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120 Wheatfield Cir - BR04-001340 (CELERY LAKES) (SFR) (A)No PERMIT ADDRESS dU CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS b d ®+�® SUBDIVISION Maronda Homes 1101 N Keller Rd.'Ste F Orlando, FL 32810 -407-475-9112 - CRC 058496 PHONE NUMBER a ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR 0 `�. Z" 4�� MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRAC"TOR PERMIT NUMBER FEE PERMIT # DATE PERMIT DESCRIPTION I z PERNUT VALUATION \,DA488 SQUARE FOOTAGE 0 y Ll ROOF ANGLE / LONGITUDINAL �,/ ,5 -9.03 i OVERHANG: +14.80 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. DESIGN CRITERIA: AS PER FBC 2001 CH. 1606 AND ASCE 7-98 (FIGURE 6-3) EXTERIOR WINDOWS AND GLASS DOORS EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL j IDENTIFYING THE MANUFACTURER, IN COMPLIANCE WITH ANSI/AAMA/NWWDA 101/I.S. 2-97 FBC 2001, SECTION 1707.4.2 SEE MANUFACTURER'S DETAIL SHEETS FOR DESIGN CRITERIA AND INSTALLATION METHODS. ,w 9 4A r c � _ � � a x ��itV � � i�✓ ...-mom,.+,r.•r.�.w.vti;ca.¢..xrm+4 4 t INDEX OF DRAWINGS BUILDING DATA AND TITLE L fir.•_. -REV,-- �N . L, i ` BUILDING BATA COVER SHEET - I -A EXTERIOR. ELEVATIONS - 2 FLORIDA BUILDING CODE: BUILDING, 2001 EDITION, 2002 REVISION - FTG `FLORIDA BUIL DING `CODE: PLUMBING, 2001 EDITION, 2002, REVISION - FPI FLORIDA $UILDING CODE: MECHANICAL, 2001 EDITION, 2002 REVISION 3 ;FLORIDA BUILDING CODE: FUEL GAS, 2001 EDITION, 2002 REVISION - 3A NATIONAL ELECTRICAL CODE - FDO . STRUCTURAL DESIGNPARAMETERS: ASCE 7-1998 - ST Ll OCCUPANCY: RESIDENTIAL - STL2. CONSTRUCTION TYPE- TYPE VI UNPROTECTED / UNSPRINKLERED - 4 (FBC 2001, SECTION 608) - WP SECOND FLOOR WALL PANELS - T RI -A BUILDING DESIGN: ENCLOSED - RSI -A WIND SPEED: `1,25 IP H 73 SECOND GUST 2 SDI (FBC 2Q01, SECTION 1606) t 4 -D2 EPOS B - Sb -,D. STANDARD' DETAILS - DOORS SD -W; INTERNAL PRESSURE COEFFICIENT: GCpI - +/- 0.18 - SC=R IMPORTANCE FACTOR: l.0 - WS -Sl BUILDING CATEGORY: 2 - HVA NUMBER , OF STORIES: TWO STORY �'. ISO -H BUILDING MEAN ROOF HEIGHT; 25 FEET, MAX. - ELI FIRST FLOOR ELECTRICAL WOOD FRAMING INSPECTION EL2 SECOND FLOOR ELECTRICAL - EL3 ELECTRICAL DETAILS '. ACL `'PLUMBING,'ELECTRICAL-AND MECHANICAL ROUGH -INS MUST' ` ISO -P , D.W.V. PLUMBING ISO - BE CQMPLETE, INSPECTED AND APPROVED BEFORE CPVC WATER ISO - REQUESTING THE FRAMING INSPECTION. (FBC 2001, SECTION 105.6) p TERMITE TREATMENT THE BUILDING AND PATIO SLAB 'HAVE RECIEVED A COMPLETE R "r 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. FBC 2001, SECTION 1816 W I NDBOURNE DEBRIS REGIONS I. AREAS WITHIN ONE MILE (1.6km) OF THE COASTAL MEAN HIGH WATER LINE WHERE THE BASIC WIND SPEED lS 110 mph OR GREATER, 2. AREAS WHERE THE BASIC WIND SPEED IS 120 mph OR GREATER IN WIND80URNE DEBRIS REGIONS, HURRICANE SHUTTERS ARE PROVIDED: MIAMI/DADS PRODUCT CONTROL NOTICE OF ACCEPTENCS #01-0516.14 FBC 2001, SECTION 1606.1.4 C , C ...WnchesteWstomma-125.000. Oct. 21, 2003 14:24:31 ROOF ANGLE / LONGITUDINAL �,/ ,5 -9.03 i OVERHANG: +14.80 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. DESIGN CRITERIA: AS PER FBC 2001 CH. 1606 AND ASCE 7-98 (FIGURE 6-3) EXTERIOR WINDOWS AND GLASS DOORS EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL j IDENTIFYING THE MANUFACTURER, IN COMPLIANCE WITH ANSI/AAMA/NWWDA 101/I.S. 2-97 FBC 2001, SECTION 1707.4.2 SEE MANUFACTURER'S DETAIL SHEETS FOR DESIGN CRITERIA AND INSTALLATION METHODS. ,w 9 4A r c � _ � � a x ��itV � � i�✓ ...-mom,.+,r.•r.�.w.vti;ca.¢..xrm+4 4 t INDEX OF DRAWINGS SHEET N0. TITLE L fir.•_. -REV,-- �N . L, i ` 0 COVER SHEET - I -A EXTERIOR. ELEVATIONS - 2 FOUNDATION PLAN - FTG STANDARD DETAILS -FOOTINGS - FPI UNDERGROUND PLUMBING 3 "FIRST FLOOR PLAN - 3A INTERIOR ELEVATIONS & DETAILS - FDO SECOND FLOOR FRAMING - ST Ll STANDARD STEEL JOIST DETAILS - STL2. STANDARD STEEL JOIST DETAILS - 4 SECOND FLOOR PLAN - WP SECOND FLOOR WALL PANELS - T RI -A ROOF TRUSS INFO - RSI -A ROOF SHEATHING - SDI STAOARD -DETAILS - -D2 fY,_ BARREL VAULT - Sb -,D. STANDARD' DETAILS - DOORS SD -W; STANDARD DETAILS - WINDOWS - SC=R STAND DETAILS -ROOF - WS -Sl WALL SECTIONS -2 STORY w/ STEEL JOIST - HVA REGISTER LAYOUT - ISO -H HEATING ISO - ELI FIRST FLOOR ELECTRICAL - EL2 SECOND FLOOR ELECTRICAL - EL3 ELECTRICAL DETAILS - ISO -P , D.W.V. PLUMBING ISO - ISO -W, CPVC WATER ISO - p 0 L LLJ LLJC11- N. W LlJ Q o U Q 4J Qlo Lo war - 4005 4005 Niaronda WaY sarlord, FL 32771 ( C37) 321- 0064 Donald C.; Rowas AlA �. FFD 0� SHEET: O L y � y • .. p s p L LLJ LLJC11- N. W LlJ Q o U Q 4J Qlo Lo war - 4005 4005 Niaronda WaY sarlord, FL 32771 ( C37) 321- 0064 Donald C.; Rowas AlA �. FFD 0� SHEET: O FOUNDATION PLAN WINCHESTER REV 30-0" [ aronda Homes I SLAB/PORCH LOCATION 8" x 8" POURED CONC. I MONO FOOTING I �W/ (1) #5 BAR - 3 1/2" CONC. SLAB I i NWC f 'c2500 PSI REINF. �y WWF. 6X6XW 1.4XW 1.4 � I I 1 w I ''n I O I I I I I I � I I 1 I I I , i I I I I I#J7/ I I i I 4 tr I J (t( tyNNy. f f i ,.Awinchester4\std\wln4-std.ftg Oct. 21, 2003 14:24:42 R N FURRING P.T. FURRING U E A AREA AREARE 0) -5 REBAR FULL HGT. IN FILLED CELL `5 REBAR FULL HGT. IN FILLED CE IY ,.Awinchester4\std\wln4-std.ftg Oct. 21, 2003 14:24:42 R N FURRING P.T. FURRING U E A AREA AREARE 0) -5 REBAR FULL HGT. IN FILLED CELL `5 REBAR FULL HGT. IN FILLED CE .(AIC ONLY) '15 REBAR FULL HGT. IN FILLED CELL 05 REBAR FUL WT. IN FILLED LL P.T. FURRING ,A (AIC AREA J- FURRING (AIC AREA AG N K 8' CONC, BLK "0 R FULL T' IN Q) #5 REBAR FULL GT, IN '5 19 8' CONC. BLK 8' CONC. BLK ONLY/ ONLY/ E EL 'V 94' ' C� FILLED CELL..Q 24' C. 84 CONC. BLK 8' CONC. .0- *5 REBAR wl D. HOOK REBAR , L� D. HOOK $5 REBAR wl STD -HOOK 115 RE W/ ST6. �QK 5 REBAR wl *5 R' AR wl REB,k� OUND VERTICAL "I REBAR UND VERTICAL a STD. HOOK U-1 STS. HOOK yEt (Ty 0 1 (T WE I I I I " CONC. SLAB I I —372 V) . I .. 11 I2" CONC. SLAB FIN. 1,5t' A , (/) 1 8 3%2' CONC. SLAB �n .3Y2' CONC. SLAB N Cr C. SLAB 3y C,� SLAB 3Y? 11 1 FIN. Ist 1� FLOOR SLAB -TIL / FLOOR SLAB , I- - -,.- -- wmmmmm 48010� GR ADE — GR AD I GRADE. GRADE GRADE Q - V) 0 0 olv, 0 0 v 005 REBAR 0 `5 REBAR (2) 115 REBAR 2)15 REBAR (2) R 2(r 2ol 16, C) NOTE: XL .BLOCK GARAGE 2 S TOR GARAGE /-S RY TYPICAL 2 -STORY TYPICAL I -S RY TO, BE HIGH STRENGTH (fm X,OoO PSI) 2-S RY -EXTERIOR SCALE: 24 SCALE: V2'- NOT USED SCALE: V2'- /'-0' SCALE: V2' NOT USED Co u- SCALE:G NOT USED P.T.FURRING (AIC. AREA ONLY' 2x4 STUD WALL 2x4 STUD WALL 8' CONC. BLK (21 '"5 REBAR FULL IN WOOD POST, SEE FLOOR P PANEL PANEL STRUCT. WALL C) X FILLED CELL. PLACE XT FACE OF SHE SEE STRUCT ALL SCHEDULE N INFO SEE STRUCT. WALL SCHEDULE ON INFO SCHEDULE SEE SCHEDULE ON INFO ITRI, TO 20 CLEAR (TYPJ SHEET FOR A H WALL A C MENT Np SHEET FOR WALL ATTACHMENT SHEET FOR WALL ATTACHMENT Ln (2) i15 REBAR STD. HOOK `5 REBAR ROUND VERTICAL ex T. WD. P TIE 1-2x4 P.T. WD. PLATE 2x4 P.T. WD. PLATE LEDGE WALL, SEE PLAN Ln DOWEL( JV2'CONC. SLAB 3V2'CONC. SLAB SETBACK 3V2'CONC. SLAB 3V2'CONC. SLAB SLAB, FIRST FLOOR,, FIRST FLOOR j FIRST FLOG GARAGE FLOOR zi FIRS LO L GARAGE /I FLOOR Lo C> GR ADE C� ON., 0 0 SEE RE AS REO`0,SEE 16, (2) 5 REBAR 16' (I)'5 REBAR, CONT. I Lf R FND. AN (2) #5 REBAR INTERIOR BEARING, T STEP/NON-BEARING SCALE: %1' -/,-0, NOTE: L BLOCK TO BE HIGH STRENGTH (fM Xq�pod pol EXTERIOR 2-S RY Co SCALE: NOT USED SCALEY; NOT USED 8' CONC. BLOCK, BEYOND 8' CONC. BLOCK. BEYOND PROVIDE IV2"< 512' RECESS AT SLJDING—\ PROVIDE -Y4'x 4# RECESS AT GARAGE Q— GLASS DOOR DOOR 'CON 3 C. SLAB (1) *5 REBAR 3V2'CQNC,SLAB DRIVEWAY 3VL,'CONC. ,5LA8 3Vz'CONC. SLAB 312, Cox. SLI 8 -40 0 ov, (2) 5 REBAR (1) *5 REBAR Z-- 1,5TORY� 20' (2 MOY) Q) 4 - RECESS SLI DER ° S T HI CK N EDGE/GARAGE R SCALE: " - l' 0" �2 T)--��EIBEARING SCALE: Y2'- /'-Oo THICKI - N EDGE SCALE: V2' • /'-0' - SCALE. /2 10" . M&6hda Systerm, 005 �Aaronda Way ',' Sanford, FI- 32771 NOTE, THAT IN LOCATIONS 8' CONC. BLK SEE FLOOB PLAN 3 PLAN EE FLOOL FOR FIERI SIZE R E THERE ISA 1 �5 R AR IN THE, , 11 : 87 ((�407) 32.1-0064 I FOR FIEM SIZE TYP. W ABOVE - — - — - — T BE A #5 CONC. BLK CONC.BLK REBAR INT ST THAT WILL TH ALL 05 EBAR IN #5 REBAR (3) #5 REBAR ---'5 R AR #5 REBAR WALL BAR FOR THE SLAB HE IGH ABOVE LLEO TOP COURSE EACH WAY FIN. 15t FLQq� SLAB SLAB ACH WAY 6i FIN. Ist FLq R SLA 3V2 CONC. SLAB 5 REBAR wl - 7 STD. BOOK Q F 48 0..., U.ND.. (2) 05 REBARS boli-ald C. Ro'beris AAA 3�2'CONG. SEE NOTE r r - 9o 9 9 (2) #5 REBAR SEE SEE I FN0. PLAN FN0.PLAN SHEET: ST EMW All OTING PIER DETAIL SCALE: I' -O" PIER DET AIE'SIGNED SCALE: TO 48"HIG MAX TYP. FOOTING CORNER FTG SCALE: V2'- /'-0' SCALE: Y2, - /,-0, NOT USED ,.Awinchester4\std\wln4-std.ftg Oct. 21, 2003 14:24:42 Y-0 4' PV( !'.COLD SERVICE- - - (- --• `. ` GA 0 FLOOR PLAN WINCHESTER R EY" 0 0 0 30 o" Laronda Homes SLAB/PORCH LOCATION GENERAL FLOOR PLAN NOTES: ALL EXTERIORWALLS SHALL BE CONSIDERED SHEAR WALLS MINUS ALL WINDOW AND DOOR OPENINGS EXTERIOR WALLS TO BE 8%'CONCRETE BLOCK w/ P.T.FURRING STRIPS IN A/C AREA. INTERIOR LOAD BEARING WALLS T0.6E 3V2'W000 FRAME WALLS. " INTERIOR NON -LOAD BEARING WALLS TO BE NOMINAL 378'MTL STUD,U.N.O. ►, - ALL WOOD NOT SEPERATED FROM AND/OR IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE ''PRESSURE TREATED WOOD' SEE LINTEL SHEET FOR UNTEL SIZES OVER WINDOWS AND DOORS. PRECAST UNTELS BY CAST -CRETE. ALL COMPOSITE . BEAMS OVER WINDOW AND DOOR OPENINGS ARE TO BE 8' NOMINAL WIDTH AND 16'NOM/NAL HEIGHT, U.N.O. THE 16' NOMINAL HEIGHT SHALL CONSIST OF AN 8'TOP COURSE (LINTEL BLOCK)FILLED wl 3000 psl CONCRETE wl (U GRADE 40 CONTINUOUS HORZ. *5 BAR AND AN 8' HIGH STRENGTH PRECAST LINTEL LOWER COURSE WHICH SHALL BE UNFILLED,UAO. FOR FILLED PRECAST LINTELS, USE 3000 ps1 CONCRETE w/%'AGGREGATE.FOR REINFORCED PRECAST LINTELS,USE GRADE 40 REINFORCING STEEL. PROVIDE SAFETY GLAZING AT: ALL WINDOWS OVER BATH TUBS. ALL WINDOWS WITHIN 24'OF A DOOR SWING. ALL SLIDING GLASS DOORS. ALL FIXED GLASS UTES OVER '30 SQ,FT. ALL UTELS WITHIN 18' OF THE FLOOR AND IF LARGER THAN 9 SO. FT. ALL SHOWER ENCLOSURES. PROVIDE AFC/s (oro-foult clrcult Interrupters) IN ALL DWELLING UNIT v BEDROOMS PER NEC,SECTION 210-33 THE PRESSURE RELIEF VALVE FOR THE HOT WATER HEATER WILL BE DISCHARGED OUTSIDE,BE AT LEAST 6'ABOVE GRADE AND UNTRAPPED. THE A/C DISCONNECT WILL BE `LOCATED WITrIIN 3 FEET OF THE COMPRESSURE. A ALL PLUMBING,ELECTRICAL AND MECHANICAL. ROUGH -INS MUST BE COMPLETE INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION:FBC 105.6 AAMA OR WDDDMA OR OTHER APPROVAL LABELING. FOR MANUFACTURER IN COMPLIANCE 'WITH: ANSI/AAMA/WWDA WIS297 ALL BEDROOM WINDOWS ARE CONSIDERED EGRESS UNLESS OTHERWISE NOTED S OPENING PRESSURE SYMBOL :XX MAPOSITIVE:WIND: PRESSURE MAX. NEGATIVE WIND PRESSURE ...