIR RUN LOWER 3�" STAIR RUN ,16 SANFORD21-00642771 5'-10" 2" 7 TREADS 9 68„ 2�@ 2" 8 TREADS ATTACH ST > TO TOP LA ING, MIN. %" OSB, 10d�s NAILS D / "O.C• ° ATTACH STAIR 5� STAGGERED STAGGERED TO 2x8 LANDING w/ led NAILS L " L 3"O.C.STAGGERED�', e h 96 A l0" I" O a9� m 4 WOOD ER n Ee z FLORIDA- THIS STRUCTURE WAS DESIGNED NO RISER IN ACCORDANCE AND MEETS THE Ix WO TREAD m REQUIREMENTS OF SECTION ODD TREAD R301OF THE FLORIDA BUILDING a 10 STRINGER N v CODE 2010 : RESIDENTIAL. ALL y 2x/0 STRINGER CONNECTORS HAVE BEEN CHECK'D TO WITHSTAND ALL APPLICABLE LOADS. 6 p9'0 m, DESIGNED WIND SPEED 0 y 581 VU/t -160 MPH h 5 a DESIGN LIVE LOAD ILL) - 40 PSF Vasd 124 MPH PRE -ASSEMBLED "L" STAIR e 10" TREAD 1I6" FRM'GJ 4 REVISED 03-15-12 : 2010 CODE SCALE: % ° _ /'-0' Q 3'-P STAIR R.O. 42" HIGH SLOPED I�- 2x4 STUD WALL 3'-0" ABOVE TREAD (TRPJ OVERALL STAIR WIDTH w/ DRYWALL CAP HANDRAIL, IYe' SEE FLOOR PLAN / SPACE I FOR LOCATION r WALL RAIL BRACKET �2 - DRYWALL � STRINGER WD. BASE Ns 00111 i 0. V2" DRYWALL DROPPED BEHIND STRINGER WD. TRIM DRYWALL N U NOTE: AlLl J C� SECTION R3I15E.2 HANDRAIL ENDS SHALL BE RETURNED TO WALL REVISED I1-12-07 ADDED WOOD BASE ABOVE STRINGER 0 NDERSIDE OF STAIR AND WALLS, LOCATION OF WALL VARIES STANDARD STAIR w/ 42" HIGH WALL Y44 SCALE: " - l'-0" W a 0 d OF 03/14/2013 Tomas Ponce MSCE, PE N FL. PE LIC, *50068 SHEET: N STR a COPYRIGHT Qo 20:z MARONDA HOMES FLORIDA BUILDING CODE 2010 :RESIDENTIAL 0/-01-13 REV, 20/3 DRAWING UPDATES I y ........... ... TO SWITCH, SEE SHEET ' Ell 9 �4 ti ANT LIGHTS KITCHEN ISLAND f�l 1 PASSAGE LIGHT RR C�TS, SEE SHEET " Ell SEE SHEET ' Ell FOR PASSAGE LIGHTS STD. PANTRY #2 ADD REFRIG. ti m OUTLET UNDER COUNTERTOP PLAN OPTo_�kTLER'S PANTRY — RE OPT. SWITCH PEND. LIGHTS THESE PLANS HAVE BLEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUMNG CODE CONCEALED FASTENERS OR ATTACHMENT( ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RRQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODER, IF BEDROOM #2 r� OPT. WMS 15 C 4005 MARONDA WAY SANFORD, FL 32771 (407) 321-0064 FLORIDA: THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION R3010,F THE FLORIDA BUILDING CODE 2010 : RESIDENTIAL ALL CONNECTORS HAVE BEEN CHECn TO WITHSTAND ALL APPLICABLE LOADS. DESIGNED WIND SPEED Volt =160 MPH Vasd =124 MPH OPT, SECOND FLOOR LAUNDRY \ 1 z 0 i o � � . ..... ..... .......... O T j Q /C 7/P \� b OPT. ri STER BEDROOM I I J\� ------ —---- SITTING OOM 51 d/1 STANDARD PANTRY #2 Z OPT. MASTER BEDROOM WITH SITTING ROOM Tomas Ponce MSCE, PE FL. PF. LIC.150068 SHEET: a EL-5 0 ...\4002_wct_opt_e13-r.e13 Jan. 08, 2013 14:11:40 CWWRIGrrr Oo 2012 MARDNDA HOMES FLORIDA BUILDING CODE 20IG :RESIDENTIAL 0/-01-13 REV. 2013 DRAWING UPDATES GENERAL ELECTRICAL NOTES: n ALL T J 1/ / 1 /LU THIS CIRCUITRY IS DIAGRAMATIC ONLY, FIELD/^1/I,1CONDTIONS MAY CHANGE ACTUAL INSTALLATION`.a PROVIDE AFCls (arc -fault circuit Interrupters) IN/ 0 ® /HI/ IV/ p w 2 0 ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 2IOJ2 SMOKE DETECTORS ARE INSTALLED PER MFG•/ R A R Ll \V/ 0 TO BE TAYFER—FROOF W ti 0CD INSTRUCTIONS AND NFPA 72,ALL DEVICES Sit BE INTERCONNECTED WITH BATTERY BACK UP• v Ty"TG CONC.ENCASEDFOR TIELECTRODE ON OF UDETAIL SHEET- ND ROD, SEE V __ r q N 4 p I PCKITCHEN A R A R : :.., .-�..-- — — ----- J7' -------------RECEFTACLES 1 O O 2 it p m O 2 0 0 0 0 0 LIST OF OPTIONS: -0�p" � CFA OPTIONAL COACH LIGHTS, (2) FLOOD LIGHTS AT REAR AND GARAGE OUTLET REVISED 11-18-05 LL GSD OPTIONAL DOOR LIGHT I, TO 3-WAY I SWITCH pt:�, THESE DIVE Gi.L1Y REVINED REVISED 11-18-05 - -__ o 0 j IN ACC HINICE WITH THE FLORIDA ELECTRICAL SYMBOL LEGEND: —_ —_ —_ —_ —_ —_ —_ —_ — _ — — — — — _ —_ —_ —_ — — c — — — — — / — � — J N��� C�D� p Z REGULAR TEXT REVERSE TEAT DESCRIPTION. GrapMo SYPW May Vary From Actual Fixture _ � _ _ _ \f. = Ije AM I M Po 09 Power Disconnect Switch 4 0 o 0 Door Bell Chime o 0 an o z re es Door Bell Buzzer o o a \ Ceiling Fan (By Others) 3 / ! DEN o SD �2 Smoke Detector KITCHEN BREAKFAST / NOOK THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS ;n o / ` RFOUIRED BY FIELD INSPECTORS THATMAY BE RAPPLIOCAB > g Light Fixture Bath g FAMILY ROOM COMPLY WITH ALL E CODES. ~ ® Exterior WP Lamp _ _ WP $ 9W $ Single Pole Switch � I \ /OT. c 3 Vl - .. OUTLET FOR / GF1 MICROWAVE / OPT. g' � Single Receptacle ABOVE RANGE / \ 1 �\ /� AT. \ / A / II ,1,,C FASTENERS OA ATTACHME a R (T Duplex Receptacle / \ ,� / / CONCEALED ARE T RL SIS��pyIY OF THE /\���/ ii Q GF1 Receptacle \ / / � �YliY GF1 VIZ / Switched Receptacle ® 220 V. Special Receptacle \ / J wGelling 41 Ltg Fixture ®R ®R �R \(Fl \ I � .