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106 Wheatfield Cir - BR04-001805 (CELERY LAKES) (SFR) (A)ILO(4P WIw�eoi.4cAd Cr PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER Maronda Homes Inc. of Florida 1101 N Keller Rd. Ste. F Orlando, FL 32810 CRC058496 407-475-9112 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE v d SUBDIVISION w PERMIT # OL/-- DATE V O O V to PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE AIAL 0 M *4. 4 a Hl ry`sH 0 TVINCH_.Eo TER 4--B Apojp1 ie 3Jr BUILDING DATA AND DESIGN CRITERIA BUILDING DATA FLORIDA BUILDING CODE: BUILDING, 2001 EDITION, 2002 REVISION FLORIDA BUILDING CODE: PLUMBING, 2001 EDITION, 2002 REVISION FLORIDA BUILDING CODE: MECHANICAL, 2001 EDITION, 2002 REVISION FLORIDA BUILDING CODE: FUEL GAS, 2001 EDITION, 2002 REVISION 1999 NATIONAL ELECTRICAL CODE STRUCTURAL DESIGN PARAMETERS: ASCE 7-1998 OCCUPANCY: RESIDENTIAL CONSTRUCTION TYPE: TYPE VI UNPROTECTED / UNSPRINKLERED (FBC 2001, SECTION 608) BUILDING DESIGN: ENCLOSED WIND SPEED: 125 MPH - 3 SECOND GUST (FBC 2001, SECTION 1606) EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: GCpl = +/- 0.18 IMPORTANCE FACTOR: l.0 BUILDING CATEGORY: 2 NUMBER OF STORIES: TWO STORY BUILDING MEAN ROOF HEIGHT; 25 FEET, MAX. WOOD FRAMING INSPECTION ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. (FBC 2001, SECTION 105.6) TERMITE TREATMENT THE BUILDING AND PATIO SLAB HAVE 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. FBC 2001, SECTION 1816 W I NDBOURNE DEBRIS REGIONS /.AREAS WITHIN ONE MILE (1.6km) OF THE COASTAL MEAN HIGH WATER LINE WHERE THE BASIC WIND SPEED IS //0 mph OR GREATER. Z AREAS WHERE THE BASIC WIND SPEED IS 120 mph OR GREATER IN WINDBOURNE DEBRIS REGIONS, HURRICANE SHUTTERS ARE PROVIDED: MIAMI/DADS PRODUCT CONTROL NOTICE OF ACCEPTENCE *01-0516.14 FBC 2001, SECTION 1606.1.4 MWFRS PRESSURE: 125 MPH : TWO STORY 2.+7.62 J.-7.18 LONGITUDINAL 4. X3.48 t / -9.03 ROOF ANGL LONGITUDINAL -9.03 WIND DIRECTION RANGE 1. +18.71 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 HAMA OR W DMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER,IN COMPLIANCE WITH ANSI/AAMAIiNWWDA /01/1.5, 2-97 FBC 2001, SECTION 1707.4.2 SEE MANUFACTURER'S DETAIL SHEETS FOR DESIGN CRITERIA AND INSTALLATION MET HODS. a rlh SHEET: iij T M m F GENERAL ELEVATION NOTES: I. DMF - DECO MASONRY FINISH 2.EAVE & GABLE OVERHANGS 12" ALUM FASCIA AND SOFFITS. PLUMB CUT WITH LEVEL RETURNS. 3. %g" MIN. THICKNESS DMF OVER LATH/FRAME J" r L r 6" 6" �-y ETCHED �DMF TBA�NOS= 1.1 �4LyZ� v�r� SCALE: 3/4" = I'-0" FLAT OSB SOFFIT w/ DMF ON UNDERSIDE OF ROOF TRUSSES DMF ON LATH/FRAME DMF ON BLOCK FRONT ENTRY ELEVATION SCALE: V4" l'-0" telev b125r1w1n-b125r.001 Oct. 21, 2003 14:53:29 6�I 6 Zb FLOOR T/ 1st FLOOR SLAB (1)4'-0" OFF -RIDGE VENTS Solid Blocking cQ Off Ridge Vents /2 12 �,_ 16 6� FIBERGLASS SHINGLES DMF ON BLOCK �O REAR ELEVATION SCALE: Va" - I'-0" FLAT OSB SOFFIT w/ DMF ON---/ UNDERSIDE OF ROOF TRUSS DMF ON LATH/FRAME ti DMF ON BLOCK 8" SIDE ELEVATION -FRONT ENTRY C SCALE: V8'> I' -O" ' 0 12" DMF RETURN ON LATH/FRAME DMF RETURN @ ENTRY 8" DMF ARC FIBERGLASS SHINGLES DMF ON BLOCK 0— DRYER VENT °" LEFT SIDE ELEVATION FIBERGLASS SHINGLES 6"W ETCHED DMF BANDS I -----w/ KEYSTONE DETAIL _ FLAT OSB SOFFIT w/ DMF 12 UNDERSIDE OF ROOF TRUSSES �6 I 8"W DMF R ARCH I I I I DMF ON LATH I I 6"W ETCHED DMF BANDS FRAME 11 1 w/ KEYSTONE DETAIL I� F -7I RIGHT SIDE ELEVATION D SCALE: V8" = I'-0" CONVENTIONAL FRAME HIP ROOF w/ 2x4 *2 SYP @ 24" D.C. V \ ✓.r.. v.• v. .. . r. r . it u.r� � _ DMF ON BLOCK _ J'-4" 1 5'-8" 1 1 1'-4" 1 14'-0" FRONT ELEVATION SCALE: V4" _ l'-0' 'DMF RETURN LATH/FRAME DMF RETURN @ ENTRY T/PLATE T/ 2nd FLOOR T/ BRG.HGT. 0 0 w z Ua q �djj o � � moo Lu:Szz w�i o LQ LLu iv V) a Lu N Z w Q O Lu Q a�Q o 9 C,U�fZ} O La�zwQU N �od- ��v� O C! U L awl $�� U w uj U Q) z en QZw ow 0 0 J LL_ ca CD 0 z 4 Ln r <c rn 0 CD .a Ln 0 0 v 0 0 I N r__ Cl - Z i -.n N Q Q � CQ (r) w w { pyy o (4-0 7) ,:,: b 1 0,0 4 ' M Donald C. 'Roberts AM 141AR 1 92004 SHEET: I -BI FOUNDATION PLAN WINCHESTER REV I AAaronda Home SLAB/PORCH LOCATION 30=0" I I� 8" x 8" POURED CONC. MONO FOOTING 1 SWI (1) #5 BAR 3 1/2" CONC. SLAB I NWC f 'c2500 PSI REINF. I 1 N WWF. 6X6XW 1.4XW 1.4 , 1 O w , o I O I I I I I I I � I 1 I 1 I I I i 1 i I AR ( GENERAL FOUNDATION_ NOTES: ALL FOOTING REBAR SHALL BE CONTINUOUS (2) #5 BARS GRADE 40 STEEL w/ 3" MIN. COVERAGE, U.N.O. ALL VERTICAL REBAR, DOWN REBAR, DOWEL REBER AND BOND BEAM REINFORCEMENT SHALL BE K5 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 ALL CONCRETE GROUTED CELLS FILLED w/ 3000 psl 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. TYPICAL CONCRETE SLAB: 3%2" DEEP POURED 2500 psl CONCRETE SLAB w/ 6x6 /0/ WIRE OR FIBER MESH ON VISQUEEN VAPOR BARRIER w/ ALL JOINTS TAPED OVER CLEAN COMPACTED (2000 psf, MIND TERMITE TREATED FILL. SEE DRAWING " FPI FOR UNDERGROUND PLUMBING AND MECH. CHASES FOR LOCATIONS 3-0 x 8-0 CONC. PAD ■ ( -0 x 4-0'r- ONC. PAD ■ I 4'-0" nI, I� . ERV-fBE—DOOR \std sheets 125r\win-125r.002 Oct. 21, 2003 14: and-rw I z 0 0 o A2 1%2" RECESS FOR S A2 LQ FTG SLIDING GLASS DOOR FTG FTG D ( �P j LOCATION OF ISLAND CABINET co0 a � N I A2 II II � o FTG WWW 0 CD Wow u- �w3 �o q w ham. vLA- CD to L v Lij PVC FOR WNW N zz W LL -CC Q Q Lu Q IQw�4 II ELECT. CHASE 0 U Q N i.n N II m8� o II C U � O ■ I N _____ _ -- — — — — —— -- — --- — — — — -- — — — — — - — — — • 6H oz::,zm cn�w a oW I �i 30x80 II I I-_�II `"..' CONC. PADS i.. N I H Q Q FTG ( FTG © C) LCQw L� �� `° ■ `r — - G CC B�A>; ALL � 7SLAB W � nIn lC EDGE Domdd MAR 1 0 2004 0 SHEET: 2 8M -6 A2 Y I ■ I I I W I• o I� I G2 N T FTG I N ■ I ■ SLAB EDGE .� R A2 r` FTG I FTG 0 I z 0 o LQ D j co0 a � N � o WWW 0 CD Wow u- �w3 �o q w o cr vLA- CD to L v Lij WNW zz W LL -CC Q Q Lu Q IQw�4 a Z 0 U Q N i.n m8� o C U � O o oz::,zm cn�w a oW `"..' N Q Q © C) LCQw Z � o W lC Domdd MAR 1 0 2004 SHEET: 2 \win chester4lstdlwin4-std.ftg Oct. 21, 2003 14:53:38 P.T. FURRING �(AIC AREA (l) *5 REBAR FULL -HOT. IN FILLED CELL llJ *5 REBAR FULL HOT. IN FILLED CE ONLY) (I) *5 REBAR FULL HGT.IN FILLED CELL (IJ *5 REBAR FUL HOT, IN FILLED LL I --(AIC AREA AREA ---(AIC AREA AREA 8"CONC.BLK * (l) 5 REBAR FULL GT, IN 8" CONC. BLK 8'CONC. BLK ONLY) ONLY) FILLED CELL. 62 24" C. 8" CONC. BLK �- 8" CONC. B *5 REBAR w/ D. HOOK *5 REBAR w/ STD.HOOK *5 RE w/ STD. OK 05 REBAR w/ ,v/ RHOOK w *5 REBAR OUND VERTICAL DOWEL (TY .) z w TD HOOK ? W ST Z5 3V2" CONC. SLAB N u,9\ 12" CONC. SLAB � in 6 312" CONC. SLAB N cl �n 312" CONC. SLAB N N 312" C C. SLAB FIN. Ist c FIN. lst N w FLOOR SLAB w FLOOR SLAB OR OE I _ _ — _ _ _ — OR DE OR DE GR DE GR DE(2) R *5 REBAR EBAR NGAGE - (2) *5 REBAR 2) *5 REBAR 16"!6" I'-312" I'- oNOTE: L BLOCK TO BE HIGH STRENGTH (fm ,000 Ps1) GARAGE 2 -STORY RY TYPICAL 2 -STORY TYPICAL I -S RY EXTERIOR 2-S RY SCALE:1z" • I'-0" : V2" - 0" NOT USED SCALE: 12" • I' 0 SCALE: 1z" • 0"CD NOT USED Z SCALE:12"- 0" NOT USED � Q N W P.T. FURRING (A/C AREA ONLY z 8"CONC.BLK WOOD POST, SEE FLOOR P 2x4 STUD WALL PANEL 2x4 STUD WALL10 PANEL Q a 3 (2) *5 REBAR FULL N IN FILLED CELL. PLACE XT TO FACE OF SHE / " SEE STRUCT ALL SCHEDULE N INFO SEE STRUCT. WALL SCHEDULE ON INFO SEE STRUCT. WALL SCHEDULE ON INFO a -, 2 CLEAR ITYP.J SHEET * RI FOR WALLA ACHMENT # SHEET TRI, FOR WALL ATTACHMENT SHEET *TRI, FOR WALL ATTACHMENT N a � W —(2) *5 REBAR /STD. HOOK � *5 REBAR ROUND VERTICAL 2x4 T. WD. P TE 2x4 P.T.WD. PLATE 1" 2x4 P.T. WD. PLATE O o d DOWEL( P.l 312" CONC. SLAB 312" CONC. SLAB LEDGE SETBACK 312'CONC. SLAB WALL, SEE PLAN civ 3V2" C C. SLAB 312" CONC. SLAB Q o GRADE � N FIRST FLOOR _ _ - _ _ _ ___ z FIRST FLOOR _ _ _ _ _ _ o FIRST FLOO GARAGE - - - - -- FLOOR_ _ Zv o FIRST FL00 GARAGE FLOOR— o (2) * R R SEE RE AS REQ D, SEE 16 (2) *5 REBAR !6 lI) *5 REBAR, CONT. FND. PLAN FND. AN l2J *5 REBAR l6" I' -3V2" !'- NOTE: L BLOCK INTER/OR BEAR/ NG ST INTERIOR BEAR/ NG I SCALE: V2" • l' -a' STEP/BEAR/ NG H SCALE: %2" STEP/NON—BEAR/ NG SCALE: V2" - l'-0" TO BE HIGH H ,000RY EXTERIOR 2 S SCALE: 12" = 0" NOT USED SICALE: %2" • 0" NOT USED I I I LQ I I i Q 8" CONC. BLOCK, 8EYi0ND I I 8" CONC. BLOCK, [� PROVIDE 112"x 512" I RECESS AT SLIDING I I PROVIDE %"x 1114" i f�BEYOND RECESS AT GARAGE GLASS DOOR I DOOR -I *5 Q 31z'" CONC. SLAB 31z" CONC. SLAB (I) REBAR I DRIVEWAY 3%2" CONC. SLAB 3%2" CONC. SLAB 3/2 4 CONC, S N LEO'(2 (2) *5 REBAR (l1 *5 REBAR ORYST Y) o � �` � Q T H/ CK'N EDGE RECESS � SLI DER T H/ CK'N EDGE/GARAGE T H/CK'N EDGE/BEAR/NG N SSCALE: %2" - !'-0" R SCALE: 12" • l'-0" P SCALE: Vp" • 1'-d' SCALE: %2" - I'-0" NOTE: THAT IN LOCATIONS 8" CONC. BLK EE FL00 PLAN EE FLOGIE FOR PIE WHERE THERE ISA 5 REBAR 1N THE 8 FOR PIE SIZE TY .WALL ABOVE, THE MUST BE -— - — - — *5 CONC. BLK REBA INTHE ST ALL 5 RE IN THAT W LAP THE 5 *5 REBAR N t ACH WABAR_ FI I 2" FIN. 1st WALL BLAB OR 25' TOP ABOVE CIL RSE W *5 REBAR w/ I I I f �4-'-a� ( . W FLO SLAB ( 312" CONC, SLAB N w FLO R SLA N? ST . HOOK o 46'0.C,, U.N.O., U SEE NOTE a (2) *5 KEBABS na (I I > G� "— I10r tZt� G.�JtJBbi 4 �r � Q � Z ni • z N � 0 4 (2) *5 REBAR _ MAR 9 0 2004 SEE SEE 0 FND. PLAN FND. PLAN I'-8" SHEET: PIER DETAIL #2 PIER DET #/ DESIGNED STEMW�. FOOTING TO 48"H/GH MAX TYP. FOOTING CORNER FTG SCALE: 12" • 1'-0" SCALE: 12" - 1'-0" U SCALE: 1z" • /'-0" NOT USED SCALE: 1z" • 0" \win chester4lstdlwin4-std.ftg Oct. 21, 2003 14:53:38 lmechan1ca1lflwchestp-r.fp1 Oct. 21, 2003 1 M b 21'4% TO SOIL STACK, VAN. DRAIN & 4" PVC A/C CHASE 19'-8%6"TO POWDER RM, WTR.CLT. I_ 7'-II%4" TO ISLAND SINK I , I I 1 I KITCHEN SINK 1 ; LAUND. I I I 3n I I 1 I I I CIH 1 z ELL (UP) i I zQQ Q 12 ° HOT I I I r KITCHEN ( � o ELL (UP)I I I/2 ' o GREAT ROOM w N 3/" HOT 3Y4 HOT !1 " HOT I3/"HOT3' ~ Lo �2N HO _ _ _ _ %' COLD 3� °COLD r 1"COLD-------I"COLD o l" ~rj-- - ------ —�— CPLD T 3/ COLD (� 3" I,t I ii •N I ca I I I 45 -ELL �,� WYE ELL IDPHI f�---------- `-- 2" I7'-73/4„ %2 i 4 i 2„ 4 YE 45 -ELL WYE I ( L ` 45 -ELL I 4" PVC A/C CHASE E i o LAJNL 4. H C �o z `� ---------- 2. U 8" ELL (UP) 1211 I "COLD SERVICE- - - �- 7 I UNDER SLAB PLUMBING m FRONT BLDG. 4" DRAIN 4" DIA. MAIN BLDG. - y 4" 4"1FRONT BLDG. .&/ SEWER WATER LINES COLD-------� HOT - - • 1 N I, FLOOR PLAN WINCHESTER R E1( 30 `- o" LrLAwAarondal SLAB/PORCH LOCATION r LL EXTERIOR WALLS SHALL BE CONSIDERED SHEAR WALLS MINUS LL WINDOW AND DOOR OPENINGS. XTERIOR WALLS TO BE 8318"CONCRETE BLOCK w/ P.T.FURRING 'TRIPS IN A/C AREA. VTERIOR LOAD BEARING WALLS TO BE 3V2"WOOD FRAME WALLS. VTERIOR NON -LOAD BEARING WALLS TO BE NOMINAL 3%' MTL STUD,U.N.O, LL WOOD NOT SEPERATED FROM AND/OR IN DIRECT CONTACT WITH ONCRETE OR MASONRY SHALL BE "PRESSURE TREATED WOOD, EE LINTEL SHEET FOR LINTEL SIZES OVER WINDOWS AND DOORS, 'RECAST LINTELS BY CAST -CRETE. LL COMPOSITE BEAMS OVER WINDOW AND DOOR OPENINGS ARE TO BE 'NOMINAL WIDTH AND 16"NOMINAL HEIGHT, U.ND, THE 16" NOMINAL HEIGHT SHALL CONSIST OF AN 8' TOP COURSE (LINTEL BLOCK) FILLED w/ '000 ps1 CONCRETE W/ (I) GRADE 40 CONTINUOUS HORZ. "5 BAR AND AN 'HIGH STRENGTH PRECAST LINTEL LOWER COURSE WHICH SHALL BE 'NFILLED,U.N.O. FOR FILLED PRECAST LINTELS,USE 3000 psl CONCRETE 1/3/' AGGREGATE.FOR REINFORCED PRECAST LINTELS,USE GRADE 40 EINFORCING STEEL. 'ROVIDE SAFETY GLAZING AT: ALL WINDOWS OVER BATH TUBS. ALL WINDOWS WITHIN 24'OF A DOOR SWING. ALL SLIDING GLASS DOORS. ALL FIXED GLASS LITES OVER 30 SOFT, ALL LITELS WITHIN 18'OF THE FLOOR AND IF LARGER THAN 9 SO.FT. ALL SHOWER ENCLOSURES. 'ROVIDE AFCls (arc -fault clrcult Interrupters) IN ALL DWELLING UNIT IEDROOMS PER NEC, SECTION 210-33 'HE PRESSURE RELIEF VALVE FOR THE HOT WATER HEATER WILL BE IISCHARGED OUTSIDE,BE AT LEAST 6"ABOVE GRADE AND UNTRAPPED. 