\std sheets 125r1wiri,125r.003 Oct. 21, 2003 14:30:01 SEE DRAWING ' ELI FOR ALL. ELECTRICAL FIXTURES, OUTLETS, SWITCHES,CABLE TV AND TELEPHONE �I H8 4 x 4-0 CO C. PAD RECE SE P/C N LJNTE d ao OPT. S I I I 7%" ERVICE DOOR OPT.10-0 x 30-0w - OPT. l0 -0x 18-0 13'-4' PORCH PORCH 40'-0' 7'-0' i /2 /4'-5V2" 7-0 x 4-0 CONC. PAD FPS 751 34 SH , 3 D ARC eRnvp, 55 6-0 x 6-8 SLG'D l8'•0" SQUARE FOOTAGE:2 STORY I ST FLOOR LIVING 1358 SQ. FT. 2 NO FLOOR LIVING 1646 50. FT. TOTAL LAVING 3004 SOFT. F GARAGE AREA 402 50. FT. COVERED ENTRY 16 SO. FT. TOTAL AREA 3422 SO. FT. ...\std sheets 125r1wiri,125r.003 Oct. 21, 2003 14:30:01 SEE DRAWING ' ELI FOR ALL. ELECTRICAL FIXTURES, OUTLETS, SWITCHES,CABLE TV AND TELEPHONE �I H8 4 x 4-0 CO C. PAD RECE SE P/C N LJNTE d ao OPT. S I I I 7%" ERVICE DOOR OPT.10-0 x 30-0w - OPT. l0 -0x 18-0 13'-4' PORCH PORCH 40'-0' 7'-0' i /2 /4'-5V2" 7-0 x 4-0 CONC. PAD FPS 751 34 SH , 3 D ARC eRnvp, 55 6-0 x 6-8 SLG'D l8'•0" �I iM ii it 11 i ii ii 1i U RECESSED' P/C P/C LINTEL FILLED 0 LINTEL FILLED O 0 d VINYL STOP 4 0 4 �i FAMILY ROOM BREAKFAST NOOK KITCHEN Qz �o ( CARPET w/ 8-0 CEIL. VINYL w/ 8-0 CEIL. r VINYL w/ 8-0 CEIL- i Lu A, -0SLAND "jo M Z?=U a. b' I W Z Uj l V� O 9?0- � I qw9 ` pz il� 8 WQ vi Lu tooR in 7 -6%' oW Jr— N to 3070 3070' OPENING_ OPENING r k r SH (3) HHALLWAY T 2' ZV2»INYL w/ -0 CEIL. SPA 0 INY w/ POWDER RIV - c NE LAUNDRY — INYL w/ D VINYL w/'; C LL cq -0 CEIL. 7-0 CEIL.`p -IO 8' / l� " 6' 8V8" 3'-7' Q 3,-0, ;D DRYER VENT THRU WALL COM R GRILLI 7v 24°x l8"MOUNTED RETURN �N 'CEILIN ®All—__ 070 3070 01 5 " 3 /8 MET. BEARING WAL STUD WALL (A OPENING 2)2x8 q)'31,67 OPENING HDR LHALWAY ) 2x8 HDR" 'N �Q I VINYL w/ et► CONC.SLAB EDGE N 72x4 WD. ALL) 7-0 CEIL VINYL STOP 2-6 BIFOLD � � S&R� WALL UNE, N 1-9 ABOVE 14 4'-0' STORAGE, DRYWALL GARAGE UNDER SIDE OF 2640 OPENING 2x4 WD. WALL CONC.w/ 8-0 CEIL STAIR AND WALLS, VINYL STOP CARPET FLOOR T T ~ v� �c CONC. SLAB EDGE w 42' HIGH SLOPED WALL LIVING / DINING ABOVE TREADCARPET w/ 8-O CEI L --- — - — - —- -_ -_- �% ® I � `n I FA F LL 3' l° 14'-218' I w �n FOYER ( 20'-7%' 17'-8/' I OPEN ABOVE 16'x 7- O,H. GARAGE DOOR' P/G LINTS E P/C LINTEL FILLEDI AV �I Cl - N 0 Q Q t3 zz� O � g w � W o Q w� Maronda Systems, 4005 Maroncla Way Sanford, FL 3277.,0 (4' 07) 327. - 0.0.644 Dona ld C. _{?oboj18 Or jo FFD 0 4 2004 a SHEET: 3 z 0 U 0 d 4 0 4 �i Qz �o Lu ,52 "jo Z?=U a. W Z Uj l V� O 9?0- Q5 qw9 ` pz il� 8 WQ vi Lu tooR oW Cl - N 0 Q Q t3 zz� O � g w � W o Q w� Maronda Systems, 4005 Maroncla Way Sanford, FL 3277.,0 (4' 07) 327. - 0.0.644 Dona ld C. _{?oboj18 Or jo FFD 0 4 2004 a SHEET: 3 1%2' x 4' x 9' SUPPORT CLIP w/ (3) #10 16 x 3/' SCREWS TradeRead' JOIST PER PLAN NOTES: " 1) ATTACH SHEATHING TO BLOCKING BEARING SUPPORT W/(4) #8 SCREWS, BY OTHERS \ 2) BLOCK LENGTH SHALL BE 1/8' FASTEN THROUGH JOIST (MIN.) TO 1' (MAX.) SHORTER THAN 3-1/2'(MIN)- BOTTOM FLANGE TO BEARING JOIST SPACE. TradeReadyy RIM TRACK �\ PER PLAN (2%2' LEG UP) WALL BY OTHERS \ TAB MUST BE ATTACHED TO THE OUTSIDE OF THE WEB TradeReadyy RIM TRACK PER PLAN (2%2' LEG UP) (3) 910-16 x 3/' SCREWS THROUGH TAB TO EACH JOIST BEARING SUPPORT _ BY OTHERS 3-1/2'(MIN) BEARING (3) #10-16 x 3/' SCREWS THRU TAB INTO WOOD DECKING LADDER BLOCKING r TradeReadyy RIM TRACK PER PLAN (2V2' LEG UP) 4` TSB 14ga. (400T125-6Q'- TradeReady JOIST WEB STIFFENER w/ (3) REFER TO PLAN SCREWS T \ rl� 3-1/2'(MIN) BEARING LADDER BLOCKING STANDARD DAR D (1) #10-16 x 3/' SCREW THROUGH WEB OF RIM TO, WEB STIFFENER FLANGE TradeReacNj JOIST PER PLAN GIST RIM - STANDARD NOTE: STIFFENER MUST EXTEND TO WITHIN 1/8' OF TOP AND BOTTOM FLANGE OF JOIST. 4" TSB 149a. (400T125-68), 33ksi FASTEN JOIST TO BEARING WEB STIFFENER w/ (3) #10 - 3/, SUPPORT WITH (3) #10-16 x 3/' SCREWS SCREWS TO JOIST r TYPE B 3 SUPPORT 3Y OTHERS 3-1/2'(MIN) BEARING (4) #10-16 3/' SCREWS TO JOIST FASTEN JOIST TO BEARING SUPPORT WTTW I'll itim-in 3/+ TYPE A `\ 4' TSB 149a. (400T125-68), 33ksi ',SEB STIFFENER w/ (3) #10 - 3/' SCREWS TO JOIST TY�I-�<N�LLQU I ' \WEB STIFFENER -STANDARD TYPE C -a Q 0 4 � o 0 Lu . F01105 4005 Maronda WaY', Sanford, FL 32771] ('407.) 3: a - 0064- Donald C,Qlels' A..R671 FED D 2004 a SHEET; STLI SEE DRAWING * E2 FOR ALL ELECTRICAL FIXTURES, OUTLETS, SWITCHES, CABLE TV AND TELEPHONE 44 25 SH 30.55 EGRESS f; F—,657-1 • L�M 35 SH F278M 25 SH 4' EGRESS 30.55 EGRESS GENERAL FLOOR PLAN NOTES: u ALL EXTERIOR WALLS SHALL BE CONSIDERED SHE �rc) L WALLS MINUS ALL WINDOW AND DOOR OPENING. (2) 2x6 HDR' T8 PH S R (212x10 HDR b (2) 2x6 HDR dw OF 2x4 "2 SYP, STUDS AND/Z'OSB SHEATHING, MST. BATH 4 N F—,657-1 • L�M 35 SH F278M 25 SH 4' EGRESS 30.55 EGRESS t F -Ts - 35 SH EGRESS 30.55 DMF ON 2x8 WD. STUD WALL, MATCH BLOCK THICKNESS BELOW mc-li 48 FIXED PICTEfRND,AB- o F—ps7_1 35 SH �EGRESS -30.55 - 6,r W ARCH 5'-8' 8'-4' I Am V2" DRYWALL GENERAL FLOOR PLAN NOTES: u ALL EXTERIOR WALLS SHALL BE CONSIDERED SHE �rc) L WALLS MINUS ALL WINDOW AND DOOR OPENING. (2) 2x6 HDR' T8 PH S R (212x10 HDR (2) 2x6 HDR dw OF 2x4 "2 SYP, STUDS AND/Z'OSB SHEATHING, MST. BATH 4 N TYPICAL U.N.O. v VINYL w/ Q__ a' PROVIDE AFCIs (ARC -FAULT CIRCUIT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS 8-0 CELL. PER NEG SECTION 210-33 OPT.SINK VINYL STOP O .. j MC 41-01 / l 3070 O V2" � � N ` URVED o o ARCH 2x4 BLOCKING v, 2x4 NAILER i BEDROOM #2 BEDROOM #3 r' w wzU ZQ� LQ ZZ S & R \ CARPET w/ 8-0 CEIL. a CARPET 'w/ 8-0 CEIL. Q m Q C� IF N LLJ �? u6x j U A S R 3' 1" 2'-3' 4'-3%' N BATH 2 l8, S & R TB VINYL w/ 8-0 CEIL. S & R �r Ln $ N n26 VINYL STOP � A 4-0 BIFO D PH 2-6 A � C �' ti o O x 36'x 32" A/C PLATFORM F. 3' HALL '- o. co U "� CARPET o z N t� w/ S& R O j 8-0 CEIL. 4 L 2648 2648 4-0 8IF0 0 S&R PH F 'Q2 N 6 VINYL STOP (5) SHELVES I 1 . v Q - _ 36'x 36'X 32" A.F.F. - ��[L. A/C PLATFORM BEDROOM #4 q W . Q� 5 0 22' x 36" / J070 \ BIFOLO ATTIC ACCESS / . OPENING 9 q" CARPET w/ 8-0 CEIL. 31-1" S W yrt 3070 o wCURVED / 240 x 18° RETURN W ARCH BATH I / — CE OF VINYL w/ D CK AND __ �_ _ e._._ __ _ AIR GRILLE FLOOR STAIR r ( 8-0 CEIL. N cv 42' GH I I SLOPE I SLOPE cc 3a2 I 13:/2 Q LQ I � i A WD. HAND• AIL ATTACH MTL. STUDS TO MASTER BEDROOM I FAC OF ST L. JOIST i CARPET w/ 9-0, CEIL. I I I `gip L' s LOFT CARPET ri/ 8-0 CEIL. I l8' 0%. I -- —. — — — — — — — —— V2" OPEN TO BELOW 40 / 3 � • 4' DRYWA / 1212x12 HDR LED (2) 2x10 HDR (2) 2x12 HDR t F -Ts - 35 SH EGRESS 30.55 DMF ON 2x8 WD. STUD WALL, MATCH BLOCK THICKNESS BELOW mc-li 48 FIXED PICTEfRND,AB- o F—ps7_1 35 SH �EGRESS -30.55 - 6,r W ARCH 5'-8' 8'-4' I Am V2" DRYWALL (A MASTER BEDROOM ELEVATION s 4 2x BLOCKING CENTER v 36' OFF TOP OF TREAD HANDRAIL 18 x 2V4' LG. SCREW TO ATTACH RAIL TO ROSETTE COUNTER SUNK FOR 18 x 2V4'LG. (l1 TOP AND BOTTOM 2x STUDS Q )SETTS TO BE ATTACHED TO WALL----'--- RAIL ALLRAIL ATTACHMENT TO WALL BALUSTERS MODEL 05070 D 5' O.C., CUT TO FIT SPINDLE MUST BE INSTALLED WO. HAND RAIL SO A 4' SPHERE CANNOT PASS BETWEEN ADJACENT UNITS GENERAL FLOOR PLAN NOTES: u ALL EXTERIOR WALLS SHALL BE CONSIDERED SHE �rc) L WALLS MINUS ALL WINDOW AND DOOR OPENING. ALL EXTERIOR WALL SHALL BE 4"THICK-CONSISTING V) dw OF 2x4 "2 SYP, STUDS AND/Z'OSB SHEATHING, TYPICAL U.N.O. v PROVIDE AFCIs (ARC -FAULT CIRCUIT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEG SECTION 210-33 O .. j PRE -E TRUSS S o 4 � � N o o 2x4 BLOCKING v, 2x4 NAILER i �W3 r' w wzU ZQ� LQ ZZ jz WU w a Q m Q C� L O N (A MASTER BEDROOM ELEVATION s 4 2x BLOCKING CENTER v 36' OFF TOP OF TREAD HANDRAIL 18 x 2V4' LG. SCREW TO ATTACH RAIL TO ROSETTE COUNTER SUNK FOR 18 x 2V4'LG. (l1 TOP AND BOTTOM 2x STUDS Q )SETTS TO BE ATTACHED TO WALL----'--- RAIL ALLRAIL ATTACHMENT TO WALL BALUSTERS MODEL 05070 D 5' O.C., CUT TO FIT SPINDLE MUST BE INSTALLED WO. HAND RAIL SO A 4' SPHERE CANNOT PASS BETWEEN ADJACENT UNITS 1x8 WD. CAP 2x4 STUD WALL ALIGN w/ STRINGER 1\1� 2x12 STRINGER WD. TREAD -_ V2' QUART'R ROUND SECTION A 3'-N 3'-0' OVERALL STAIR WIDTH 1x8 WD. CAP A STARTING NEWEL POST I II c- W b $ V4 ROUND TRIM, I I) U- TYP. ic, sT 1x8 WD. CAP i II l WD. TRIM I II � O II (2)4/2" xV2' LAG BOLTS 771° Ix WD. TRIM —-'2" STAIR DETAILS SCALE: 3/'- I'-0' fbc2001\stair\str-opnra111.dgn Q " N p LQ 0 QD Q o CQ CDLQ o Q Maroncla "iystef' 7 4005. Maronda Wa ( Sanford, FL 32771 (407)321-0064 Donald C. RobpAts AW 4R6710 9R "1. U -- PEP 0 11 2004 � sHEET: 1 a 0 u �rc) L moo dw �wQ Qw 1x8 WD. CAP 2x4 STUD WALL ALIGN w/ STRINGER 1\1� 2x12 STRINGER WD. TREAD -_ V2' QUART'R ROUND SECTION A 3'-N 3'-0' OVERALL STAIR WIDTH 1x8 WD. CAP A STARTING NEWEL POST I II c- W b $ V4 ROUND TRIM, I I) U- TYP. ic, sT 1x8 WD. CAP i II l WD. TRIM I II � O II (2)4/2" xV2' LAG BOLTS 771° Ix WD. TRIM —-'2" STAIR DETAILS SCALE: 3/'- I'-0' fbc2001\stair\str-opnra111.dgn Q " N p LQ 0 QD Q o CQ CDLQ o Q Maroncla "iystef' 7 4005. Maronda Wa ( Sanford, FL 32771 (407)321-0064 Donald C. RobpAts AW 4R6710 9R "1. U -- PEP 0 11 2004 � sHEET: 1 i REVERSE yWALL �NO. 3 LUu �� II II II I� L) II �I I� I� �L� 1I II I� 11 1I I� �I�IFLUSH r�u�n FLUSH FLUSH 0 6 WINCHERTER WINCHESTER WINCHESTER REVERSE WALL N0. 4 REVERSE WALL NO. 5 REVERSE WALL NO. 6 FELT TYVEK FELT 5'-6%4' — I4'-7" 4'-0' 2x10 'HDR 2x12 HDR h o a a U 0 0 LQ O Q M o w 3V2" V , .41-4780 _ OSB OSB +31/2' FLUSH FLUSH 1 3�. WINCHESTER WINCHESTER REVERSE WALL N0.8 REVERSE WALL NO. 7 t TYVEK TYVEK 3/2" 15'-7' 3/Z' Y-.._,;._•_...._2•x6-k►D R--......� __.. f USP H(II)PX HURRIC 4 VE CLIP ON EACH STUD 3' (6)10d NAILS 0 3" O.C. TOP PLATE SHALL BE SPLICED AT LEAST.48'FROM BOTTOM SPLICE 1 (6) 10d NAI Q 3' O.C. 10d NAIL & 16' O.C. AWAY FROM SPIE —� (6)lNAILS V 4'-0' 11 DBL. TOP PLATE SPLICE CONN. fbc2OO1\slruat\plsp1Iceconn.dgn SCALE: %2'- I'-0' irlwin-125r.wpl Oct. 21, 2003 14:30:35 OSP cucnru:n:r NAIL W/ IOd NAILS AT 4' D.C. 2X4 STUD POINT WHERE TWO PANELS MEET OSB SHEATHING B TOP CORNER DETAIL. SCALE: NTS WINCHESTER REVERSE WALL NO. 9 TYVEK o a a U 0 0 LQ O Q M o w i z � �w� o ►-- V) oU�.