� �/IC B H ® J R Recessed Ltg. Fixture D I / \ / ! ®R i \ Z � (Fl r�) Exhaust Fon ti A®41M Cable TV \ Q N Q Telephone Outlet \ \ @ O• J In ro o oR Flood Lights GHTS Q W 7110 Exhaust Fan / Light Combo DINING ROOM fe 'l✓ � Q\ 2 Smoke / Carbon Monoxide CoMto m 5-Bulb Dining Chandelier I \ ® ® Breakfast Nook Opal Globe , \ _GARAGE —' — Exterior Overhead Light I \ til \ Stair Storage 18" Flourescent OPT. or Kitchen Flourescent.Cloud zt Ld LIVING ROOM / / PANEL LOCATION / \ I FOYER u w I I r O o{ x GFI WP — i SHEET: o W _ - - ELI OPT. OPl WP 0 ``"yP FLORIDA BUILDING CODE 2007 : RESIDENTIAL Q 0 2 ti ...Aelectrtc\400e_wet5_e11-r.e11 Jan. OR, 2013 14:11:3G MR, I 2 W S 4 \H.R35 T. \ I / I / OPT. LOFT OPT. BEDROPM / 1 ® BATH l \I O I /1 RUN WIRE LIGHT SWI FRONT EA FIRST FL( / BEDROOM *2 / I/ 1 n PF-711 \ W 6 7 THESE PLAINS HAVE BEEN REVIEWED Fk IN ACCORDANCE WITH THE FLORIDA BUILDING COM GENERAL ELECTRICAL NOTES. R o MASTER BATH T / / �(Fl \ CIRCUITRY IS DIAGRAMATIC ONLY, FIELD CONDITIONS MAY CHANGE ACTUAL INSTALLATION. PROVIDE AFCIs (arc -fault circuit Interrupters) IN ALL DWELLING UNIT BEDROOMS PER NEC, °O SECTION 2/0J2 SMOKE DETECTORS ARE INSTALLED PER MFG. CONCEALED FASTENERS OR ATTACHMENTS INSTRUCTIONS AND NFPA 72,ALL DEVICES SHA1 BE INTERCONNECTED WITH BATTERY BACK-UP. ARE THE RESPONSIBILITY OF THE FOR INSTALLATION OF GROUND ROD, SEE TYP. CONTRACTOR OF RECORD CONC.ENCASED ELECTRODE DETAIL SHEET" FT LIST OF OPTIONS: OPTIONAL COACH LIGHTS, (2) FLOOD CFA LIGHTS AT REAR AND GARAGE OUTLET THESE PLANS AND ALL PROPOSED WORKREVISED ll-lB-C ARE SUBJECT TO ANY CORRECTIONS OPTIONAL DOOR LIGHT RPQUIRED BY FIELD INSPECTORS THAT GSD MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. REVISED ll-/B-C ELECTRICAL SYMBOL LEGEND: l m Ci ti o 4 U C) 2 U � J W N O W w � �QC moo REGULAR TEAT RSE DESCRIPTION, GrapMc Symbol of May Vary From Actual FUture Q Po 709 Power Disconnect Switch N o� 0 o )OOr Bell Chime ru e9 w' Door Bell Buzzer �0 u Ceiling Fan (By Others) O J G J SD �2 Smoke Detector Light Fixture Both c rm Exterior WP Lamp $ Single Pole Switch $s Three Way switch I$ Single Receptacle P ( Duplex Receptacle qP GFl Receptacle GFl \_�Z 4. Switched Receptacle ® 1* 220 V. Special Receptacle - Ceiling Ltg Fixture ®R ®A Recessed Ltg.Fixture (F r-A) Exhaust Fan iA Cable TV W J N Telephone Outlet Q o �R Flood Lights Exhaust Fan / Light Combo �. Smoke / Carbon Monoxide Combo Q } 5-Bulb DIning Chandelier ® ® Breakfast Nook Opal Globe Exterior Overhead Light Stall- Storage 18' Flourescent or Kitchen Flourescent Cloud O N O T C� RECEPTACLES IN THIS LA OUT N T SHEET: SE TAMPER -PROOF E L 2 2 Q FLORIDA BUILDING CODE 2007 :RESIDENTIAL i ti ... \electric\400e_wct5_e12-r.e12 Jan. 09, 2013 14:11:38 s • CONCEALED FASTENERS OR ATTACHMENTS n, . 0 �� THESE PLANS HAVE LEN REVICERED ARE THE RESPONSIBILITY OF THE Fph 4 I M THE CONTRACTOR OF RECORD MACCOR �.,. j NUING CODE DA now jig l s t N r V ' R1Pi a. 3 � �4E€ Lf Fg L`` $. T III N wq. MIN. 1 f 5 6 b 1-Ip MBL ° '.:.•.;a. 6' �-T FMB. fMB RYPI . � 1 1C C� , 1 12 __ 1 d0 36 22 NORI -E2 ". a" '. — —{ 2"d3�� I a a I g INTERIOR 6 ' ' ' 5200 W. 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PAMLAXM C EKMRiOR INTERIOR EXTERIOR INTERIOR 'g o ISA INSWINGADJUSTABIEALUMNUMMRFSHOLOWI%P ALUM:/WO0D /14ausiAelEw4wrcxSMl e D.L0.INDM R m PRI N01E 116 FOCEERBSIONWE4TR NGBYOLON ENOUR034CHIFGEL FOAM w 1 VF L SECTION (�VERIKALCNSSBSECIIONSTU INTERIOR EXTERIOR „ d 0 '. dawn-#•wTO I.AdeOe poaal xecwedro#respe4le MM1wm w/IxxAlwck C` 17 KWII.SEi KEYED F'MRY.SK,NANRESEB6_ STEEL o , a 10',.'gS Si'aadBli 5fmm fop $ Y P 10 KWIKSETOEADBOLi-3K°NANRES�IB STEEL yS J eacnlam0am(y ofnem#T2H @ 14 COMNUOUSSIOFDiE$IILE REINF, WOOD 6 /� I.58° I.w'-r•-- "'{ LTT G7 ry NIL hsadam'sWTfromeoMend p Pol4uBUEn HINGANE FOAM BY NANYA POLYU EE ILINE #` f GLASS TM 70 ° 0 INTERIOR EXTERIOR ,h 22 MBx4PNIW0003CAEW ALUM. 5' Qrl . � IjT 7 :q' d 23 GUONGLATCHs _ ALUM. ,, •. J- 1 B°'IEL1P. 1 0[1 n EXTER IMERIOR. — NH � O I 1 � � ?S HIOPRAILUBCN BBLE CELLULAR PVC F ', SPACE / c d0 NORI 26 SIDELF19LE CEILULAR PVC SEE 21 S1RkR PLATE STEEL OPHO,4 F W } o �. NOFE1 60 39 20 OUISWING BUMPIHRBHIXD. ALUM. WOOD `uECORATVE INSERT r $ A CepbPVC 19 xvawremnr Y CnNAv 9 d 33 f _ 24 OEAOBOLTSidKEF1AH STEEL SPACE SO UPtTEEMUW'FSTERNREFLECflOMHP POLYPROPYLENE d1f3%:. 