'HE A/C DISCONNECT WILL BE LOCATED WITHIN 3 FEET OF THE OMPRESSURE. LL PLUM8ING,ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE OMPLETE INSPECTED AND APPROVED BEFORE REQUESTING THE 'RAYING INSPECTION: FBC 105.6 AMA OR WDDDMA OR OTHER APPROVAL LABELING FOR MANUFACTURER V COMPLIANCE WITH: ANSI/AAMA/WWDA 101/15297 LL BEDROOM WINDOWS ARE CONSIDERED EGRESS UNLESS 'THERWISE NOTED s MAX. POSITIVE WIND PRESSURE PENING PRESSURE SYMBOL: -XX,X MAX. NEGATIVE WIND PRESSURE SOUARE FOOTAGE:2 STORY \std sheets I25r\win-125r.003 Oct. 21, 2003 14:53:49 �t SEE DRAWING " ELI FOR ALL ELECTRICAL FIXTURES, OUTLETS, SWITCHES, CABLE TV AND TELEPHONE ■ HB 4-0 x 4-0 CO C. PAD RECESSED P/C N LINTEL ■ 5'-10" _ FT730'-0 OPT. 10-0 x 30-0 OPT. /0 -Ox /8-0 13'-4" PORCH PORCH l8 O , 40'-O' 191-10" 7'-0' 12' p" 14'-5V2" 7-0 x 4-0 s ( CONC. PAD -30.55 34 SH � s 3-0 ARC dpnvF -30.55 6-0 x 6-8 SLG'D I 8'-10 2f` ' 10, -,g 3..5.5 23 SH I °p I ST FLOOR LIVING 1358 SO. FT. • 2 ND FLOOR LIVING 1646 SR. FT, TOTAL LIVING 3004 SO. FT. Ct GARAGE AREA 402 SO, FT. P/C LINTEL FILLED COVERED ENTRY 16 SO. FT. a TOTAL AREA 3422 SO. FT. \std sheets I25r\win-125r.003 Oct. 21, 2003 14:53:49 �t SEE DRAWING " ELI FOR ALL ELECTRICAL FIXTURES, OUTLETS, SWITCHES, CABLE TV AND TELEPHONE ■ HB 4-0 x 4-0 CO C. PAD RECESSED P/C N LINTEL ■ 5'-10" _ FT730'-0 OPT. 10-0 x 30-0 OPT. /0 -Ox /8-0 13'-4" PORCH PORCH l8 O , 40'-O' 191-10" 7'-0' 12' p" 14'-5V2" 7-0 x 4-0 s ( CONC. PAD -30.55 34 SH � s 3-0 ARC dpnvF -30.55 6-0 x 6-8 SLG'D I 8'-10 2f` ' 10, -,g 3..5.5 23 SH I °p 0 IN 9 i i • i i i • ci- i Ct RECESSED P/C P/C LINTEL FILLED Q LINTEL FILLED no o VINYL STOP � 120'-IIVq" `LJ' Q Ltj 17'-8" Q Pr FAM/LY ROOM BREAKFAST NOOKb , KITCHEN w Q W CARPET w/ 6-0 CEIL. VINYL w/ 8-0 CEIL. , VINYL w/ 8-0 CEIL. V T ■ � 2-0 x 5-0 DDI W � ISLAND J FJ t .. ... F � JZ.J'"J: o", d 1 N I 3'-I„ _6 „ N 3070 3070' OPENIN,'- OPENING ■ ( SH (3) H. HALLWAY 7Ll2'-212" IIN YL w/ -0 CEIL. e SPA 1NY w/{ UNDRY POWDER M C L' NE INYL w/ V� D VINYL w/'Q " C LL m -0 CEIL. 7-0 CEIL:'-l0 8„ �? 6'-SV8" 3'-7" 3'_0„ - — - — DRYER VENT THRU WALL COM 24"x 18" RETURN AIR GRILL , I (5) H. ' MOUNTED IN CEILIN �',� I —I ■ — - •o• x 3%8" MET. OPENING l2) 2X8 070 3070 OPENING HDR BEARING WALL STUD WALL cn a, � HALLWAY ) 2X8 HDR VINYL w/ 3' I" CONC. SLAB EDGE N 2x4 WD. ALL 7-0 CEIL. et1 VINYL STOP 2-6 BIFOLD � I S & R WALL UNE, N ABOVE 2640 OPENING I 2x4 WD. WALL i STORAGE,DRYWALL GARAGE UNDER SIDE OF I CONC.w/ 8-0 CEIL. STAIR AND WALLS, �— VINYL STOP CARPET FLOOR � a W ` I N CONC. SLAB EDGE 42" HIGH SLOPED WALL LI V I NG / DINING ABOVE TREAD CARPET w/ 8-0 CEIL. - r — - — - — - — - — - — - — - — - — FAF LL 3' I"14' -2V8' 3 17'-318„ FOYER `� I 20'-7%" 17'-8%" 7%" I I OPEN ABOVE W 16'x 7- O.H.GARAGE DOOR' I /Q#CZ QCQAQj P/C I IA17-9'1 P/C LINTEL FILLED ■ ■71■ ■ • i ■ • 0 IN 9 l�1 i M 8 MAR 10 2004 SHEET: ci- Ct Q Q Ltj Q 0 w Q W V W � J FJ t .. ... F � JZ.J'"J: o", l�1 i M 8 MAR 10 2004 SHEET: 10'-/0" END 5'-4" SINK 5'-6" 2„ CAP 14 TREADS @ 9%2" ATTACH STAIR TO STEEL JOIST w/ "8 SCREWS @ 3" O.C., STAGGERED ZZ ? 2x4 WD. STUDS �/ \Z x x, @ 16" O.C. �o %" Rl 2x4 WD. STUDS i3 c9 @ 16" O.C. l"WD.TR „ W 2x12 STRINGER _ T/ LATE T/ 21 T/ T/ Ist FLO DESIGN LIVE LOAD (LL) - 40 psf PRE -ASSEMBLED STAIR FINISHED EDGES END CAP 4'-2' END AP END CAP N FOR COUNTERTOP CONSTRUCTION ONLY, NOT FOR FIELD USE KITCHEN COUNTERTOP PRE-ENGINEERED TRUSSES @ 24" O.C. 1p 2'-l" END CAP W4830 GFIOUT ET Ci UNDEF MIRROR i BIS 30" VANITY 30" VANITY 5'-/„ END CAP \ b OPT.2nd VANITY BOWL MASTER BATH 30" VANITY 30" KNEE HOLE 4�,_ p„ DRAWER END CAP END b CAP LIGHT RAR PFR DE: 30" VANITY END CAP CENTER BOWL 21-6" HALL BATH AND BEDROOM "2 BATH LIGHT BAR PER DESCRIPTION OF MATERIAL 848 S830 B30 PED. SINK KITCHEN ELEVATION n KITCHEN ELEVATIOND � POWDER RM. ELEV n„nr, r nn B ELEVATION, __7 DOTTED 126 ? 2x4 WD. STUDS �/ \Z x x, @ 16" O.C. 2x4 WD. STUDS LIGHT RAR PFR DE: 30" VANITY END CAP CENTER BOWL 21-6" HALL BATH AND BEDROOM "2 BATH LIGHT BAR PER DESCRIPTION OF MATERIAL 848 S830 B30 PED. SINK KITCHEN ELEVATION n KITCHEN ELEVATIOND � POWDER RM. ELEV n„nr, r nn B ELEVATION, __7 DOTTED 126 BUILDING SECTION )MF ?CH w/DMF )ERSIDE ,'SES CAR36 DB24 RANGE B36 REFRIG SPACE SPACE KITCHEN ELEVATION p '_LER WC2430 B21 DW SB36 B12 CAR36 KITCHEN ELEVATION n 2x4 WD. STUDS @ 16" O.C. 2x4 WD. STUDS @ 16" O.C. _ „ W A FLAT EK .OS SOFFIT 0 V U DRYWALL OF ROOF TRU ,d FLOOR DMF ONS 3R6. HGT. LIGHT GUAGE METAL JOISTS (2 241 O.C. LAT FRA VE •� "DRYWALL ON 4 P.T. FURRING o ON 8" BLOCK "DRYWALL ON ' DMF ON P.T. FURRING w ON 8" BLOCK 2x4 WD, BL CK BEARING WALL a o N � DRY ALLNDER 1x8 WD. CAP )R SLAB _ �_ TAIR e,e' e. 1e ee' a e' e' e' e' 4' e' A e' e' e' e' e' e' e' e• e` e' e' e' , e' . e' , e' e' e• a a !a +a BUILDING SECTION )MF ?CH w/DMF )ERSIDE ,'SES CAR36 DB24 RANGE B36 REFRIG SPACE SPACE KITCHEN ELEVATION p '_LER WC2430 B21 DW SB36 B12 CAR36 KITCHEN ELEVATION n FLOOR FRAMING N=S.- OTES:l2" DESCRIPTION MEMBER SIZING QUANITY 1,91LIGHT GUAGE STEEL FLOOR JOISTS (14go.) FLOOR CONNECTORS., RI -RIO 0 MAX. 24" O.C. w/ 12" LIGHT GUAGE STEEL 10TD24 16go., 50 ksl 13 RIM TRACK (16gaJ # LPTA, SEE DETAIL E/WS-SI GIRDER MINIMUM *10 SCREW EDGE DISTANCE AND SPACING [ WEB STIFFNER w/ (3) *10 -16 x %' SCREWS 43'-103/" IS 516" AND %" RESPECTIVELY. THESE DIMENSIONS G2 GIRDER 12" TDW5 14go., PUNCHED ARE MEASURED TO THE CENTERLINE OF THE SCREW. 0 TYPICAL ATTACHMENT TO BEARING WALL - G',j GIRDER w/ (3) *10-16 x I%4" SCREWS. SEE DETAIL DI/WS-SI I DESIGN LOADS: 6'-5%4" /R-CAPt12" TSB 16ga.(1200T125-54), 33k61.) G4 LIVE LOAD - 40 psf ][ STEEL JOIST AND CONT. I%2" x I%2" x 16 ga. e DEAD LOAD - 12 psf PLY -1.43'-103/" / PLY -2 -22'-I%2" SUPPORT CUP AT PANEL JOINT, ATTACH w/ JOIST TOTAL LOAD - 52 psf 12 (l) *10-16 x %' SCREW c 12" O.C. 43'-103/" - J2 SEE DETAIL G2/WS-SI I2NTDW514go.,PUNCHED DEFLECTION: LL - L/360 FB SOLID WOOD FIRE BLOCKING SEE DETAIL F/WS-Sl. - TL -L1240 LADDER BLKG 12" TDW5 16go., UNPUNCHED 20 ROOF LOADS ASSUMED TO BE BEARING ON RIM TRACK, 2%" LEG UP - PERIMETER WALLS ONLY. SOLID BLKG 12"TDW5 I6ga.,UNPUNCHED 5 FLOOR SHEATHING: %/ T&G WOOD DECKING GLUED AND SCREWED X - JOIST LOCATION W1 w/ *8 SCREWS, 6" O.C. EDGES & ION O.C. FIELD C - 1%2" x 112" SUPPORT CLIP LOCATION FLOOR FRAMING: SEE LAYOUT FOR LOCATION # 4 ITEM DESCRIPTION MEMBER SIZING QUANITY LENGTH REMARK RI -RIO RIM TRACK 10TD24 16go., 50 ksl 13 SEE DECK FLOOR PUNCHED TABS 0 24" O.C. G'I GIRDER 12'TDW514ga.,PUNCHED 2 43'-103/" - G2 GIRDER 12" TDW5 14go., PUNCHED 2 22'-P - G',j GIRDER l2" TDW5 14go., UNPUNCHED I 6'-5%4" /R-CAPt12" TSB 16ga.(1200T125-54), 33k61.) G4 2 -PLY GIRDER 12" TDW5 14ga., PUNCHED 2 - PLY -1.43'-103/" / PLY -2 -22'-I%2" J/ JOIST 12"TDW514go.,PUNCHED 12 43'-103/" - J2 JOIST I2NTDW514go.,PUNCHED 3 Lh 25'-l0%" - IBI LADDER BLKG 12" TDW5 16go., UNPUNCHED 20 I'-10%8" - SBI SOLID BLKG 12"TDW5 I6ga.,UNPUNCHED 5 VARIES - W1 WEB STFNR 4" TSB 14go., (400T125-68) 33 ksl 20 0'-1I%" SEE LAYOUT FOR LOCATION # NESTED JOIST 12" TDW5 14ga„ UNPUNCHED 39 1'-0" Q LPTA CONNECTORS/RIM TRACK OSB ON RIM TRACK 12'x 8' 21 12" HIGH 4-PCS.IN 4'x 8' SHEET (5.25 SHTS) CONT. CUP 112" x I%2" x 16 90-, 50 ksl 3 VARIES I FIELD APPLIED 2x4 *2 SYP FRAMED WALL W/ 2x4 25 GAUGE FURRING WALL (NON-STRUCTURAL) STUDS v 16"011 CENTER FA3 v EA, END & 2'-0' O C. RT3 TO BOT OF EA. STUD TO PLATE 2x JOIST SEE J015T LAYOUT FOR TYPESIZE AND SPACING 2x4 $2 SYP P.T. BOT. PLAT E CAUJ.WALL� I 0 d FRAME T 0 C.M.U. WALL 0 ENTRY fOc200r�slruotVramecmu conn dgn 22 SHEETS - 4x12 SHEAT H1NG 22 SHEETS - 4x8 SHEATHING j U 0 o li j U R W o a - N 4 4 N 1 V) o L :ro L ��� aM'oZz 0 Lw Y U (oLr)�v w LQ CC Lu �NW o Q U- O 3 �gLu� o LQ U '(s, g O_ jQ N o �goa- v tD zmU� Q z o Z,-3 Ey 9 beo O pzui Q O. rNn LQ U_ o ` moo Q-. cz ztm z �QW ow <C N Q O b O �1 Qqo� AL1 o z h Q SY'Stemz ,RAS 1 � ani i:,.,�r'1..i. �'�.. ._rad .✓,�,� � D011ald C. 6 obab g's Cri,ltn' ni'17r MAR 10 2004 SHEET: FDO Lh C 0 w oLl- 12'-0 22 SHEETS - 4x12 SHEAT H1NG 22 SHEETS - 4x8 SHEATHING j U 0 o li j U R W o a - N 4 4 N 1 V) o L :ro L ��� aM'oZz 0 Lw Y U (oLr)�v w LQ CC Lu �NW o Q U- O 3 �gLu� o LQ U '(s, g O_ jQ N o �goa- v tD zmU� Q z o Z,-3 Ey 9 beo O pzui Q O. rNn LQ U_ o ` moo Q-. cz ztm z �QW ow <C N Q O b O �1 Qqo� AL1 o z h Q SY'Stemz ,RAS 1 � ani i:,.,�r'1..i. �'�.. ._rad .✓,�,� � D011ald C. 6 obab g's Cri,ltn' ni'17r MAR 10 2004 SHEET: FDO SEE DRAWING * EL2 FOR ALL ELECTRICAL FIXTURES, OUTLETS, SWITCHES, CABLE TV AND TELEPHONE 7'-011 81-8780 4" sf ' 25 SH -30.55 EGRESS 40'-0' 11'-6V2" s 35 SH -30. EGRES 10'-6" /0'-/" N.67f 25 SHEGRESS ;J 7'-1%" F -Ts -r -i35 SH 64,'8 FIXED PICTURE N_30�5 35 SH EGRESS w 6�RND,A80VE EGRESS -30.55 DMFON 2x8 WD. STUD WALL, MATCH BLOCK 7 " THICKNESS BELOW M-355 12'-OV2" I` !0'- %4" T 10'-03Y4„ ' W ARCH 5`8' 14'-0" IT In 8'-4" GENERAL FLOOR PLAN NOTES: LL EXTERIOR WALLS SHALL BE CONSIDERED SHEA ACLS MINUS ALL WINDOW AND DOOR OPENING. LL EXTERIOR WALL SHALL BE 4"THICK-CONSISTING F 2x4 *2 SYP. STUDS AND%2" OSB SHEATHING, YPICAL U.N.O. 'ROVIDE AFCls (ARC -FAULT CIRCUIT INTERRUPTERS) I ALL DWELLING UNIT BEDROOMS 'ER NEC, SECTION 210-33 z o 0 (2) 2x6 HDR T8 PH S R (2) 2x10 HDR (2) 2x6 HDR o Q MST. BATH 4 � VINYL w/ N N N o 8-0 CEILQb oq `n 2x4 BLOCKING OPT.SINK VINYL STOP a w 9 g CD 2x4 NAILER � W � MC \ 3070 t URVED O /2 M w CD ARCH CD z U W N N BEDROOM *2 BEDROOM #3 SOWN 4 uj LLJ Z O S & R CARPET w/ 8-0 CEIL. 221 � CARPET w/ 8-0 CEIL. U 3'-8' A QZ �/ 0 0 Qb Z_ OJ• C N N a 3-B x S B S R 3'-I" 2'-3" 4'-33/ " l�„ N CA BATH 2 S & R TB VINYL w/ 8-0 CEIL. N S & R 2-6 VINYL STOP N A 4-0 BlFO D PH v 2-6 A' - S& R ' � ti W O 3" x 36'x 32" A F. c Ot o HA11, 1, A/C PLATFORM o � CARPET w/ �' \ S & R O 8-0 CEIL. M 2648 2648 Q 4-0 81F0 D S & R m PH F1 I 2-6 a VINYL STOP N (5) SHELVES �' 8141 b m LL 36" x 36 "" X 32A.F.F. A/C PLATFORM W \ 5-0 22" x 36" / 3070 OPENING 9IO/4 BEDROOM *4 W \ BIFOLD ATTIC ACCESS / CARPET w/ 8-0 CEIL. \ 5'-4" s° / 3,_l.. 3,_8/8" 3'-I%8'a IO' -!0%8" `° s o N CURVED / 24" x I8" RETURN b N N -30.55 \ -� -, / �v� — —ARCH BATH I — — —_4ACE OF VINYL w/ DFCK AND AIR GRILLE s FLOOR STAIR 8-0 CEIL. N I I 42" GH N N i I SLOPE ISLOPE r 3:/2 I 13:12 0 Q WD. HANDF AIL ATTACH MTL. STUDS TO MASTER BEDROOM I FACE OF STL. JOIST CARPET w/ 9-0 CEIL. N i I = LOFT CARPET w/ 8-0 CEIL. I I I I 18'-0%" i -- — — — — — — — — —— 61-5V211 � 14 -2/8„ / N OPEN TO BELOW 4„\\ 3�„ 4” / DRYWA \L (2) 2x12 HDR LED E \ (2) 2x10 HDR s (2) 2x12 HDR ;J 7'-1%" F -Ts -r -i35 SH 64,'8 FIXED PICTURE N_30�5 35 SH EGRESS w 6�RND,A80VE EGRESS -30.55 DMFON 2x8 WD. STUD WALL, MATCH BLOCK 7 " THICKNESS BELOW M-355 12'-OV2" I` !0'- %4" T 10'-03Y4„ ' W ARCH 5`8' 14'-0" IT In 8'-4" GENERAL FLOOR PLAN NOTES: LL EXTERIOR WALLS SHALL BE CONSIDERED SHEA ACLS MINUS ALL WINDOW AND DOOR OPENING. LL EXTERIOR WALL SHALL BE 4"THICK-CONSISTING F 2x4 *2 SYP. STUDS AND%2" OSB SHEATHING, YPICAL U.N.O. 'ROVIDE AFCls (ARC -FAULT CIRCUIT INTERRUPTERS) I ALL DWELLING UNIT BEDROOMS 'ER NEC, SECTION 210-33 z o 0 ?E -EN TRUSS S o Q � N o oq 2x4 BLOCKING :' �z 9 g CD 2x4 NAILER � W � w CD k v W CD z U W N N SOWN 4 uj LLJ Z O 221 � N U MASTER BEDROOM EL.FVATION Nwl" %2" DRYWALL 2x BLOCKING CENTER 0 36" OFF TOP OF TREAD HANDRAIL *8 x 2V4" LG. SCREW TO ATTACH RAIL TO ROSETTE COUNTER SUNK FOR *8 x 2V4" LG. (I) TOP AND BOTTOM 2x STUDS Q OSETTE TO BE ATTACHED TO WALL RAIL ATTACHMENT TO WALL BALUSTERS MODEL *5070 Q 5" O.C.,CUT TO FIT SPINDLE MUST BE INSTALLED WD. HAND RAIL SO A 4" SPHERE CANNOT PASS BETWEEN ADJACENT UNITS cz)� Lo �pZ U O UA '8 U ren moo c� Q- Ut�pLq Cop mow 1x8 WD. CAP 2x4 STUD WALL ALIGN w/ STRINGER Q 03/q" \ 2x12 STRINGER WD, TREAD N o Q o F Ou V2" OUART'R ROUND Vi o SECTION A v �' 3'-P'w i STAIR R.O. t Q W F 9VERALL STAIR WIDTH I I IIrYs?r:e;I, s�r� c it ';;)r. a l0vay E 1x8 WD. CAP II ` l'- 3277ll' A STARTING NEWEL POST I it M � II z V4 ROUND TRIM, b _ U TYP. I II I II 1x8 WD. CAP I II I D. TRIM I o II (2) 4V2" xV2" LAG BOLTS Allo u Ix WD. TRIM STAIR DETAILS SCALE: 3/" - I'-0' fbc2001\stair\str-opnralll.dgn MAR 1 0 2004 SHEET: And OSB FLUSH WINCHESTER REVERSE WALL NO.1 TYVEK ;1191-01 WINCHERTER REVERSE WALL NO. 4 FELT 6'-5%4" 6" 5'-3%4" 8" 5'-11V4` WINCHESTER REVERSE WALL NO. 7 TYVEK OSB +3 /; WINCHESTER REVERSE WALL NO. 2 TYVEK 3%2" -1 _ 15'-6%2" OSB FLUSH WINCHESTER REVERSE WALL NO. 5 FELT m 14'-7" 4'-0" 2x12 HDR cn N �n N i!- A 111 41-4%111 if / } c� ca h Imo- � Q 7 6" 5'-3%4" 8" 5'-11V4` WINCHESTER REVERSE WALL NO. 7 TYVEK OSB +3 /; WINCHESTER REVERSE WALL NO. 2 TYVEK 3%2" -1 _ 15'-6%2" OSB FLUSH WINCHESTER REVERSE WALL NO. 5 FELT m 14'-7" 4'-0" 2x12 HDR cn N �n N i!- A 111 41-4%111 if 41-4Y811 OSB FLUSH DOUBLE TOP PLATE ROOF FRAMING (6)10d NAILS La 3" O,C, TOP PLATE SHALL BE SPLICED AT LEAST 48" FROM BOTTOM SPLICE (6) IOd NA! 82 3" O.C. 10d NAIL a 16" O.C. AWAY FROM SPI ICE 3" 3" USP HoOp HURRIC AVE CLIP (6) I NAILS 0 O.C. ON EAC STUD 4/-0" DBL. TOP PLATE SPLICE CONN. fbc200I\struct\plspllceconn.dgn SCALE: %2" = l'-0" heets125r\win-125r.wpl Oct. 21, 2003 14:54:31 OSB FLUSH OSB FLUSH WINCHESTER REVERSE WALL NO.8 TYVEK 19'-7" OSB FLUSH OSB FLUSH REVERSE—WALL- 3 FELT 14'-6%2" 41-2Y8# lO'-4"We - 312" 2x12 HDR OSB + 31/2" ffY44 WINCHESTER REVERSE WALL WALL NO. 6 nnTYVEK N i!