� o U4 N (� W 1C Q 12'so� CD o 0 3V2" V , .41-4780 _ OSB OSB +31/2' FLUSH FLUSH 1 3�. WINCHESTER WINCHESTER REVERSE WALL N0.8 REVERSE WALL NO. 7 t TYVEK TYVEK 3/2" 15'-7' 3/Z' Y-.._,;._•_...._2•x6-k►D R--......� __.. f USP H(II)PX HURRIC 4 VE CLIP ON EACH STUD 3' (6)10d NAILS 0 3" O.C. TOP PLATE SHALL BE SPLICED AT LEAST.48'FROM BOTTOM SPLICE 1 (6) 10d NAI Q 3' O.C. 10d NAIL & 16' O.C. AWAY FROM SPIE —� (6)lNAILS V 4'-0' 11 DBL. TOP PLATE SPLICE CONN. fbc2OO1\slruat\plsp1Iceconn.dgn SCALE: %2'- I'-0' irlwin-125r.wpl Oct. 21, 2003 14:30:35 OSP cucnru:n:r NAIL W/ IOd NAILS AT 4' D.C. 2X4 STUD POINT WHERE TWO PANELS MEET OSB SHEATHING B TOP CORNER DETAIL. SCALE: NTS WINCHESTER REVERSE WALL NO. 9 TYVEK VOTES: '6d NAILS FASTENED Q 12' D.C. BOTH SIDES MERE CAN EXIST UP FO A %2' WIDE GAP 5ETWEEN STUDS, WHICH ,AN BE SHIMMED IN THE MELD. WALL JOINT DETAIL SCALE: %4'- I'-0" 0 18'-3V2 1604 '-5'!a' 14'-6%" Ln j N W Ln �lJ o Z CQ g Q-- o Wuj ysterns oanxord,'FL 327, -1 GI) 006: ' 11 ib0al C. hhris AM k,746 Fjjj j t) d,Uv SHEET: w F o a a U 0 0 LQ O Q M o z � �w� V) oU�.� o U4 (� W 1C Q 12'so� CD o C) CV M 3 o WU..N o � w �zw Lu V4 oW VOTES: '6d NAILS FASTENED Q 12' D.C. BOTH SIDES MERE CAN EXIST UP FO A %2' WIDE GAP 5ETWEEN STUDS, WHICH ,AN BE SHIMMED IN THE MELD. WALL JOINT DETAIL SCALE: %4'- I'-0" 0 18'-3V2 1604 '-5'!a' 14'-6%" Ln j N W Ln �lJ o Z CQ g Q-- o Wuj ysterns oanxord,'FL 327, -1 GI) 006: ' 11 ib0al C. hhris AM k,746 Fjjj j t) d,Uv SHEET: w F S-3 BOT. - 40' 29 0 d- 0 N S -i C2 Cl FIRST FLOOR SECOND FLOOR 40-0 3-3 TOP -40' CONVENTIONAL FRAMED ENTRY 17-8 8-4 end& M Z slml� L lelev al25rlrvin-ainfol25r,trl Oct. 27, 2003 09:09:50 , OB NUMBER: WINA4 DRAWN BY : tly DATE., 3-26-01- USTOMER: PITCH: 6/12 OH: 12" OB NAME: WINCHESTER A 4 BEARING: 3.5" LOAD: 330 psf 0 N STRUCTURAL WALL SCHEDULE d- d- u u 0 0 � H �t N A3 HIP S -i C2 Cl FIRST FLOOR SECOND FLOOR 40-0 3-3 TOP -40' CONVENTIONAL FRAMED ENTRY 17-8 8-4 end& M Z slml� L lelev al25rlrvin-ainfol25r,trl Oct. 27, 2003 09:09:50 , OB NUMBER: WINA4 DRAWN BY : tly DATE., 3-26-01- USTOMER: PITCH: 6/12 OH: 12" OB NAME: WINCHESTER A 4 BEARING: 3.5" LOAD: 330 psf 0 N 2' STRUCTURAL WALL SCHEDULE TRUSS TYPE HIP JACK A HIP PAN Jl Al HIP A2 HIP PAN CORNER JACK A3 HIP J3 A4 HIP PAN CORNER JACK A5 HIP A6 HIP PAN VALLEY TOP HIP SCHEDULE A8 HIP A9 HIP PAN STUD OIERTURN ANCHOR -APPLIED AT WAU TO SLAB OTTOM SHEAhWALL ` 1364 (2)RTI6-2 1900 OF STUD TO PLATE '— WALL f0 218 CORNERS & BOTH SIDES OF OPENINGS /900 SHEATHING v SIZE & SPACING PRODUCT BOLT TO SPECIAL PRODUCT SPACING PRODUCT SPACING TYPE NAIL SIZE Z O MID STRAP 1 1,364 RIGHT STRAP GRADE w � CODE SLAB SIZE NOTES CODE RIGHT CODE 1900_ FASTENERS &.SPACING 333 o FASTENERS HCDP (4) 8d PLATE FASTENERS CL �, TYPE UPLIFT (4) 8d TRUSS — TYPE UPLIFT 6 333 d' 51 BOT. - S4 BOT. 81' CMU -- -- ^- 965 -- 922 -- /900 TOP PLATES (8) 8d ` Q --- n 1900 TOP PLATES (8F 8d ITRDss (a) 8d x 4/2' zzQ-w- Z Q TRUSS (8) 8d x tit 475 (4) 8d :PLATE — Q 0 Cl - C2 8" CMU 6 249 1 1059 RCDP 1069 (2)RT16 ° 1900 TOP PLATES (8) 8d d S1 TOP - S4 TOP 2 x 4 st2.5YP 16" o. c. _- - SEE DETAILS SHEET TRUSS (8) $d x t HCOPL TOP OF i�16" O.S.B. 84 N41LS. '411:0.P. EDGE. vj TOP PLATES (8) 8d 6 ` 75 6 /900 TOP PLATES (8) 8d Q ` L 979 EA. STUD" EXT. SIDE 6,;q.b: FTELO O Q S5 TOP - 57 TOP 2 x 6 #2 SYP 16 0.0• -- - SEE DETAILS SHEET LPTA 1 EACH HCDPL TOP OF EA. Tis' O.S•B. 8d NAILS 4N' o.o• EDGE. 0C N O 1NG --"" 112 �Q 4' O.C. (2)RT16 1900 TOP PLATES (8) 8d cc S)q g 1 105/ STUD 0TH. SIDES 6 o, c. FIELD TRUSS t$r ed x 1 ,2 11 2x4 02 o.c. _. __ JSRU-R-STUD z x5 4 4' o.c. 984 940 (2)RT16 1900 TOP L(8)S8d8x SPF .16" (2)RTl6 /900 TOP PLATES 181 a�_z4 � Q v O 11 TRUSS" 181 8d x 1 "¢ TRUSS 112 PLATES R p PLATES 2' TRUSS ID TRUSS TYPE HIP JACK A HIP PAN Jl Al HIP A2 HIP PAN CORNER JACK A3 HIP J3 A4 HIP PAN CORNER JACK A5 HIP A6 HIP PAN VALLEY A7 HIP SCHEDULE A8 HIP A9 HIP PAN B HIP 8I 2 -PLY PAN HIP IRDER H HIP JACK HI HIP JACK J END JACK Jl END JACK J1A END JACK J2 CORNER JACK J28 CORNER JACK J3 CORNER JACK J3B CORNER JACK J4 CORNER JACK J48 CORNER JACK VALLEY 2X4 CONV.FR 1 1005 1042 (2)RT16 1900 TOP PLATES (8) 8d TRUSS (8) 8d x 1 l2 — ____ 0RTl6 1900 d TRUSS (8) 8d X.117 r cd 675 (10) 10d x 1'2 TRUSS ctt 3 581 — TRUSS HARDWARE SCHEDULE (10) lod x t PLATE -�- �MQ I /364 ` 1364 (2)RTI6-2 1900 muss (e) ad x 11," '— 271 218 (2)RT/6-2 /900 rftuss (a) ad x t��" ni (4) 8d TRUSS TOP PLATE (8) 8d DUAN. UPLIFT UPLIFT UPLIFT. LEFT STRAP Z 475 MID STRAP 1 1,364 RIGHT STRAP 1364 w � 1900 TRUSS (a) $d x 11/" LFT MID RIGHT (2)RT16-2 1900_ FASTENERS 1 333 345 FASTENERS HCDP (4) 8d PLATE FASTENERS CL �, TYPE UPLIFT (4) 8d TRUSS — TYPE UPLIFT 6 333 TYPE UPU HCDP ` ' uj a 2 965 "- 922 (2)RT16 /900 TOP PLATES (8) 8d ` (4) 8d TRUSS --- 0RTl6 1900 TOP PLATES (8F 8d ITRDss (a) 8d x 4/2' zzQ-w- Z Q TRUSS (8) 8d x tit 475 (4) 8d :PLATE — (4) 8d TRUSS 6 249 1 1059 RCDP 1069 (2)RT16 ° 1900 TOP PLATES (8) 8d !2JRT16 1900_ ITOP PLATES (8) 8d �d TRUSS (a) 8d x t TRUSS (8) $d x t 247 217 — HCDP (2)RT16 1900 TOP PLATES (8) 8d 6 ` 75 6 /900 TOP PLATES (8) 8d Q ` L 979 (4) 8d PLATE 936 TRUSS ($) - x t t41 8d TRUSS(4 (2)RTI TRUSS a) ad x I h � L 65 6 HCDP — ) 8d PLATE (2)RT16 1900 TOP PLATES (8) 8d 1NG --"" 112 �Q 4' O.C. (2)RT16 1900 TOP PLATES (8) 8d cc S)q g 1 105/ 1094 TRUSS t$r ed x 1 ,2 TRUSS (8) 8d x 1112'��; 1 984 940 (2)RT16 1900 TOP L(8)S8d8x (2)RTl6 /900 TOP PLATES 181 a�_z4 � Q v O 11 TRUSS" 181 8d x 1 "¢ TRUSS 112 PLATES PLATES 1 978 - -� 1039 (2)RT16 1900 TOP (8) 8d (2JRTl6 1900 TOP (8) 8d TRUSS (8) 8d x ) 1 Q a W Q TRUSSt a )6d x 1 12 1 /000 — 1039 (2)RT16 1900 TOP PLATES (8) 8d ` (2)RI l6 /900 TOP PLATES (a) 8d v, z TRUSS.(8) ed x ('2 TRUSS l $1 8d x 1 TOP PLATES (8) 8d TOP PLATES (8) 8d d- 1005 �" 1041 (2)RTl6 1900 TRUSS (8) 8d x 1 r ` — —' (2)RT16 /900 TRUSS (8) 8d x 1'2 1 1003 1— 1040 (2)RT16 1900 TOP PLATES (8) 8d ` — —" (2)RT16 1900 TOP PLATES (8) 8d 9 LL ch TRUSS (8) 8d x 11/2 TRUSS (8) 8d x i le24 TOP PLATES (8) 8d TOP PLATES (9) 8d - o 1 999 — 1043 (2JRT16 .1900 TRUSS l8 ad x t --- (2)RT16 1900 TRUSS tai ad x t �2 TOP PLATES 18) 8 1 1005 1042 (2)RT16 1900 TOP PLATES (8) 8d TRUSS (8) 8d x 1 l2 — ____ 0RTl6 1900 d TRUSS (8) 8d X.117 r cd 675 (10) 10d x 1'2 TRUSS 1 581 — TOP PLATE (8) 8d HHCP2 (10) lod x t PLATE -�- TOP PLATE (8) 8d I /364 ` 1364 (2)RTI6-2 1900 muss (e) ad x 11," '— 271 218 (2)RT/6-2 /900 rftuss (a) ad x t��" ni (4) 8d TRUSS TOP PLATE (8) 8d 7 339 TOP PLATE (8) 8d Z 475 141 8d PLATE 1 1,364 1364 (2)RT16-2 1900 TRUSS (a) $d x 11/" T 475 _ (2)RT16-2 1900_ .TRUSS ($) ad x il,2" 1 333 345 43 HCDP (4) 8d PLATE 110) 10d x t f TRUSS HIPMlOd-HEADER(16)16d o W (4) 8d TRUSS 3 580 340 HHCP2 675 110) 10d x t'2 PLATE ` 675 (10) 10d x 1'2 TRUSS 1 581 — 341 HHCP2 (10) lod x t PLATE -�- (4) 8d TRUSS 25 353 271 218 HCDP 475 (4) 8d PLATE (4) 8d TRUSS 7 339 494 HCDP 475 141 8d PLATE — 475 (4) 8d TRUSS 1 333 345 43 HCDP (4) 8d PLATE 475 (4) 8d TRUSS — 6 333 345 43 HCDP (4) 8d PLATE (4) 8d TRUSS 2 71312 HCOP 475 (4) 8d :PLATE — (4) 8d TRUSS 6 249 215 26 RCDP 475 ( 4) 84 PLATE (4) 8d TRUSS 2 247 217 26 HCDP 47.5 (4) 8d PLATE ` 6 156 75 6 RCDP g75 (4) 8d TRUSS ` (4) 8d PLATE t41 8d TRUSS(4 2 163 65 6 HCDP 475 ) 8d PLATE -- 1NG 112 �Q 4' O.C. 775 (12) t od — — ALL HARDWARE MANUFACTURED BY USP XXXX ALL HARDWARE MANUFACTURED BY SIMPSON XXXX I 2 ALL HARDWARE MANUFACTURED BY CLEVELAND XXXX — THJ26 /0/0 JACK (5) 10d xl'/2 — THJ26 1010 HIPJACK05) 10dd`HEAOERX;11 6216d 16d NAILS 4 2 IOd NAILS 42 Q Ln N — 10d NAILS 3 2 4- 10d IOd NAILS 4 2 10d NAILS3 . 2 (� _ IOd NAILS 3 2 © IOd NAILS 3 2 10d NAILS 2 2 C) 10d NAILS 2 2 Q 10d NAILS1 2 2 ,*TOP NAILS Q LQ TTOM NAILS U ujg � o Q u �CZt iyc�fie'M5 O 5 MafoI �iforta, F'+e. a Oo64. pon;alc! M SHEET: TRI -A lefev al26rlwin-al25r.rsl Oct. 21, 2003 14:30:46 VENTILATION OF ATTIC SPACE, WINCHESTER xaxaxa=axxaaxax.axxxa—...xa,xaaxaaaxiaaxx.............aa:a,xxax.... REQUIREMENTS: I/300 OF NET CEILING AREA WITH 50% VENTILATION AT THE RIDGE AND 507 VENTILATION AT THE SAVE Ua. NEED 1/600 OF CEILING AREA AT RIDGE .SAME AT SOFFIT! MAIN ROOF 1776 sf. / 600 • 2.93 s.f.VENTILATION REQUIRED VENTILATION: RIDGE VENT a ID sf, PER ,6'OF LENGTH OFF -RIDGE VENT .1.5 sf. CONT. SOFFIT VENT .4JI64 $J.PER LF. OF VENT RIDGE: (2)OFF-RIDGE VENTS @ 1.5 sf, • 3.0 sf. SOFFIT: - 160 L.F. SOFFIT VENT 4JI64 sJ. - 658.94 'sJ. 658.94 sJ. / 144 s.I.PER sf., 4.57 sf, u 10 Ow L - „_- P"mF wnp rn A STRAP MSTA 12 FROM - -- MISC. HARDWARE CONNECTORS: FASTENERS MAX UPLIFT vJv 620 8T0 1/20 15 CORNER BAR _ GROUTED CELL --- w/ fl) 15 REBAR ALL LAPS, 25" MIN. (I I TYPICAL BOND BEAM CORNER 2'-7' - � 0 _ R MAX. UPLIFT SED USED RT16T 920 LBS. 77-16— 0 S LFTA6 990 L$S RT24T-- - 1125 LBS 1 8 +CONC. BOND BEAM BLOCK w/ (1)'5 REBAR CONT. (GRADE 901 STANDARD HOOK ---- I NIA. g = ¢ 0 N_ 94 ¢. z a 2 (D R CEN.OF HDR. PRODUCT MANUFACTURER CODE # FA3 USP TOP (4) tod x 1 1155 SIDE (2) Iod x 11,2' RTI6 USP TOP PLATES (9) tod 1105 TRUSS 192 tOd x 1 t/2 RT16-2 USP TOP PLATE (1) tod 1495 _ TRUSS — (10) 10d HC520 CLIP USP (t )T60 PLATE 515 (6) B0 STUD' HCOP CLIPS LIR USP i Bd TRUSS .. 475 (44) ) 8d PLATE " HHCP2 CRNR CLIP USP (1 ) 1od /2y T u 675 (10) tod X 1/PLATE HTA 20 ANCHOR USP (14) 10d x 111.x 1500 HTW24 USP (20) 10d 1530 K5T227 STRAP ANC. USP ( 341 16d 3200 LPTA USP FACE OF GABLE '#/ 2x4 I10) 1 O x 11/2' 1225 cm ar O _ �' Z ENO OF CABLE W/ 2x6 ( t ) 10d x i'%' LTW12 USP FACE OF GABLE ''9/ 2x4 (22) 10d x t!i2 1305 END OF GABLE 'W/ 24 (18) 10d STA36 USP (te) toa x t'12' 735 LTS20 STRAP ANC USP CONCRETE (1 )'12' x 7 BOLT, LAIN 4"j' EM8. 