1/B IENR $ 3g /3 34 1 7 y 31 09x1"PFH W000 SCRFN STEEL -u'�' 19 GLA55 N '• / J ss 5 I 32 J4"%3J14"PFH IrW CONCREIE$CREW _ STEEL CELLMARPVC 36908.1ETOPABOTrOMRAA _ a : 3 35 GALINGC�OMPOUND BRICONE 2 36 #BxITIYL'PFNNEFRAMESCREW STEEILL 01 e C�Hue 2'� 3 •w2 a an. N.i:S ¢ 31 SFALAM MRK;ONE I • .SHEET: _ m• 16 12 38 Y9xTPFN W000 SCREW STEEL 02 1N 12 0 161CO e ° 39 SIOEDIESPACER WC� xw N.TS r v 1 +•+" N.is. d o •"60n A,` 40 fMGESUTCN MiIIE ftDNFOftCEMENI LVL o•em A A /y/ IW 'o JK 3 Vf wm lFE g 43 114"x2-U4°PFHIIWCOHCREIESCREW _ SN8 !FS ED-2 Q _-•+. lM ? n... ALC 1 VERIICALCR0353K710N as n m 2 CROS4ffCTI0N wR-15 d d WI mnpGL . d qwy� Ft-15z135 M NXIDEPNEELSEE DOOR WRCON3IRUCRON DETAILS 3NLM4 N-1521J5 " y ' �_• 3 Ei-15213.5 c •� 6 IX z 60 SIOHOEPANH-SEE DOOR PANEL DETARS W 5 COPYRIGHT Q 2012 MARONDA HOMES FLORIDA BUILDING CODE 2010 : RESIDENTIAL FL_GSE %title blks\2406-standard. Erd Mar. 16 2012 IMM:20 Sq _ 1 IL $n _ E- 999l,I000? (I n Nigh g pp r.'W W 3Eg3€Sd698a:;sd FiS€ b'6�3m�ycz€`gk�'ItlB� bd .am Afilit `5 a�3�3�ffl o p oil' ~6 ~ of �o NE 06- ��35 8 0 R3�E g 4 Lh THESE PLANS HAVE LZ. j PEV{r!'ro Ih ACCORDANCE VWTH THE FLORIDA BUIDiNG CODE Y =JF ~tea � a b:000 NNNN N M M 17 N d o t2 MI vi �W s r m W<� a mddm z3 4 addmim wod i� aadaaadd 7 � a aaavid aad m n ri � ri ri r l: h w o�000�abbo N N n CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE y UrWbo>b V4J F V)d OONN YNh OF a� b.O b.p N R d O m O a d m p m rn a o 0 n n r m p v o m �n mmm ri lde m � a dd N m: m LL bbmmm /oeb � aedd � vi vi vi vih rivi vi y adaF � m n ddddaedd S? deee 0o u ddadd Fad o, o dead m edddd<ad � dddd � ddddadda $ ddda w ; I o2 I� of T O gZ\00o 1 0 �n�3az H~ 4 2 Z a0 Q of yx� Qx�JW O TO£ O'G x�vti� q. V Om LL.� `tta0 Y Y�I Oa3032 71 a \aL J r o o V NZ \ e o � ow ccii N i/ ,r\ioz oz cwaF z 13� F .Xx�xo<�u o bM?NSF WV g \6 LdWOn N J�IZ tn9ZZ d owz w z z,a zN L"`w zz �90C0 Oj yO EUJ` �qZ �zaio�m�wa �4pSWZ b J (/I 1z, '¢ O Y O � U I U M M E Q O 5 \R \ Y <OZ VJj U �mmz a_mz w� NQ I �¢:I zw N¢H arc �_ `ems sx I E < < \Vx Y J J f`OQ �W� mod <Uw16 �W� O �OQ o�J vn.w o1z�1p OO x g �Cli �VN �OV�+Ni^�fL �VN K M D3 0 G 0 O J F 2w J O� QB O Qw LLx a ox y U V V V U w aW K a vwwi I` w \ - o� /I wo¢ Wm Ow a x�2 m x 4 NNa Na � ;�wLL I! � T THESE PLANS AND ALL PROPOSED Wty� RARE Y CORRECTIONS FN OU RED BY FIELD INSPECTORS THAr MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES a 4 n P � k� U Jo o i i n a ONy,� �I`la LL LL LL LL 0 0 o v w a rn \In � x Q L 44 � o0o J a [L FL n in in ago tO ' r d3k4'n F�x COPYRIGHT © 2012 MARONDA HOMES FLORIDA BUILDING CODE 2010 :RESIDENTIAL C 2 NLV -111j , LA oadaHomes 400t VIAHONA WAY SANFO40. FL 32771 f407) 321 0064 DES1&NED WINO SPEED Vulh AGO MPH Vasd -124 MPH O a a Q Q O Z C7 y � d W M O � 0 FL_GSE r a M ...\title blks\24x36-st md.1d. bld May. 10, 2012 09153:33 --1111139MMEBEENREVIEVIED CONCEALED FASTENERS OR ATTACHMEW I. Ih ACCORDANCE MH THE FLORIDA ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD NUING CODE THESE PLANS AND ALL PROPOSED WORK .. ........ . . ..... . ..... .......... . ..... ...... ... ... .. ... - - ----- - ARE SUBJECT TO ANY CORRECTIONS AVQUIPED LOMANCO 770D ROOF VENT BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLYWITH ALLAPPLICA111.9 OOPES, I INSTALLATION INSTRUCTIONS "INNOVATIONS FOR LIVIK 7E Thank you for your patronage In purchasing the LOMANCO 7700 Roof Vent. The 770D it art exhaust Vent that wilt help elftrVrote damaging heat and moisture from your attic When prapedy 1� "a Installed With intake Vents, Z 0 0', IMPORTANT APPROVED APPLICATIONS 2. The seam of base should be centered on rafter Tradensime: Vent Sure Standlasid. Vent Sure Low Pro file, Vent Sure Ridge Vent Sr, Vent Sure Rigid Rail centerline. Locate rafter by tapping roof with LREAD THESE INSTRUCTIONS CAREFULLY hammer Measure over 7- 1111VI each side of rafter BEFORE STARTR40 INSTALLATION. centerline. Mark these positions, SystemT)?eA: Mechanical attachment of iidgl! vent system over composition, shingles. .Installation of the. Lomanco, 770D Roof Vent should < Cutout; comply with all Met codes and Standards, 3- Warm Air rises; firteMfore, you Want to locate roof 1. Determine w1mtber the rafters are crass or ridgepole construction. Cut sheathing I" (Irma) or 3-V2" (ridge pole) WARNING! Sharp edges are exposed during vents as near as possmie to the ridgeflne. locate Installation- Use gloves and other appropriate Safety the Vent holes roughly 24" (36" Max.) down from the wide slot x 1-3,*'ridge