- A 111 41-4%111 if OSB + 31/2" ffY44 WINCHESTER REVERSE WALL WALL NO. 6 nnTYVEK OCO CLIC ATU/AII� NAIL W/ 10d NAILS '�—AT 4" O.C. 2X4 STUD POINT WHERE TWO PANELS MEET OSB SHEATHING B TOP CORNER DETAIL A SCALE: NTS 11 + OSB 2 6'-8" 17'-11%2" OSB FLUSH WINCHESTER REVERSE WALL NO. 9 TYVEK VOTES: '6d NAILS FASTENED i2 l2" O.C. BOTH SIDES FHERE CAN EXIST UP F0 A %2" WIDE GAP 4ETWEEN STUDS,WHICH 'AN BE SHIMMED IN THE =IELD, WALL JOINT DETAIL SCALE: %4' = 1'-0" �I O 0 �-3„ o �-6„ !8/�6 5/a l4/� 0 0 uj O Z) ro6 Q o c� L � C3 CLW ZZ :1Z W Ln N ��--z W uj ©U-� q Q O O �uj O q �q- CD Ly W LU dq ZD z m W ,s x'0()5 �t/I_ �' f 1, Ma 1A/, 3a,')fn,rd, FSI _3c:' � Donald C MAR 10 T1 OCO CLIC ATU/AII� NAIL W/ 10d NAILS '�—AT 4" O.C. 2X4 STUD POINT WHERE TWO PANELS MEET OSB SHEATHING B TOP CORNER DETAIL A SCALE: NTS 11 + OSB 2 6'-8" 17'-11%2" OSB FLUSH WINCHESTER REVERSE WALL NO. 9 TYVEK VOTES: '6d NAILS FASTENED i2 l2" O.C. BOTH SIDES FHERE CAN EXIST UP F0 A %2" WIDE GAP 4ETWEEN STUDS,WHICH 'AN BE SHIMMED IN THE =IELD, WALL JOINT DETAIL SCALE: %4' = 1'-0" �I O 0 �-3„ o �-6„ !8/�6 5/a l4/� 0 0 uj O Z) ro6 Q o c� L � C3 CLW ZZ :1Z W Ln N ��--z W uj ©U-� q Q O O �uj O q �q- CD Ly W LU dq ZD z m W ,s x'0()5 �t/I_ �' f 1, Ma 1A/, 3a,')fn,rd, FSI _3c:' � Donald C MAR 10 n �f- l-- O m CV (n S-3 BOT, - 401 1-1 BOT. = 38'-8%4' S-1 BOT. = 40' C2� �Cl FIRST FLOOR d- c} - u u _ m D O n �-- d• N n � O r el Om S-3 TOP -40' SECOND FLOOR `O N 17-8 8-4 14-0 -- -- -- _- -- -- -- -- -- J06 NUMB, R. WINs4 DRAWN 6Y : #ly DATE: 1-27-03 CUSTOMER: PITCH: 6/12 OH: 12" JOB NAME: WINCHESTER B 4 BEARING: 3.5" LOAD: 33* Psf O i N STRUCTURAL WALL SCHEDULE STUD OVERTURN ANCHOR-APPUEO AT WALL TO SLAB TOP BOT WALL ID CORNERS & BOTH SIDES OF OPENINGS OF STUD TO PLATE SIZE & SPACING PRODUCT BOLT TO SPECIAL PRODUCT PRODUCT SPACING GRADE SPACING CODE SLAG SIZE NOTES CODE CODE d 51 BOT. - d S4 BOT. 8" CMU -- -- -- -- -- u a V) d SHEARWALL SHEATHING TYPE NAIL SIZE a &SPACING c' -- __ L O Z. O Cl - C2 8" CMU -- -- -- _- -- -- -- -- -- -- TYPE MAX. UPLIFT TYPE UPLIFT TRUSS (8) 8d x 11/2" A HIP 2 965 (2)RT16 922 S1 TOP - 2 x 4 TOP PLATES (8) 8d /900 TOP PLATES (8) 8d — TRUSS 181 8d x 1 '2 /900 TOP PLATES (8) 8d TOP OF 7/1611 O.S.B. 8d NAILS v) TRUSS (8) 8d x V/2" 1089 (2)RT16 /900 TOP PLATES (8) 8d (2)RT16 — TOP PLATES (8) 8d TRUSS (8) 8d x 1 d- S4 TOP #2 SYP 161, o.c. -- -= SEE DETAILS SHEET (2)RT16 -- HCDPL4" EA. STUD EXT. SIDE o.c. EDGE, O TOP PLATE (8) 6d TRUSS (8) 8d X 11/2" A3 HIP PAN 1 1051 THJ26 1094 (2)RT16 1900 TOP PLATES (8) 8d HIP(7)10d-HEADER(16)16d JACK (5) 10d x11,2' — TRUSS (8) 8d x 11/2" 4 - ® Q �c a A4 HIP 1 984 — G" o. o. FIELD (2)RT16 1900 TOP ed — 3 2 — TRUSSL(8) 8(d8X — 16d NAILS A5 {�� 1 N 3 2 1039 (2)RT16 1900 TOP PLATES (8) 8d 3 2 — S5 TOP - 2 x 6 10d NAILS A6 HIP 1 /000 943 TOP OF O.S.B. 8d NAILS 10d NAILS S7 TOP #2 SYP 16" o. c. -- -- SEE DETAILS SHEET LPTA 1 EACH HCDPL EA. STUD4" DTH. SIDES O.C. EDGE. TOP PLATES (8) 8d O 1C, )I .SCI S'Yster 400.5 f ir0';dia Way =l! 1 FL 3277-11 (14,07) 321 . )Tt0,1 — TRUSS (8) 8d x 11/2" A8 HIP 1 /003 — 944 (2)RT16 1900 TOP 8d2TOP — — TRUSSLA8) 8Sd8X 6" o.c. FIELD HIP PAN l 999 — 1043 (2)RT16 1900 8d — I1 2x4 #F2 16" o. 0. _ __ 1 ��2"x5� q' 4' 0.0. 946 (2)RT16 1900 __ o O ¢ SPF SUR-RTSTUO VT I VALLEY TRUS I I I LTW12 '-0"O.C. 1 775 1 (12) 10d 2X4 S P.CONVENTION L FRA ED VALL Y STAR &1 4'-O"O.C. 1 775 1 (12) 10d ALL HARDWARE MANUFACTURED BY USP XXXX I ALL HARDWARE MANUFACTURED BY SIMPSON XXXX 2 ALL HARDWARE MANUFACTURED BY CLEVELAND XXXX TRUSS HARDWARE SCHEDULE : 2 TRUSS ID TRUSS TYPE QUAN. UPLIFT LEFT UPLIFT MID UPLIFT RIGHT LEFT STRAP FASTENERS MID STRAP FASTENERS TYPE MAX. UPLIFT TYPE UPLIFT TRUSS (8) 8d x 11/2" A HIP 2 965 (2)RT16 922 (2)RT16 /900 TOP PLATES (8) 8d /900 TOP PLATES (8) 8d — TRUSS 181 8d x 1 '2 /900 TOP PLATES (8) 8d Al HIP PAN 1 /059 TRUSS (8) 8d x V/2" 1089 (2)RT16 /900 TOP PLATES (8) 8d (2)RT16 — TOP PLATES (8) 8d TRUSS (8) 8d x 1 (2)RT16 A2 HIP 1 979 — 936 (2)RT16 /900 TOP ed — TRUSS (8) 8d x 11/2" — TRUSSL(8) 8(d8x TOP PLATE (8) 6d TRUSS (8) 8d X 11/2" A3 HIP PAN 1 1051 THJ26 1094 (2)RT16 1900 TOP PLATES (8) 8d HIP(7)10d-HEADER(16)16d JACK (5) 10d x11,2' — TRUSS (8) 8d x 11/2" 4 - ® Q �c a A4 HIP 1 984 — 940 (2)RT16 1900 TOP ed — 3 2 — TRUSSL(8) 8(d8X — 16d NAILS A5 HIP PAN 1 978 3 2 1039 (2)RT16 1900 TOP PLATES (8) 8d 3 2 — TRUSS (8) 8d x 11/2" 3Q 2 10d NAILS A6 HIP 1 /000 943 (2)RT16 /900 TOP 8d 10d NAILS — TRUSSL(8) 8ld8x A7 HIP PAN 1 1005 1041 (2)RT16 1900 TOP PLATES (8) 8d 1C, )I .SCI S'Yster 400.5 f ir0';dia Way =l! 1 FL 3277-11 (14,07) 321 . )Tt0,1 — TRUSS (8) 8d x 11/2" A8 HIP 1 /003 — 944 (2)RT16 1900 TOP 8d2TOP — — TRUSSLA8) 8Sd8X A9 HIP PAN l 999 — 1043 (2)RT16 1900 8d — TRUSSLA8) 8(dBX 8 HIP 1 1005 _ 946 (2)RT16 1900 TOP PLATES (8) Bd — TRUSS (8) 8d x 11/2" Bl 2 PLY PAN 1 1364 1364 (2)RT16-2 1900 TOP PLATE (8) 8d — TRUSS (8) 8d X 1112" 82 2 PLYTOP 1 1364 1,364 (2)RT16-2 1900 PLATE (8) 8d — TRUSS (8) 8d X 1112 H HIP JACK 3 580 340 HHCP2 675 (10) 10d X 1112" TRUSS (10) 10d X 1"24 PLATE HI CORNER JACK 1 581 — 341 HHCP2 675 (10) t Od X 1 112" TRUSS — — (10) 10d X V12" PLATE — J I END JACK 25 353 438 49 RT5 475 (4) 8d TRUSS l4l 8d PLATE Jl END JACK 7 353 436 49 RT5 475 (4) 8d TRUSS — (4) 8d PLATE J1A END JACK 1 352 271 218 RT5 475 (4) 8d TRUSS — (4) 8d PLATE J2 CORNER JACK 5 333 345 43 RT5 475 (4) 8d TRUSS — (4) Bd PLATE J2A CORNER ;TACK 1236 345 43 RT5 475 (4) 8d TRUSS — (4) 8d PLATE J2B CORNER JACK 2 306 7/ 312 RT5 475 (4) 8d TRUSS — (4) Bd PLATE J3 CORNER JACK 5 249 215 26 RT5 475 (4) 8d TRUSS — (4) 8d PLATE J3A CORNER JACK 1 152 2/5 26 RT5 475 (4) 8d TRUSS — (4) 8d PLATE J38 CORNER JACK 2 247 217 26 RT5 475 (4) 8d TRUSS — (4) 8d PLATE J4 CORNER JACK 5 156 75 6 RT5 475 (4) 8d TRUSS — (4) 8d PLATE J4A I CORNER JACK 1 60 75 6 RT5 475 (4) 8d TRUSS — (4) 8d PLATE J4B CORNER JACK 2 /60 65 6 RT5 475 (4) 8d TRUSS — (4) 8d PLATE P GABLE I MSTA18 o2'-0" O.C. 1065 (14) 10d VT I VALLEY TRUS I I I LTW12 '-0"O.C. 1 775 1 (12) 10d 2X4 S P.CONVENTION L FRA ED VALL Y STAR &1 4'-O"O.C. 1 775 1 (12) 10d ALL HARDWARE MANUFACTURED BY USP XXXX I ALL HARDWARE MANUFACTURED BY SIMPSON XXXX 2 ALL HARDWARE MANUFACTURED BY CLEVELAND XXXX a9e1 �' a�vl'�� 7���,• , MAR 1 112004 SHEET: TRI -B =� � �� Leo V) � U W TYPE tNZ O � Q --W Q)m Q W vi L Z o o f O S cr (Z' N g o � z v n O co o Q 4 � D W LUM 3 Q U W � Qo 2 ZD z v � W ZZ, z m vn LL V v Z N F` o W o o 0 N r 3 z C C) o r - � RIGHT STRAP FASTENERS MAX (2)RI lb 1900 TOP PLATES ($) 8d TRUSS (8) 8d x 11/2" (2)RT16 1900 1 TOP PLATES (8) 8d TRUSS (8) 8d x 11/2" (2)RT16 1900 TOP PLATES (8) 8d TRUSS (8) 8d x 1 "2 (2)RTlb /900 TOP PLATES (8) 8d TRUSS (8) 8d x i/2 (2)RT16 /900 TOP PLATES (8) 8d TRUSS (8) 8d x 11/2 (2)R7 l6 1900 TOP PLATES (8) 8d TRUSS (8) 8d x V/2" (2)RT16 /900 TOP PLATES (8) 8dcoo TRUSS (8) 8d x 1 /2 (2)RT16 1900 TOP PLATES (8) 8d TRUSS (8 ) 8d x 11/2 (2)RT16 1900 TOP PLATES (8) 8d TRUSS (8) 8d x 112 (2)RT16 1900 TOP PLATES (8) 8d TRUSS (8) 8d x i ,2 (2)RT16 1900 TOP PLATES (8) 8d TRUSS (8) 8d x 11/2" (2)RT16-2 /900 TOP PLATE (8) 6d TRUSS (8) 8d X 11/2" (2)RT16-2 1900 TOP PLATE (8) 8d rRuSS (8) 8d X 11/2 THJ26 10/0 HIPJACKO 5)E10dRx16216d THJ26 /0/0 HIP(7)10d-HEADER(16)16d JACK (5) 10d x11,2' �. ZD s� �d 4 - ® Q �c a Li, Ql) (L :Z� N o '' o o l6d NAILS 4 2 16d NAILS 4 2O 10d NAILS 3 2 16d NAILS 4 2 16d NAILS 4 2 10d NAILS 3 2 lOd NAILS 3 2 10d NAILS 3 2 10d NAILS 3Q 2 10d NAILS 2 2 Z Izzz Zi lOd NAILS 2 2 10d NAILS 2 2 10d NAILS 2 2 "TOP NAILS _--50_TT0Y NAILS 1C, )I .SCI S'Yster 400.5 f ir0';dia Way =l! 1 FL 3277-11 (14,07) 321 . )Tt0,1 o a9e1 �' a�vl'�� 7���,• , MAR 1 112004 SHEET: TRI -B VENTILATION OF........................................ aSPACEayWlNr.HESTER®p.Qame. o REQUIREMENTS: ¢ l/300 OF NET CEILING AREA WITH 507 VENTILATION AT THE RIDGE AND 507 VENTILATION AT THE SAVE (le. NEED 1/600 OF CEILING AREA AT RIDGE , SAME AT SOFFIT) ----------------------------------------------------------------- Lu a MAIN ROOF 4 5 4 3 2 / 1776 s.f. / 600 - 2.93 s.f. VENTILATION REQUIRED V VENTILATION: N 4 RIDGE VENT = L0 s.f.PER o OF LENGTH o OFF -RIDGE VENT -1.5 s.f. ot CONT. SOFFIT VENT - 4.1184 s.l. PER L.F. OF VENT RIDGE: 52 (2) OFF -RIDGE VENTS t) 1.5 s.f.- 3.0 s.f. o SOFFIT: 160 L.F. SOFFIT VENT to 4.1184 s.l. - 658.94 s.l. 3 3 658.94 s.l. / 144 s.l. PER s.f. - 4.57 s.f. ---------------- zQ, LQ L z V7 Ln V 11J cr' N W O Om p r¢ �':' o �LlNZO 53q�CD p U N o z_WU ¢�04 34 aQ� LDBoz o z� U ��o 0 Wap ��� 54 Qpm 35 aw 4.. N {-- Q 55 Q 36 O J 4,4 © � " © :z 56 �j 7z/ zt LLJ Lu 37 Q 38A 0 57 76 75 2/ 20 119 /8 17 74 73 72 8 W SHEET: LQ RSI B \elev bl25r\win-bl25r.rsl Oct. 21, 2003 14:54:45 9 8 7 6 /2 11 l0 62 43A 39 6l l4 13 66B 71A 44 I6A 15 67 7/B 48 43B 40 /6B 60 66A 69 71C 50 45 5IC 65 70 32 49 46A 41 59 518 63B 68 3/ 47 5/A 64 30 29 468 42 58 63A 79 28 27 26 38B 78 77 25 24 23 22 MISC. HARDWARE CONNECTORS: PRODUCT MANUFACTURER FASTENERS MAX CODE # UPLIFT FA3 USP TOP w) tod x t l 1155 SIDE (2) 10d x 1112" RT16 USP TOP PLATES (9) tOd 1105 TRUSS (9) 10d x 1 1/2" 5 CORNER BAR RT16-2 USP TOP PLATE (10) 10d 1405 TRUSS (10) 10d (11) BD PLATE GROUTED CELLrAidb IL HC520 CLIP USP (6) 8D STUD 515 w/ fl) "5 REBAR HCDP CLIPS LIR USP (4) 8d TRUSS 475 (4) 8d PLATE HHCP2 CRNR CLIP USP (10) 10d x 111j" TRUSS 675 (10) 10d X 11/2" PLATE ALL LAPS, 25" MIN. HTA 20 ANCHOR USP (14) 10d X 11/2" 1500 HTW24 USP (20) 10d 1530 KST227 STRAP ANC. USP (34) 16d 3200 LPTA USP FACE OF GABLE W/ 2x4 (10) 10d x 1 z" 1,925 END OF GABLE W/ 2x6 (13) 100 x l"2" I cm <t LTW12 USP FACE OF GABLE W/ 2x4 (22) 10d x V/2" 1,305 1 1 END OF GABLE W/ 2x6 (18) 10d pCD STA36 USP (12) 10d X 11/2' 735 LTS20 STRAP ANC USP CONCRETE (1 P/p" x T" BOLT, MIN 4"a" EMB, 1255 TYPICAL BOND BEAM CORNER SCALE: U2" ` l'-0" � STUD f 10) 1 Od X 1 � " MPAI & MPAIF USP (12) 8d + 11,2" . 680 T ---PROVIDE HCDP TO A 'STRAP MSTA 12 FROM \ N z TliP PI ATF T(1 NFAPFR AAPC,� „rn C�C,n �-- n Li i OUTER STUD, TYP. (SEE SCHEDULE BELOW) \, MSTA12 OBEAM USP (tol°10du 620 NOT d EDIR MAX. UPLIFT BLOCK W/ B ND *5 REBAR z RTl6T 920 LBS. CONT. (GRADE 40) o MSTA18 USP (14) 10d 870 R 16 700 LBS a 2x HEADER W STA24USP t 1 B) 1 od 1120 LFTA6 990 LBS STANDARD HOOK I RT24T N25 -_LBS I MAX. —hQ/A 10 A (2) NAILS o HEADER SIZE /l MS1 AJU USP (22) 10d OPN'G SIZE EA. ENDEAEND a 2'-8" ARCH OPENING --- ---- — --- — 31-0" ARCH OPENING g mt N 4'-I" - 8'-O`MAX.HGT, 11`-O'MAX.HGT. 2'-3" TOP PLATE 2x HEADER,SEE FLOOR PLAN 2x HEADER, SEE FLOOR PLAN SECTION A -A MTW18 USP (14) 1 Gd 860 (!) 2 2 Wo CEN,OF HDR, , C (TYPJ FOR PROPER SIZE FRAMING, `�° .3 LQ MSTC 40 USP STUD (50) 10d 3790 NAIL HEADER TOGETHER z m FILLED CELL (3000 ps! CONC.) BLOCK (12) TAPCON STAGGERED UTS27B STRAP ANC USP (24) t6d / (0/2' ANCHOR BOLT 4635 w/ 10d NAILS STAGG.o m w/ (!) #5 REBAR, VERT, 4-012" O,C, MAX. SPACING v� Q o NAIL STUDS TOGETHERz c V) — W/ 10d NAILS STAGG.@ /ZO.C,MAY. SPACINGQz r IV VARIES, SEE CHART BELOW O o O o • • Q) CONN. OUTER STUD TO RIM JOIST W/ cn • MSTA24• o • = . d ° • ° ` LQ • "5 REBAR w/ 25" LAP d a o ° a02 AND 6" MIN. EMBED. • d Q T/ Ist FLOOR SLAB C.Y.U.BL K q c MAX. JACKS 9 HEADER SIZE STUDS @ STUDS o 7V2" OPN'G SIZE EA. ENDEAEND 2'-9" = 2'-8" ARCH OPENING EAEND MSTA 12 31-0" ARCH OPENING l0%" 4'-I" - 8'-O`MAX.HGT, 11`-O'MAX.HGT. 2'-3" (D 2x HEADER, SEE FLOOR PLAN 1 2 N/A 3'3" (!) 2 2 Wo CEN,OF HDR, FOR PROPER SIZE FRAMING 2 .3 IIJg 2-0` OFF EAEND OF HDR. O . i •r i •. P •. ° •r ° •. ° •r p . q RT 24T EPDXY (A & B) MIX ANCHOR FASTENING SCHED MISSED DOWN ROD REPAIR TYP.HEADER DETAIL -2ND FLOOR FRAMINAsfruct\wdhooder.dgn SCALE: Y2'- G MISSED ROOF TIE DOWN REP SCALE: V2" = I'-0" {k2� IFORMISSED FLOOR ANCHORS, CONSULT ENGINEER STAFF SCALE. N.T.S. Vn CERAMIC TILE TO CARPET TOP PLATE METAL TRACK (TYP) TOP PLATE METAL TRACK (TYP) EXCEPT IF WALL IS A BEARING EXCEPT IF WALL IS A BEARING 4 WALL, SEE FLOOR PLAN WALL, SEE FLOOR PLAN N LEG 2x BOTTOM TO HARD BRD. SCREWED W SiCHART B LOW BE HEADER HGT. TO 2x's o �4 W 2648 FLAT I � � 2x BOTTOM TO A/C DOOR I CER. C4RPET ' CER. CARPET rOPENINGSEE E MT L. STUD BE HEADER HGTr . z II G. ANGLE NITE SCREWED 312" HARD BIRD. STRIPapt;d & TOP 2xs TO FOAM ELLIPSE ARCH? I OR PLAN FOR SIZE OPENING SEE FLOOR PLAN FOR SIZE "6 STANDARD j z N OUTSIDE CORNER INSIDE CORNER DOOR i C-) Lu VINYL TO CARPET 012" 017CDX2 LL] T! A/C I �� 2x ON BOTHFILLER SCREWED TO SIDES OF OPN'G. t'LAI f KM : . RETURN A/C) GRILLE, I SEE MECHANYCAL SHEET 8p I FOR SIZE AND LOCATION VINYL CARPET . ' VINYL -CARPET ELEVATION SECTION IT /� ..Astdlstd_detalls.sdl Oct. 21, 2003 14:54:49 OPENING OPENING LEGS 2'-1" . 