1255 STUD (10) 10d X V ' SCALE: 2'-1 •) '- 0" MPAI & MPAIF USP (12) 8d + 11.2" 680 .......... .._- / , " "'- " _ OUTER STUD,TYP, /I I vi rLAt c I v nbUcH ISEE SCH£WLE 6ELOW1 Mrbr USt' MSTA12 USP MSTA18 USP USP (6) as (10) lod (M t0d (19) toa vJv 620 8T0 1/20 MSTA 12 2'-7' - NOT R MAX. UPLIFT SED USED RT16T 920 LBS. 77-16— 0 S LFTA6 990 L$S RT24T-- - 1125 LBS 1 8 +CONC. BOND BEAM BLOCK w/ (1)'5 REBAR CONT. (GRADE 901 STANDARD HOOK ---- I NIA. g = ¢ 0 N_ 94 ¢. z a 2 (D R CEN.OF HDR. l5" lilt\MSTA24 .3 2x HEADER �---,MSTA 18 A i1 MSTA30 USP (221 10d 1375 0 NAILS v TOP PLATE2x HEADER,SEE FLOOR PLAN SECTION A -A MTW18 USP 114) fOd 860 O w (TYPJ FOR PROPER SIZE FRAMING, MSTC 40 USP 5luo (50) 10d 3790 `' � NAIL HEADER TOGETHER BLOCK (12) TAPCON STAGGERED z m FILLED CELL (3000 psl CONC.) w/ IOd NAILS STAGG.o MT527B STRAP ANC USP (24) 16d / t4N12 ANCHOR BOLT 4635 aj w/ (1) s5 REBAR, VERT. o le O.C, MAX. SPACING 9 V) T V NAIL STUDS TOGETHER V n w/ 10d NAILS STAGG.d to x o a wV) 4, 12' O.C. MAX. SPACING o c VARIES, SEE CHART BELOW a 0 0 CONN.OUTER STUD o a • o • v TO RIM JOIST W/ � i MSTA24 " • • d �, ° ® ° i CQLij -- 15 REBAR w/ 25'W ' AND 6' MIN, EMBED. dV) � o 0 1�• p 1 , _ RT I6 I o k. o � Q T/ Ist FLOOR SLAB CN.U.BL Ko RT 6T RT 24T EPDXY (A & B) MIX QyIOU ANCHOR FASTENING SCHED MISSED DOWN ROD REPAIR T YP. HEADER DETAIL FLOOR FRAMING MI SSED ROOF TIE E DOWN REf' SCALE: i2' . /'-0# fbc2OOAs1/ucllwdkader,Ogn SCALE: Y2'- Y -U FOR MISSED FLOOR ANCHORS, CONSULT ENGINEER STAFF SCALE: N.T.S. V) CERAMIC TILE TO CARPET TOP PLATE METAL TRACK (TYP) TOP PLATE METAL TRACK (TYP) 4 EXCEPT IF WALL IS A BEARING EXCEPT IF WALL IS A BEARING WALL, SEE FLOOR PLAN WALL, SEE FLOOR PLAN \ LEG 2x BOTTOM TO HARD BRD.SCREWED tw. O S CHART B LOW BE @ HEADER HGT. s TO 2x's ¢ 6 O � vi U4 2648 FLAT I c� 2x BOTTOM TO A/C DOOR w CER. TILE CARPET ' CER, TILE CARPET W (OPENING 5 GAUGE MTL. STUD BE r� HEADER HGT. z II 45 DEG. ANGLE u � ' MASONITE SCREWED 3112" HARD BRD. STRIP 4 05 Maronda Way O SIDE & TOP 2x's TO FOAM ELLIPSE ARCH anford, FL. <3277 �. rT I EE FLOOR PLAN FOR SIZE OPENING SEE FLOOR PLAN FOR SIZE `(. `DZ)21 --0084- STANDARD OOat s ANDARD I N OUTSIDE CORNER INSIDE CORNER DOOR I \U\ W cc VINYL TO CARPET--- 3 /Z I — I 8"COXFILLER SCREWED TO -- 1. L _ J T/ A/C I , -- 2x ON BOTH SIDES OF OPN'G. MAX. OPN'G SIZE JACKS v EAEND HEADER SIZE STUDS 0 EAEND 8 UIJAX.HGT, STUDS v EA END IO'•0'MAX.HGT. MSTA 12 2'-7' - 2'-6' ARCH OPENING 2x HEADER, SEE FLOOR PLAN FOR PROPER SIZE FRAMING 1 2 NIA. 3' 3' (11 2 2 (D R CEN.OF HDR. l5" 2 .3 (D 9 2'-0' OFF EA END OF HDR. �h IJ PLATF RM RETURN A/CI GRILLE, I SEE MECHANyCAL SHEET FOR SIZE AID LOCATION VINYL •CARPET • ' VINYL •CARPET ELEVATION SECTION , ..Asldlstd_details.sd1 OcL 21, 2003 14:30:50 OPENING OPENING LEGS 2'-1' 2'-O' ARCH OPENING 7112' 2'-7' - 2'-6' ARCH OPENING 86" 2'-9' - 2'-8' ARCH OPENING 9716, 3'-l' - 3'-O' ARCH OPENING 10%8" 4'-1' - 4'-0' ARCH OPENING l5" OPENING LEGS 2'-0' - 3'-1' 4" 3'-2 '- 4'-0' 5112" 4'-1'- 5'-0' 6112" 5'-1' - 7'-0' 8' 7'-1'- 9'-0' 9112' 9'-1'-12'-0' 12' Donald C. Rorarts Aht i AV)L FED 0 4 2004 cq SHEET: OUTSIDE CORNER INSIDE CORNER A/C CLOSET DOOR FLOOR EDGE CORNER DETAIL INTERIOR CURVED ARCH INTERIOR ELLIPSE ARCH SCALE: Vz' ' l'-0" SCALE: 11z" - I'-0' SCALE: V2' • l'-0' SCALE: V2' • 1'-0' SDI 2x4 BLOCKING 2x8 SPF STUD, CUT TO FIT- FA3 CONNECTOR %' OSB SHEATHING y M w/ DMF ON LATH FRONT AND BACK 2x8 'SPF STUD, CUT TO FIT ALIGN w/ BLOCK. BELOW DETAIL A Ibc2OOAstrucfxborro1vau1t.dqn \std sheet\s12.5\wlna-125,sd2 Oct. 29.2003 09:29:38 HC f 6' OSB SHEATHING w/ DMF ON LATH 2x BLOCKING IN WALL PANEL BEHIND AS REO'D 3 m CONVENTIONAL FRAMED ROOF: ° a 2x8 RIDGE BEAM ATTACHED w/ (3)16d NAILS Q ROOF BLOCKING AND Q KING HIP (2) 2x4 STUDS, CUT TO FIT 2x6 KING HIP ATTACH w/ (U HHCP2 0 WALL CORNER 716'058 SHEATHING AND w/ (3) I6d NAILS 0 w/ DMF ON LATH RIDGE BEAM 02x4 STUDS CUT TO FIT 2x4 HIP JACKS ATTACH w/ (I) RT3. 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W w W MULLIONS AS REQ D N I I $ VERfl OR HORIZ. AS REO D $ 4 ''i ( B I `MU bYPN5 � %s' OSB (I PIECE) w/ 6d N S @ 4'0.r,, FR ING MEMBERS 1x4 IT.WINDOW BUC W 1x4 gf.WINDOW — BUC K W 1x4 TIF.WINDOW BUCK I sD-W Q TO ALL E WINDOW SCHEDULE (EXT. FACE LY) SEE WIND SCHEDULE SEE NNND614 SCHEDULE SEE Ul1NOOtY SCHEDULE Q 114 - T PRECAST SILL 71 PRECAST SILL PRECAST SILL W WINDOW—COMBINATION—BLK 0 — CTAGON- W I ND W 0 WINDOW -112 ROUND TOP— WINDOW—EYEBROW— NOT USED SCALE: jY ° - I NOT USED SCALE: �' •'' SCALE: 3/ " - I' NOT USED SCALE: % " • 1'-0" �O/� M{�� ary c 9 f� iyx�t�V n�U- c`.iy J�C�iui/J 4005 Maronda Way Sanford, FL. 32771, - - X407) 3.2 X064 " r 8 CON,. BLOCK - - - 7 , 8" CONC. LINTEL BLOCK w/ (1) "5 REBAR, CONT. 8" CONC. BLOCK �. lx P.T. FURRING %p' DRYWA (DOTTEDI ! �I Ix P.T, FURRING --`-" I ,? NIGH STRENGTH RECESSED I 8" CONC. LINTEL BLOCK w/ SEE FLOOR II VERT. R� FORCEMENT, II SEE r UNDAT/ON PLAN Ix P.T. 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TRUSS 11140 DRYWALL (2) 12d N ' 0 EACH END SCREWS v 7'0.C.EDGES FIELD WITHIN DIAPHRAGM %2° 1 SEE INFO SH. FOR LOCATION ICING G BOARD __N APHRAGM MAX, GYPSUM CEILING DIAPHRAGM MTL. DRIP EDGE TF, 5 ST O ALUM. FASCIA ON BL CONNECTION TO END WALL CONNECTION 2x4 SUB -FASCIA IN= -01 SCALE; -Y4 1'-0' " SEE ELEV. FOR DETAIL "All DETAIL B" EXT.FINISH GABLE TRUSS&' 056 SHEATHING EDGES WALL SPLICE CONN. EDGES, 6' O.C. FIELD BLOCKED W18d v 3'0.C. WALL FRAME TYPE WIDTHS MEMBERS TYPE WOOD FRAME 2x4 (2) 2x4 10d NAILS v 2x6 (2) 2X4 6' ON CEN. METAL FRAME 2x4 (2) EX4 314'SHEET 2'-0' — METAL SCREWS 2x6 (2) 2x4 la 61 ON CEN. CEILING BOARD 1114' DRYWALL SCREWS La 7'0.C. (BOTH SIDES) EDGES & FIELD WITHIN DIAPHRAGM SEE INFO SH.FOR LOCATj SPLICE NAILER TO TOP OF WALL SEE TABLE FOR SPECS TOP PLATE 'PRIOR PARTITION GYPSUM CEILING DIAPHRAGM SPLICE OVER PART ITION CONNECTION NTS VALLEY FLASHING AS REOD BRACING PER TRUSS ENGIN 'r'ALLEY TRUSSES (TYPJ ENGINEERED `LPTA v 48'0.C. 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FASCIA ON 2X4 SUB -FASCIA 2x4 SU43-FASCIA 1%'T -NAIL THRU FASCIA SOFFIT INTO SUB -FASCIA WALL ASSEMBLY, SEE FLOOR PLAN 2x2 SYP CONT. WOOD BATTEN STRIPS wl (2) 10d NAILS, TOE -NAILED -,CORROSION RESISTANT NAIL VENTED SOFFIT AND J- 10, /Ol SEE LEV. CHANNEL wl IV4'T-NAIL -SEE ELEV or I' STAPLE A- TYF. SOFFIT a) 24" O.H. or LARGER CONV. FRAMED HIP ROOF z's. - 5CALEr 12'- /'-0' SCALE: /,,'- /'-Q' ROOF LINE GABLE TRWl T� BRACING PER�I TRUSS ENGINEERIN (UP TO 44' SPAN) NOT- U 7116'05B SHEATHING x COMMON TRUSS 24'Ok USE 8d NAILS 3'O.C.EOG & 6'O.C.FIELD ALL EDGES BLOCKED r GABLE TRUSS W '058 SHEATHING, EG S BLOCKED. L --SEE DETAIL3�-�T CEILING AT 8'-Ol W1 8d �Q C. EDGES, 6' Q.C. I xr FIELD Z SEE DETAIL 'A' cp GABLE END WALL BRACINGICONNECTION DET SCALE 114'- /'-0` NOTE. GA84E BRACED BY ROOF AND/OR CIELING DIAPHRAGM AND CONNECTION.NO X -BRACING NEEDED PRE ENG'D TR ,MAIL 2x 2X4 BLO N6 TO 2x4 BLOB rSTAGED W1(2) 12d NAILS x EACH FRAMING II— LPTA TRUSS ANCHOR SPACE ,29 X 4 8, CKIN AT 4'0.C. W a 4'-0' - (/0) 1OdX iY2 C.v NAIL UST12 NAILS TO TRUSS Ist 4 FRAMINGEA 2X4X8' SPACE L E BTM.CORD WRAP& NAIL FA LE ON FRONT OF GABLE SHEATHING17C-� 8' LINTEL BLOCK &4x8' FLAT BLOCKING ,ei:4'-O` O.C. W/(l) $5 REBAR NAILED TO TOP 0 RUSS BOT. (GRADE40) CHORD wl 2) 1 NAILS EA. TRUSS 11140 DRYWALL (2) 12d N ' 0 EACH END SCREWS v 7'0.C.EDGES FIELD WITHIN DIAPHRAGM %2° 1 SEE INFO SH. FOR LOCATION ICING G BOARD __N APHRAGM MAX, GYPSUM CEILING DIAPHRAGM MTL. DRIP EDGE TF, 5 ST O ALUM. FASCIA ON BL CONNECTION TO END WALL CONNECTION 2x4 SUB -FASCIA IN= -01 SCALE; -Y4 1'-0' " SEE ELEV. FOR DETAIL "All DETAIL B" EXT.FINISH GABLE TRUSS&' 056 SHEATHING EDGES WALL SPLICE CONN. EDGES, 6' O.C. FIELD BLOCKED W18d v 3'0.C. WALL FRAME TYPE WIDTHS MEMBERS TYPE WOOD FRAME 2x4 (2) 2x4 10d NAILS v 2x6 (2) 2X4 6' ON CEN. METAL FRAME 2x4 (2) EX4 314'SHEET 2'-0' — METAL SCREWS 2x6 (2) 2x4 la 61 ON CEN. CEILING BOARD 1114' DRYWALL SCREWS La 7'0.C. (BOTH SIDES) EDGES & FIELD WITHIN DIAPHRAGM SEE INFO SH.FOR LOCATj SPLICE NAILER TO TOP OF WALL SEE TABLE FOR SPECS TOP PLATE 'PRIOR PARTITION GYPSUM CEILING DIAPHRAGM SPLICE OVER PART ITION CONNECTION NTS VALLEY FLASHING AS REOD BRACING PER TRUSS ENGIN 'r'ALLEY TRUSSES (TYPJ ENGINEERED `LPTA v 48'0.C. TO GABLE TRUSS (MIN, 2 REOJ NOTE: GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAM. STONGBACKS. AND CONNECTIONS NO. X -BRACING NEEDED, BRACING & .UN. DETAIL . M LADDER BLOCKING, AT 24'0.C.( O.H. VENTED ALUM. SOFFIT BRACING PER TRUSS ENGINEERING LTWIJ 62 4' O.C. NOTE: GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM, STRONGBACK AND CONNECTIONS. NO X -BRACING NEED. REVERSE GABLE BRACING HINGICONN, NTS ELEVATION - E Z$ 9 wiaronaa z)ysxems 4005 Maronda Way, -Sanford, FL 327711 "M7) 321- - 0 0,c64 � - 64wZ1 Ewald 0. Roberts' 40 FEB 011 20011 SHEET: SD -R I I I I I I /6 USB SHEATHING ONI EIT. I I WALL w/ ALL EDGES Bd OC ED ( T MSTA24 0 2nd STUD I I I• I I FROM END & 48' O.C. 12' ON STUD w/ ( I I I I (9) IOd x112' NAILS &( I I 12' QN MTL RIM w/ I I I f (9) ^'10-16 3/" scREws p . 2x4 SP BOTT M PLATE , s, MP6F TIE PLATE l4 EACH • • , ' CORNER & 72" O.C. TYPE I • INSTALLATION w/ (5) 8d NAILS, • • •. As SHOWN, IN 2x4 BorroM PLATE AND (5) "10-16 %' SCREWS, AS ' SHOWN, IN STEEL RIM JOIST. • MP6F TIE PLATE b EACH DECK PANEL INTERSECTION f %s"OSB SHEATHING ON TYPE 2 INSTALLATION. w/ RIM TRACK (12) -10-16 4° SCREWS, AS-" DECK DECK SHOWN, IN STEEL RIM JOIST. PANEL f PANEL. (3)'8 SCREWS 24' O.C. f 0 OSB/DECK PANEL FIELD TYPICAL WALL CONNECTION -STEEL FLOOR SCALE: 1DECK PANEL DEC MSTA24 2nd STUD q' WOOD DECKING ' FROM END & 48' O.C. " W 000 DECKING `0 12' ON , STUD w/ (9)10d xl%2" NAILS & 12" ON MTL. RIM w/ (9) -10-16 4' SCREWS BACK TO BACK" STEEL JOIST AND 212'CSJ STUD 18 ga. T/2nd FLOOR FLOOR DECK PANEL JOINT SHIP STUD LOOSE AND FIELD MP6F TIE PLATE a EACH ATTACH:`w/ (1) 01016 x 4. — 1 ' QSB DRAFTSTOP ATTACH SCREW STAGGERED R 16" Q.C. z CORNER & 72" Q.C, TYPE I —� OF LPTA INSTALLATION 7�0 STEEL JOIST w/ (2)'8 z fi" 6" SCREWS o 24' QC, NOTE: USE A I%'CSJ STUD 18 ga. STEEL RIM TRACK, UPSIDE DUCT OPENING..? DOWN wl 212' LEG UP ITYPJ41 GI STL. STUD EXTERIOR FINISH, SEE ELEVATIONS CK K TIBRG. HGT. — - — I� EXTEND OSB DRAFTSTOP TO PANEL PANEL " r „ I I DROPPED CEILING, BLOCKING ' 3 N /s OSB SHEATHING ON I AS REQ'D. I I4 kV00D DECKING � RIM TRACK � I 24' BACK TO BACK, STEEL, JOIST -�-- AND --CONT: 112" X .112'x' 16 go, 14. I I SUPPORT CLIP FLOOR DECK RIM TRACK Y PANEL JOINT ATTACH wl ``NESTED i / (l)'l0 16 x 3/q° SCREW 12' O.C. JOIST LOCATION OF DROPPED ` G,? I /2 x l /2 ANGLE CLIP LPTA CEILING, SEE FLOOR PLAN DRAFT STOPPING- DECK CONNECTION- ISOMETRIC STEEL FLOOR STEEL FL00'R PARTIAL SECTION -STEEL FLOOR SIDE WALL SCALE: l F Ix2 '2 SYP ATTACHED TO 2x12 w/ (218d NAILS INTERIOR STUD WALL, Sr- E FLOOR PLAN FOR r " p �1q" LOACTION/SIZE/HGT. I _ 4' WOOD DECKING. 