pole on each Me) of the equipment to avoid Injury., ridgeline to keep the top of the roof vent below the dge(s). A miainium. of 67' must be left uncut an each end of the ridge. Once the slot is cut and any overlapping ddgeline. Mark this "Ition. Vent location position 4. shingles coveting the ridge am trimmed and mmoved, the ridge is ready-,'Dir vent installation. NSTALLATIQN: should now be approximately 244 down ROM Vogel) ne and centered over rafter, . Aesthetically it is best to locate. vents an the rear elope or the house. YOU also want to center vents < 2. place the Vent Blue cent, routed side doilia along entice length of slot also covering the 6' minimum uncut ridge on on the roof length. (Ilytial, are installing two vents, locate each am 114 the efistance from each emsof both ends. Multiple lengths of vent can. be joined by butting roof. When installing thf@e vents locate one In the 04 them together. center and the other two 116 the distance Rom each end of mot.) 8 3. pun apart a 3" ff 5-1/4' precid section of the foam eadcap.. Using coustruchoza adhesive of miard caulk, reseal the endtap into Sire end of the vent Using fam (4) 2` L 114 I 0 galvanized roofing units attach vent to the roof deck by m7o driving a nail in each of the two corners on both ends of the vent. and a nail at each side through the foam cap. ;ln Note. The *And deflector is not required for the Vent 4ert Ridge Vent and Rigid Roil. 4. Slide wind deflector between the vent and the ruaf shingle until the edge off the two placement notches aligawilk edge vent. Dm-e 2 2" of additional roofing nails on each side of the vent to haH the deflector in place. lfthe i)6"orkurger xpmpw vent is being tisialled, then repeat this process along the lmgth f entire a the vent.4. using marked positions as center point scillie two or c o� Wit a-,stader-holes inskie� 5. After neat has Weir installed, cut ridge shingles, preform inn VIM circles, a IV drill bit should do this n1cely. m4nad with eoaGng waits Nails should toe approximately 5" apart and long enough to penetrate the wood roof deck at least �T'. Repeat this ---7.-4-p-Ty—r-oWn-g-c-e-rn-e-nT@-r-o-u-na-fFe —elge of title FFO�l h starting In the drift holes Cut tWO 9 irz diameter at the top and sides. 5.S procedure until vents have been installed over all roof ridge%- circular openings, using either a keyhole saw or an electric saber saw with Sharp coarse blade- If you B. Carefully slide vent Into place with arrow poinlIng do not have a Coarse bode, cut away shingles up. Make sure thioat of vent is centered over vent P4 Net Free Area: Refir to manufacturers published literature inside (he circle with uVilly knife before cullftnig roof hole. FasWn ills Dose to mot decking With roofing Arbitration Slope: 3:12 decking, Take care not 10 make " holes 100 large nails as Mown below. Keep heads of nails under IOr water leakage may occur, shingles, to prevent water leakage, 16. Carefully remove nolng nalls, trom top tow of 9. Finish mounting by seating all seams and nails with 4 thIngles so that the flaming of the mot vent Will toofing cement. Also use roofing Cement to fasten so" under top tow. down loose edges of shingles. Space Roo" Nunn As Shown ��s TYPI + 4 :7- + It + SHEET: + + + + RVD Florida Product Approval # FL10758-R2 Florida Product Approval # FL3792-R6 I I W • v. A 04 e-� F" V' T L Kx .4 Ir 6� 2il T W Ph g o n, rut W jNY q� lWC 4�- ` THESE h1RN$ AVE BLcN REVIEWED IN ACCORDAidCE WITH THE FLORIDA EDGE On Lq /4 ORATTgCNMENTS ARE THE RESPONSIBILITY OF 111E CONTRACTOR OFRECoan Armw`E ANCHORSafe pI1dBUGY&Storm Prolootion Products ABI BUILDING PRODUCTS ESOP OPORATE OFFICE, 4720 EAST AOAMO DRIVE TAMPA, FL 33605 28 GAUGE GALV. STEEL STORM PANEL TYP. KEYHOLE PUNCH DETAIL IN PANEL FOR 14STALLATION I. Steel storm panels shall be ASTM A653 CS-B, 0.1T ihicknes. 2. This product has been evaluated and is in compliance with the 2007 Florida Building Code (R1C) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). When used in areas requiring wind Come debre protection this product compleswm Section 1609.1.2 of the FBC and does not require on impact resistant coverng. This product meets missile level "D° and excludes Wind Zone 4 as defined in ASTM El996. 