2'-0" ARCH OPENING 7V2" 2'-7" - 2'-6" ARCH OPENING 6V2" 2'-9" = 2'-8" ARCH OPENING 9�s" 3'-1" - 31-0" ARCH OPENING l0%" 4'-I" - 4'-0" ARCH OPENING 15" OPENING LEGS 2'-0" -3'41 4" 3'-2 "- 4'-O" 5V2" 4'-1'- 5'-0" 6V2" 5'-1" - 7'-0' 8" 71-11- 9'-0' 912„ 9'-1"-12'-0 12" Robe.Lt*5.T . �R(;710 MAR 1 0 2004 � N SHEET UU 1 5I L)t G'UI-M t H I 11V,./LJt UUHIV t K - A/C CLOSET DOOR FLOOR EDGE CORNER DETAIL INTERIOR CURVED ARCH INTERIOR ELLIPSE ARCH SCALE: V2" - !'-0 SCALE: V2" - l'-0" SCALE: V2" a 1' 0" SCALE: V2" _ l'-0" SDI 2x4 BLOCKING 2x8 SPF STUD, CUT TO FIT FA3 CONNECTOR %!6" OSB SHEATHING w/ DMF ON LATH FRONT AND BACK 2x8 SPF STUD, -� CUT TO FIT 7 8„ ALIGN w/ BLOCK. BELOW DETAIL A bc2001\structxborre1vou1t.dgn lstd sneets1Z51Wln0-1Z5.s0Z Uct. 21, 2UU3 14:54:55 %6" OSB SHEATHING w/ DMF ON LATH 2x BLOCKING IN WALL PANEL BEHIND AS REQ'D 3 :zv � O aq fCj (2) 2x4 STUDS, CUT TO FIT %6" OSB SHEATHING w/ DMF ON LATH (2) 2x4 STUDS, CUT TO FIT ENGINEERED TRUSSES C SPF C _ER v , 2x8 80 SPACE "OS8 S DMF C ONT AN ed v GES, 6" C I SPF � ACHED (2) 6d 1-H SIDE 'OSB S .S&�4' _ VAULT SCALE: I" - I'-0' ...istdlstd_windows.sdw Oct. 21, 2003 15:66:33 ° ° ° ° ° ° (2)V,' X 2%q" NEXNEAD MAY CUT BACK 2x8 P.T. @ 8" CONC. LINTEL BLOCK w/ dd d� as e •a a d , Qa TAPCON IN BLOCK TOP TO ALLOW CONT. 2x4 (0 #5 REBAR, CONT. "10 X l3/" IN FRAME BLOCK'G AROUND CURVE APPLICATION MIN. ATTACH w/ %6" x 3%2" HIGH STRENGTH PRECAST TAPCONS (2 24" O.C. LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS CAULK TOP OF MULL A Y SD -W WINDOW HEAD ° (XFLA-26-1) Ix3 MULLION WINDOWFLA-45 MULLION ANCHOR CLIP (2) %q" X 2%q" TAPCON JAM /6 GA.GALV. 1x3 IAULLION(XFLA-26-1) SHEET METAL "l0 X l3 " IN DW SILL- I i 800 LB.MAX CAPACITY FRAME APPLICATION I I Ix3 MULLION (XFLA--26•-177) I I WINDOW ° SH HEAD I I o JAMB ® CONTRACTOR NOTE: 1x4 WINDOW BucfkCl SILL FLA -45 FOR INSTALLATION SIZES OF o CAULK BOTTOM OF MULL MULLION ANCHOR CLIP /6 GA. GALV. r " �q NORANDEX WINDOW SERIES I I I W �- N PRECASTED SILL SHEET METAL 800 LB.MAX CAPACITY 437/438 UP TO 53X8" x 76%" AS PER TEST #96-0624.20 VER MULLION v, As A11 B w z p D D pD p MAX. SD -W I a o " a D (2) %q"x I %2" HEXHEAD p p p SEE WINDd4 SCHEDULE A z CD D D TAPCON D D STANDARD WINDOW DETAILS IN g "� BLOCK WALLS UP TO /0 FEET PRECAST SILL o NORANDEX VERT. MULLION NORANDEX HORI Z. MULLION HIGH OIr CLIP STYLE FLA -45 CLIP STYLE FLA -45 WINDOW -STANDARD-BLK / v SCALE: 3/" - I'-0" o SCALE: 3/" - I'-0" SCALE: 3/" - l'-0" M OTE: OTE: NOTE: Y CUT BACK 2x8 P.T. @ 8" CONC. LINTEL BLOCK w/ (!) "5 REBAR, CONT, Y CUT BACK 2x8 P.T. @ 8" CONC. LINTEL BLOCK w/ (l) "'S REBAR, CONT. MAY CUT BACK 2x8 P.T. @ 8" CONC. LINTEL BLOCK w/ (l) "5 REBAR, CONT. ,_ 8" CONC. LINTEL BLOCK w/ T TO ALLOW CONT. 2x4 T TO ALLOW CONT, 2x4 TOP TO ALLOW CONT. 2x4 U) 05 REBAR, CONT. BL 'G AROUND CURVE BL 'G AROUND CURVE BLOCK'G AROUND CURVE MIN. TACH w/ 3/rs" x 3%2" HIGH STRENGTH R ESSED MIN. TACH w/ 3/6" x 3%2" HIGH STRENGTH R ESSED MIN. ATTACH w/ %6" x 3%2" HIGH STRENGTH RECESSED HIGH STRENGTH PRECAST TEL, TAPCO @ 24" O.C. PRECAST LINTEL, EE TAPCO @ 24" O.C. PRECAST LINTEL, EE TAPCONS @ 24" O.C. PRECAST LINTEL, SEE SEE FLOOR PLAN FOR LOC !ON FLOOR PLAN FO LOCATION FLOOR PLAN FO LOCATION FLOOR PLAN FOR LOCATION OF FILLED LINTELS OF FILLED Ll ELS OF FILLED LI ELS OF FILLED LINTELS C C C SD -W 2x8 P.T. /%q" x 23/" SD W 2x8 P.T./%q" x 234' SD W 2x8 .T.W/%q" x 23/" TAPCON @ 12'0.C., TAPCON @ 12"O.C., TAP NS @ 12" O.C., J 2x8 P.T. SYP NAILERS, EACH FACE w/ (I) r/4" x 3%q" TAPCON z @ EACH END 2x4 SPF ON T LOCK 2x4 ,S"'F ON T LOCK'G 2x4 SPF CONT. BLOCK a D 7 " ATTACHED /6 OSB, ATT HED %6" OSB, ATTACHED TO %6"OSB"qs, SD -W 2x8 w/ (2) 6d NAILS EA. END w/ (2)16d S — — — — I - — — — IT Q vUi w/ ( 16d S %6" S w/ 6d ILS ,� 17 6 TO SIDE D w/ (2)16d NAILS — — — — — — -- — — —6d—NAILS �s 'B w/ W Q (TYP.4 PLACES) w %6" B w/ 6d N @ C. TO SIDE AN T I I a TOP@ I a V R.I MULLION 61 A.C.TO SIDE AND TOP 2x8 ;SYP INFILL FRAMING (n ERS") OR HORIZ. W S f Q'D a) 16' .C. W MULYPNS AS REa'DLu VERflOR HORIZ. Q OSB (1 PIECE) I B I I B MULL�IQNS AS REO'D B w/ 6d N S @ 4 O,C, FR IEWINDOW SCHEDULE (EXTTO L FR I N YIMEMBERS 1x4 ,�'IT.WINDOW U SEE WIBND014 SCHEDULE -W Ix4 WINDOW -W �• BUC SEE WINOd� SCHEDULE Ix4 WINDOW IlI��P•�• SEE WINDOW SCHEDULE SD W a g .FACE Lw PRECAST SILL PRECAST SILL PRECAST SILL WINDOW-COMBINATION-BLK WINDOW -OCTAGON- WINDOW -1/2 ROUND TOP- WINDOW -EYEBROW- E ���tiond � s rf^ SCALE: 3/q" - I NOT USED SCALE: 3/q" - l NOT USED SCALE: 3/q" - l NOT USED SCALE: 3/"- /'-0" .��,-��mB 400, Nfaror3da �A a�' Sar,-aIdl, Fa_. ,,177li a (407) 3,211, 8" CONC, BLOCK ` (D 8" CONC. LINTEL BLOCK w/ U) "'5 REBAR, CONT. 8" CONC. BLOCK – — Ix P.T. FURRING DRYWA SEE FLOOR AN I VERT. R FORCEMENT, Ix P.T. FURRING HIGH STRENGTH RECESSED %2" DRYWALL (DOTTED) ---� PRECAST LINTEL, SEE I VERT. REINFORCEMENT, SEE 8 CONC. LINTEL BLOCK w/ ,,;; ••. (I) *5 REBAR, CONT. at SEE UNDATlON PLAN lx P.T, FURRING (D ED) II �! +' FO LOCATION I FLOOR PLAN FOR LOCATION OF FILLED LINTELS FOUNDATION PLAN FOR LOCATION r "DRYWALL (DOTTED) /2 / SEE FLOOR PLAN Ix P.T. FURRING r /2 DRYWALL (DOTTED) 16" OSB N PIECE) 2x8 P.T. w/%q" x 2%" HIGH STRENGTH PRECAST LINTEL, " TAPCONS @ 12" O.C., &OSB w/ 6d NAILS Ix P.T. FURRING SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS �3Gt1�s`r# �s'070i' S 2x8 P.T.SYP NAILER,TOP WINDOW FRAME, NAIL @ 6" O.C. TO SIDE AND %6" OSB w/ 6d NAILS @ 6n O.C. TO SIDE AND 1x4 P.T. WINDOW BUCK, ALIGN WITH INSIDE Ix P.T. FURRING EACH FACE w/ (ll FIN TO FACE OF OSB %q" x 3%4" TAPCON NOTE: TOP MAY CUT BACK 2x8 P.T. FACE OF BLOCK, TEMPORARILY FASTEN WITH „ s r NAIL, FASTEN WINDOW WITH /6 x 2/4 TAPCON THRU WINDOW FRAME INTO BLOCK 1x4 P.T. WINDOW BUCK,ALIGN WITH INSIDE @ EACH END (2 TOTAL) TOP TO ALLOW CONT. 2x4 BLOCK'G AROUND CURVE 2x4 SPF CONT.BLOCKG WITH MIN. l %q" EMBEDMENT, SEE WINDOW NAIL, FASTEN WINDOW WITH I %6' x 2VEN WITH MIN. ATTACH w/ 3 r " ATTACHED TO %6 OSB, s " x 3/2 w/ l2) l6d NAILS SCHEDULE FOR NUMBER OF TAPCONS REQUIRED TAPCON THRU WINDOW FRAME INTO BLOCK A�� "`� , �6 TAPCONS @ 241 O.C. WITH MIN. I %q" EMBEDMENT, SEE WINDOW 03 /q O/2" SCHEDULE FOR NUMBER OF TAPCONS ALIGN OSB WITH SETBACK OSB FROM REQUIRED SHEET: Ix FURRING FACE OF BLOCK WINDOW JAMB-OCTAGD - LK WINDOW HEAD -ARCH WINDOW -BY WINDOW JAMB-STANDARD-BLK WINDOW HEAD-STANDARD-BLK SD -W 3/" C 3/" B A USED SCALE: 0 SCALE: - l'-0 ...istdlstd_windows.sdw Oct. 21, 2003 15:66:33 JOE /8" E IM CORNFIELET JACKS X t 6 TR S PLACEMENT CORNER DQ4qB T NOT USED SCALE: S. _ PRE-ENGINEERED TRUSS, EE INFO SHEET FOR ACHMENT VALLEY TRUSSES GAEL ND 2x4 LADDER 2x4 SPF NAILER LPTAI2 TRUSS TO 2X4 NAILER 4�r v CORN JACKS RIM CKS /2 6 S PLACEMENT CORNER DE L A NOT USED SCALE: S. ENGINEERED TRUSS %6' OSB SHEATHING \0.C. HCOP w/ DMF ON LATH FRONT AND BACK W/8D c� 3"O.C. 6" O.C. FIELD OFFIT TH W/8D v O.C. KI GH ENTRY GABLE BRACING/ CONN ION NTS NOTE:GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM,STRONGBACK AND CONNECTIONS.NO X -BRACING NEED. NOT USED PRE-ENG'D TRUSS 2 AG BLOCKING AGGERED ETWEEN TRUSSES FOR 8' PERPENDICULAR TO GABLE END I/2' GYPSUM CEILING DIAPHRA SEE INFO FOR EMBEDDED 114' DRY W L TRUSS ANCHOR SCBE Q 7" O.C. EDGES & F1E WITHIN DIAPHRAGM E INFO SH.FOR LOCATION /V2' MAX. GYPSUM CEILING DI APHRAGM TO SI DEW ALL CONNECTION NTS NOT USED 2003 15:56:40 2x4 SYP NAILER 62 WOOD FRAME w/ (2)10d NAILS Q 24" O.C. OR 2x4 P.T. NAILER 62 BLOCK W/ (I lc, "x 23/" TAPCON Q 24" O.C. 2x4 BLOCKING EVERY OTHER TRUSS TOE -NAIL TO NAILER w/ (2)10d NAILS AND (2)10d NAILS o TOP CHORD OF TRUSS UTL'DRIP EDGE ALUM. FASCIA ON 2x4 SUB -FASCIA • l%" T -NAIL THRU FASCIA SOFFIT INTO SUB -FASCIA 2x2 SYP CONT. WOOD BATTEN STRIPS w/ (2) IOd NAILS, TOE -NAILED CORROSION RESISTANT NAIL /O„ /O„ VENTED SOFFIT AND J - CHANNEL w/ I%4" T -NAIL SEE ELEV. or l" STAPLE TYP. SOFFIT v 24" O.H. or LARGER ROOF LINE GABLE TR W/ BRACING PER TRUSS ENGINEERIN (UP TO 44' SPAN) COMMON TRUSS 24"0. 7/l6" OSB SHEATHING USE 8d NAILS 3" O.C. EDG & 6'0.C.FIELD ALL EDGES BLOCKED L SCALE. V2" - l'-0" SEE DETAIL C<T CEILING AT 8'-0' SEE DETAIL "A" GABLE END WALL BRACT NG/CONNECT ION DET SCALE 1/4" • l'-0' NOTE: GABLE BRACED BY ROOF AND/OR CIELING DIAPHRAGM AND CONNECTION. NO X -BRACING NEEDEDPRE-ENG'D TR I l r2X4 BLO NG LPTA TRUSS ANCHOR2X4 $�CKIN( It AT 4' O.C.W , r (l0) IQdX !%2" lst 4 FRAMIN NAILS TO TRUSS SPACE BTM. CORD 8" LINTEL BLOCK 2x4x8' FLAT BLOCKING 4'-0' O.C. — #5 REBAR r NAILED TO TOP OF RUSS BOT. WIN) WIN) 11 R CHORD w/ (2) l NAILS EA. TRUSS (GRA(2)12d N a) EACH END %2" ILING BOARD 0 NOT USED GABLE TRUSS W 16'OSB — SHEATHING, E S BLOCKED, W/ 8d (2 O.C. EDGES, 6" O.C. FIELD ROOF ASSEMBLY, SEE TYP. WALL SECTIONS %6" OSB SHEATHING MSTAI2 (2 48" O.C. ALONG 2x4 2x4 112 SYP CONY. FRAME 24'O.C. ALUM. FASCIA ON 2x4 SUB -FASCIA WALL ASSEMBLY, SEE FLOOR PLAN ELLV CONY. FRAMED HIP ROOF NAIL 2x TO 2x4BLOC W/(2) ltd NAILS EACH FRAMING SPACE NAIL MST12 Q P&NAIL FALSE L WRAP& N ON FRONT OF GABLE SHEATHING 1114' DRYWALL SCREWS �p 7" O.C.EDGES & FIELD WITHIN DIAPHRAGM SEE INFO SH.FOR LOCATION APHRAGM WALL WIDTHS 112 „� MAX. CONN. TYPE T S TO GYPSUM CEILING DI APHRAGM MTL. DRIP EDGE —� CONNECTION TO END WALL CONNECTION ALUM. FASCIA ON 2x4 SUB -FASCIA 1 "= 11-0' rr a DETAIL A SCALE: 4" - 1'-0" 11 1r DETAIL B SEE ELEV, FOR —� EXT. FINISH 2x6 (212x4 GABLE TRUSS&" OSB SHEATHING EDGES BLOCKED W/8d &� 3" O.C. EDGES, 6O.C. FIELD WALL FRAME TYPE WALL WIDTHS SPLICE MEMBERS CONN. TYPE WOOD FRAME 2x4 (2) 2x4 lOd NAILS c 6' ON CEN. 2x6 (2) 2x4 METAL FRAME 2x4 (2) 2x4 3/4' SHEET METAL SCREWS 8 6' ON CEN. 2x6 (212x4 CEILING 11/4' DRYWALL SCREWS Q 7' O.C. (BOTH SIDES) EDGES & FIELD WITHIN DIAPHRAGM SEE INFO SH.FOR LOCATE SPLICE NAILER TO TOP OF WALL SEE TABLE FOR SPECS TOP PLATE PARTITION GYPSUM CEILING DIAPHRAGM SPLICE OVER PARTITION CONNECTION NTS 2'-0" VALLEY FLASHING AS REQ'D SCALE: %2" - l'-0' W 0 BRACING PER o TRUSS ENGINES 0 ALLEY TRUSSES (TYP.) o N `—LPTA 62 48" O.C. TO GABLE TRUSS (MIN.2 REQJ NOTE: GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAM,STONGBACKS AND CONNECTIONS NO X -BRACING NEEDED. BRACING & ,NN. DETAIL NTS 2x6 LADDER BLOCKING AT 24" O.C. L2 O.H. --t VENTED ALUM. SOFFIT i-- BRACING PER TRUSS ENGINEERING LTWI J 62 4'0.C. NOTE:GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM, STRONGBACK AND CONNECTIONS. NO X -BRACING NEED. FF �i L**4&jflwL4LAyjAV 1 II ►.I NTS ELEVATION - E 0 0 0 C) 0 Ll- V) z a 0 z 0 M Ln d co 0 io N M w Q kla-mm"n s � ;tem", r'L 327711 (40, 7) M - 0061, Donald 0. flobartb `� C5 �k 7•�. t.d 0 2004 � SHEET: SD—R 4 k IwiI l��r • IryWALL wl ALL EDGES E SHEATHINGOBkCIED 0„ J / I I / USTA24 c 2nd STUD I 1 FROM END & 48" O.C. • l2" ON STUD w/ • I I I (9) IOd x1%2' NAILS & 11 • I I I IM wl (9)'10-16T %'' SCREWS 2x4 SP BOTT M PLATE MP6F TIE PLATE cT EACH DECK PANEL INTERSECTION TYPE 2 INSTALLATION w/ (12) *0-16 %" SCREWS, AS DECK DECK SHOWN, IN STEEL RIM JOIST. PANEL PANEL i \ 6'-0' \ 1 II I •I I I I •I I OPEN BAFF • II . I PRE-ENGINEERED R00 I TRUSSES @ 24" O.C. MAX • I _ I SEE SHEET "TRI o . � R-19IP1SULATION a • /� . . i • FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462, ASTM D 3161 MODEL *20YR CLASSIC AR, ATTACH w/ (6) I%4' ,11-12 ga. w/ 8' HEAD ROOFING NAIL PER STRIP or (2) PER INDIVIDUAL 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" &" OSB SHEATHING w/ 8d NAILS 6" O.C. EDGE & FIELD, (3" O.C. 62 GABLE END TRUSS) w/ CLIPS ON PRE-ENGINEERED TRUSSES @ 24" O.C. ALUM. FASCIA ON 2x4 SUB -FASCIA MTL. DRIP EDGE \ MP6F TIE PLATE 0 EACH • CORNER & 72' O.C. TYPE I :....... • .. •...::......::....:: INSTALLATION w! (5) 8d NAILS, • AS SHOWN,IN 2x4 BOTTOM PLATE AND (5) *10-16 Y4 "SCREWS, AS %2" CEILING BOARD SHOWN, IN STEEL RIM JOIST. • ROOF TRUSS ANCHORS,SEE SHEET * TRI • ' • -- -- fLL_ 7yf— (2) 2x4 *2 SPF TOP PLATES w/ HURR. l%s° T -NAIL THRU FASCIA -J CLIP EA. STUD (SEE SPLICE DETAIL SOFFIT INTO SUB -FASCIA 716"OSB SHEATHING ON ON WALL PANEL SHEET *WPI _ VENTED SOFFIT AND F- RIM TRACK (2) 2x--- *2 SYP HEADER OVER OPENINGS CHANNEL w/ I%4" T -NAIL SEE FLOOR PLAN FOR SIZE/LOCATION or I" STAPLE (3) *8 SCREWS (2 24' O.C. &'056 SHEATHING ON EX'. OSB/'DECK PANEL FIELD %2" DRYWALL ON 2x4 *2 SYP STUDS WALL w/ ALL EDGES BLOCK - D 82 16" O.C. AND R-11 INSULATION ATTACH w/ 8d NAILS 62 4" .C. EDGES & 6'O.C.FIELD TYPICAL CAL W ALL CONNECTION -STEEL FLOOR WALL SECT ION -FRAMED R00 SCALE: — EWED I %2' -1'-0" WEB STIFFENER ATTACH TO FLOOR 'G w/ (,3)*10-16 x 3/" SCREWS DECK DECK PANEL PANEL MSTA24 @ 2nd STUD 2x4 SPF BOTTOM PLATE SCR FROM END & 48" O.C. w/ *8 SCREWS 82 121 O.C. 3/"WOOD DECKING I Y4" WOOD DECKING `O 12"ON STUD w/ WOOD BASE (9)10d xl%2" NAILS & 12" ON MTL. RIM w/ 3/" T&G WOOD DECKING GLUED & (0) *10-16 %" SCREWS SCREWED w/ *8 SCREWS 82 6" BACK TO BACK STEEL JOIST O.C. EDGES AND l0" O.C., FIELD (TYPJ AND 2%2"CSJ STUD 18 go.Q T/2nd FLOOR U.N.O., SEE SHEET *FDO FLOOR DECK PANEL JOINT SHIP STUD LOOSE AND FIELD MP6F TIE PLATE g EACH ATTACNw/(I)*ID-16x3/" � --- -- •----^---------_-- SCREW STAGGERED 16" O.C. CORNER & 72" O.C., TYPE l OF LPTA NEST, MIN. 12" LENGTH, JO/ %2" OSB DRAFTSTOP ATTACH INSTALLATION „ – TO STEEL JOIST w/ (2) *8 6 6 INTO RIM TRACK ¢ A ° SCREWS T 24'0.C, NOTE: ATTACH w/ (6) *10-1 x 3/" SCREW USE A l%" CSJ STUD 18 ga, M STEEL RIM TRACK,UPSIDE/ 0„ (3) TOP At (3) B TOM O 10 DUCT OPENING. Q DOWN w/ 2%2 LEG UP (TYP.) LIGHT GUAGE STL. OOR JOISTS I o 17 1 L, 24' O.C. MAX. SEE MING G/ STL. STUD EXTERIOR FINISH, SHEET *FDO SEE ELEVATIONS ____ _ K I I I D C � DECK 1T/BRG. HGT. 4 :.:..., :• :... ..:.. EXTEND OSB DRAFTSTOP TO PANEL PANEL &' OSB SHEATHING ON I9A DROPPED CEILING, BLOCKING %'WOOD DECKING RIM TRACK I i %2" CEILING BOARD AS RE(YD. 4 r• 11 I 04 BACK TO BACK STEEL JOIST ; I •,' LPTA, ATTACHED TO FACE w/ IZ '�• i 4 . 