0 2x12 02 SYP WEB STIFFENER ATTACH 212' w/ (3)'10-16 x %' SCREWS TYPE A OR C ATTACHMENT f C NOTCH -OUT BOTTOM OF STEEL RIM TRACK 2x12 TO FIT OVER I` -N 4' STEEL JOIST LEG FIELD TRIM AS RER'D c % • wooD PECKING ---� FIRE BLOCKING ASSEMBLY I 2x12 FIRE BLOCKING I o ASSEMBLY ATTACHED THRU FLOOR DECKING f, ~ w/ (3) !Od NAILS AND 01 TOE-NAILEO TO TOP WEB STIFFENER ATTACH I 2x12 FIRE BLOCKING w/ (3)'10-16 x 4' SCREWS PLATE wl (J)10d NAILS,. I °i (. ASSEMBLY 'ATTACHED TYPE A OR C ATTACHMENT STAGGER 2x12's t THRU FLOOR DECKING i k' w/ 13110d NAILS AND . APPLY FIRE CAULK — — — — — — TOE -NAILED TO TOP ALL VOIDS AND GAPS, — — — — — -- _ _ _ _ _ _ _ _ _ PLATE w/ (3) l0d NAILS, ALL SIDES ATTACH STEEL JOIST STAGGER 2x12's TO BEARING WALL wl '\ (3) '10-16 x 114" SCREWS (2) 2x4 12 SPF TOP PLATES DI a INTERMEDIATE D2 82 END CONDITION DLOCKING-STEEL FLOOR TYPICAL INTERIOR DEARING WALL -STEEL FLOOR I 0��_��FIRE scaLE: I %2" • l' -o" 0 scALE: 112" - I' -o" r 7\winchester41std1std_ws-sl.sws Oct. 21, 2003 14:31:14_ OPEN BAFFE_ PRE-ENGINEERED ROO TRUSSES c 24' O.C. MAX. SEE SHEET (TRI R-19 INSULATION _ FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462, ASTM D 3161 MODEL 120YR CLASSIC AR, ATTACH w/ (6)114' ,11-12 ga. w/4' HEAD ROOFING NAIL PER STRIP or (2) PER INDIVIDUAL SHINGLE, ASPHALT SHINGLES MANUFACTURED BY OWENS CORNING ' 26 go.GALV, STEEL 4x4 L FLASHING 015 FELT PAPER, ASTM D 226 TYPE /or ASTM D 4869 TYPE I, OVER SHEATHING TEMPORARILY FASTENED, LAPPED 2' - I s' OSB SHEA'T'HING w/ 8d NAILS 6" O.C. EDGE & FIELD, (3' O,C. m GABLE END TRUSS) w/ CLIPS ON \\ PRE-ENGINEERED TRUSSES v 246.C. ALUM. FASCIA ON 2x4 SUB-FASCIA MTL. DRIP EDGE -� \ 12' CEILING BOARD -- I ROOF TRUSS ANCHORS,SEE SHEET ' TR! - (2) 2x4 12 SPF TOP PLATES w/ HURR. — CLIP 0 EA. STUD (SEE SPLICE DETAIL ON WALL PANEL SHEET 'WPI (2) 2x___ '2 SYP HEADER OVER OPENINGS SEE FLOOR PLAN FOR SIZE/LOCATION 1z" DRYWALL ON 2x4 112 SYP STUDS 62 16" O.C. AND R-11 INSULATION r, WAL, 2x4 SPF BOTTOM PLATE SCREWED TO FLOOR w/ '8 SCREWS v 12' O.C. WOOD BASE 3/' T&G WOOD DECKING GLUED & SCREWED wl 18 SCREWS 0 6" O.C. EDGES AND l0' O.C., FIELD (TYP.) U.N.O., SEE SHEET ' FDO NEST, MIN. 12' LENGTH, JOI INTO RIM TRACK @ A ATTACH w/ (6)'10-1 x %' SCREW (3) TOP t (3) B TOM LIGHT GUAGE STL. OOR JOISTS (T 24" O.C. MAX. SEE ING SHEET 'FDO 12' CEILING BOARD LPTA, ATTACHED TO FACE wl (8)'I0-16 x 4" SCREWS, SET IN 23/4" FROM OUTSIDE BLOCK FACE SEE SHEET "FDO FOR LOCATIONS 8"CONC.UNTEL BLOCK w/ (1)'5 REBAR, CONT. 1z' DRYWALL ON4' P.T. FURRING t2 24' O.C, wl R-4.2 FOIL INSULATION WOOD BASE CONC. SLAB --- --� /%8" T -NAIL THRU FA SOFFIT INTO SUB -FASCIA VENTED SOFFIT AND F - CHANNEL w/ 114' T -NAIL or I' STAPLE &#050 SHEATHING ON EX WALL wl ALL EDGES BLOCK D ATTACH w/ 8d NAILS v 4' .0 EDGES Se 6' O.C. FIELD .SECTION -FRAMED. ROOF' SCALE: I %2' =1t O" MSTA24 8 2nd STUD FROM END & 48' O.C. ,h 12' ON STUD w/ `O (9) IOd xl%2-NAILS & 12' ON MTL. RIM wl (9J #10-16 4 SCREWS T/2nd FLOOR — — — — MPBF TIE PLATE L EACH CORNER & 72' O.C, TYPE I _ INSTALLATION Io STEEL. RIM TRACK,UPSIDE to DOWN w/ 21z'LEG UP ( ITYPJ —s. to z EXTERIOR FINISH, ,\ z .SEE ELEVATIONS — — T/BRG. HGT. d • ° Vis' OSB SHEATHING ON RIM TRACK TV • d • I •d WALL SECTION -STEEL FLO SCALE: 112" = l -0" C — EXTERIOR FINISH, SEE ELEVATIONS — (I) °5 REBAR (GRADE 40) GROUTED SOLID IN A FILL CELL CONT. FROM FOOTING TO BEAM - - 8" CONC. BLOCK T/1st FLOOR _ CONC. FOUNDATION, SEE FOUNDATION SHEET ' 2 FINISH GRADE --� 11 Ll Q i` (, w ao Q o Q w. .3.von-dbl-S.y5te(TlE 4005 Maronda Way Sanford, FL 32771; (407:) 32.1 - 0064 f f , A/z�x.A Dbna.W 0. Robefts. AM �6�1U FEB4 200"i , SHEET: WALL SECTION -FOUNDATION @ -BLOCK w �- SCALE: 112" -1'-O" // 811 FLEX. I I ( N 1 1 q 1 �8" FLEX. f � AIR -HAND a ZI FOR rSr.FLR.HVac srsl ,,,�, ; / 8 FLEX.�� \� 81 FLEX. AIR -HANDLER, ,•;%,�� ' FAMILY ROOM r FOR 'znd. FCR. HVAC SY 12 x 8 c.d. 300 cfm c8" FLEX. NOOK 150 cfm I st. FLR. RIA GRILLE \ 8" FLEX, IN DROP CEILING IN HALL '` i - �, 6 FLEX. - 8" FLEX. 2l2 TON 24" x 78" (� 1 \ ' ; ;`�8" FLEX--�/: AIF -HANDLER RIA FILTER GRILLE + I4-11 - a. (FOR Ist. FLR. HVAC SYSJ o RETURN -AIR. ISOMETRIC : �,, KITCH. ' ! ! (' ' = -" / - / -- N 4„ FLEX. �\ , 12 x 8 c.d. 6" FLEX. i I I �. 1 11 6" FLEX. !/i , PW Da RM, 3Ln e� I I L , �/ ' 8 (d x 4 c.d. o 150 cfm �/ 25 cfm O 4" FLEX. TOILET RM. CD 4 FLEX. �`�� I �� DISTRIBUTION , �. 4' FLEX. S, BOX i/� 825 cfm DRESSING AREA `� ~�� \ ,'� ( By Others 75 cfm 4 FLEX. ,��. ,- i� �Q �� i//""4 FLEX. 8 FLEX. , 4,, FLEX 4" FLEX. 4" FLEX. , 4" FLEX. DISTRIBUTION BOX �� Q ,�/ By Others) �`• BATH.*2 " 1,/�/i - '� -` �' , '��. 8" FLEX. 4 FLEX. � .�'- „ / ; x'12 FLEX 8 x 4 c,d. 25 cfm 8" FLEX. ��;, 8" FLEX. LIVING/DINING ROOM 12" FLEX , ii/ - 12 x 8 c.d. �C BATH. l 300 cfm �U Q 8 x 4 c.d. O DISTRIBUTION �i ' - �; / 25 cfm BEDROOM #2 LQ BOX / I / nL1 12 x 8 c.d. /� (By Others) /i - -i �; I I o V o A Ca 1`0VETRIC ".� CQ 150 cfm o /�-�" `�'�.y �1 1 �\ �/ '-/ - � ; " FLEX. F �� , /i ( FOR FIRST FLOOR 0 HOUSE Q \� 7" FLE1?: MASTER SUITE BEDROOM #3 7" FLEX�� ; �� " '�� -i - C.a Q a 12 x 8 c.d. .� \� ` '/ 1 l2 x 8 c.d. a -- 12 FLEX ' 150 cfm 1 - 300 cfm W k \l „FL X w i QUANTITY DESCRIPTION 12 x 8 c.d.--------' ---------------------�------ 300 Cfm 60 3A FL. DUCT 4"x 12' 3B FL. DUCT 5"x 24 38' 3C 3D nvac 1 Tern REPOR f 6 x 7 "x % 010ETRI � •F� 94' I / A.C.,� 3' H". 3E 3F FL . DUCT FL. DUCT Ir "FLEX. p Wed Oct 17 1 5 : 1 5:21 2001 FL. DUCT 12"x 7" FLEX. c : *dgn*-f I wchesth . hfg BEDROOM #4 QUANTITY DESCRIPTION l0 x 6 c.d. 120 cfm m 1,3 9 3A FL. DUCT 4"90 TON ��i 2 3B FL. DUCT 5" 90 o AIR -HANDLE R 7" 7" FLEX.(�l ,, '' 3 4 3C FL. 3 D F L DUCT DUCT 6//90- 7 �� _ 900 I' y (FOR 2nd.FLR.HVAC SYSJ hvac I nth REPORT 9 3E FL : DUCT 8 9RETURN-AIR �`p:*fbc2001*houses.*winchester eing-T Tue Jun 11 11:26:41 2002 riechanIcol*flwchesth.ht BOX i QUANTITY DESCRIPTION 12 x 8 c.d.--------' ---------------------�------ 300 Cfm 60 3A FL. DUCT 4"x 12' 3B FL. DUCT 5"x FOR SECOND FLOOR OF HOUSE) �O Imechonicalltlwchesth.iso Oct. 21, 2003 14:34:50 t 24 38' 3C 3D FL. DUCT FL. DUCT 6 x 7 "x % 010ETRI � •F� 94' I / A.C.,� 3' H". 3E 3F FL . DUCT FL. DUCT 8 "� 10'x p V q !—l0 1 � 0 l �� ' 18' 3H FL. DUCT 12"x FOR SECOND FLOOR OF HOUSE) �O Imechonicalltlwchesth.iso Oct. 21, 2003 14:34:50 t ELECTRICAL CALC5. GENERAL ELECTRICAL NOTES: MODEL. WINCHESTER CIRCUITRY Is DIAGRAMAT/C ONLY, FIELD 3004 SO/FT LIVING AREA CONDITIONS MAY CHANGE ACTUAL INSTALLATION. PROVIDE AFCls (aro-faultclrcultlnterrupttirs)IN sTABLE 220-30 ALL DWELLING UNIT BEDROOMS PER NEC, 200 A LARGEST LOAD - HEAT 36 AMPS c 240 VOLTS 24500 VA SECTION 210-33 (9 3004 SO/FT v 3 V.A.GENERAL LIGHTING- 9012 TWO SMALL APPLIANCE CIRCUITS e? 1500 VA EACH 3000 THE AIC DISCONNECT WILL BE LOCATED WITHIN LAUNDRY CIRCUIT 1500 3 FEET OF THE CQUPRESSOR, ONE' 'OVEN 11700 ONE WATER HEATER 4500 DISHWASHER 1500 X ZP-40 A LIST 0E_..OPT 10NS--' DRYER 5000 == _. - 'DISPOSAL 500 OPTIONAL COACH LIGHTS, (2) FLOOD OUTSIDE AA/R RANGE '0 [CFA] LIGHTS AT REAR AND GARAGE OUTLET CONDITIONING UNIT PLACE ON SEPERATE CIRCUIT .0 ZP-30 A X OPTIONAL GARAGE SOLID FLUSH ni OLA L GSD SERVICE DOOR LIGHT - pr--,- OUTSIDE AIR PLACE ON SEPERATE CIRCUIT DRYER Co=NDITIONINGUNff P-0 ELECTRICAL SYMBOL -LEGEND.- A L IR HANDLER AIR R HANOLZER Power Disconnect Switch � Door Be// ChIme 6 --I p-6 2P-40 A 2P-30 A Door Be// Buzzer < SPARE NOT WATER CeIlIng Fan (By Others) OD HEATER X 20 A 20 A WASHER 17. ;& KITCHEN APPLIANCE 'I Smoke Detector 20 a11—irg.0 A el ja Light Fixture Bath LOFT (ARC FAULT) MICROWAVE 0 Exterlor WP Lamp 15 a 20 A LIVING ROOM n u ee KITCHEN APPLIANCE 12 9 Single Pole Switch 20 ) A 20 A OPT.DISHWASHER OPT. GARBAGE, DISPOSAL 0 Three Way SwItch 9 2( /5 .20 A A. BEDRM. #3 & 04 (AR I C FAULT) BATHROOM OUTLETS �,Single Receptacle 20 A BATHROOM OUTLETS _JA 2( FLOOR SPARE Duplex Receptacle GENL4T0.I,5t 15 A 15 a (p GF/ Receptacle BATH #1 & #2 MASTER BATH 0 GF1 15 A 15 A _I n FAVRY.CIRCUfr Switched Receptacle REFRIGERATOR JE - 15 A 15 A 220 V. Speclol Receptacle SPARE BEORM.112 (ARC FAULT) 0. 15 A. 15 A Celllnq LI9 FIxture SPARE' MASTER BEDROOM (ARC FAULT) Recessed Ltg. Fixture 15 A 15 A MR HALL/2nd FLOOR ATTIC p, n SMOKE DETECTORS Exhoust Fan SPARE ( -)E.XTERIORIOARAGE OUTLETS 0- ATV Cable TV 'SEE MANUFACTURER FOR BREAKER SIZE Telephone Outlet 150 AMP. MAIN BREAKER LOAD CENTER Flood Ilghts eleolnth REPORT, Wed Aug 21 09:13:51 2002 QUANTITY DESCRIPTION ---------------------------- wil 10 Gauge/2 Cond. Copper 500' 12 Gauge/2 Cond. Copper 1117' 14 Gauge/2 Cond. Copper 264' 14 Gauge/3 Cond. Copper 91, 18 Gauge/2 Cond. Copper 162' elLeCtfem REPORT 6 Gauge/3 Cond. Copper Wed Aug 21 09:13:51 2002 p:-*fbc200l*house5*winchester-*eleotric*flwincell.ele QUANTITY DESCRIPTION -------- -- ------------------------- 12 1451 Single Pole Switch 3 220 V. Special Receptacle 2 CLN B344A - 3 Gong Box 28 CLN 6418A - 4x4 Plastic Box 8 CLN B620H -Octagon Hanger 1 CRS LC230EC --150 Amp Panel 1 Cable TV 1 Ceiling Fan (By Others) Ceiling Ltg Fixture Deluxe Broadway 2' P3298-10 Door Bell Buzzer Door Bell Chime Door Bell Transformer 18 Duplex Receptacle I Exhaust Fan 1 Flour Ltg 4'L (26) 11 G.F.I. Receptacle 2 Power Disconnect Switch 18 RAC 7302 - 1 Gong BoX 3 RAC 7824 - Octagon Nail -On 5 RAC 7835 - 2 Gong Box 1 Smoke Detector 2 Switorted Receptacle 1 Telephone Outlet 9 Three Way Switch 2 Wall Mounted Ltg. Fixture 3 Weatherproof Receptacle .7eleTlc\fiwlncel1-r.ele Oct. 21, 2003 15:57:11 444 —[tel`tel`CFA] la" HR. CKT. */& 3 8 CFA] Ds PANEL BOX 0F1 [CFA]i ; FLUOf ESCENT FIXTURE 4 HR: CKT. CENTERED OVER ISLAND Y ;24 H.R.CK"23T. KITCHEN ------------- 4 kit) I TOTAL OTHER LOADS • 36712 VA IST IOKVA Q 100X /0000 V.A. 2ND o 40;1 10665 LARGEST LOAD 24500 45185 / 240 VOLTS • 188 AMPS FAMILY ROOM HR.CKT. I H.R.CKT.: 0 38 H.R. CKT. 014 & 16 H.R. CKT. *6 & 8 H.R. CKT. #32 $ _E --------_-------- GARAGE G.F.I. J.B. I/ H.R. CKT. 026 H.R. CKT. #27 G.FJ, — J.B. 12 H.R. CKT. #40 