3. Product markings shah be rolled into each panel with spacing in between morgng no greater than 36 4. Positive and negative design pressures to be used with these drawings shall be determined by others for speciticjobs in accordance with the governing code. 5. The system detailed herein is generic and does not provide information fa a Specific site, R site conditions deviate from the conditions detailed herein, a hoensed engineer or registered architect shall prepare site specific documents to be used in conjunction with this document. 6. Perot holder shall verify the adequacy of the existing structure to withstand Few superimposed loads. 7. AI) Plumiruwm extrusions shall be 60631 aluminum alloy, unless noted otherwise. 8, Tops & bottom details shown may be interchanged as field conditions dictate. PSTDels may be mounted hortnontally where applicable. 5 9. ,a11 bolts & washers shah be zinc coated steel, golvan¢ed steel or stainless steel. IC. Anchors shah be installed In accordance with anchor manufacturer's Fgdommendatiom. Embedment lengths and edge distances shah be as r@Fpmmended by the anchor manufacturer but in no instance shall they be lip than as shown on these approved drawings, Embedment and edge tigjances shall not include stucco a other finishes. TABLEOFCONM EEPB DESCRIPTION I TWCol elevotion, general notes & desk 2 BPI of materials & component _ 3 Crossections, comer& closure details _ 4 Anchoring schedule - concrete&block _ 5 Anchoring schedule - wood � o UNLIMITED (PCJiP. TO PANEL SPAN) W P4 $'Rnc ac E 9=h= 5 Si 'm aa�i`ax5 $ U wa 2 0 d h a 171.111t. ag � b � : I i r I m .-a 1 I i � . _'.� B Rk' �.'' PRS$LtliEff98tX.T: cote 314109 09 z 12.53" r70.0 MO s70.0.70.0 54&E: N.T.S. 53" • 10" -53.0 .53.0 Y53.0 .53.0 MIF tn': AL M2 79 -ON, t42.0 .42.0 +42.0 .42.0 cex Br. LIPS i. SI 33.0 •35.0 .35.0 .35.0 6agYlxYc Nn.: M 0 FL-7989. i o FLORIDA APPROVAL #FL7989mR5 ITEM DESCRIPTION MATERIAL I STEEL STORM PANEL 28 GAUGE_- 018" GALV. STEEL) STEEL 2 14-20 N 314' H.H. BOLT S.S. 3 BUILD -OUT 'F' TRACK ALUMINUM 4 WASHERED WINGNUT STEEL C:- RL 2 H. H, BOLT 2" D85" y .252" h--- I 4 WING NUT OV TRACK 2„ !St i" r� x� 1.25" ` I �l Ot Y 12" COVERAGE 13.75" TOTAL WIDTH - n STEEL STORM PANEL PROFILE I1i D] � o � O p BUILD -OUT 3 1.125" sr0 S o$ J. ra n$ ri E gmn�° E ';mF E6�x Pp o AE 4 314119 4 3: N.T.S. ° er: AL m' m LFS ? YING NDd FL-798 9.1 0 EMBED. j- EMBED. -- SEE ANCHOR SCHEDULE7 " MAX. / CDNNECnON'. CZ 4 ALUM. ANGLE CLOSURE PIECE w 2 x 2" x .125" MIN. TO U a<: � I DISTANCE 2 x 5" x .125 MAX. uID SEE ANCHOR SCHEDULE CONNECTION; C1 6' O.C. Id4X. \SET fPNCHOR EXISTING I SCHEDULE STRUCTURE IF- CONNECTION: Ct EMBED. 6" O.C. Max. DIRECT MOUNT SECTION 110' 120' 7/7 sE 10 De I. NAI w � EXISTING g STRUCTURE 0 6.0" t)D, MAX m FASTENER 012" O.C. SEE PANEL 70 w ANCHOR SCHEDULE FOR ANY FI: 7RADX ACCEPTABLE ANCHOR cavNCpTioN BUILD -OUT Irsw AN ¢ 1 i N44+z-4-�4�a EXISTING STRUCTURE EXISTING STRUCTURE WALL MOUNT FACE MOUNT PW! HEIY PUN HEW 6.0" D.C. MAIf pghy[L r0 F" RACK CONNECrroN III NV' r/a-M s.s. evLr w wwcmlrs P zrro.". Mar fmj� ANGIE M4Y� MARY THESE PLANS AND ALL PROPOSED WOE Attar OR OF cicE IIFIL TRACK BUILD-OLkTRE SUBJECT"PO ANY CORRECTIONS TcAMJ. si¢"5L�'°"°' RIEOl11RED BY FIELD INSPECTORS THA-ALT CORNER DETAIL MAYBE NECESSARY IN ORDER TO PUN wav COMPLY WITH ALL APPLICABLE CODER, CONCEALED FASTENERS ANCHOR SCHEDULE 6r W Rio 1�' 6' 83" FI" sz" xa" D' )J QO' 8] n.a ae^ 4a' 35' I9' 11. a" 9<" Qr ]r S9' UB' ••pore: FOR DIRECT MOUM COA9RgN£ gNCNOR SPoGNC MUSE kUT ENCEED 6" M4YIMUM ON CENIEF FE44RaLf55 Of THE ANCH4e fiPACME SNJWN W THE ttIESE SCNEDUIES. 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INNAA - rCM.F'pl5prunYEGz Aoucnwn.4C'NOR w. xrs. Q laM WIN - a.n pa nM E� r : .ftao pf lil.' 1• f Vr Lpr nalr _.. x L is pr 41Ir YI? r ._. us vw a. en °M 0 IM LIM 1- f wow uT r Ewalw Poexncavam mcruvflnb lUxarrs �'/T"W.^^'""L^^Ir n-IOP.r wzrlw lrmvpew'mnemcncmwmae a x xbn I mm Ft-I.0]>.f IwAVM1 bal 1 acrrmanM b x w low I m enl r•NWa) rm vmea'aere x I?wwas.w(MInY wn-.C]].0 COPYRIGHT © 9012 MARONDA HOMES FLORIDA BUILDING CODE 2010 :RESIDENTIAL FL_GSE ...\tlt le blk5\24x3G-standbrd.brd M., 16, 2012 13134:20 36" MAX. IA. WIDTH 4" MA%, L- A. MA%. 