'a AND CONT. I%2' x 1%2" x 16 ga. RIM TRACK (8) *0-16 x 3/" SCREWS, SET IN 23/" SUPPORT CLIP Q FLOOR DECK FROM OUTSIDE BLOCK FACE PANEL JOINT ATTACH w/ I SEE SHEET *FDO FOR LOCATIONS *10-16 x 3/" SCREW 62 12" O.C. NESTED JOIST l-0° 8" CONC. LINTEL BLOCK w/ (/) *5 — LOCATION OF DROPPED G2 / j2 x l l2 ANGLE CUP LPTA I REBAR, CONT. CEILING, SEE FLOOR PLAN DRAFT STOPPING- DECK CONNECTION- ISOMETRIC STEEL FLOOR STEEL FLOOR PARTIAL SECTION -STEEL FLOOR SIDE WALL CB rH)-- SCALE 1 / l rG SCALE. I /2 / G" I2 2 1x2 *2 SYP ATTACHED TO 2x12 w/ (2) 8d NAILS T INTERIOR STUD WALL, loo SEE FLOOR PLAN FOR 212„ /, 9�4„� LOACTION/SIZE/HGT. 3/` WOOD DECKING. 2x12 *2 SYP _ WEB STIFFENER ATTACH 2 2' w/ (3) *10-16 x %” SCREWS TYPE A OR C ATTACHMENT Al H -OUT BOTTOM OF STEEL RIM TRACK v/ 2x12 TO FIT OVER STEEL JOIST LEG FIELD TRIM AS REQ'D 3/"WOOD DECKING FIRE BLOCKING ASSEMBLY 2x12 FIRE BLOCKII ASSEMBLY ATTACH THRU FLOOR DECh w/ (3) 10d NAILS � TOE -NAILED TO TG PLATE w/ (3)10d STAGGER 2x12's ..mincnestemsmsta_ws-si.sws uct, zi, FIRE BLOCKING -STEEL FLOOR SCALE: I %2" - I'-0" 2x12 FIRE BLOCKING ASSEMBLY ATTACHED ° THRU FLOOR DECKING I ° w/ (3)10d NAILS AND TOE -NAILED TO TOP PLATE w/ (3)10d NAILS, 10 STAGGER 2x12's ATTACH STEEL JOIST TO BEARING WALL w/ (3) *10-16 x I%4" SCREWS (2) 2x4 *2 SPF TOP PLATES DI C INTERMEDIATE D2 82 END COA TYPICAL INTERIOR BEARING WALL-STEE, 'DITION L FLOOR SCALE: 112 " - l'-0" %2" DRYWALL ON%a P.T. FURRING 24" O.C. w/ R-4.2 FOIL INSULATION WOOD BASE CONC. SLAB • SCALE: MSTA24 c 2nd STUD FROM END & 48" O.C. 12" ON STUD w/ `O (9) 10d xl%2'NAILS & 12" ON MTL. RIM w/ (9) *10-16 %" SCREWS MP6F TlE PLATE � EACH CORNER & 72" O.C., TYPE I INSTALLATION STEEL RIM TRACK, UPSIDE DOWN w/ 2%2" LEG UP (TYP.) v EXTERIOR FINISH, ¢� SEE ELEVATIONS ' T/BRG. HGT. &' OSB SHEATHING ON RIM TRACK WALL SECTION -STEEL F I I I I • SCALE: 112 " , — EXTERIOR FINISH, SEE ELEVATIONS — (0#5 REBAR (GRADE 40) GROUTED SOLID IN A FILLS CELL CONT. FROM FOOTING TO BEAM --- 8" CONC. BLOCK -------- T/1st FLOOR S — CONC. FOUNDATION, SEE FOUNDATION SHEET * 2 FINISH GRADE —� WALL SECTION -FOUNDATION C BLOCK SCALE: I %2" - I'-0" eJllllllll a o , 0 J o 0 z � a 0 s Q r D '¢ � 3 0 z 0 N ¢ tm S 0 0 v V o CD O ro r= O 4 d U L �r^ 4 v! N O LQQ o >n 1005 way San nF_;.rd ... �� _ r71 Wald C. Roberfs A i)7�(� WEB STIFFENER ATTACH 'G w/ (,3)*10-16 x 3/" SCREWS =D TYPE A OR C ATTACHMENT ING ND NAILS, APPLY FIRE CAULK v ALL VOIDS AND GAPS, I 7T ALL SIDES ..mincnestemsmsta_ws-si.sws uct, zi, FIRE BLOCKING -STEEL FLOOR SCALE: I %2" - I'-0" 2x12 FIRE BLOCKING ASSEMBLY ATTACHED ° THRU FLOOR DECKING I ° w/ (3)10d NAILS AND TOE -NAILED TO TOP PLATE w/ (3)10d NAILS, 10 STAGGER 2x12's ATTACH STEEL JOIST TO BEARING WALL w/ (3) *10-16 x I%4" SCREWS (2) 2x4 *2 SPF TOP PLATES DI C INTERMEDIATE D2 82 END COA TYPICAL INTERIOR BEARING WALL-STEE, 'DITION L FLOOR SCALE: 112 " - l'-0" %2" DRYWALL ON%a P.T. FURRING 24" O.C. w/ R-4.2 FOIL INSULATION WOOD BASE CONC. SLAB • SCALE: MSTA24 c 2nd STUD FROM END & 48" O.C. 12" ON STUD w/ `O (9) 10d xl%2'NAILS & 12" ON MTL. RIM w/ (9) *10-16 %" SCREWS MP6F TlE PLATE � EACH CORNER & 72" O.C., TYPE I INSTALLATION STEEL RIM TRACK, UPSIDE DOWN w/ 2%2" LEG UP (TYP.) v EXTERIOR FINISH, ¢� SEE ELEVATIONS ' T/BRG. HGT. &' OSB SHEATHING ON RIM TRACK WALL SECTION -STEEL F I I I I • SCALE: 112 " , — EXTERIOR FINISH, SEE ELEVATIONS — (0#5 REBAR (GRADE 40) GROUTED SOLID IN A FILLS CELL CONT. FROM FOOTING TO BEAM --- 8" CONC. BLOCK -------- T/1st FLOOR S — CONC. FOUNDATION, SEE FOUNDATION SHEET * 2 FINISH GRADE —� WALL SECTION -FOUNDATION C BLOCK SCALE: I %2" - I'-0" eJllllllll a o , 0 J o 0 z � a 0 s Q r D '¢ � 3 0 z 0 N ¢ tm S 0 0 v V o CD O ro r= O 4 d U L �r^ 4 v! N O LQQ o >n 1005 way San nF_;.rd ... �� _ r71 Wald C. Roberfs A i)7�(� 3.0 TON TEMPSTAR TCH236AKC 12.0 SEER TEMPSTAR EBX3600 8.0 HSPF 5.0 KW EXT STATIC .60 1070 CFM 2nd. FLOOR DUCT LAYOUT ALL TAPES, CONNECTORS AND MASTIC USED WILL BE UL -181 APPROVED a FA 2.5 TON TEMPSTAR TCH23OAKC 12.0 SEER TEMPSTAR EBX3600 8.0 HSPF 5.0 KW EXT STATIC .60 935 CFM Ist. FLOOR DUCT LAYOUT ALL TAPES, CONNECTORS AND MASTIC USED WILL BE UL-181APPROVED .am I IO o I I KITCHEN I lO" /1 V 611 � p FAMILY ROOM ' )IIII IIII, III I I 1Vx l0"�III 4 -WAY I I al�u ltl lul °�° i lMluu — — TRS IIII t- Il I I a 8'x 4' lolllIilllll (IIII 24'x 18" -2I�� 4 --mm -11� -e I ;I N lull RIA FILTER GRILLE �T NS LEq (IN DROP CEILING 11 lu Il) IN HALLWAY)Hill �pF 1111111 I II III III l I )IIII l DINING I )IIII GARAGE II• I )IIII Hill I la lo' 4 -WAY ' I l l I I I l I I LIVING ROOM I I I 2.5 TON TEMPSTAR TCH23OAKC 12.0 SEER TEMPSTAR EBX3600 8.0 HSPF 5.0 KW EXT STATIC .60 935 CFM Ist. FLOOR DUCT LAYOUT ALL TAPES, CONNECTORS AND MASTIC USED WILL BE UL-181APPROVED .am AIR -HANDLER � u (FOR (st. FLR. HVAC SYS.) AIR -HANDLER ° ( FOR 2nd. FLR. HVAC SYS.) m o I st. FLR. RIA GRILLE IN DROP CEILING IN HALL � 24" x l8" RIA FILTER GRILLE 8" FLEX. 8" FLEX. 8" FLEX.��` 8" FLEX. ' - NOOK � 8" FLEX FAMILY ROOM 12 x 8 c.d. a 300 cfm 12 x 8 c.d. r 150 cfm 8" FLEX. + 8" FLEX. \ �����/ -���; 2%2 TON 8" FLEX. , ��: / AIR -HANDLER ( FOR 1st. FLR. HV AC SY: ; I /�___JKITCH.RETURN AIR ISOMETRIC PWD. RM, 4" FLEX. �� �� \ l2 x 8 c.d. ,.�6" FLEX, ( i 6" FLEX, jj�/� 8 x 4 c.d. 150 cfm 25 cfm X24" FLEX. ���,��I + (� / \ 4 FLEX. DISTRIBUTION TOILET RM. ' ' � �� - BOX , 8 x 4 c.d. DRESSING AREA ` ��.. By Others �/i 25 cfm \ �/ -. • 75 cfm 4" FLEX�` � i/ "4" FLEX. O� 8 FLEX. 4 FLEX, 411 FLEX.1 4" FLEX.DISTRIBUTION �, - ---' BOX . l By Others) BATH.#2 „�/i //'� ' ; �� �\ \ \��� 8" FLEX. 8 x 4 c.d, 4 FLEX. /j - / i12" FLEX 25 cfm 8" FLEX. : ��� 8" FLEX. LIVING/DINING ROOM 12" FLE2i �/� / BATH.#/ : ���\�\ 12 x 8 c.d. 8 x 4 c.d. `�\ 300 cfm # DISTRIBUTION /// . ; / 25 cfm BROOM2 x8 c.d. (By Others J /i - - �; Ho V. A. Co ISOMETRIC l50 cfm8„ Ci1 , , l FLEX. 7” FLE . , !// ' i= / MASTER SUITE BEDROOM #3 7" FLEXa� .12 x 8 c.d. 12 x 8 c.d. �~ �� , /, -, j 12" FLEX 300 cfm 150 cfm I"FLX ..lmechanicalftchesth.iso Oct. 21, 2003 ( FOR FIRST FLOOR OF HOUSE ) hvac i tem REPORT " FLEX. Wed Oct 17 1 5 : 1 5:21 2001 7" FLEX. c : *dgn*f I wchesth . htg BEDROOM #4 �, ��� QUANTITY DESCRIPTION -------------- I�20 ofm s \ 9 3A FL. DUCT 4 90 3 TON AIR -HANDLER ( FOR 2nd. FLR. HVAC SYS.) Ho V.A. Ca I S OMET RI C l FOR SECOND FLOOR OF HOUSE ) 7" FLEX. LOFT 12 x 8 c.d. 300 cfm hvaclnth REPORT Tue Jun 11 11:26:41 2002 p:*-fbc2001*houses*winchesterA-mechanical*fIwchesth.htg 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 2 3B FL. DUCT 5 90 3 3C FL. DUCT 6" 90 4 3D FL. DUCT 7" 90 9 3E FL. DUCT 8" 90 0 Z W I W CQ 0 0 0 N M r— g SHEET: ISO -H Flood Ilghts 24500 V.A. GENERAL ELECTRICAL NOTES: 9012 Wed Aug 21 09:13:51 2002 p: fbc2001-*houses*winchester*eleotrio*flwincell-ele 1500 CIRCUITRY IS DIAGRAMATIC ONLY, FIELD DESCRIPTION CONDITIONS MAY CHANGE ACTUAL INSTALLATION. 10 Gauge/2 Cond. Copper 500' 12 Gauge/2 Cond. Copper PROVIDE AFCls (arc -fault clrcult Interrupters) IN 14 Gauge/2 Cond. Copper 5 l 14 Gauge/3 Cond. Copper ALL DWELLING UNIT BEDROOMS PER NEC, 200 AE — (I 6 Gauge/3 Cond. Copper SECTION 210-33 Wed Aug 21 09:13:51 2002 THE A/C DISCONNECT WILL BE LOCATED WITHIN QUANTITY DESCRIPTION ----------------^--- 12 3 FEET OF THE COMPRESSOR, 3 220 V. Special Receptacle LIST OF OPTIONS: CLN B344A - 3 Gang Box n a 8 CLN B620H - Octagon Hanger 1 10 1 Cable TV 1 CFA OPTIONAL COACH LIGHTS, (2) FLOOD LIGHTS AT REAR AND GARAGE OUTLET - OUTSIDE AIR (-11 1 ll RANGE rl Deluxe Broadway 2' P3298-10 1 PLACE ON SEPERATE CIRCUIT CONDITIONING UNIT x Door Bell Chime 1 2P-30 a 18 Duplex Receptacle 1 Exhaust Fan GSD OPTIONAL GARAGE SOLID FLUSH SERVICE DOOR LIGHT - n n 2 Power Disconnect Switch PLACE ON SEPERATE CIRCUIT DRYER 1 OUTSIDE AIR RAC 7824 - Octagon Nail -On (� t, CONDITIONING UNIT 1 Smoke Detector ELECTRICAL SYMBOL LEGEND: Switched Receptacle P.(1 Telephone Outlet 9 Three Way Switch 2 Wall Mounted Ltg. Fixture 3 �1 ro n Oq Power Disconnect Switch AIR HANDLER N PF AIR HANDLER o Door Bell Chime n "• is Door Bell Buzzer 2P-40 a n, 2P-30 A �n SPARE NOT WATER Celling Fan (By Others) iz HEA1IER ab f 20 A 20 a OSmoke Detector WASHER n. a. n KITCHEN APPLIANCE •1 20a Ka Light Fixture Bath LOFT (ARC FAULT) i1. n MICROWAVE Exterior WP Lamp 15 a WING ROOM ri ar. 20 a z� %1 KITCHEN APPLIANCE 12 $ Single Pole Switch 20 a 20 a F• OPT.DISHWASHER ri e n OPT.GARBAGE DISPOSAL Three Way Switch G.F.I. - 15A 20A Single Receptacle BEDRM.'3 & --4 (ARC FAULT)n es n BATHROOM OUTLETS BAT H 15 A. 20 A Duplex Receptacle GENL.LTG. Ist FLOOR n) r'1 SPARE GFI Receptacle15 a BATH "l& 82 n 15 a n MASTER BATH GFI CKT. H.R.4H.R.CKT. #14 & 16 rya a15a (nom Switched Receptacle TTrr REFRIGERATOR n J,, e n FAM. RM. CIRCUIT o ® 220 V. Speclal Receptacle /5 a SPARE (�'� l5 a � � BEDRM.•2 (ARC FAULT) - Celling Ltg Fixture 15 a I5 a SPARE n n MASTER BEDROOM Recessed Ltg. Fixture ®R 15 a 15 a (ARC FAULT) moo= HALL/2nd FLOOR ATTIC n �, ,� n SMOKE DETECTORS , "J Exhaust Fan 15 a 15 a SPARE a nExrERtoR/GARAGE ouTLETS AT Cable TV DINING ROOM 11��rv`jl Telephone Outlet *SEE MANUFACTURER FOR BREAKER SIZE 150 AMP. MAIN BREAKER LOAD CENTER Flood Ilghts 24500 V.A. eleclnth REPORT 9012 Wed Aug 21 09:13:51 2002 p: fbc2001-*houses*winchester*eleotrio*flwincell-ele 1500 QUANTITY DESCRIPTION -------- ----------------- 101 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' 6 Gauge/3 Cond. Copper elecitem REPORT Wed Aug 21 09:13:51 2002 p:*fbc200l*houses*winche8ter*electric*flwincell-ele QUANTITY DESCRIPTION ----------------^--- 12 1451 Single Pole Switch 3 220 V. Special Receptacle 2 CLN B344A - 3 Gang Box 28 CLN B418A - 4x4 Plastic Box 8 CLN B620H - Octagon Hanger 1 CRS LC230EC - 150 Amp Panel 1 Cable TV 1 Ceiling Fan (By Others) 7 Ceiling Ltg Fixture 1 Deluxe Broadway 2' P3298-10 1 Door Bell Buzzer 1 Door Bell Chime 1 Door Bell Transformer 18 Duplex Receptacle 1 Exhaust Fan 1 Flour Ltg 4'L (2B) 11 G.F.I. Receptacle 2 Power Disconnect Switch 18 RAC 7302 - 1 Gang BoX 3 RAC 7824 - Octagon Nail -On 5 RAC 7835 - 2 Gang Box 1 Smoke Detector 2 Switched Receptacle 1 Telephone Outlet 9 Three Way Switch 2 Wall Mounted Ltg. Fixture 3 Weatherproof Receptacle ..ivectriotiwincen-r.eie uct. zci, ifi 6H ELECTRICAL CALCS. MODEL: WINCHESTER 4 -BED 3004 SO/FT LIVING AREA TABLE 220-30 LARGEST LOAD -HEAT 36 AMPS (2 240 VOLTS - 24500 V.A. 3004 SO/FT (T 3 V.A.GENERAL LIGHTING- 9012 TWO SMALL APPLIANCE CIRCUITS Q 1500 V.A•EACH 3000 LAUNDRY CIRCUIT 1500 ONE OVEN 11700 ONE WATER HEATER 4500 DISHWASHER 1500 DRYER 5000 DISPOSAL 500 i TOTAL OTHER LOADS - 36712 V.A. IST IOKVA Q 100% 2ND v 4OX - LARGEST LOAD 10000 V.A. 10685 24500 45185 / 240 VOLTS - 188 AMPS 'UAL SERVICE SIZE 200 AMPS �c CFA CFA �- N.R. CKT. "2&4 H.R.CKT. *20 �--MICROWAVE OUTLET ABOVE RANGE H.R.CKT. "3/ plan H.R. CKT. '17 H.R.CKT. #5&7 Fir CFA i o Lq FLUO ESCENT FIXTURE H T CENTERED OVER ISLAND R24 OZ: � H.R. CKT. QIVZ) =--------- "23 KITCHEN FAMILY ROOM I�EJ a N.R. CKT. : »IS H.R.CKT. 38 AT N.R. CKT, , *32 ab f db d -------------------- sw. L — — a H.R. CKT. 3 F• G.F.I. - J.B. *l BAT H PANTRY Xn CKT. H.R.4H.R.CKT. #14 & 16 ' "26 ' moo= , DINING ROOM H.R. CKT.