I . ---------------------- OUTLET FOR DOOR OPENER [CFA] 1.0 a f L IT 5ATH'I PANTRY DININd. ROOM ------------------ r ------------ UP TO UJHT X 2nd FLOOR LIVING ROOM H.R.CKT. *21 DOOR CHIME ido HR, CKT, 12 & 4 H.R.CKT. #20 _MICROWAVE OUTLET ABOVE RANGE, H.R.CKT, eH H.R.CKT. n - q zzi t3 Q)Cj- (D w H.R. CKT. #5 8( 7 SHEET: ELI MASTR BEDROOM GENERAL ELECTRICAL NOTES: CIRCUITRY IS DIAGRAMATIC ONLY, FIELD CONDITIONS MAY CHANGE ACTUAL INSTALLATION. PROVIDE AFCts (arc -fault circuit Interrupters) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-33 THE A/C DISCONNECT WILL BE LOCATED WITHIN 3 FEET OF THE COMPRESSOR. LIST OF OPTIONS-'- OPTIONAL PTIONS:OPTIONAL COACH LIGHTS, (2) FLOOD CFA LIGHTS AT REAR AND GARAGE OUTLET - PLACE ON SEPERATE CIRCUIT OPTIONAL GARAGE SOLID FLUSH GSD SERVICE DOOR LIGHT - PLACE ON SEPERATE CIRCUIT ELECTRICAL SYMBOL LEGEND: ro Power Disconnect Switch o Door Bell Chime A Door Bell Buzzer Ceiling Fan (By Others) QSmoke Detector V W Light Fixture Bath Exterior WP Lamp $ Single Pole Switch Three Way Switch ( Single Receptacle Q Duplex Receptacle Q GFI Receptacle aFl Qsw. Swltcted Receptacle (H 220 V. Special Receptacle - Ceiling Ltg Fixture R Recessed Ltg.Fixture t7) Exhaust Fan ATV Cable TV 0<0 Telephone Outlet d=� Flood lights ..Alectricl8wincel2-r.ele Oct. 21, 2003 15:57:26 MASTER h BATH CFO ATH • , ..9A� TH EB DRO M BEDROOM .3 ELECTRICAL ISOMETRIC eleoitem REPORT Wed Aug 21 08:54:56 2002 p:--fba2001*houses*wlnchester*aIectric*fIwince l2.eLe QUANTITY DESCRIPTION ________^^_______ 17 1451 Single Pole Switch 11 CLN B620H Octagon Hanger 1 I Cable TV 1 C ii'F n tB OthersI elecinth REPORT Wed Aug 21 08:54:56 2002 ' p:*fbc200l*houses*Winchester*electric*fiwincel2.ele QUANTITY DESCRIPTION -------!---------------------------- 1106 14 Gauge/2 Cond. Copper 254' 14 Gauge/3 Cond. Copper 117' 6 Gauge/3 Cond. Copper 11 e .Ing a y Ceiling Ltg Fixture 2 Deluxe .Broadway 2''P3298-10. 1 Deluxe Broadway 3' P3299-11 v, 25 Duplex Receptacle z 4 Exhaust Fan 3 G.F.I. Receptacle 1 H-7T—Rec Lht 2 Power Disconnect Switch 53 RAC 7302 —1 Gang BoX 4 RAC 7835 —2 Gang Box n 7 Smoke Detector 5 Switched Receptacle CD L 1 Telephone Outlet 5 Three Way Switch 0 0 U- V) 0 z a 1-4 o z �CD o MASTER F BATH oN o NLn � O ® O m BEDROOM -3 BEDROOM BEDROOM #2 co X C�F ELECTRICAL LAYOUT SHEET: EL2 KIT SINK ISLAND 3' H.•I \ 44' CLEANOUT . V d ram U 3 PLUMBING DIAGRAM plumitem REPORT TU SEWER O Thu Aug 22 09:13:53 2002 p:*fbc2001%houses-*winchester*mechunical*flwchestp.plm � C QUANTITY DESCRIPTION �' o 8 146 90 ELL 1.5P o~ 4 14D 90 ELL 3P 1 15D 90 FTG ELL 3Sx3P 2 16B 90 ELL 1,5P LT v 2 18C 45 Y 2P p 3 18E 45 Y 3Px3Px3P W 1 18F 45 Y 3Px3Px1.5P v� 2 18G 45 Y 3Px3Px2P 1 18L 45 Y 4Px4Px3P 1 1A FTr, ADJ CL FL 4S 3 16 FTG ADJ CL FL 4Sx3S 4 21B 45 ELL 1.5P 4 21C 45 ELL 2P 8 21D 45 ELL 3P 1 226 45 FTG ELL 1.5Px1.5S 1 22C 45 FTG ELL 2Px2S tt 1 22D 45 FTG ELL 3Px3S 5 23B TEE 1.5P 1 23G TEE 2Px1.5Px1.5P 1 23H TEE 2Px1.5Px2P 3 231 TEE 2Px2Px1.5P 1 0/1I2 23J TEE 3P T , 5 23K TEE 3Px3Px1.5P 1 28D TST TEE W/ PL 4Px4Px4F �J 1 2E CPL 3P 2 4D FTr, FL BUSH 3Sx2P Jn 1 4F FTG FL BUSH 4Sx3P 2 66 P -TRAP 2P 3 6C P -TRAP W/ UNION JT.1.5Px1.25SJ pluminth REPORT Thu Aug 22 09:13:53 2002 p:*fbc200l*houses*winchester-*mechanical*flwchestp.plm QUANTITY DESCRIPTION 112' 1.5" PIPE 14' 2" PIPE 65' 3" PIPE ' 8' 4" PIPE i AIR -HANDLER ( FOR Ist• FLR. HVAC SYS) I st. FLR. RIA GRILLE IN DROP CEILING IN HALL 5" FLEX. q ( I - o t ~ �8" FLEX. - q 8° FLEX.�� 811 FLEX. ,, '' FAMILY ROOM o 12 x 8 c.d. 300 cfm d <,g` FLEX. NOOK l50 cfm f 8" FLEX. 6" FLEX. , 24 x l8 I. LI I + 8 FLEX. �\��-, - �: 2�2T0N RIA FILTER GR/LLE 8" FLEX,- �� AIR -HANDLER FOR 1st, FLR. HVAC S'YSJ RETURN -AIR ISOMETRIC JOE KIT H• `4" FLEX. '' ! ( I ! ! 6" FLEX. PWD, RM, �� , l2 x 8 c.d. 6" FLEX. 150 cfm 8 x 4 c.d. 25 cfm 411 FLEX. �\\ 'I I' I) ,�ij'�,--�-�i- .\ I / 4" FLEX. �, �I (I I 1 - ,/, . ,,,i/j 4" FLEX TOILET RM.�� , ,I ij - DIST BOX TION 8 x 4 c.d. \ DRESSING AREA \ ��. (By Others y,�'- � 25 cfm r 85 cfmd. ''�4"FLEX;:://�O 4" FLEX. \ 8 FLEX. 4" FLEXR 4" FLEX.lop 4" FLEX. It 4„ FLEX• DISTRIBUTION \\�` BOX By Others) \ BATH.#2 , iii ; �� ` �� ' �\ 8" FLEX. - / 8 x 4 c.d, i ��; i12° FLEX 4" FLEX. 25 cfm -!// 8" FLEX. ,,�� 8" FLEX. __. LIVING/DINING ROOM 12 FLEX BATH.#I ~ ' �\� l2 x 8 c.d. , \ 300 cfm DISTRIBUTION 8 x 4 c.d. \\ -,� -i 25 cfm BEDROOM *2 BOX 12 x 8 c.d. / By Others) ,i ' , �; i �� i� Ho V.A. Co ISOMETRIC /50 cfm 8 FLEX. FOR FIRST FLOOR OF HOUSE 71 BEDROOM #3 MASTER SUITE r. 7 FLEX. 12 x 8 c.d. 12 x 8 c•d. 12 FLEX 300 cfm 150 cfm - \ I"FLX hvccitem REPORT FLEX' �; ��Wed Oct 17 1 5:15 :21 2001 �\ FLEX, c : *dgn*-f I wchesth . htg BEDROOM #4 :� ; , QUANTITY DESCRIPTION l0 x 6 c.d. ; 120 cfm o 9 3A FL. DUCT 4" 90 3 TON , �,ii 2 3B FL . DUCT 5" 90 AIR -HANDLE? "r 3 3C FL. DUCT 6/ go 7 FLEX.' 4 3D FL. DUCT 7" 90 ( FOR 2nd. FLR. HVAC SYSJ �I I hvac I nth REPORT9 3E FL. DUCT 8, // 90 RETURN -AIR Tue Jun 11 11:26:41 2002 BOX LOFT p:*fbc200l*houses*winchester-*mechanical*f1wchesth•htg iso. Oct. 21, 2003 He V.A. Co ISOMET FOR SECOND FLOOR OF HOU 12 x 8 c.d. 300 cfm QUANTITY DESCRIPTION 60' 3A FL. DUCT 4"x 12' 3B FL. DUCT 5"x 24' 3C FL. DUCT 6"x 38' 3D FL. DUCT 7"x 94 3E FL. DUCT 8"� 3' 3F FL. DUCT 10'x 18' 3H FL. DUCT 12"x W Z OR C SHEET: lSO-H 'I60SB wl 6d NAILS a 6' oo TO SIDE & TOP NAILER 2 x 4 SPF CONTINUOUS . BLOCKING ATTACHED TO 7116'058 W1 2 16d NAILS HEADER PER LOCATION REa W1 DOOR REI OW ON/ Y SEE PLAN FOR OPENING - A( rPf WEE SIDES FOR f,�sr INo see Qervc P.T. TO LINTEL CONNECTION sc ers - �.: x ., :.:. ., . , onald. Robsr> 7/Ib'OSB W/ p6d NAILS 53%'x76'AS PER OPI sc � � 5 2 2 \� , '2 TEST* 24201 TO SIDE & TOP NAILER FEB 9, 2094, n PT OPENING R6sFLO0R PLAN x 4 SPF CONTINUOUS ' FOR VERT.REINF' R OPENING REr FLOOR PLAN REcfrSS 5 If REa,fw �6' X 21/4' TAPCONS THRU WINDOW. FRAME, BUCK a o E' rte AND INTO BLOCK WITH M4' EMBEDMENT: BLOCKING ATTACHED TO (4)14' X Y TAPCONS STAGGERED OR (20)6d COILNAILS AS PER ENGENEERBUCK BUCK FOR SLIDING FOR 1 ALUM. WINDOW P.T. TO CAW. CONNECTION 7/l6' 0$8 w/ 2 !&d NAILS sruos GL. DR. INSTAL. T 0 C.M.U. INSTAL. T 0 C.M.U. B N, 5 SHEET: mo JACKS DCD /1fA0T 2 x 8 P.T.w/ TAPCQN hW4234 sc�E NT5 - SEE PLAN. FOR OPENING WINDOW OR DOOR OPENING ;.. 8 'I60SB wl 6d NAILS a 6' oo TO SIDE & TOP NAILER 2 x 4 SPF CONTINUOUS . BLOCKING ATTACHED TO 7116'058 W1 2 16d NAILS HEADER PER LOCATION REa W1 DOOR REI OW ON/ Y SEE PLAN FOR OPENING ,-. , .T. TO. LINTEL CONNECTIONAIA A( rPf WEE SIDES FOR f,�sr INo see Qervc P.T. TO LINTEL CONNECTION sc ers - �.: x ., :.:. ., . , onald. Robsr> OPI sc � � 5 2 2 \� , Ix 4 P.T. -------IF PRECASr Rg TEMP NAIL s��•- FOR VERT,REINF ar�{�1 FEB 9, 2094, n PT OPENING R6sFLO0R PLAN FOR VERT.REINF' R OPENING REr FLOOR PLAN REcfrSS 5 If REa,fw �6' X 21/4' TAPCONS THRU WINDOW. FRAME, BUCK a rte AND INTO BLOCK WITH M4' EMBEDMENT: (4)14' X Y TAPCONS STAGGERED OR (20)6d COILNAILS AS PER ENGENEERBUCK BUCK FOR SLIDING FOR 1 ALUM. WINDOW P.T. TO CAW. CONNECTION sruos GL. DR. INSTAL. T 0 C.M.U. INSTAL. T 0 C.M.U. B N, 5 SHEET: mo JACKS DCD /1fA0T - V`d/F NTf - sc�E NT5 - 3!%6 9 EUPERED-GLASS (p S41DIIVG G AS6 DOOR . COMPARATNE ANA[MS. CHART FRAVE M E'NSIONS DESIGN LOAD CARAC17Y-PSF WIDTH •i1NCHESI HEIGHT (INCHES) POSITNE NE- ; TAIE 200-314' !� 46 46.. .. 46 46 99.5.1. 46 46 152-314 � (31 574', 57.5 716-3!4" 57.5 57.5 745-112' A�. �� • 200 3/4' ( 45 45 a52 3!4• 45 45' 99.5" 45 45 152 3%4' 96• (31. 469 • 489 176314" 53.5 53.5 X5112 53.4 ' . 5S-4 t/ 4- TE44PERED - GL -45S (XA1"SLIDING iSS DDR coupAwivc . ANAW3 SIS cHARr s FRAAle : -` D13IENSIONS DESIGN -WAAD_ CA.QACITY9'SF Wit)m 6NCHESI HEIGHT (tlVCHES) {'OSITNE NEOATNE 200 3!4' !� 4567 6914 .. 667 69.4 n9 5' 667 69.4 15L 3/4 (3) 667 77.4 116-314, 667 63.6 75.112• 667 83.6' 200-314. ( 60 60 !S2 314' 60 60 995` 60 60. ' 152-314' (3) 653 65.3- 116-314* 667 713 75-1/2' 667 73.6 (2) "10 x 1-3/4' PH -SMS INTO 2 BY BUCK OR (2) 3/16'0 x 2-3/4' TAPCON THRU - / 8Y BUCK, (SHOWN) WITH A 1--1/4"Mlh'.EMBEOMENT INTO MASONRY. SEE ELEVATION FOR ANCHOR SPACING. ° ` (2) "10 x /-3/4" FH -SMS INTO 2 x BUCK SEE ELEVATION FOR ANCHOR SPACING. FLASHING PAN BY OTHERS. � WATER TIGHT ON 3 SIDES. CAULK THROUGH SCREW HOLE TO SEAL PAN PRIOR TO SCREW INSTALLATION (2) °10 x 13/4' PH -SMS INrO 2 BY � BUCK WITH 1-1/0Y1N.EM8EDUENT. O SEE ELEVATION FOR ANCHOR SPACING. ZE Q 2 BY BUCK SHALL BE s SECURELY FASTENED TO TRANSFER LOAD TO \ c=n STRUCTUAL SUBSTRATE. ` 2 BY WOOD BUCK - rdll ct�� wrn7-s•r J TYPo'HORI ZONTAL- SECTION l BY / 2 BYBUCKWOOD SHIM (SHOWN) OR MUD TRACK AS REQUIRED. MIN RECESS r AFTER INSTALLATION. (2) 3/16'O x 2-1/4' TAPCON OR �. MIAMI DADS APPROVED CLING!-A�>I tNt" ` SEE ELEVATION FOR ANCHOR SPACING. O O I' -- 5 / NUUI UAL SUijS I HAI L. 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 .. «,, .. . Na.* IN,PARENTHESIS INDICATES f'ANEG WIDTH IN FEET. 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS so (3) CHARTS, AND MAY VARY DEPENDING ON SIZE. 45 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX .4 U Z_- . IZ BUILDING CODES, ORDINANCES OR OTHER SAFETY �jORSEE REQUIREMENTS REST SOLELY WITH THE. ARCHITECT, BUILDING OWNER OR CONTRACTOR. LL SECTION Qo WIDTH AT 28 DAYS. SUCK 7)1 FACTORYTION HOLES ARE P MANUFCTURERS' RECOMMEND ONMAX SPACINGDT' 6 � FROM CORNERS, 9" AT JAMBTOP AND TYPICAL I8' OC. Q .- .. .. (GS, ) (2)3/16'0 x 2-3/4' (2) "10 x 1-3/4' PH -SMS INTO 2 BY BUCK OR (2) 3/16'0 x 2-3/4' TAPCON THRU - / 8Y BUCK, (SHOWN) WITH A 1--1/4"Mlh'.EMBEOMENT INTO MASONRY. SEE ELEVATION FOR ANCHOR SPACING. ° ` (2) "10 x /-3/4" FH -SMS INTO 2 x BUCK SEE ELEVATION FOR ANCHOR SPACING. FLASHING PAN BY OTHERS. � WATER TIGHT ON 3 SIDES. CAULK THROUGH SCREW HOLE TO SEAL PAN PRIOR TO SCREW INSTALLATION (2) °10 x 13/4' PH -SMS INrO 2 BY � BUCK WITH 1-1/0Y1N.EM8EDUENT. O SEE ELEVATION FOR ANCHOR SPACING. ZE Q 2 BY BUCK SHALL BE s SECURELY FASTENED TO TRANSFER LOAD TO \ c=n STRUCTUAL SUBSTRATE. ` 2 BY WOOD BUCK - rdll ct�� wrn7-s•r J TYPo'HORI ZONTAL- SECTION l BY / 2 BYBUCKWOOD SHIM (SHOWN) OR MUD TRACK AS REQUIRED. MIN RECESS r AFTER INSTALLATION. (2) 3/16'O x 2-1/4' TAPCON OR �. MIAMI DADS APPROVED CLING!