4" MA%. IIOR 0 BE N ,FORS r § SEE EQUALLY C C. prvrl OH c aR INMET FOR UNIT 51$E pPo0 ANCHOR :QUANTITY (1 l Ta" MAX CA, XE.ICHT X M XE HCUT X SERIES 3540 FLANGE PVC SINGLE HUNG WINDOW ErrERwRW3w DBBIexRRBCWmeR4rw9 AmAcrwrWG CRSOPSf Aar 50.0 PSF ®©©©©®©© ml©©©1©000® 1©©aolll©©II©ILO ©o®©©o©Ilu 1�IIE7II®©III©III©IIIUII©LID NO s: THE PRODUCT SHOWN HEREIN IE DESIGNED AND MANDFACNR C TO COMPLY WITH R. R REMENrs Of THE FLORIDA CODING CODE 1 z WOOD FRAMING TRANSFER MLLOFLA S TO NG TO BE CFUMIO aary DDENTY TO PROPER r rLI SEER ALL LOACs TO s RuARCHIT FUMING O E AlN MasON Rr OPENING 5 OVER RE OYSIBRIrY OF iP ARCHITECT OR EN GIN OR OF RECORD ]. SUCK OV N M R UNLR¢E ROPTIONAL, WHERE 1 5 NOT USED B' E AS C M IEM RANE MATERIALS MUST BE $EPARAi 0 WITH APPROVED C ATINC OR MEMBRANE CT or IN COAT NG SECURE PERSPIRE IS THE RE ONS BILItt OF HC ARCHIALLOWABLE STRESS OR INC EASEEER OF 1/3 W 9) PRODU ELEOWNH INCREASE AND OF 1/3 WAS NON ACTOR N THE 6 WAS OF THE WOOD SHOWN HEREIN W ND LMO OURAr:ON FACTOR Ld_I6 WAS USED FOR WOOD nc MIL cA Cm U11D . 5) EACH NAM THUS EBER REIN RCIE PJC. 6) SPSH uNIS MUST BE REINFORCED WITH GUI-451-0'10 STEEL I REINFORCEMENT. MEETING RAILG MUST BE REINFORCED WITH PF-1095-020 iT REINFORCEMENT. J) VNNs VLn I BF GLAZE] PER ASTM E1300. E) APPROVED IMPACT PRDn rnvF srSI EM IS If FOR THIS PRODUCT IN WINO 6 HIM REQUIRED REGIONS. S) SHIM W RE SPA AT EACH INSTALLATION AR ION ANCHOR WITH L BEAMING SHIM. SHIM WHERE SPACE OF 1/1 E' OR ARGUES OCCURS. MA%IMU ALLOWABLE SHIM SL 10 FOR ANCHORING INTO MASONRY A 11/1E USE 3 IE" FIX iA CONS WU W17H 2ENT LENGTH rO ACHIEVE A I E. MINIMA% EMBE O ME r INTO SUBSTRATE WiH 2 5/B' MINIMUM EWE 3METALE LOCATE ANCHORS AS SHOWN IN ElETO, ANCH RING INS AADDS AMNLs 11)FUR ANCHORING INTO ADDS FRAMING OF 2% MINIMUM LSE EE I ^p SCREW WITH SUFFICIENT LENGTH A HO EVE A 3/16 MINIM IiM NG AND N' INTO SUBSTRATE RHATE LOCATE ANCHORS AS sH04VN IN ELE/ArIONs AND NSTALLAr10N GF @)ALL s. ALL FASTENERS TO BE COFFEE RESISTANT. 13) INSTAIIATIIN ANCHORS SHALL BE Ill IN ACCORDANCE ULT ANCHOR MANUFACTURER'S NSTI INSIRUCnnnS. AN> ANI RS HALL NOT BE u BED IN SUBSTRATES WITH STRENGTHS LEss IHPV r1E MINIM M STRENGTH s P LIFE A aFEA BELOW'. A. WIDE - MINIMUM SPECIFIC CREDIT B. CONCRETE - MINIMUM COMPRESSIVE 5'RENGTHOF 3.152 51, C. MASONRY - STRENGTH CONFORMANCE TG ASTM C-9G GR E N, ttPE 1 (GET OSCAR, ). SIGNED -05/30/clI 650 WEST MARKET STREET GRAAM PA 17030-0370 SERIES. 3510 FLANGE PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT ELEVITION, ANCHORING LAYOUT AND NOTES INNALATER DETAILS - Nr5 "•'• 05/23/11 ^••' I OF S AILJA 2% BUFKFWOOC FRAMING INTERIOR FINISH BY OTHERS, 2% SUCK i0 BY OTHERS. BE INCIEFLr SECURED 13/18' MIN. E TERIOR FINISH BY OTHERS UIEBMEM MNGE TO BE sETIH BED OF I/4' WS. t 3/16 Nlry I/. NAx. 0.opROycO SFAIAxr SHIM FAfi QM N �H SIP/ is . SCREW IN EPO ., El OTHERS INTERIOR 2z BUCK/SNORED FRAMING BY OFFERS, 2% BUCK TO tt EXTEF1pF INTERIOR BE PROPERLY SECURED 4 S E%TMOR END H RY OrHENs EMEFIOF FLANGE TO BE SETIN BED OF SILL TO BE SET IN MPROVEC SENNi1 HORIZONTAL CADS$ SECTION - RED .1 £ONSTR/LTIqEVE U _ ON ADHESIVE SX6UQKM0]OFMLIWG MTALIAiNYi " FLANGE i0 BE SFGH BED Of SHIM - APPROVED SEAWR , -r EXTERIOR FINISH BY OWERS INTERIOR FINISH BY OTHERS MI WINDOWS AND DOORS _ 2x BOCK/w05M FA NIN. OF OTHERS, 2X BUGK 'O VERTICAL CARESS SECTION BSG WEST MARKET STREET ;p\+ Qy\? BE PROPERLY SECURED PXWXJGN FWMmG M'BTRUTiPY GRANR, PA 1703E-03)0 SERIES 3540 FLANGE PVC SINGLE HUNG WINDOW f• I STEEL REINFORCED-NON-IMPACi _ INSTALLATION DETAILSTRAIN O A pw m TJH 00-01252 - h uN NTS °wE OS 23 11 wEET2 OF 3 �(I 2 5/6' N. MASONRY/CONCREE EDGE III BY OTHERS 1 I/A, MIN. OPTIONAL 1%BUCK BY EM BEO WENT C HERS. +% BUCK TO BE PROPERLY SECURED. SEE r NOTE 3 BIISET 1 I FLANGE TC BE 1/a" IMX. 5`T.,N BEM OF SHIM APPROVEG SEALANT 1 1/9' MIN. ,I I� 1/A' MAX. Ape TO, iAPCON EM S1/ 3/I 6" ITV iPPCON MAS MalRETEBEDMENT BY OTHERS ..y IMEAIOA EXTERIOR INTERIOR 2 SEE 11 F. EDGE LIST �I MPTONAL IS BUGK Al EATE(iIGR 1% RECN TO BE OTHERS, ROFALY SECURED. SEE OUNCE TO BE NOTE 3 SHEET SETN BED OF SILL TO BE SET IN APPROVED sGUNT 0 BED OF APPROVED CONSMULnDN AOHESNE H0171201IFTAL CROSS SECTION ❑ NaBG'FIrF SCREp6TALUTCN FLANGE i0 aE 1/4" MAY. SUN BE' OF SHIN APPROVED REALANT -f OP110MAL IS DOOR BY MASONRY/^CONCRETE " OTHERS. 1x allCX TG BE BY OTHERS PROPERLY SECURED. SEE } NOTE 3 SHEET 1 .' MI WINDOWS AND DOORS Aial MO WEST MARKET STREET �yAeJ VERTICAL CROSS SECTION GRANR, PA I7030-03]O �MJi IMBCNRY.LCACRETE AYBTALUMIN SERIES 354E PVC SINGLEWIN dOW i IGNHUNG STEEL REINFORCED -E-MON-IMPACT INSTALLATION M S`,2RTA- SEE DESIGN PRESSURE BOXES BELOW FOR A' MATH F CA LNR W107H a" MPX. r__ C ORS TO BE EQUALLY L:. 