-, --- ; I #6 & 8 GARAGE G.F.I.i J.B. *2 H.R. CKA-11. I 7 -a' #40 --------------------- ----------------------- I OUTLET OUTLET FOR CFA DOOR OPENER -�---UP TO LIGHT ----------- 2nd FLOOR AT PANEL I LIVING ROOM BOX , I, I I N.R. CKT. OR CHIME , ; ---------- CFA �- N.R. CKT. "2&4 H.R.CKT. *20 �--MICROWAVE OUTLET ABOVE RANGE H.R.CKT. "3/ plan H.R. CKT. '17 H.R.CKT. #5&7 Fir SHEET: EL/ Lq QZ OZ: QD QIVZ) Q CQ a L SHEET: EL/ MASTER BATH BATH *2 •p BATH *I ' BEDROOM i *2 MAST R BEDROOM ELECTRICAL ISOMETRIC GENERAL ELECTRICAL NOTES: CIRCUITRY IS DIAGRAMATIC ONLY, FIELD CONDITIONS ' MAY CHANGE ACTUAL INSTALLATION. PROVIDE AFC1s (arc -fault circuit Interrupters) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-33 THE A/C DISCONNECT WILL BE LOCATED WITHIN i 3 FEET OF THE COMPRESSOR. UST OF OPTIONS: 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: 0" Power Disconnect Switch o Door Bell Chime A Door Be// Buzzer XCeiling Fan (By Others) OSmoke Detector Light Fixture Bath Exterior WP Lamp $ Single Pole Switch Three Way Switch Single Receptacle Q Duplex Receptacle Q GFI Receptacle GFl (�sw Switched Receptacle ® 220 V. Special Receptacle �} Ceiling Ltg Fixture ® Recessed Ltg. Fixture "J Exhaust Fan ATV Cable TV [) Telephone Outlet o Flood lights elecitem REPORT Wed Aug 21 08:54:56 2002 p:*-fbc200l*houses*winchester*electric*flwincel2.ele QUANTITY DESCRIPTION 17 1451 Single Pole Switch 11 CLN B620H - Octagon Hanger 1 Cable TV 1 Ceiling Fan (By Others) 11 Ceiling Ltg Fixture 2 Deluxe Broadway 2' P3298-10 1 Deluxe Broadway 3' P3299-11 25 Duplex Receptacle 4 Exhaust Fan 3 G.F.I. Receptacle 1 H-7T-Rec Lht 2 Power Disconnect Switch 53 RAC 7302 - 1 Gang BoX BEDROOM 4 RAC 7835 - 2 Gang Box *3 7 Smoke Detector 5 Switched Receptacle 1 Telephone Outlet 5 Three Way Switch A / A /"T A- P-% W L H.R. CKT. *30 F X 0 eleclnth REPORT Wed Aug 21 08:54:56 2002 p:*fbc2001*houses*winchester*electric*flwincel2.ele QUANTITY DESCRIPTION ----- ---------------------------- 1106' 14 Gauge/2 Cond. Copper 254' 14 Gauge/3 Cond. Copper 117' 6 Gauge/3 Cond. Copper _ BEDROOM #2 A BATH #2 /-1 A -7- I 1 _q_ I ,SID -- — — — — — — — — — — R.�C T. I I I I I I I I I I I MASTER BEDROOM � I I I I I I -- - - - - - - - - -- / \ —DOWN TO / I SWITCH / : Ist. FLOOR ELECTRICAL LAYOUT BEDROOM #3 J r' . H.R. dXT. *25 BEDROOM #4 H.R: CKT. LOFT V) 0 SHEET: EL2 1 w k DBL TEE 26E W/ CD, 29K 6C I�Zx3„ NOTE IJ ALL PIPE SIZES ARE BASED ON NIBCO FITTINGS, 2.1 DO NOT GLUE "P" -TRAPS ABOVE FLOOR UNE UNTIL DRYWALL IS INSTALLED. ..lmechanicallflwchestp.iso Oct. 21, KIT SINK JJ' ISLAND 3" C Y \ 44 k EANOUT PLUMBING DIAGRAM 9' plumitem REPORT TO SEWER Thu Aug 22 09:13:53 2002 p:*fbc2001*houses*winchester*mechanicol-*flwchestp.plm QUANTITY DESCRIPTION -------- ---------------------------- 8 146 90 ELL 1"5P 4 14D 90 ELL 3P 1 15D 90 FTG ELL 3Sx3P 2 16B 90 ELL 1"5P LT 2 18C 45 Y 2P 3 18E 45 Y 3Px3Px3P 1 18F 45 Y 3Px3Pxl.5P 2 18G 45 Y 3Px3Px2P 1 18L 45 Y 4Px4Px3P 1 1A FTG ADJ CL FL 4S 3 1B FTG ADJ CL FL 4Sx3S 4 21B 45 ELL 1"5P 4 21C 45 ELL 2P 8 21D 45 ELL 3P 1 22B 45 FTG ELL 1.5Pxl.5S 1 22C 45 FTG ELL 2Px2S 1 22D 45 FTG ELL 3Px3S 5 236 TEE 1.5P 1 23G TEE 2Pxl.5Pxl.5P 1 23H TEE 2Pxl.5Px2P 3 23I TEE 2Px2Pxl.5P 2 23J TEE- 5 23K TEE 3Px3Pxl . 5P 1 28D TST TEE W/ PL 4Px4Px4F 1 2E CPL 3P S� 2 4D FTG FL BUSH 3Sx2P .1 4F FTG FL BUSH 4Sx3P 2 68 P—TRAP 2P 3 6C P—TRAP W/ UNION JT 1.5Pxl.255J 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 n 4 p I urn! tern REPORT Thu Aug 22 10:13:22 2002 p:*fbc200l*houses*winchester*mechanlcal*flwchestp.plm QUANTITY DESCRIPTION -------- ---------------------------- 4 140A 90 ELL Cu 1/2" 1 140M 90 ELL Cu 1/2 Drop 2 200A Tub/Shower Diverter 1 200B Shower Diverter 1 300C Angle Valve 1/2" x 3/8" 17 56A CPVC EL90 .5 15 56B CPVC EL90 75 2 58A CPVC EL90 STREET .5 2 60B CPVC EL45 .75 sMAS, 5 64B CPVC TEE .75 �' BATH. 2 64D CPVC TEE .5x.5x.75 �o,,//`` 6 64E CPVC TEE .75x.5x.5 140M LAV.*1 , 1 64F CPVC TEE .75x.5x.75 3 64G CPVC TEE .75x.75x.5 400 q2008 SHWR. o' g DIV. 56A TOILET/SHWR. ROOM U p I um I nth REPORT3008 U 56A Thu Aug 22 10:13:22 2002 �•/�� WAC o l40M a �UB p:*fbc200l*houses*winchester*mechan!cGi-flwchestp.pim QUANTITYDESCRIPTION --------- I V2, o z ` �2H. -------- 59' .5" CPVC PIPE 103' CPVC PIPE 64 N %2"C, 56A a .75" 3' 1/2" Cu Pipe 56A 648 3/"HOT v a ;' %2" COLD %2" HOT 64E TUB ti D 200A 64E 3/"COLD COLD B.R."2 BATHROOM 70A MAIN BATH 'TUB DIV. 648 3�'COLD %' HOT 64G WIC � � 3/q" H. LAV. 56A 56A LAV. Y " C. 60A 568 56A 64E 2" IZ4 3y"COLD 6 �8 568COLD a �. 90A COLD MAIN BATHROOM 3 666 70 56B "HOT 648 s�"NOT 568 56A �KITCHEN SINK i 54A V2 HOT �2° COLD Oct. 21. 2003 14.3525 ISLAND SINK ICE -MAKER ROUGH -IN BOX ROUGH -IOW 56A 2„ C BOX 64E �2" C. �2 56A EXT. HOSE BIBB 3/"COLD 3/"HOT o Ist. FLR, M FWD. RM. W/C i C. WATER LINES COLD -------• HOT - - 1st. FLR. FW D. RM.� LAV. 56A %2" HOT %2" COLD l 0648jj z 56A WATER EXT. HOSE HEATER 8188 M 12'C- " FROM MAIN WATER SERVICE y N FASTENERS SCHEDULE USING'/s' X Z'/4' TAPCONS THROUGH BUCK INTO BLOCK NOTE 1) 12WIDE: 2 FASTENERS IN HEADER -JAMB NOTE 6) 6 HIGH 26%':4 FASTENERS IN EACH SIDE JAMB NOTE 2) 2 WIDE: 2 FASTENERS IN HEADER -JAMB NOTE 7) 438 WINDOW INTO FRAME OPENING: *10 X IV NOTE 3) 3 WIDE:3 FASTENERS IN HEADER -JAMB SCREWS OR 8d RING SHANK NAILS MAX. FFROM NOTE 4) 2 HIGH:2 FASTENERS IN EA. SIDE JAMB CORNERS MAXIMUM SPACING 24'ON CENTER. NOTE 5) 3,4,OR 5 HIGH:3 FAST, EA, SIDE JAMB NOTE 8)SGD FASTENED WITH:*10 1%':PANHEAD ALL HOLES SILLS%6" X 13 "ANCHORS EVERYHOLE NORANDEX SERIES (MO)437-(FO)438 WINDOW SIZE CHART' WINDOW & DOOR TYPES/1D'S FOR C.M,U,WALLS W/ ROUGH OPENING WIDTHS SIZE SINGLE MD. FAST. DOUBLE M.O. FAST. SIZE SINGLE FD. FAST. DOUBLE F.O. FAST IH2 27V4 X 26 1,4 IH2 25Y4X 25%4 7 3467 IH3 27 4X 38V4 1,5 IH3 2574X 3772 7 16512657 IH5 27V4 X 63 1,5 4'-6' MAX,OPN'G IH5 25:74X 62V4 7 SEE PLAN FOR OPENING IH6 27Y4 X 76% 1,6 WINDOW OR DOOR OPENING IH6 25 4X 76 -, -x, 7 (907 23 37 4 X 38V4 2,5 74 4 X 38 4 2,5 23 3-6 4 3 7 V2 7 73 4 X 3712 7 24 37 X 50% 2,5 74Y4X 5OF8 2,5 24 36114 x 497 7 73 4 X 49 8 7 24/5 37 X 56 2,5 74 4 X 56 2,5 24/5 36V4 x 55V4 7 73V 4X 551 7 25 37% X 63 2,5 74 X 63 2,5 25 36Y4 x 62V4 7 73V 4X 621 7 26 3 7 -'14 X 76-114 2,6 74,114 X 76-1'4 2,6 26 36114 x 76 7 73Y4 X 76 7 C2M6 37 4 X 72 2,5 74T4 X 72 2,5 C2M6 3611d x 7111d 7 7374 X7 -1-V4 7 34 53 X 50 315 3'-3" TO 4'-4" R.O. 34 52 x 497 7 4014 35 537s X 63 3,5 149 35 52 ( 62V4 7 822 36 1 5378 X 76Y4 3,6 1 1 36 52 YOx 76 7 STANDARD BAY OPT. 2063 243141 X 63 1l,5 25 1 37�Y4X 63 1 1,5 SERIES 500/502 SGD DOOR OPENINGS SIZE MD. FAST. F.O. FAST. 5068 631 X 813 8 5068 6OV4 X 8OV4 8 6068 7572 X 81,-1'4 8 6068 72V4 X 801 8 6080 79 X 97 14 8 6080. 75 X 961 8 OCTAGON SIZE M.O. FAST. F.O. FAST. 20" 225 X 225 7 20" 19,YR X 19�Ys 7 24" 26918 X 26% 7 24" 233 X 2321 7 30" 325 X 32Y8 7 1 30" 29 X 29 7 SINGLE HUNG EYEBROW R.O. CHART SIZE SINGLE MD. FAST. DOUBLE MA FAST, SINGLE FD. FAST. DOUBLE FA FAST. IH5 27Y4 X 65 45 53-314 X 65 1,5 1H5 25%X 62V4 7 1 52V4 X 62 4 IH6 27V X 78314 1,6 53%X 78 4 1,6 IH6 25,Y4 X 76 7 1 52 4 X 76 25 37-314 X 65 /,5 7 4,314 X 65 1,5 25 36/4 X 62V4 7 1 7,3V4 X 62V4 7 C2M6 37 4 X 74 1,5 743 X 74 1,5 C2M6 36%4 X 7114 7 7,3V4 X 71A 7 26 3 7,31A X 783 / 6 74 X 78% 1,6 26361 X 76 7 731 X 76 7 35 53 8 X 65 1,5 NA 35 52 8 X 62V4 -7 7 NA 36 1 53 8 X 78-3141 3,61 NA 36 52 8X 6 7 NA SPECIALTY WIN S SIZE FAST. SIZE 60X48 W60 CT 59Y4x 77V4 7 SUN11 jrX s ffLITE 191 X 591 64X48 SU W64 CT 63I x 79I 7 Q o 4 IEYEBROW 59X4X11V4 X6V4 7 64X60 W64 CT 631 x 911 7 36 KX 2/X , 35VQX20V4X17V4 7 BRIS OL X Is 5BRO" 48X15 4X11 4 7 D83oBXR36 59V4 X 35V4 7 301 ROUND 36Y4 X ITY4 7 52 ROUND I 51V4 X 25Y4 7 ROUND MULLED TO UNIT SIZE• FAST. SI FAST. 23 W 30 CT 3/ 37 x 583/ 2,5,7 23 W 30 CT 36V4x 56 7 24 W 30 CT 373/ x 71 2,57 24 W 30 CT 36%4 x 68% 7 25 W 30 CT 37-Y4x8JV2 2,57 25 W 30 CT 36Vx 80-'14 7 34 W 30 CT 53%8 x 71 2,57 34 W 30 CT 5278X 6838 7. DB23 W 30 CT 74f4 x -5-8T4 2,5,7 D823 W 30 CT 73/4 x 56 7 D823 W 40 CT 74 4 x6478 2,5,7 DB23 W 40 CT 73V4 x 61%8 7 DB23 W 60 CT 743/ x77V4 2,57 DB23 W 60 CT 73%4 x 74%2 7 D824 W 30 CT 743/ x 7/ 2,5,7 D824 W 30 CT 73%4 x 68Y8 7 DB24 W 60 CT 74 4 x89 Yq 2,5,7 D824 W 60 CT 73%4 x 86%6 7 D825 W 40 CT 743/4 x89% 2,5,7 D825 W 40 CT 73%4 x 86% 7 D825 W 60 CT 743/ x 102 12,5,7 1 DB25 W 60 CT I 73X4 x 99X4 1 7 q I 8'D BLOCK TIEBEAM w/ 1.5 REBARS SEE SECTION UNLESS NOTED OTHERWISE v b h 21 MAY CUT BACK 2 x 6 P.T.B NOTE: TOP TO ALLOW CONT. 2x4 RECESSED BLOCKING AROUND CURVE PRECAST LINTEL I MIN.W/ TAPCON ANCHORS 7/!6' OSB W/ 6d NAILS 11, g 6104. TO SIDE & TOP NAILER 2 x 4 SPF CONTINUOUS / BLOCKING ATTACHED TO 7/161OS9 w/ 2 16d NAILS 2 x 8 P.T.w/ TAPCON HW4-234 (114'x 2 3/41) 0 10-0.c. MAX. SEE PLAN FOR OPENING CONTRACTOR NOT& FOR INSTALLATION SIZES OF NORANDEX WINDOWS SERIES 437/438 UP TO 53%8' x763b' AS PER TE� -062420) ARCH W I NDa FOR C.M.U. INSTALLATION SCALE:NTS ...11251in-win-sch.wil Nov. 20, 2003 11;50:24 WINDOW NOTES F.O.WIDTH IS FROM JACK TO SILL. F,O, HEIGHT IS FROM SILL TO BEAM. M.O.WIDTH IS FROM BLOCK TO BLOCK. M.O. HEIGHT IS FROM LIP OF SILL TO PRECAST, Ist.DIMENTION IS ALWAYS WIDTH. UNIT OF MEASURE IS INCH. RAFTER TIE ,'SEE CHART) STUDS AND JACKS DER CHART ARCH WIND. FOR FRAME INSTALLATION MATERIALS I. f'c precast lintels = 3500 psl. 2. f'c prestressed lintels = 6000 psi. 3, f'c grout - 3000 psl w/ maximum %8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/minimum net area compressive strenght -1900 psl. 5, Rebar provided In precast lintel per ASTM A615 GR60.F'leld rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxatlon. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD AND BEAR AN AMMA OR WDMA LABEL INDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. =SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-UNTELS RT f12 B 24" ,C. �- HEADER PER LOCATION WINDOW & DOOR TYPES/1D'S FOR C.M,U,WALLS W/ ROUGH OPENING WIDTHS LINTEL MAX.SPANS _T TYPE 8U8 al NAILS 6oc 8F16 -IB IH2,IH3,IH5JH6,& 2,,? OCTAGON WINDOWS (27 1/4" R.OJ 2'-8'4'0 MAX.OPN'G & TOP NAILER r7,1211� (48'1 PRECAST F CONTINUOUS 3467 6039 H 2 , SH 24, SH 24/57 25, H 26,& 30' OC AGON WDS. ALSO 23,2025 HALF RNDS. 07 3/4" R.OJ TTACHED TO 4'-6' (54") / 2 16d NAILS 16512657 6039 HEADER PER LOCATION REO. W1 COR RF1 OW ONI Y 4'-6' MAX,OPN'G 5'-10' (70 SEE PLAN FOR OPENING 972 1414 4144, WINDOW OR DOOR OPENING 61-3" MAX.OPN'G RAFTER TIE ,'SEE CHART) STUDS AND JACKS DER CHART ARCH WIND. FOR FRAME INSTALLATION MATERIALS I. f'c precast lintels = 3500 psl. 2. f'c prestressed lintels = 6000 psi. 3, f'c grout - 3000 psl w/ maximum %8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/minimum net area compressive strenght -1900 psl. 5, Rebar provided In precast lintel per ASTM A615 GR60.F'leld rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxatlon. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD AND BEAR AN AMMA OR WDMA LABEL INDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. =SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-UNTELS SAFE LOAD LBS/LINEAR FT. WINDOW & DOOR TYPES/1D'S FOR C.M,U,WALLS W/ ROUGH OPENING WIDTHS LINTEL MAX.SPANS LENGTH TYPE 8U8 sfrsoe 8F16 -IB IH2,IH3,IH5JH6,& 2,,? OCTAGON WINDOWS (27 1/4" R.OJ 2'-8'4'0 MAX.OPN'G (48'1 PRECAST 2p2g 3467 6039 H 2 , SH 24, SH 24/57 25, H 26,& 30' OC AGON WDS. ALSO 23,2025 HALF RNDS. 07 3/4" R.OJ 3'-2' MAX.OPN'G 4'-6' (54") PRECAST 16512657 6039 SH 34, SH 35, SH 36 & 4068 S.G.D. (54' R.OJ 4'-6' MAX,OPN'G 5'-10' (70 PRECAST 972 1414 4144, DOUBLE/ TWIN WINDOWS SH 23,SH 24,SH 24151SH25 & SH26 GLASS DRS.6068 S.G.D. (74'R.Od & 6080 S.G D. (771 "R.OJ 61-3" MAX.OPN'G T-6' (907 PRECAST 767 2385 2610 SINGLE GARAGE DR.8070 OB.OR, (96' R.OJ 81-0" MAX.OPN'G 94 (112') PRECAST 573 1469 1818 . TRIPLE WINDOWS SH 23SH 24SH 24/5,SH25 & SH26 ALSO FOR USE OF BAY WD, SPAN 8'-8" OPEN'G (1113/4' R.OJ 9-4' MAX.OPN'G 0-6 (126) PRECAST 456 1125 1514 TWO CAR GARAGE DR.1670 O.H.OR (192' R.OJ 161-0' MAX,OPPG 17'-4' (208') PRESTRESSED N,R, NR 950 xSAFE GRAVITY LOADS W/ 0 RECESS DOOR FOR 8" PRECAST U -LINTELS SAFE L86/LINEAR LOAD FT. DOOR ROUGH OPN'GS (1) TYPE LENGTH 6RU6 8RFW8 aRr r4ae 2'-0' TO 3'-0' R0, 4'-4' (52) PRECAST 1489 29x2 4982 3'-I' TO 3'-2R.O. 41-60 (50 PRECAST 1357 982 3'-3" TO 4'-4" R.O. 5'-8' (68") PRECAST 785 1550 4014 4'-5" TO 4'-6' R,O, 5'-10' (707 PRECAST 735 149 3811 4' -PTO 5'4R.O. 6'-8" (80 PRECAST 822 2933 2933 5' S" TO 6'-2" R.O. 7'-6' (90") PRECAST 665 2252 2329 LINTELS SHALL BE BY CAST -CRETE TYPICAL DESIGNATION •5 REBAR AT TOP TYPICAL GARAGE DESIGNATION •5 REBAR AT TOP 8' NOMINAL WIDT MIN.