-A�>I tNt" ` SEE ELEVATION FOR ANCHOR SPACING. O NOTES: I' 1) SHIMS ARE OPTIONAL, MAX. SHIM STACK 1/4'. 5 / NUUI UAL SUijS I HAI L. 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 .. «,, .. . Na.* IN,PARENTHESIS INDICATES f'ANEG WIDTH IN FEET. 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS so (3) CHARTS, AND MAY VARY DEPENDING ON SIZE. 45 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX .4 PRODUCTS TO MEET ANY APPLJCABLE LOCAL LAWS, IZ BUILDING CODES, ORDINANCES OR OTHER SAFETY �jORSEE REQUIREMENTS REST SOLELY WITH THE. ARCHITECT, BUILDING OWNER OR CONTRACTOR. LL SECTION ,. CALL SIZE WIDTH AT 28 DAYS. SUCK 7)1 FACTORYTION HOLES ARE P MANUFCTURERS' RECOMMEND ONMAX SPACINGDT' 6 � FROM CORNERS, 9" AT JAMBTOP AND TYPICAL I8' OC. Q .- .. .. (GS, ) (2)3/16'0 x 2-3/4' _ • — 'STBEL 'REINF. TAPCON OR d!!AMI V) /0PANELS DADS APPROVED LONG U Q. k x60.0 D.P.K o FASTENERS. 3 Lu SEE ELEVATION FOR � o ANCHOR SPACING. k D o• o � � o ; STEEL REINF. p o Q v ALL JO` PANELS EE `�' Z '� 4 -60.0 D.P, N 43 ca WOOD SHIM (SHOWN) OR T YPSECTION,\ JAMB , t1 J Q MUD TRACK AS REQUIRED. j •- MIN RECESS I" AFTER I BYE % 2 BY BUCK I/4` MAX SHIM " INSTALLATION. OPTIONAL (BOTH JAMBS) Q- (2),3116'0 (2)3/16'0 x 2-1/4" TAPCON OR i v MIAMI DADE APPROVED CONC. FASTENER S WfIIlH -y SSQ W7DTN SEE ELEVATION FOR ANCHOR SPACING. f ' ... J NOTES: I) SHIMS ARE OPTIOIt AL, MAX. SHIM STACK 1/41. ALL ALUMINUM EXTRUSIONS ARE ALLOY 6x63 -T5 m /tSWc FRW,E HEAD AS $ m / S� o ` OR T6 WITH TYPICAL WALL THICKNESS OF 0.060. X X 3) USE HIGH QUALITY CAULK BEHIND DOOR FRAME.- X X 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS W PANEL PANE -L. w PANEL PANEL CHARTS,AND MAY VARY DEPENDING ON SIZE. ° --�'a • 5) THE RESPONSIBIL17Y FOR SELECTION OF NORANDEX"` Q ° BUILDING CODES, ORDINANCES OR OTHER SAFETY a REQUIREMENTS REST' SOLELY WITH. THE ARCHITECT. S.utE AS '�' ""e SEE DWG �G� m o . ,,. •• BUILDING OWNER OR CONTRACTOR. , 6) CONCRETE COMPRESSIVE STRENGTH = 3.000 PSI � D / tea, AT 28 DAYS. HEADER AND SILL SECTION 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO s s MANUFACTURERS' RECOMMENDATION IfAX SPACING 6' T YP. I BY BUCK' FROM CORNERS, 9' AT JAMBTOP AND TYPICAL l8' OC. (2P2) 1rPicA > vArfoN a a (2BY2) TYPICAL ErFVArlox (2) "10 x 1-3/4' PH -SMS INTO 2 BY BUCK OR (2) 3/16'0 x 2-3/4' TAPCON THRU - / 8Y BUCK, (SHOWN) WITH A 1--1/4"Mlh'.EMBEOMENT INTO MASONRY. SEE ELEVATION FOR ANCHOR SPACING. ° ` (2) "10 x /-3/4" FH -SMS INTO 2 x BUCK SEE ELEVATION FOR ANCHOR SPACING. FLASHING PAN BY OTHERS. � WATER TIGHT ON 3 SIDES. CAULK THROUGH SCREW HOLE TO SEAL PAN PRIOR TO SCREW INSTALLATION (2) °10 x 13/4' PH -SMS INrO 2 BY � BUCK WITH 1-1/0Y1N.EM8EDUENT. O SEE ELEVATION FOR ANCHOR SPACING. ZE Q 2 BY BUCK SHALL BE s SECURELY FASTENED TO TRANSFER LOAD TO \ c=n STRUCTUAL SUBSTRATE. ` 2 BY WOOD BUCK - rdll ct�� wrn7-s•r J TYPo'HORI ZONTAL- SECTION l BY / 2 BYBUCKWOOD SHIM (SHOWN) OR MUD TRACK AS REQUIRED. MIN RECESS r AFTER INSTALLATION. (2) 3/16'O x 2-1/4' TAPCON OR �. MIAMI DADS APPROVED CLING!-A�>I tNt" COMPARATIVE ANALYSIS CHART SEE ELEVATION FOR ANCHOR SPACING. O NOTES: I' 1) SHIMS ARE OPTIONAL, MAX. SHIM STACK 1/4'. 1 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 a OR T6 WITH TYPICAL WALL THICKNESS OF 0.060. (INCHES) 31 USE HIGH QUALITY CAULK BEHIND DOOR FRAME_ X 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS so (3) CHARTS, AND MAY VARY DEPENDING ON SIZE. 45 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX .4 PRODUCTS TO MEET ANY APPLJCABLE LOCAL LAWS, IZ BUILDING CODES, ORDINANCES OR OTHER SAFETY �jORSEE REQUIREMENTS REST SOLELY WITH THE. ARCHITECT, BUILDING OWNER OR CONTRACTOR. LL SECTION 6) CONCRETE COMPRESSIVE STRENGTH - 3,000 PSI (2BY2) 7rACA1. aEYAriom AT 28 DAYS. SUCK 7)1 FACTORYTION HOLES ARE P MANUFCTURERS' RECOMMEND ONMAX SPACINGDT' 6 � FROM CORNERS, 9" AT JAMBTOP AND TYPICAL I8' OC. 3/16' TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DESIGN . LOAD DIMENSIONS CAPACITY-PSF WIDTH HEIGHT POSITIVE NEGATIVE (INCHES) (INCHES) X 72' so (3) 45 45 144-I/8' 45 45 NO.* IN PARENTHESIS INDICATES PANEL WIDTH IN FEET. (2) 3/16"0 x 2-3/4' TAPCON OR MIAMI I BY WOOD BUCK DADE APPROVED COIN. FASTENERS. SEE ELEVATION FOR ' ANCHOR SPACING. 1/4' MAX SHIM -- --' OPTIONAL (BOTH JAMBS) y ryps �SGD WJO77f O to 4 � /� �S5 "'t AS sur. m m X X C,Z PANEL PANEL F Dares IZ v �jORSEE suE As �Q s � rrr (2BY2) 7rACA1. aEYAriom ryp W7D7"N O to 4 � //J FRAME 111E40M sum u s7ic m m X x C,Z PANEL PANEL F JiY IZ v �jORSEE DWG F C-. �Q s � rrr wast: as r-aG-o7l�. // Twl-i > (2P2) rymcAi- aEyArrav QZ (J O to 4 'Q J m °C7 C,Z U ct IZ v �N�LLJ �Q O � � Q wpm all (J to 4 O m IZ v �Q all to 4 m wpm DISTINCTION SERIES sMC IFstlo pESloErytW INsuuTEQ FIEIERGLASS 000q 14 WOOD FRAME GENERAL NOTES 1• THE FEIi.LOWINO PRODUCT FNS BEEN EVALtATEO (OR TPLIANCE W111-11TPE WIND LOADS SPECIFIEU It1 S C(lOf) 0 OF THE TEXAS DEPARTMENT OF INSURANCE DSTORM VESISTANT CONSTRUCRON GUIDE AND SECDON 03 OF THE TEXAS YANDSTORM It{SURANCE ASSOCLATION BUILDING CODE FOR WINDSTORM RESISTA41 CONSTRUCTION. VOOO BUCKS II'T DRIERS, MUST OE ANCHORED FFOPFRLY TG T"NSFM LOADS TO THE STRUCIURE. 4. FAVODUCT ANCHORS St1Ai-L (3E AS USED AND SPACED A3 SHOWN ON DETAILS. ANCHO(t EMBEDMENT TO BASE IJAIERIAL' StW-L BE BEJOND WALL DRESSING OQ STUCCO, J. fpO0UG( DOES Hof (AEE( IMPACT PESIS1AiC9 b• DESIGN PRESSURE RATING 51-Va PE AS FOLLOVS: — FOTT 6' 0' MCH DOORS: SrE TABLE 1. - FD.R fKAaIES OVEq 4' Ii• UP TO p' 0': ,SFE TABU 2. DQQR t UE c0Ij2Au0aN• FACE SHEM: FORE DESIGtIt �otisTT(tia>'tory: a . r�il +.F PMIR.W. Tl:G1•I iXT.iT.tll i d• :"iI nil itG'i Ii -1/?' (t!�=tIDnI -- [� 9 �' �• nrynp r' t DISTINCTION SERIES sMC IFstlo pESloErytW INsuuTEQ FIEIERGLASS 000q 14 WOOD FRAME GENERAL NOTES 1• THE FEIi.LOWINO PRODUCT FNS BEEN EVALtATEO (OR TPLIANCE W111-11TPE WIND LOADS SPECIFIEU It1 S C(lOf) 0 OF THE TEXAS DEPARTMENT OF INSURANCE DSTORM VESISTANT CONSTRUCRON GUIDE AND SECDON 03 OF THE TEXAS YANDSTORM It{SURANCE ASSOCLATION BUILDING CODE FOR WINDSTORM RESISTA41 CONSTRUCTION. VOOO BUCKS II'T DRIERS, MUST OE ANCHORED FFOPFRLY TG T"NSFM LOADS TO THE STRUCIURE. 4. FAVODUCT ANCHORS St1Ai-L (3E AS USED AND SPACED A3 SHOWN ON DETAILS. ANCHO(t EMBEDMENT TO BASE IJAIERIAL' StW-L BE BEJOND WALL DRESSING OQ STUCCO, J. fpO0UG( DOES Hof (AEE( IMPACT PESIS1AiC9 b• DESIGN PRESSURE RATING 51-Va PE AS FOLLOVS: — FOTT 6' 0' MCH DOORS: SrE TABLE 1. - FD.R fKAaIES OVEq 4' Ii• UP TO p' 0': ,SFE TABU 2. DQQR t UE c0Ij2Au0aN• FACE SHEM: FORE DESIGtIt �otisTT(tia>'tory: a . r�il +.F PMIR.W. Tl:G1•I iXT.iT.tll i d• :"iI nil itG'i Ii -1/?' (t!�=tIDnI -- [� 9 �' �• nrynp TYPiCII E) F•VA11f1N j D_O- DH Ins) w1-su. rrPlcu 1•'1, r ' M 'U33 �� r.M (".Fro. t DESIGN7RESSUREF AIPlucc ABLILE1*I)TIE511011HftPRESSURE TING T Y QW *am an01 WV M W rouawrr o M r.scnY �%�U:MIIOI , / 1 �raccxa0 ?I. TroanM Q �o LTWqNta+Trvt 0VKD -a0 Par tO -aa PMr' (51y) p84-3511 WD 01 ae fl4 i I .I Q 05 -80 164 -77 160 -71 wa m R.P.P. +50 n we m .:SSD •bn b (pour dots not me A 14133U,: Impact) O0I1 99- 01 Tesi 12 M- 1991.210-2024 0 37-1/2- f ALAE WIOTII —�- t 2 a T-' r 35-3/1• Poon PAnwmnl , .. 1 x9115'1-�- • ' 1 ql5iAi IA��Io�� IIIIb nAlfr/pp" FF?� 14 �_ S 4 i//.. 0• 17) Ile IU _ �• •f. :;i?°ii?'i=iil•i�1''=Ni'�lyi � ;, �1 ti' slDe ' ouT a _ `r I,.,. ;:yly.:, x 3 Q I' .I •• t ul! lPAcT ;::I,:• LK1 aR YI _ o (fes T • r� Ix wood Ts]cij N it EIIt3E0. o� •f•••```` � 116 _ _ _ •,,��., � { 1 •, .I•••:: 0 010• �r •1.'N'•�y� /��ijJCAL_.G�n�S s�cI1�1 �1_loel-L I�Ii1�lla��. a.• •�� 4 �' �• nrynp TYPiCII E) F•VA11f1N j D_O- DH Ins) w1-su. rrPlcu 1•'1, r ' M 'U33 �� r.M (".Fro. t DESIGN7RESSUREF AIPlucc ABLILE1*I)TIE511011HftPRESSURE TING T Y QW *am an01 WV M W rouawrr o M r.scnY �%�U:MIIOI , / 1 �raccxa0 ?I. TroanM CYto +a0 Par �o LTWqNta+Trvt 0VKD -a0 Par tO -aa PMr' (51y) p84-3511 WD 01 ae fl4 i sexa N.T.S. Single GlezaT 05 -80 164 -77 160 -71 a T-' r 35-3/1• Poon PAnwmnl , .. 1 x9115'1-�- • ' 1 ql5iAi IA��Io�� IIIIb nAlfr/pp" FF?� 14 �_ S 4 i//.. 0• 17) Ile IU _ �• •f. :;i?°ii?'i=iil•i�1''=Ni'�lyi � ;, �1 ti' slDe ' ouT a _ `r I,.,. ;:yly.:, x 3 Q I' .I •• t ul! lPAcT ;::I,:• LK1 aR YI _ o (fes T • r� Ix wood Ts]cij N it EIIt3E0. o� •f•••```` � 116 _ _ _ •,,��., � { 1 •, .I•••:: 0 010• �r •1.'N'•�y� /��ijJCAL_.G�n�S s�cI1�1 �1_loel-L I�Ii1�lla��. a.• •�� 4 �' �• nrynp TYPiCII E) F•VA11f1N j D_O- DH Ins) w1-su. rrPlcu 1•'1, r ' M 'U33 �� r.M (".Fro. t DESIGN7RESSUREF AIPlucc ABLILE1*I)TIE511011HftPRESSURE TING T Y QW *am an01 WV M W rouawrr o M r.scnY �%�U:MIIOI , / 1 �raccxa0 ?I. TroanM CYto +a0 Par 0 +00 Par LTWqNta+Trvt 0VKD -a0 Par tO -aa PMr' (51y) p84-3511 WD 01 ae fl4 i sexa N.T.S. Single GlezaT 05 -80 164 -77 160 -71 wa m R.P.P. +50 n we m .:SSD •bn "-i•sR _�4 (pour dots not me A 14133U,: Impact) O0I1 99- 01 Tesi 12 M- 1991.210-2024 0 aur_ a T-' r 35-3/1• Poon PAnwmnl , .. 1 x9115'1-�- • ' 1 ql5iAi IA��Io�� IIIIb nAlfr/pp" FF?� 14 �_ S 4 i//.. 0• 17) Ile IU _ �• •f. :;i?°ii?'i=iil•i�1''=Ni'�lyi � ;, �1 ti' slDe ' ouT a _ `r I,.,. ;:yly.:, x 3 Q I' .I •• t ul! lPAcT ;::I,:• LK1 aR YI _ o (fes T • r� Ix wood Ts]cij N it EIIt3E0. o� •f•••```` � 116 _ _ _ •,,��., � { 1 •, .I•••:: 0 010• �r •1.'N'•�y� /��ijJCAL_.G�n�S s�cI1�1 �1_loel-L I�Ii1�lla��. nu qq Fill "on iii on u uhll a.• •�� 4 ;Ls� to •:•. 1! 1 Ins) w1-su. illi 1•'1, r ' M 'U33 �� r.M (".Fro. t �'� i �A :b Single "Nultle D '�• . t �i � ,1'u'I u�rt.! `if11��'t•7` I.