'LE ANCHOR CHARTS SILT Z FOR UNIT SIZE AND ANCHOR aunv'tt E DESIGN r >� PE ES.EL BOXES BOW FOP 0A. UNIT HEIGHT MAXIMUM SASH 512E D'E T NO, a SH X a" ,MAX. SERIES S540 RKESSPMSINGLE HUNG WINDOW ExrERKwe vlBw EgN4IARr91gW14 0.9ML wur ouavEWp FORUNITBIIPTOMiRS IaAUMI3 UPTOY'i N' ARGNW'x Tl" OEbryI PREb9URE RATtlq tlNACTM1Ap DE$NA`ME%URE Mr1M'AI MNACT MTIMI ♦SSO PSF -F A35PSF n'QAW 50.E PSF ANCHORING LAYOUTS AND N07E5 rvmas 1 THE PHODuc- SHOWN HEREIN s LFscnfD AND MPNVFPCTUNED -D COMPLY Ir REDL PEMeu-s OF THE FLORIDA auILDING CODE. z) WOOD PAM,Nc AND MAsorvgr OPENING ro RE cfscNEG AND prvcnogfD TO PROPERTY rPAN FEET ALL LDAGs -D srx a cru RE. FxAMINc puD M v /soNRr Oa EN GIs n1s REs=Drvsfiwtt OF THE ARCHITECT OR ENGINEER OF PEmflO, 3 I% BUCK DVEP Mp50 NRY/COL NCR iE IS OP10 NPL WHERE I% BUCK S NOT USED DISSI MILa MATERIALS MUST BE ScPARArEO WitR APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE s THE RF SPO\51 R11 T OF THE ARCP T-eCi OP ENGINEER OF O+ O) ALLOWABLE SrRr55 INCREASE OF 1/} WAS NOT USED IN THE pE50\ OF THE PRODUCT SHOWN HEREIN. AND SAD GDHAnON FpLrOP 6 WASvsf0 FOR wooD qummH CALCULATIONS. 5) FRAME mfq AL: EXTRUDED RIGID FOR .05E HICK. a) S45H UNITS MUST BE REINFORCED USING GVL 951-020 STEEL REINFORCEMENT. MEETING RAIL MUST RE REINFORCED ':SING PF-1045-C 2G STEEL RFYN FOiC EM E Ni. ] UN ITS MUST BE OWED PER ACED,Ell00. B) APPROVED :M PPGT PROTECTIVE SYSTEM rli�CJ-!1E9 'OR THE PRODUCT IN WINO BORNE OERRIS REGIONS. 9) SHIM 0.5 REQUIRED AT FgCH INsiPLJ,iION ANCHOR WITH LOAM GEARING SHIM, SHIM WHERE SPACE OF 1/16" OR GflGiER OCCURS. MAXIMUM ALLOWABLE SHIM SUCK 0 RE I/• 10)FOR ANCHORING INTO M SDNRY/CONCRETE liE }/le"ITN igpGONS WTI GTr L NGrH 0 ACHIEVE A 1 1. 9" MINIMUM EMB EOM ENT INTO SUBSTRATE WITH H" Id NIr".II EDGE DISTANCE LonnrE Ancnogs AS sxown IN ¢vaTDNs AND urnLUT ov LF le1u. 11)POR PNC ORIM1G INTO 600E LEASING OR 3% BUCK USE b'8 W000 SCREW WITH SJFIC.-Es LENGTH r0 ACd EVE A 13/ 5 MINIMUM EKCEONEVr INTO sU35'RATE. LOCATE ANCHORS A sI10wN IN ELEvanous AM INsrALanoN GErNIs, 12)ALL FACTORS' S 70 BE CORPSE ORE515-Pit i. l i)INSTALLATION ANCHORS 9H i P INSTAL.ED IN ACCORDANCE WITH ANCHOR MANUFACTURER INSTALLATION Nsrqucr0 s AN. Al sxq I NOT RE USED IN 5uesra rAEs . wITH $RENGTHS LE ryS THAN IA. SMINIMUM STRENGTT AI 9CED BELOW: WOOD N MVM s F C GMVIry 0% C G 2 R CONCRETE MINIMUM c(IRFSSNE SIREN H OF 3,191 P51. C. MASONRY - SrRE NGrb CONFORMANCE i0 ASTIR f.-90, GRACE N, TYPE 1 (GET GREATER). 14) APPROVED CONFIGURA'IONS: EQUAL AID ORIEL UNITE, 15) MAXIMUM SASH SIZE: 36" a JS" VN is 3a" x I }/tl' 49" 96" VNI1: Sfi" x 47 3/9' 52 1/8" x TIT" UNIT: 50 3/15" x 34 J/a" SIGNED: 05Po7/2011 MI WINDOWS AND DOORS �vvphlunp/„_ Oa-01246 SAMISM MI WINDOWS AND DOORS HI 65al N Z MAIRKET STREET \...I T ] Je`�pGEtl4f q,P 5 SERIES 3540 PRISMS PVC SINGLE HUNG WINDOW may 0 6+ Mr = STEEL REINFORCED - NON-IMPACTw' ANCHOR QUANTITY CHARTS AT pXARXI GAPp m ry }u�` 'PSIDHR OEM TJH 08-012AR NNe Nis °•h OS 19/11 xFT2 OF d NUMBER OF ANCHORIOCATLONS REQUIRED AT i35 sl DESIGN PRESSURE W lndOw Windaw Width (i n) Height 1B BO 24:00 30.0E 96.0E 42.0E 48.0E 52.13 (in) Hmd Jpmb Head Samb Heed Jamb Had lamb Had lamb Head Samb Head Jamb 24.0E 2 2 2 2 2 2 3 2 3 2 3 2 3 2 300E 2 2 2 2 2 2 3 2 3 2 3 2 3 2 £ 2 2 2 2 3 2 3 2 3 2 _3 2 42W 2 2 2 2 2. 3 2 3 2 3 2 3 2 4n.00 2 2 2 2 2 2 3 2 3 2 3 3 3 3 54.0E 2 2 2 2 2 3 2 3 3 3 3 3 3 bO OO 3 2 3 2 3 3 3 3 3 3 3 3 3 66,0E 2 3 2 3 2 3 3 3 3 3 3 4 3 4 A.00 2 3 2 3 2 3 3 3 3 3 3 4 ,3 4 >9.00 2 3 2 3 2 3 3 3 3 4 3 4 840E 2 3 2 3 2 3 3 4 3 4 3 4 - 90.00 2 3 2 3 2 3 3 4 3 4 3- 5 .,, -- 96.00 2 3 2 3 2 4 3 4 3 5 3 5 NUMBER OF ANCHOR LOCATIONS AT+35/-50psF DESIGN PRESSURE ;; n3vw Window WidM On) Height 13.0E 240E 30.0E 36.0E 0n7 head Jamb Head Tamb. Head Tamb..Heyd Jamb 240E 2 2 2 2 3 2 3 2 30.0E 2 Z 2 2 3 2 3 -E 36.0E 2 2 2 2 3 2 3 2 42.0E 2 2 2 2 3 2 3 3 4R,00 2 3 2 3 3 3 3 3 54.OG 2 3 3 3 3b00023 3 3 3660E 2 333373.0E $23 2 3 3 q 3 3 4 3' 4 RA usAIMM a� 2X SUCK/WOOD FRAMING INTERIOR FINISH BY RENCES, 2% BDCK TO BE OTHERS BE PROPERLY DECLINED 1 G' MIN. U,no OR FINISH ,, IRE EMBEDMENT BY OTHERS 1/d" A. BACKER RDD nxD APPIIWEO SEA WR A Ra PBWOOD SCREW 1 DI WILL 1/4" MP%, EMBEDMENT SHIM EW EXTERIOR IMERIOR INTERIOR FINISH BY OTHERS 2% DUCK/W000 OWNINGBYOTHERS, zX tucK TO BEPROPERLY SECUREDsu *111�D XTERIOREx1EWIOW TO aE sc IN ENISH OF APPRBVEG Br orxERs CBEDON O CONSTRUCTOR ADHESIVE A APPROVED SEALANT HORIZONTAL CROSS SECTION BACNEE ROD AN AWAT A" MAX. yY�pRypOp Ix, IXysy,,yu,Icx, APPROVED SFAIPNT , SI-:N EXIENOR FINISH BY OTHERS FINSH 2R FRAMING BY OTHERS tt OTHExs MI WINDOWS AND DOORS ppU t/qA ♦�w ME BY Ob`IERS, 2X BUCK TO VERTM.AL CRC6.4SECTION OTHERS, 2X 650 WEST MARKET STREET BE PROPERLY SECURED O'BIICXMIXVIRAWYiINSTAWTKKi GIANTS. Pp Ii C30-03 TO SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW k' Y` STEEL RENFORCED - NON -IMPACT INSTALLATION DETAILSF• y yc AT w xo. Toaw.a: OB-01246 �j$IONAL NNE IS 1E DSn19 11 xTn3 OF { ll11111111\\All 1HESEPiANS HAVE 8pa RmnD Ilr ACCORDAPVCE Will THE FLORIDA . 