(/) REO D MIN.lN REOD a. ° 2-1/2' TO BOTTOM -2X2' TO BOTTOM F- FILLED WITH GROUT/ U -UNFILLED o ' OF REBAR F- FILLED WITH GROUP/ U -UNFILLED OF BAR OUANTITY OF •5 REBAR AT : • + C�l� QUANTITY OF 05 REBAR �t ' ' + t� AT BOTTOM OF UNEL CMU' I BOTTOM OF BOND BEAM r ; ` Ili . '. •`,' z ' BF16-I B-1 T GROUT 8016-OB/I T U,4 GROUT' ,L QUANTITY OF •5 REBAR IQUANTITY OF •5 REBAR AT 2' to , ; • 5 REBAR AT BOTTOM IL FROM TOP OF LINTEL CAVITY o' 5 REBAR AT BOTTOM AT 2/2 -FROM TOP OF LINTEL CAVITY NOMINAL HEIGHT • • OF, LINTEL CAVITY OF BOND BEAM ' ' WHEN CALLED FOR ON NOMINAL WIDTH NOMINAL HEIGHT I FLOOR PLAN BOTTOM REINFORCING r-5is'AcrvAL 7.5/8'ACTUAL PRaV1N�lIN ES1 LINTEL NOMINAL WIDTH 4 1 OTTOM REINFORCING 8" NOMINAL WIDTH PROVIDED IN LINTEL (VARIES) NORANDEX VERTICAL MULLON CLIP STYLE FLA -45 NORANDEX HORIZONTAL MULLON CLIP STYLE FLA -45 ° a ° ° •° ° (4)V4"X 21114'TOPCON IN BLOCK dd '"4 '-#A 'v •4 0 Qa "10 X 1% FOR IN FRAME APPLICATION 1x3 MULLION (XFLA-26-1 (XFLA-26-1) 1x3 MULLION Ix4 MULLION (XFLA-39) (XFLA-39) 1x4 MULLION • WINDOW ---- `A-`'` CAULK TOP JAMB i (2) V4" X 2V4' rOPCON DW SILL OF MULL SILL •10 X l3/ FOR IN FRAME APPLICATION WINDOW CAULKOF MULL I 1-15/16' HEAD �i PRECASTED L -_ DOW SILL JAM 1> D D P p 3/4'MAX, D D (4) 2Vq "X 2V4" TOPCON o 3/4" ® JHE ' b pp FLA -45 (XFLA-26-1 MULLION ANCHOR CLIP Ix4 MULLION (XFLA-39) FLA -45 16 GA.GALV. I/4" 1x3 MULUON MULLION ANCHOR CUPSHEET METAL 16 GA.GALV, 800 LB.MAX CAPACITY SHEET METAL 800 L8.MAX CAPACITY V) 0 V) c3' p a (nZi o w i CD �W3 LLU V) v w N Z o w mom ¢ > gLAJQ 3 Nz¢ o U -J p U'O S � N o a� o LO otic ��o o LQ Ls 0 v - c.> Ly1 Czm �W �V7o ow Maronda Systeras CONTRACTOR NOTE: 4005I�arl�racl�� �)�+�ay CONCRETE LINTEL FOR INSTALLATION SIZES OF NORANDEX CONTRACTOR NOTE: Sanford, rl_ 2771-1 BY CAST -CRETE ,_ ,_ . FOR INSTALLATION SIZES OF NORANDEX CONCRETE LINTEL 407 321 - 00611 CONCRETE LINTEL : • SLIDING COOK SERIES 500 UP TO 8 0°x6 8 BY CAsr-CRETE �' BLK.W/ 1-05 BAR AS PER " 96-0131,10 & SERIES 502 UP TO WINDOWS SERIES 437/438 UP TO CONCRETE LINTEL SEE CROSS SECTION 8' 0" x8'-0" MAX. 53 1/8" x76 3/8' AS PER TEST"96-0624.20) BLK.W/ I-05 BAR 2 x 8 P.T. AS PER TEST096-0608.20) 53 118'x76 3/8" AS PER TEST"96-0624.201 SEE cRoss secrroN I x 4 P.T. At.UNTEL Iii TEMP NAIL 7� PA.UN.CA -C (ECP (CAST•CRETE) ECP (CASTCRETE) (4)14' X 3' TAPCONS STAGGERED OR (20)8d COILNAILS AS PER ENGENEER AND 2Vq'TAPCONS THRU WINDOW FRAME,BUCK I A AND INTO BLOCK WITH 1Vq' EMBEDMENT. Px rPr THREE SIDES CALETONTS NTEL CONNECTION � Roberts / P.T. TO LINTEL CONNECTION FOR FASTS INO SEE DETAIL ye �ii?1i31C1 l . tl�,�,8 SCALE Nrs 2 2 B Ix x 4 P.T. PRE-CASr SCL TEMP NAIL FOR VERT,REINF Q 2 x 8 P.T. OPENING RE: FLOOR PLAN � � 2mFOR VERT,REINF � / FRA OPENING RErFLOOR PLAN RECESS s lF RED. 71 FIN AOR '/,6"X 2'/q'TAPCONS THRU WINDWINDOWAfEBUCK, It AND INTO BLOCK WITH 0' EMBEDMENT. (4) V4' X 3" TAPCONS STAGGERED OR (90)6d COILNAILS AS PER ENGENEER BUCK FOR SLIDING BUCK FOR ALUM. WINDOW PT TO C M U CONNECTION GL. DR. INSTAL. INSTAL. T 0 M.U.C.B Nrs ' ' ' SHEET: TO C.M.U.- SCALE NTS SCALE NTS 2 P.T,TO C.M.U. CONNECTION ALLOWABLE CONTINUOUS FILLER UP TO A IX NAILED TO 2X80 6'OC.STA00ERE0 SCALE ITS N ITEoM PART N° QTY. DESCRIPTION 1 FLA -45 2 MULL BAR t YFl A -9F-1 As RECD I /Y.3' HFAVY ni 1 -SH WITRANSOM A CIRCLE TOP OR TRANSOM MULL VERT. MULL A 74' - VENDOR PURCHAS -ILE EXT, CONCRETE FILLED CELL CAULK TOP OF MULL 1 o 0 z FLA -45 MULLION ANCHOR CLIP 16 GA. GALV. Q w SHEET METAL a 400 LB. MAX CAPACITY s P j �X �Q Zi i WINDOW JAMB 76-3/4' CAULK BOTTOM OF MULL NOTES: PRECASTED I) CONCRETE HEAD.SILL SILL AND JAMBS COMPRESSIVE STRENGTH -2,500 PSI 0 28 DAYS. p p D 2) ALL TAPCON FASTENERS SHALL D D HAVE A 1-114' )VIN.EMBEDMENT INTO MASONARY. 4 �H DESIGN LOAD CAPACITY MULL POSITIVE NEGATIVE MAXIMUM 53-118* LENGTH 1 -SH WITRANSOM A CIRCLE TOP OR TRANSOM MULL VERT. MULL A 74' - VENDOR PURCHAS -ILE EXT, CONCRETE FILLED CELL CAULK TOP OF MULL 1 o 0 z FLA -45 MULLION ANCHOR CLIP 16 GA. GALV. Q w SHEET METAL a 400 LB. MAX CAPACITY s P j �X �Q Zi i WINDOW JAMB 76-3/4' CAULK BOTTOM OF MULL NOTES: PRECASTED I) CONCRETE HEAD.SILL SILL AND JAMBS COMPRESSIVE STRENGTH -2,500 PSI 0 28 DAYS. p p D 2) ALL TAPCON FASTENERS SHALL D D HAVE A 1-114' )VIN.EMBEDMENT INTO MASONARY. 4 �H DESIGN LOAD CAPACITY MULL POSITIVE NEGATIVE MAXIMUM LENGTH X LA- 6-I -45PSF -45PSF WN 1/x34 D.P. D.P. 76-3/4" CONCRETE FILLED d CELL 4. SECTION A -A VERTICAL VIEW MAX.WIDTH 1140'x 2-114' HEX HEAD TAPCONS (2) PER CUP DW SILL SH HEAD I" x 3" MULLION (XFLA-26-I) I' x T MULLION (XFLA 26-1) WINDOW SILL P v 3' MULLION -A-26-1) WINDOW JAMBS 1140'x 2-114' HEX HEAD TAPCONS (2) PER CUP %4" 1140' x 2-114' HEX HEAD TAPCONS SECTION C -C (2) PER CLIP VERTICAL VIEW SON 1) uj 0 WN O ti I14` 1140' x 2-11-T LQ z LJ HEX HEAD TAPCONS WOOD BUCKS NOT BY NORANDEX MUST SUSTAIN IMPOSED LOADS. OR T6 WITH TYPICAL WALL THICKNESS OF 0.062. 314' 0 NOTES. ti I14` 1140' x 2-11-T I) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 HEX HEAD TAPCONS WOOD BUCKS NOT BY NORANDEX MUST SUSTAIN IMPOSED LOADS. OR T6 WITH TYPICAL WALL THICKNESS OF 0.062. v (2) PER CIDP CONTRACTOR IS RESPONSIBLE FOR 2) THIS DRAWING IS VALID FOR ONLY THE INSTALLATION o MAINTAINING STRUCTUARAL OPENING OF 438 (48'x 48" MAXI NORANDEX PRODUCTS. J W SECTION B -B`` AND ANY WOAD FRAMING AROUND WINDOW. 3) THE RESPONSIBILITY FOR SELECTION OF NORANDEX J $ HORIZONTAL VIEW W PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, o v� � W Q BUILDING CODES, ORDINANCES OR OTHER SAFETY S W i 0 REQUIREMENTS REST SOLELY WITH THE ARCHITECT, � _ 8 0 z BUILDING OWNER OR CONTRACTOR. O� (J-) U 8d RING SHANK NAIL 4) INSTALLATION HOLES ARE TO FOLLOW ,"MANUFACTURERS' � h N o W11 -I/2' MIN. EMBEDMENT RECOMMENDATION MAX SPACING 6' FROM CORNERS O Q 'I -- N O SEE NOTE 4 FOR ANCHORx SPACING. AND TYPICAL 18'0.C.. co W Zz 5) GLASS THICKNESS BASED ON ASTM E 1300 GLASS `j Q CHARTS,AND MAY VARY DEPENDING ON SIZE. &)A PRESSURE TREATED WOODEN BUCK OR MARBLE Cn W.A. DAVIS JR. P.E. M W' m m Z 2 FL. REG. ENG.* 25539 FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE 7/30/02 U) ° `Q' ° I V AUG 2003 169156 p:Vkrandex\wdldgn NOTES. I) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 WOOD BUCKS NOT BY NORANDEX MUST SUSTAIN IMPOSED LOADS. OR T6 WITH TYPICAL WALL THICKNESS OF 0.062. CONTRACTOR IS RESPONSIBLE FOR 2) THIS DRAWING IS VALID FOR ONLY THE INSTALLATION MAINTAINING STRUCTUARAL OPENING OF 438 (48'x 48" MAXI NORANDEX PRODUCTS. J W AND ANY WOAD FRAMING AROUND WINDOW. 3) THE RESPONSIBILITY FOR SELECTION OF NORANDEX J PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, O U BUILDING OWNER OR CONTRACTOR. O� (J-) U 8d RING SHANK NAIL 4) INSTALLATION HOLES ARE TO FOLLOW ,"MANUFACTURERS' � W11 -I/2' MIN. EMBEDMENT RECOMMENDATION MAX SPACING 6' FROM CORNERS O Q 'I -- SEE NOTE 4 FOR ANCHORx SPACING. AND TYPICAL 18'0.C.. co W Zz 5) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS,AND MAY VARY DEPENDING ON SIZE. &)A PRESSURE TREATED WOODEN BUCK OR MARBLE Cn SILL SHALL BE ADDED UNDER THE PRODUCT TO Z FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE FIRMLY ATTACHED INTO FRAMING AND SUPPORT / THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED BY OTHERS). 7) SHIMS ARE OPTIONAL, MAX. SHIM STACK 1/4". FIXED GLASS O Sd RING SHANK NAIL W/1-1/2' MIN. EMBEDMENT SEE NOTE 4 FOR ANCHOR z W o m z SPACING. 3 w � o ALT HEADER SECTION o 0 0 4 LQ o 0 �� 8d RING SHANK NAIL o W11-112'MIN-EMBEDMENT z SEE NOTE 4 FOR ANCHOR SPACING. ti o DESIGN PRESSURE _ 45 PSE '` o m w W.A. DAVIS JR. P.E. HEADER SECTION o FL. REG.ENG. ": 5539 \ m m O d U I V AUG 2003 169156 p:Vkrandex\wdldgn III 27 AUG 2003 16.42:30 P-\-andex\wd2Agn # l0 X 1-3/4" P.H_S.M.S OR 8d 3/16"O TAPCON WITH A MIN. RING SHANK NAILS W11-110MIN. I -J/4" MIN. EMBEDMENT INTO NOTES: NOTES: EMBEDMENT SEE ELEVATION FOR CONCRETE. SEE ELEVATION P ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-7-5 ANCHOR SPACING_ OR T6 WITH TYPICAL WALL THICKNESS OF 0.062. FOR ANCHOR SPACING. ALL FW FASTENERS OR T6 WITH TYPICAL WALL .THICKNESS OF 0.062. ALL FW FASTENERS � 2) THIS DRAWING IS VALID FOR ONLY THE INSTALLATION LLJ ARE #10 R.H. S.M.S 2) THIS DRAWING IS VALID FOR ONLY THE INSTALLATION OF 437 NORANDEX PRODUCTS. OR 8d RING SHANK k Q OR 8d RING SHANK 53-118° OF 437 NORANDEX PRODUCTS. 3) THE RESPONSIBILITY FOR SELECTION OF NORANDEX Q NAILS WITH MIN EMBEDMENTENT 3) THE RESPONSIBILITY FOR SELECTION OF NORANDEX z � p- J _J Q MIN EMBEDMENT DOUa� o INTO 2 BY BUCK ° ° INTO 2 BY BUCK BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, v7 Q PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, �Z� Q BUILDING OWNER OR CONTRACTOR. 53-I/8" BUILDING CODES, ORDINANCES OR OTHER SAFETY 0 4) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO d d REQUIREMENTS REST SOLELY WITH THE ARCHITECT, Q MANUFACTURERS'RECOMMENDATION MAX SPACING 6" Z Q 24" O.C. MAX TYP BUILDING OWNER OR CONTRACTOR. FROM CORNERS AND TYPICAL 24" O.C.. Z 4) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO J W r CHARTS,AND MAY VARY DEPENDING ON SIZE. MANUFACTURERS' RECOMMENDATION MAX SPACING 6" Z Q h HEAD FLASHING ' 437 F;X;FD WINDOW E' 1 o FROM CORNERS AND TYPICAL 24° O.C.. (n Q R 7) THE WINDOW SIZES SHOWN ARE MAXIMUM SIZES W Z _u 5) GLASS THICKNESS BASED ON ASTM E 1300 GLASS J r4j C� Z k CHARTS,AND MAY VARY DEPENDING ON SIZE. m Q 6)A PRESSURE TREATED WOODEN BUCK OR MARBLE 8) WOOD BUCKS NOT BY NORANDEX MUST SUSTAIN O N �/ SILL SHALL BE ADDED UNDER THE PRODUCT TO Z Z)- �,- 437 FIXED WINDOW FOR MAINTAINING STRUCTURAL INTEGRITY OF THE FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE X 6TY /J /� / 27" R FIRMLY ATTACHED INTO MASONARY AND SUPPORT THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED SELF STACKING DETAIL A BY OTHERS). SILL 7) SHIMS ARE OPTIONAL, MAX. SHIM STACK 1/4". k O ;7- //�� \�\\ 8) THE WINDOW SIZES SHOWN ARE MAXIMUM SIZES Q 3 0 PAN HEAD "TEK" 437 SINGLE HUNG WINDOW 437 SINGLE HUNG WINDOW W11-112'MIN. EMBEDMENT SEE ELEVATION FOR AND INSTALLATION DEATIL INCLUDES OTHER SIZES ANCHOR SPACING. oot UP TO MAXIMUM SIZE. O oz 9) WORD BUCKS NOT BY NORANDEX MUST SUSTAIN x �Z ��ez STACKING °Er�AJL a IMPOSED LOADS CONTRACTOR IS RESPONSIBLE QFOR 3 S W N I" X 3" VERTICAL MAINTAINING STRUCTURAL INTEGRITY OF THE Q z Q Q OF THEWINDOW OPENING AND ANY WOOD FRAMING MULLION (XFLA-26-1) n'P• o Q SEE DWG MAR -00176-3/4" FOR INSTALLATION AROUND WINDOW HEADER. °o Q a ti lllhl PAN EAD `TEK" \��� 10 X I-3/4" P.H. S.M.S. �i 3 C) a _ //�� 0 DESIGN PRESSURE = x45 PSF W OR Sd RING SHANK NAILS 0 z#10 c 437 SINGLE HUNG WINDOW 437 SINGLE HUNG WINDOW W �'/ \\\ SELF STACKING m a PX 3" VERTICAL _ SEE ELEVATION FOR ANCHOR SPACING. SILL W i MULLION (XFLA-26-1) w o HEAD FLASHING BY OTHERS o c� SEE DWG MAR -002 !O F H. S MS. OR FOR INSTALLATION 4 a 24" O.C. QI SASH w 8d RING SHANK NAILS o MAX TYP lk o 76-3/4" W/1-1/2`MIN. EMBEDMENT Q Q 4 ALT. FIN ATTACHMENT Tr SEE ELEVATION FOR a UNDER SHEATHING ANCHOR SPACING. --i � ALL SH FASTENERS w 4 T Q 2x4 7-YI' ARE #10 P.H. F.H. SEE NOTE 6 0 3 S RING SHANKSd NAILS WITH o vi w I l/2" EMBEDMENT 74" INTO 2 BY BUCK W.A. DAVISHEADER J AND SILL SECTION 24'O.C. MAX TYP SASH ///� SASH \\\ 2 BY BUCK SHALL BE SECURELY FASTENED TO _ co ! m TYP. /BY BUCK DATE: 8/19/02 a TRANSFER LOAD TO ALT. HEADER SECTION STRUCTUAL SUBSTRATE. \� ALL SH FASTENERS TYP.2 BY BUCK o p D D D ARE 4'10 P.H. F.H. 6" MAX TYP SANK NAILS WITH :z- 1-1/2" EMBEDMENT o `� HEADER AND SILL SECTION INTO 2 BY BUCK WADAVIS JR. P.E. ` z Q TYP. I BY BUCK FL. REG. ENG.