�° .P�L ;TlG�llrR, �11R�'1ft � 3 rralt� ,F r T itzkam,Vill i 160 -60 Single GlezaT 05 -80 164 -77 160 -71 ri +50 �t .:SSD •bn "-i•sR _�4 (pour dots not me A 14133U,: Impact) nu qq Fill "on iii on u uhll 37-- 1/2" FRAME WIDIII -- -f�_ IT 0 Y Y T 10' D.C. MAX. (lYP-) Ll al _1100 IMIM 11=1E �� lis — 37-1/2• FRAME WIDRI -- r- -I 1� h I _ RJCIJOR I AYS1UK fOl[f 1 FQR-9-D._II0S1R MICEL_dULIJOR I.) I1170 2UY WOOD DUCKS OR WOOD SIRUCTURE jU PFIN Wd. Screw, 1' 01, EMBEUMENT 2) 11110 IB' (WOOD BUCKS OR INTO I.LASOMRY J/I6 DU. TAPCONS WITH 1-1/1 MIN. EMUEDMENT NOTE: WHEN REQ. THE USE OF 2X SHALL BE ALLOWED USING (4) EVENLY SPACED V4 " X 3" T APCONS IN THE SIDES, AND (2) EVENLY SPACED V4'r X 3" TAPCONS IN THE HEADER ALL W/ IV4" IMBEDMENT. IF NEEDED A IX CAN BE NAILED 6" O.C. STAGGERED TO 2X. DOOR IS THEN ATTACHED PER DETAILS ON THIS PAGE. Ahcu ti_1dT411Lr d_t_u" DOGt3 FIUAL WaQu_ f A–Ca SINGLE INSWINQ UNIT WIWla SIAELITES PRDDUCIT ACCEPTANCr plc).: DS1222 SCljEw soiEbar— lp 9 5A -1 LSP _ . jQ_ `— l EdDEdD E 2- TYP•--+ If' IYP. i f • P. 1-f— - 1 £ 11' hr. ju. 11 tYY• 'A' U+tl CONSJI 1 Ins) w1-su. rr m01 Of —- ., ru�N.T.S., . r'a Single "Nultle D W `- ti 0 i 37-- 1/2" FRAME WIDIII -- -f�_ IT 0 Y Y T 10' D.C. MAX. (lYP-) Ll al _1100 IMIM 11=1E �� lis — 37-1/2• FRAME WIDRI -- r- -I 1� h I _ RJCIJOR I AYS1UK fOl[f 1 FQR-9-D._II0S1R MICEL_dULIJOR I.) I1170 2UY WOOD DUCKS OR WOOD SIRUCTURE jU PFIN Wd. Screw, 1' 01, EMBEUMENT 2) 11110 IB' (WOOD BUCKS OR INTO I.LASOMRY J/I6 DU. TAPCONS WITH 1-1/1 MIN. EMUEDMENT NOTE: WHEN REQ. THE USE OF 2X SHALL BE ALLOWED USING (4) EVENLY SPACED V4 " X 3" T APCONS IN THE SIDES, AND (2) EVENLY SPACED V4'r X 3" TAPCONS IN THE HEADER ALL W/ IV4" IMBEDMENT. IF NEEDED A IX CAN BE NAILED 6" O.C. STAGGERED TO 2X. DOOR IS THEN ATTACHED PER DETAILS ON THIS PAGE. Ahcu ti_1dT411Lr d_t_u" DOGt3 FIUAL WaQu_ f A–Ca SINGLE INSWINQ UNIT WIWla SIAELITES PRDDUCIT ACCEPTANCr plc).: DS1222 SCljEw soiEbar— lp 9 5A -1 LSP _ . jQ_ `— l EdDEdD E 2- TYP•--+ If' IYP. i f • P. 1-f— - 1 £ 11' hr. ju. 11 tYY• 'A' --I I— f le I 4h--1 I--- B`-ul aEa - - --- — 1 11 1 11 rr ., 2•9..... . r'a Single "Nultle +8o -BO +80 -80 +80 -80 F86 -80 1011 -80 0 i 160 -60 Single GlezaT 05 -80 164 -77 160 -71 ri +50 I a i .:SSD •bn "-i•sR _�4 --I I— f le I 4h--1 I--- B`-ul aEa - - --- — P(-Uducj ACccpta4et Ko: PSI -222 Size: up to 5`q \ 6'8 Il ti Wirig (WW(I lalllb) COltripmalioll: X. OXO, XO, ox 2'0 2.4 2`6 2•9..... . r'a Single "Nultle +8o -BO +80 -80 +80 -80 F86 -80 1011 -80 w/SideUtes . +60 -60 160 -60 Single GlezaT 05 -80 164 -77 160 -71 +56 61 +50 w/3idetiiu .:SSD •bn "-i•sR _�4 (pour dots not me A 14133U,: Impact) Tesi 12 M- 1991.210-2024 NUg. by: New Y+ Plashes / Piostplo Livvigsto,l- PIl I17039 O Cc cuts 5UL Rr1q 113) 054--353 qvowvw 110.1 SHEET: FD a R H. ' r } •r.::r<. 37-1/2' FRAME WIDTH r 2 i 1/16- i TION SERIES }f - - _ 1 LE(: RESIUEttiW_ INSUTATEU 37-1/2' FRAME WIO(HDISTINCTION SERFS J7-1/2' FRAM1+E WIDfH -- --i OR IN WOOD FRAMESMa. C OuTSWING RESIDENTIAL INSULATED i� 1 �fa WITH FULL CUSS UTE) _ FIBERGLASS DOOR IN W0Q0 FRAME T-7 K7��rf (,)_�� GENERAL NOTES f I v N Ld Q C � p 2 a ED GENERAL NOTES 1 . THIS PRODUCT r3 DESIGNED TO MEET THE SOL/ill FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DADS COUtfIY. 2- WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED A5 SHOWN ON p -TAILS. ANCHOR EMBEDMENT TO BASE WERVL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. 94PACi RESISTANT SHUTTERS NOT REQUIRED 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: - FOR 8' d' HIGH DOORS: SEE TABLE I. FOR FRAMES AVER 8' B' UP (0 8' 0': SEE TABLE 2. fdgjjNC�70rr SMG FIRERftASS DOOR OQOR tFAF CONSTRUCTION: FACE, SHEETS: EACH SUB IS GONSIRUCTEO FROM 0.090" THICK FIDERGLASS SKIN. CORE DESIGN: THE OfIERIOR CAYTrY OF EACH ODOR W"15 FILLED W 111010 POLYUREAN IHE. CONSTRucrio i,me vimrv1 EDGES OF THE SLAB CONSIST OF GLUED IfRERLOCKING FIBERGLASS JOINTS•FHE HORIZONTTAL EDGES CONSIST OF THE FIBERGLASS SKIN GLUED TO THE WOOD BLOCK AT TOP PNU TO THE RIGID PVC FOAM INSERT AT BOTTOM. T TABLE OF UMNITS C SHEET DESCRIPTION +6o PSF GENERAL NOTES PICAL ELEVATIONS 2 CROSS: ECTION ICA AND ORI 0 A 3"' CHORING'UYOUT V1 P ST t e NinK WAIOI AfY1RAAG Ww[NQ0 R N(7f MEGCD +6o PSF NEO.\TNE -00 PSF E -01 PSF ` N V1 • * e NinK WAIOI AfY1RAAG Ww[NQ0 R N(7f MEGCD +6o PSF NEO.\TNE -00 PSF r DESIGN PRESSURE RATING (TABLE tj *" YNIN TinLiMr10K Atwkuwn O NEEDED Posirrve +50 user NinK WAIOI AfY1RAAG Ww[NQ0 R N(7f MEGCD +6o PSF NEO.\TNE -00 PSF -a0 PSF Y rr DESIGN PRESSURE RATING ABLE 2) .N{[pE.. WEA fY1LTINIION WlERf YA[iR [1ilTNAllar+ REVANQSNT 1t hELOW p:IR[V'IXi 6 N9 NLYIKa Poslnv� +so par +50 arvi GLF Ey"' a � %/ cic c ru>U[ wru AAOENh POSITNE +00 PSF twvrn Nftxm N[M R IrOf NEIDFU 4L'�7l i i I PSF N EOATIVE -55 PSF -01 PSF N V1 ---- - 37-1/1" FRNIE WIUIH- - -� w 10" tU.C. MAX l� t ZQ • • -T A'1CIIOH IAYOV( FOR_0'-H' ODOR ' ANCHOR lAYONf fOR 9'-0• Difrd . 17P CAI ANcrlOtly 1.) IN70 1BY WOOD UUCxS (:ri WOOD SIHuc1UHE '} je 545, 1-1/2' Wrl. ENEEONEM . ZJ uHU 10'1 WINO UUCxS DR 11,70 Ia6UrWr 3/16• Diti TAIKDNS wi1H 1-1/4 %/ cic c ru>U[ wru AAOENh POSITNE +00 PSF twvrn Nftxm N[M R IrOf NEIDFU 4L'�7l i i I PSF N EOATIVE -55 PSF -01 PSF ---- - 37-1/1" FRNIE WIUIH- - -� w 10" tU.C. MAX l� t ZQ • • -T A'1CIIOH IAYOV( FOR_0'-H' ODOR ' ANCHOR lAYONf fOR 9'-0• Difrd . 17P CAI ANcrlOtly 1.) IN70 1BY WOOD UUCxS (:ri WOOD SIHuc1UHE '} je 545, 1-1/2' Wrl. ENEEONEM . ZJ uHU 10'1 WINO UUCxS DR 11,70 Ia6UrWr 3/16• Diti TAIKDNS wi1H 1-1/4 %/ cic c ru>U[ wru AAOENh POSITNE +00 PSF twvrn Nftxm N[M R IrOf NEIDFU 4L'�7l i i I NEOATNE' 'a0 PSF I ' NTN. E1+0EONENT (�I((7/�(jr•�/I • ,4+9/10. 15 � � 3 NW. E)IBED. n ST6Y SPACE 1% wocD FILLER f/0 ` 1 4• tux. < jl .: T _, � •• � 1S f0 O 39N ISPALE iir333 OD10 INSIDE S . :. h•. ------------- }Q� 14 'I• 4 20 10 I{ '•1 '" � O D k W N I I A _ `' IO T - z r I ( • 0075' (Y a ) H < r i� ] 7 G = 10 10 17 \ 19 1YP 7=931C. T71 �AnOr �-_. NIO WSIOII 110N WIO 1:t W000 et7cx ou"rs1oEC 1N5 UTI 3a -S/4' DOOR PANEL W1U7N - 3131• 37-1/2' flwaE wnm HORILONTAL GROSS SECIO! TJ��`►� (_ G.� wrrsu.nHo 1/1' - .. •� i' v� leu) [a{-aa.7i N.T.3. - 4 5/9' rm RPP. rf)VER GROSS SECTION_ rEN DESCRIPi%%1 PART No, uATE 1ggi-i , 1.591' 1FV 1.609•' 1.101' l 1.101' I 1 TUP HAIL 0.201'-r ( ] HulcE s1aE 6 "C'.WA ' 4 0.674• LDGK $ISTILL:W j! PA570 I PAS73G ( VAS74C - - SfE>;i- 55'1 `` c pGC C - AOSIb 1.754 1 ( a DOOR tlOffON (wSWVIG F^rC. CO -EXTRUSION r DOOR 55YEEP y 0511 I 1.591 0.7{B I u Q 0 6so' I DTiF a 4 15Et GO • I I 10 DOOR FRAME C C - � � • La91' �--- I p.3Do•-� � 0.wa �. � ( T I ,� wK 11 IHREs7401.0 (aurswum) wiA c c N PA370 1 PAS01 I RU419 -. I - _ lsY1E�Lr - - -"- - - -wCQQ - - _--' -Z '- - - - - , � N Dir"- 0.0]9• 0.117 0.117 ( 9.766' 57517 S/SYO d 02 Do a f 1. t24,11 ( -_I a -1/a• 7_7/x. x_6/6. 0.117' -+ CWgU.NKi 0.903' --• I ��11��EN 57511 $7525 >pxa N: •� m fl.P.P. a:p !E .. r I A 0.117' PAHr Ilo wtN10 u9-05 cnN rn DOS 6,50 R.P.P. _ urN6 ho, 99-02 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUtLDIttG CODE 1994 EDITION FOR MIAMI -WE COUNTY. 2. W000 BUCKS BY (7TFIEfTS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED ' AS SHOWN ON DETAILS. ANCHOR EMpEOMEt{T TO BASE ),I.jiERUL StULL 6E DEYOND WALL DRESSING OR STUCCO. 4. IMP/}GT RESISTANT SHUTTERS ARE REQUIRED 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: - - FOf{ d' d• HIGH DOORS: SEE TABLE i. - FOR FRAMES OVER 6' d' UP TO 8' 0': SEE TABLE cONsulnnc al ]) aal-7a71 m01 06/99 n mRPP Gm 99-01 �rY Y coNsutnrra 51 3) ad{ -JO] x01/08/99 ar N.T.S. :. BY: 2. � Qg()B 1EAF coNStR(1 "rte 1. FACE SHEETS: EACH SLAB IS CON5TRUClED FROM 0.075 TRK. FIBERGLASS SKIN. 2. CORE DESIGN: THE INTERIOR INTERIORCAVITY OF EACH DOOR IS FILLED Wtitl RIGID POLYUREfFWIE. J. CONS(RUCTUN: THE VERTICAL EDGES OF TiE SLAB CONSIST OF GLUED Iff1ERLOCKINC FIBEITCLASS JORfiS THE HORIZONTAL EDGES CONSIST OF 711E F1dERGtA53 SKIN. GLUED TO THE WOOD DUCK AT 70P P7tU TO iNE RIGID PNC FOAM INSERT AT BOLTON 4. GLAZING: 5/0' OVERALL THICKNESS INSULATED GLASS PANEL CONSISTNO OF: TWO 1/8' TEMPERED UTES AND ONE AIR SPACE. 5. REINFORCING: ONE i U' SHAPED STEEL REINFORCING AS MEASURING �STPoEA•u1L.S7(D. IE¢B 9TtK.WUCAEGaNE�DOOR ONLYL .16ERAL NOTES ICAL A 0 C 0 53 SECTIONS SHEET j OE5CRIPTION G RRCAL D OR ONTA 3 . Al CHOKING U OUi DESIGN PRESSURE RATING (FABLE 12) HSN[ /.liW WfLiiN1Y.X1 NISX WJLA YJILTI4fiilr BEOWrti31FM A ISFL4D IS NOT MELN POSfTiVE +00 PSP +70 PSP NEt:Ai1VE --70 PGF gM rm DESIGN PRESSURE RATING (TABLE JI) - %/ cic c ru>U[ wru AAOENh POSITNE +00 PSF twvrn Nftxm N[M R IrOf NEIDFU +°0 PSF NEOATNE' 'a0 PSF -00 PSF _ELEVAH4IL-1L-Q�DS24TT J7 -I/1' FTUa<E WIUIH >v e 1 7- -f �f 111S:1i4lL.1AYS2f12 Fon OUR t�„UrlrLldYDS)I_EDti_fi:�ti_JZQ9d n•PIfN Alilll'•Rti 1.) INTO 11fi W000 DUCKS (w •6000 SIHUCIUHE TB SNS, I-1/1' LUN. ENO,DNEM 1.) nal lux wUoo uucxs AND wro NAsar+Rr p 1 3/id- ULl 'TAPCI:NS WRIT i-I/x' IFw. E7JDEONENi 1' s.•i-x�. I 1 I ifiil.E 11J d NEN -DESCRIPTION _VMf No. MATERIAL ppOO__H��SxIN B PANEL 8 j SN 090 j�U�(. F1B(H lA5£ 1 DOOfi SHi 6 PANEL 8`-0 A�d4 11�b3b'-TTli�f!OE(T�S �- o �� 20 w Do Iocu7Y _ RAIL. w�_30 w Irk -- ! IIWGE 5711E NCA 30 wOETd'- IOGMIY STEEC- 4 LOCK $IIIE CC.� +1�1 bittL bb 411_ P��)_ yQQ F07Si- IE%TRUS 5 BOTTOM TINE , ON � OU NTNG - •- ofGOO Tuff DES _ Uf H JL _ Kwl SEf 100 $ERIE�S IT EW X'w9 5 6 5 �R.ill f0 GOOK FRAME ____ qOS 650 W ID RSLRIP 5CHlECEI N 11 IIOtESHOLU (GUISW9IG) oun W NPL UN UN N �- r-os'SSS�WFAR�STNP $Ck GE T017-- 1{ FMN Con PO YV r MN OR I x BLOCK � � � �Ft� �u W TT 1 I , a 1 5/16` ---- r I PARI tla Wf A )0 �f( Nu. PAS 73 O111541Nf. 11111.rVLjT_Ii7t(L -- a/1°• -- a/la' -- 1 1/16• 7/16• 3/e• �L,�--I- V 0 2 9/J1• - l r p� No wcA 7n Purr No Hu <22 yARF -70' PSF J7 -I/1' FTUa<E WIUIH >v e 1 7- -f �f 111S:1i4lL.1AYS2f12 Fon OUR t�„UrlrLldYDS)I_EDti_fi:�ti_JZQ9d n•PIfN Alilll'•Rti 1.) INTO 11fi W000 DUCKS (w •6000 SIHUCIUHE TB SNS, I-1/1' LUN. ENO,DNEM 1.) nal lux wUoo uucxs AND wro NAsar+Rr p 1 3/id- ULl 'TAPCI:NS WRIT i-I/x' IFw. E7JDEONENi 1' s.•i-x�. I 1 I ifiil.E 11J d NEN -DESCRIPTION _VMf No. MATERIAL ppOO__H��SxIN B PANEL 8 j SN 090 j�U�(. F1B(H lA5£ 1 DOOfi SHi 6 PANEL 8`-0 A�d4 11�b3b'-TTli�f!OE(T�S �- o �� 20 w Do Iocu7Y _ RAIL. w�_30 w Irk -- ! IIWGE 5711E NCA 30 wOETd'- IOGMIY STEEC- 4 LOCK $IIIE CC.� +1�1 bittL bb 411_ P��)_ yQQ F07Si- IE%TRUS 5 BOTTOM TINE , ON � OU NTNG - •- ofGOO Tuff DES _ Uf H JL _ Kwl SEf 100 $ERIE�S IT EW X'w9 5 6 5 �R.ill f0 GOOK FRAME ____ qOS 650 W ID RSLRIP 5CHlECEI N 11 IIOtESHOLU (GUISW9IG) oun W NPL UN UN N �- r-os'SSS�WFAR�STNP $Ck GE T017-- 1{ FMN Con PO YV r MN OR I x BLOCK � � � �Ft� �u W TT 1 I , a 1 5/16` ---- r I PARI tla Wf A )0 �f( Nu. PAS 73 O111541Nf. 11111.rVLjT_Ii7t(L -- a/1°• -- a/la' -- 1 1/16• 7/16• 3/e• �L,�--I- V 0 2 9/J1• - l r p� No wcA 7n Purr No Hu <22 yARF l NOR Bra`ii""-'-FIr"TAfi�T 31[E[- C0111111 NiO 7171 66i -bbl u'0-210979-9 L, w :rlD F AAIE PMiT �N,�. $t'Nt lif :F"1 \ r( Ug -05 i Cr 'IE PY , O SHEET: F D