2 9/B' MIN. MASONRY/CONCRETE EOCE DISi. BY OTHERS 1 I a" MIN. OPTIONAL 11 BUCN BY EMBEDMENT OTHER 1x eucK TO BE PROPERTY SECURED. SEE -F NmE 3 sH¢T 1 I BACKERROD. AND 1 4" MA%. APPROVED sEAIANT SHIM 3/:8' IM TPPCON I B� EXTERIOR I . I INTERIOR AT ( SILL 70 BE SE IN p BED OF APPROVED ❑ c0rvsrgvrnON ADHESIVE CALKER ROD AND 1/a' MPH. APPROVED $FAINT � -f S+M U450N RY/CG YCRETE OPTIONAL I% BUCN BY OTH Eis, 1% BJ CK i0 CE 3Y O-MERS PROPERLY SECURED SEE NOTE 3 SHEET1 VERTICAL CROSS SECTION ANSIXiNY2ONONEI'E IN9iAW)IPY ELEVATION Is., p5edAs V JAMB DETAIL rypNS � NFL�GERTERM VEHICN fOTTD $H'/FRWT FLAN6Ef CONCEALED FASTENERS LWATTACCfqENTS ARE rnu*EX..--THE RESPO0U�pE THE - Ll QW I m THESE PLANS AND ALL PROPOSED WORK O � I' MI C SERIES 35 a0 STEEL OB-0126fi Npim: HEAD DETAIL +. baroMNpn api=w bored WE of aLmBara tart npotl iB213J.01-109-47. 2. Woptl ecrmn elsvll m!'aty Me NaOaal SZE FEp➢ER RS NEERD U. SpeeYatia (ar Waatl CAUII( UIDER NNLINC EA+I°IrucLbn for mail Food and FIX EIL➢9E FERIMETFA WWWGrtMIRI requlmmeMn. BEFORE FASTEN'MC. 3, Wood yyck Imt°IlaNmv pn wormed y S-P-i (G-0.42) or aelw.r. BUN{ wash .hall Be prewtw IMn IM wNm form wltlm. Tapena or ppN.l wlpX of an mt aeowaa waa back .null M ouM toiM rtncNn t0 nest all men Iaaaw. 4 Wrca ncraN leTptll elldl M sufficient He 9uamnfm 1 1/4' penrtlabon Into watl buck. a Madmum a,s mleWlme o! t/a• SNhism shad ba laaErb d , man-. mmPa bw type, rlS, an- ilal6. Pound 4m" depict the det°b nwuvry ro mM ebuelual lead ai4lniRhWm, wM i PoRetra4vM1 inhuelRn MIM AS F 1Mmlal purfcTmaaa nRubammb IN REWIRM Hie MMalb➢cn. WiYVNl 7. ImlolbMn Rome is that M also !M Slid- for the size aMwn a. n. aaapn pnmum BABIRI Far Yankee y x 1-5/BSS IENE ' SCREW SIHOWN WITH d' S1E/.THING) eliee wnGIIN NM Mom, 1dexam amen pM a MUST MH1-1/4 PENETHATfor. 2' fmm ON then Of a cm . Dmi9n emIN am INTO SNG.e amalbr .1mal ohm Rm limited to M01 M to iM window. SILL DETAIL 691 AND 06NN PIEO E CH1RI FASIEW TYPE AND SPICING St101M WILL Al DEEKIN PRESSURES LP TO H0,1D/I UNITS UP TO 36' x W (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIM AND APPLICABLE DESIGN PRESSURE LIMITATIONS) ULACTO.M R. smo 12-1a-Od M . w INSTALLATION INS EGUEE:: w k FASTENER SCHEDULE - FIN- N ndCWVS s.Ooore 3540 Single Hung NONE m 1Mt Oral PA GGARIF;0 SX FH! -fdrsteral Into ELEVATON Nobs HEAD DETAIL --{Ir I. lmroeadoR aapktatl bpeatl nx IN S' lyp.SHFATIIND/O50 / 91450.01� .,ad SIZE HFMFA S typ. AS NEEDED Raw Wmen Dual SpedncvtlRlneWty�MuOnel TT_m 01NHE� Cook final iFNnRE coMtrY=Ibn fa, mvta,wl Wye and dimmNaM mqu remanb mL iae �' n befam rorbanin p S Wood WellIneWYWone and am umM Px s-P-F (Gd.42) or amec Buck rldlls Mchpr MII M preabr Van No wintlm Kama (See swv°n WdM. lvpperad wr mXlRl IllbaM Mon.)an rah Rlbwed Waatl bak KIDS _ aelpl�lc%tlaM rtruclun t° nebt vll H PW ,x11M� 4. bvg IWIM 1�%a MIImhWkn SNO wooa buck 5. Maximum eFim iNCMaee IN 1/4' mrmNtW vt such kaMner Iaal slsime alsall b, lope bmNlp non- evmprmMble type. L// SO more aaxTMv aapa theammM Iwmmary tonwn aimcroml lava ngmmmmb. Thy donet aaalm. thor design e YIIM AS air IINAtrNen, inter pmelmUan, IMmebn REWIRED NVWinrtWl w�l, °r°lancs rmulmmMv of ➢RrwAIL T. Inetala0en eMwn Is that of RM beat inapw for the de, shorn and! RM p x 1-5je' scREw (SHOLw WIN 1/2' miim mo m�For short Mas oMlawn.vilm IveMnen 3' from amen one a mon PENEIRATON INTO SNO.. Mvn 12• a ombr. LaaM Motl/sill Ije��CLI-ARWCE TvialleN 3' from amen and No man (ALIf L FOUR sIDEB3 SILL DETAIL �°:mBlk .IT`mw"`aam°wore ImNetlum not IN Be taM XMMew. SE oFSEN Fu$$uIE avert FA5IFNFR TYPE PND SPNNNG SHORT WILL P11DW 061DN PfE35,IlE.S UP 70 N35.71 -50.16 UNITS Is 70 108- x 74' (SEE TEST REFORM FOR INDIVIDUAL UNIT 51ffi AND APPLICABLE DESIGN PRESSURE LIMITATgi9 sxuTHwc INSTALLATION INSIRUCTONS V.M.R. 8-20-09 k FASTENER SOIEOULE - FIN- JAMB DETAIL * Ews KLIIw 1Ep wlndov+e a GDOre 354E Single Hung NONE . I = t w' NN F�IACNOC. M_�I� Greer, PA Continuous Head and Sill ,>Sqv 9M CNI FlX lNOT 10 BE C FUSED WRH 1 2' FRONT Edit COPYRIGHT © 2012 MARONDA HOMES FLORIDA BUILDING CODE 2010 ;RESIDENTIAL DR a 3ulwmb AWu Hlsrc lAl€com u. 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