* 25539 W m 74" DATE: 8/23/02 0 z o III 27 AUG 2003 16.42:30 P-\-andex\wd2Agn # l0 X 1-3/4" P.H_S.M.S OR 8d RING SHANK NAILS W11-110MIN. NOTES: EMBEDMENT SEE ELEVATION FOR I) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 ANCHOR SPACING_ OR T6 WITH TYPICAL WALL THICKNESS OF 0.062. ALL FW FASTENERS 2) THIS DRAWING IS VALID FOR ONLY THE INSTALLATION LLJ ARE #10 R.H. S MS OF 437 NORANDEX PRODUCTS. k Q OR 8d RING SHANK 53-118° 3) THE RESPONSIBILITY FOR SELECTION OF NORANDEX Q o NAILS WITH 1-1/2" ? PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, z � p- MIN EMBEDMENT DOUa� o INTO 2 BY BUCK 24 O.C. " MAX TYP BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, v7 Q w �Z� BUILDING OWNER OR CONTRACTOR. o Z 4) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO v MANUFACTURERS'RECOMMENDATION MAX SPACING 6" Z Q Z FROM CORNERS AND TYPICAL 24" O.C.. 5) GLASS THICKNESS BASED ON ASTM, E 1300 GLASS J W r CHARTS,AND MAY VARY DEPENDING ON SIZE. Q HEAD FLASHING ' 437 F;X;FD WINDOW 6) SHIMS ARE OPTIONAL, MAX. SHIM STACK 1/4"_ BY OTHERS27" R 7) THE WINDOW SIZES SHOWN ARE MAXIMUM SIZES W Z _u 6TYP AND INSTALLATION DEATIL INCLUDES OTHER SIZES r4j C� UP TO MAXIMUM SIZE. 8) WOOD BUCKS NOT BY NORANDEX MUST SUSTAIN IMPOSED LOADS. CONTRACTOR /S RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF THE OF THEWINDOW OPENING AND ANY WOOD FRAMING AROUND WINDOW HEADER. SELF STACKING DETAIL A DESIGN PRESSURE = -45 SILL # !O X 1-3/4" P.H. S.MS. k #IO X 3/4" PH //�� \�\\ SELF STACKING SILL OR 8d RING SHANK NAILS Q 3 0 PAN HEAD "TEK" 437 SINGLE HUNG WINDOW 437 SINGLE HUNG WINDOW W11-112'MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. oot O oz �Z ��ez W N I" X 3" VERTICAL Q z Q Q MULLION (XFLA-26-1) n'P• o Q SEE DWG MAR -00176-3/4" FOR INSTALLATION DOUBLE o v 10 X I-3/4" P.H. S.M.S. 0 OR Sd RING SHANK NAILS c W /l-1 /2" MIN. EMBEDMENT _ SEE ELEVATION FOR ANCHOR SPACING. w o HEAD FLASHING BY OTHERS o c� 24" O.C. SASH SASH w MAX TYP lk o ALT. FIN ATTACHMENT Tr UNDER SHEATHING rrP' DOUBLE 6u MAX ALL SH FASTENERS 4 2x4 7-YI' ARE #10 P.H. F.H. Q S RING SHANKSd NAILS WITH o vi w I l/2" EMBEDMENT 74" INTO 2 BY BUCK W.A. DAVISHEADER J AND SILL SECTION FL RE ENG. . 25539 L� 41 M m TYP. /BY BUCK DATE: 8/19/02 a III 27 AUG 2003 16.42:30 P-\-andex\wd2Agn I * 10 X 1-J14'/--)J-I. S.MS. OR 8d RING SHANK NAIL W/1-112" MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. 0 .7450 TYP O TYR x 2X4 HEAD OTHERSHING I * 10 X OR 8d RING SHANK NAIL W11-112" MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. HEAD FLASHII BY OTHEI i A ALT. FIN ATTACHMENT UNDER SHEATHING HEADER AND SILL SECTION WOOD FRAME 3116" TAPCON WITH A MIN. 1-114" MIN. EMBEDMENT OSEE ELEVATION FOR ANCHOR SPACING. d d d 4" MAX SHIM 'TIONAL (BOTH JAMBS) 1" P.H. S.M.S. SHANK NAIL EMBEDMENT SEE FOR ANCHOR SPACING. W.A. DAVIS JR. P.E. FL. REG. ENG. * 25539 8/20/02 # 10 F.H.S.M.S.WITH A MIN. 1-1/2" MIN. EMBEDMENT SEE ELEVATION FOR AAII'+LJnM C'DA/`f AIC' Z ti z 1.9L .750 TYP Q 0 0 ZE Z 10 X I-314" P.H. S.M.S. OR 8d RING SHANK NAIL W11-112" MIN.EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. OW WIDTH 4 AMB SECTION O WUoLJ FRAME NOTES. 1) SHIMS ARE OPTIONAL, MAX. SHIM STACK 1/4". 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.062'- J) USE HIGH QUALITY CAULK BEHIND WINDOW FLANGE. 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS,AND MAY VARY DEPENDING ON SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 6) NOTE - INDICATES THAT EQUAL FASTENERS AT HEAD AND SILL ARE REQUIRED. 7) WOOD BUCKS NOT BY NORANDEX MUST SUSTAIN IMPOSED LOADS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF THE OF THEWINDOW OPENING AND ANY WOOD FRAMING AROUND WINDOW HEADER. a WINDOW FASTENER SCHEDULE FASTENER SCHEDULE HEIGHT (INCHES) N0. ANCHORS N0. ANCHORS HEAD JAMB SEE NOTE 8 X35 AND -45 -35 AND -45 (PSF) (PSF) (PSF) (PSF) 19-118" 26" DETAIL -C DIMENSIONS rNO. ANCHORS ( NO. ANCHORS 37" /j2% 53-118" DETAIL -8 WIDTH HEIGHT HEAD/SILL JAMB (INCHES) ((INCHES) SEE NOTE 6 1 j35 x45 X35 -45 -60 x60 ( 2 3 W 2 3 53-118" (PSF)I(PSF)T(PSF) -T--1 SFJ (PSF) 50-518" Q 26-112" 2 3 19-118" 2 3 53-118" 2 2 2= 2 2 2 Z 37" 2 4 53-118" 26-I/2" 26 76-314" 1 2 2 2- 2 2 2 w 0 :I- -7" 2 3 3X 2 2 2 --� v 53-1118` I Lu 3 2 �_ O 191/8" 2 r 2 13= 2� T—".7 � L I 3 12 1 J� oz 26-I� 1 38-1/4LLJ 2 2 2 2 2 3 3 �p J 3 2� 3 (7pI lQ LI �3= 1 1 j�3 �J 1 119-,/8„" 26-112" 2 2 2 2- 3 3! 3 � Q LL 2 2- 3 3 3 37" 50-5/8" 2 3 3. 1 3 3 3 53-118" 3 3 3- 3 3 1 3_ 19-118" i 2 2 2x 3 3 4, 2626-1 63' 37" 2 —� 2- 3 3 4 3 3x 3 4 53-118" _ __ I �- 4 i ? LLJ 19-1j8" 2 26-1/2" 76-3/4" 2 2 2x� 4 4 5 J >; N_ 2 2x 4 4 5 3 3x 4 o 53-I/8" 3 -- 3 3x 4 4 5 w� AIAX.UNIT WIDTH W J T NOTES. I) SHIMS ARE OPTIONAL, MAX. SHIM STACK 114. 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.062". 3) USE HIGH QUALITY CAULK BEHIND WINDOW FLANGE. 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS,AND MAY VARY DEPENDING ON SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, �-� BUILDING OWNER OR CONTRACTOR. 0 6)A PRESSURE TREATED WOODEN BUCK OR MARBLE ti SILL SHALL BE ADDED UNDER THE PRODUCT TO 4- FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE Q) FIRMLY ATTACHED INTO MASONARY AND SUPPORT THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED cn BY OTHERS). 7) CONCRETE COMPRESSIVE STRENGTH = 3,000 PSI AT 28 DAYS. 8) EQUAL FASTENERS AT HEAD AND SILL ARE REQUIRED. FADER SECTION F.2 BY BUCK 3116" TAPCON 2 BY BUCK SHALL BE W/I-i/4" MIN. EMBEDMENT SECURELY FASTENED TO ELEVATIONFOR TRANSFER LOAD TO SEE ELF STRUCTUAL SUBSTRATE. FOR ANCHOR SPACING. 114" MAX SHIM OPTIONAL (BOTH J CALL SIZE WIDTH d o 1 er BUCK TYF. JAMB SECTION ') l BY / 2 BY BUCK TYP.AT HEAD/SILL 6. --241 0�c. MAX FASTENER SCHEDULE DETAIL -A HEIGHT (INCHES) N0. ANCHORS N0. ANCHORS HEAD JAMB SEE NOTE 8 X35 AND -45 -35 AND -45 (PSF) (PSF) (PSF) (PSF) 19-118" 26" DETAIL -C 26-112" 2 2 37" /j2% 53-118" DETAIL -8 19-118" 38-114" 2 3 WINDOW DIMENSIONS FASTENER SCHEDULE WIDTH (INCHES) HEIGHT (INCHES) N0. ANCHORS N0. ANCHORS HEAD JAMB SEE NOTE 8 X35 AND -45 -35 AND -45 (PSF) (PSF) (PSF) (PSF) 19-118" 26" 2 2 26-112" 2 2 37" 2 2 53-118" 3 2 19-118" 38-114" 2 3 26-112" 2 3 37" 2 3 53-118" 3 3 19-118" 50-518" 2 3 26-112" 2 3 37" 2 3 53-118" 3 3 19-118" 1 1 63" 1 2 4 26-112" 2 4 37" 2 4 53-118" 3 4 19118" 76-314" 1 2 5 26-112" 2 5 37" 2 5 53-1/8" 1 3 5 10 F.H. S.MS. W/I-112" MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. s �i SEE NOTE 6 CHARLES A. PAGEN, P.E. o HEADER AND SILL SECTION FL. REG. ENG.* 4912! DATE: 815/02 MAX_ MD. I BY BUCK I k� Me I � i OWN u I WINDOW DETAILS I 11 11 RELEASE DATE. 27 AUG 2003 16.42.48 IrVmraneex�wG3Agn COPYRIGHT © 2002 MARONDA HOMES '` iii % .i i�� r F•� i%. %n ��� ..o. i:. %, /izr� -„ --DETAIL-C � AL1 www MAX.UNIT WIDTH 0 a J v TYRAT o � HEAD/SILL 6. q 0 ti 24' OL MAX DETAIL -A o w m m o Q v2 U 3 Q v � U a '` iii % .i i�� r F•� i%. %n ��� ..o. i:. %, /izr� -„ --DETAIL-C � AL1 www MAX.UNIT WIDTH Z 41 J v TYRAT � HEAD/SILL 6. q '` iii % .i i�� r F•� i%. %n ��� ..o. i:. %, /izr� -„ --DETAIL-C x� www MAX.UNIT WIDTH 41 J > W TYRAT � HEAD/SILL 6. q '` iii % .i i�� r F•� i%. %n ��� ..o. i:. %, /izr� -„ --DETAIL-C �1= www MAX.UNIT WIDTH 41 47 Q TYRAT � HEAD/SILL 6. q 0 ti 24' OL MAX DETAIL -A o w DETAIL -B N U Q Q U Lu 2�f '` iii % .i i�� r F•� i%. %n ��� ..o. i:. %, /izr� -„ --DETAIL-C (407) 321-0064 4005 MARONDA WAY SANFORD, FLORIDA REVISIONS : SASH q o w DETAIL -B N Q Q U (407) 321-0064 4005 MARONDA WAY SANFORD, FLORIDA REVISIONS : p hil 4 (2) 'l0 x 1-314" PN, -SMS INTO 2 x BUCK OR (2) 3/16'0 x 2-314" TAPCON THRU / BY BUCK, (SHOWN) WITH A /-//-?MIN. EMBEDMENT INTO MASONRY. SEE ELEVATION FOR ANCHOR SPACING. (2) 1110 x I-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 O (2) `l0 x 1314' PH -SMS INTO 2 BY o :Z� BUCK WITH I 112'MIN.EMBEDMENT. SEE ELEVATION FOR ANCHOR SPACING. 2 BY BUCK SHALL BE SECURELY FASTENED TO TRANSFER LOAD TO STRUCTUAL SUBSTRATE. CALL SIZE I WIDTH (C.S. ,) STEEL REINF. ALL IO' PANELS & -60.0 DP. WOOD SHIM (SHOWN) OR TYF. JAMB SECTION MUD TRACK AS REQUIRED. JL MIN RECESS P AFTER I BY / 2 BY BUCK INSTALLATION. (2) 3/16'0 x 2-1/4" TAPCON OR MIAMI DADE APPROVED CONC. FASTENER SEE ELEVATION FOR ANCHOR SPACING. NOTES. O SHIMS ARE OPTIONAL, MAX. SHIM STACK 114'. 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.062 3) USE HIGH QUALITY CAULK BEHIND DOOR FRAME. 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS,AND MAY VARY DEPENDING ON SIZE. d a5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX • : a a BUILDING CODES, ORDINANCES OR OTHER SAFETY ° a REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 6) CONCRETE COMPRESSIVE STRENGTH =,3,000 PSI AT 28 DAYS. HEADER AND SILL SECTION 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO MANUFACTURERS' RECOMMENDATION I71AV SPACING C' FROM CORNERS, 9° AT JAMBTOP AND TYPICAL 18" OC. T YF. /BY BUCK (2) $IO x 1-3/4" PH -SMS INTO 2 BY BUCK OR (2) 3/16`0 x 2-314' TAPCON THRU I BY BUCK, (SHOWN) WITH A 1-114" MIN.EMBEDMENT INTO MASONRY. SEE ELEVATION FOR ANCHOR SPACING. I 6 O IONAL BY D BUCK 3/16TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANAZYSIS CHART FRAME DIMENSIONS DESIGN LOAD CAPACITY-PSF WIDTH (INCHES) HEIGHT (INCHES) POSITIVE NEGATIVE 200-3/4' (8y 46 46 152-314' 46 46 995' 46 46 i52-314 (3) 575 575 116-3/4" 575 575 75-I/2' 575 575 200-3/4' (w 45 45 152-314' 45 45 99.5' 45 45 152 3/4 (3) 489 469 1l6 3/4" 535 535 754/2' 53.4 554 11-,r TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DIMENSIONS DESIGN LOAD CAPACITY PSF WIDTH (INCHES) HEIGHT (INCHES) POSITIVE NEGATIVE 200-3/4' soff ( 667 69.4 152-3/4' 667 69.4 995 667 69.4 152-314' (3) 667 77.4 116-314' 667 83.6 75-1/2' 667 83.6 2010-3/4' X 60 60 5231,P( 152-31,P(4) 60 60 995' 60 60 152-3/4' w C31 653 1 653 116-314' 667 713 75 //2 667 1 73.8 cc 1 520 WIlnH Q''L1,, DESIGN LOAD tt 11 -,r 114" MAX SHIM OPTIONAL (BOTH JAMBS)ma WIDTH LJ uj Q Cj� c D U (INCHES) PANEL PANEL O N 45 45 DW IE AIN X cmO X SAYE AS LEFT JAYS � AGI Q B YAY XP (28Y2) TPICX ELEVATION D�o_v No.' IN PARENTHESIS INDICATES PANEL WIDTH IN FEET. (2) 3116"0 x 2-314" STEEL REINF. TAPCON OR MIAMI 0 l0` PANELS DADE APPROVED CONC. Y k ,, -60.0 DP. d D FASTENERS. SEE ELEVATION FOR Q, - ANCHOR ANCHOR SPACING. I- W IL 7N; k A, 6 a O Q: �Qz • �arnp �� L°nmi r Uj W v TYP 1 520 WIlnH 1J.- DESIGN LOAD DIMENSIONS 11 -,r 114" MAX SHIM OPTIONAL (BOTH JAMBS)ma WIDTH LJ uj Q X X (INCHES) (INCHES) PANEL PANEL ti' 80 (3) 1. 45 45 DW IE AIN X TYP 1 520 WIlnH FP"E HEAD SAYE AS SILL DESIGN LOAD DIMENSIONS m WIDTH HEIGHT X X (INCHES) (INCHES) PANEL PANEL ti' 80 (3) 1. 45 45 DW IE AIN X 45 X SAYE AS LEFT JAYS PANEL AGI /0 B YAY XP (28Y2) TPICX ELEVATION (2) */0 x 1314" 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 (2) •l0 x l 3/4° PH SMS INTO 2 BY TO SCREW INSTALLATION z BUCK WITH I /12' MIN. EMBEDMENT. SEE ELEVATION FOR ANCHOR SPACING Q 2 BY BUCK SHALL BE SECURELY FASTENED TO OPTIONAL Z TRANSFER LOAD TO 2 BY WOOD BUCK 1n STRUCTUAL SUBSTRATE. j CALL SIZE WIDTH d - • d• d 4 v Q HEADER AND SILL SECTION TYPO /BY BUCK (CS.WJ TYPO HORIZONTAL SECTION � WOOD SHIM (SHOWN) OR l BY / 2 BY BUCK MUD TRACK AS REQUIRED. MIN RECESS I" AFTER INSTALLATION. (2) 3/160 x 2-114" TAPCON OR MIAMI DADE APPROVED CONC. FASTENER SEE ELEVATION FOR ANCHOR SPACING. NOTES. 0 SHIMS ARE OPTIONAL, MAX. SHIM STACK 114". 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.062'. 3) USE HIGH QUALITY CAULK BEHIND DOOR FRAME_ 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS, AND MAY VARY DEPENDING ON SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 6) CONCRETE COMPRESSIVE STRENGTH = 3,000 PSI AT 28 DAYS. 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO MANUFACTURERS'RECOMMENDATION MAX SPACING 6" FROM CORNERS, 9" AT JAMBTOP AND TYPICAL 18' OC. III 27 AIG 2003 16zl3.40 p-\n-andexbvd4.dgn g TYP -10 WIDTH COMPARATIVE ANALYSIS CHART FRAME DESIGN LOAD DIMENSIONS CAPACITY-PSF WIDTH HEIGHT POSITIVE NEGATIVE (INCHES) (INCHES) SAVEHEAD .WE AS 57[L IZD — b 80 (3) 1. 45 45 144-1/8' X 45 X Z PANEL PANEL �� // ANCHOR SPACING. D�o_v / L aE R�a L$YA% Trp "'Ill (2BY2) TYPICAL ELEVATION mwmm Q U mw Z IIrYAY (2P2) TYPICAL ELEVATION SEE DWG Wwmm a v 3 i FBC-057 zN 7YP� AN OR FBC-071 / 7YP � l YAY (2P2) TYPICAL ELEVATION 3/16" TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DESIGN LOAD DIMENSIONS CAPACITY-PSF WIDTH HEIGHT POSITIVE NEGATIVE (INCHES) (INCHES) O IZD — 72' 80 (3) 1. 45 45 144-1/8' 45 45 mol No.� IN PARENTHESIS INDICATESoz Z Q PANEL WIDTH IN FEET. N N' w (2J 3/16"0 x 2-314' Q ` O TAPCON OR MIAMJ O IZD — X DADE APPROVED CONC. m PANEL q /BY WOOD BUCK FASTENERS. J Z SEF ELEVATION FOR SAYE AS �� // ANCHOR SPACING. D�o_v / rz 41 L$YA% Trp "'Ill (2BY2) TYPICAL ELEVATION mwmm Q U Lu Lu Z IIrYAY (2P2) TYPICAL ELEVATION Wwmm a v 3 i zN z Ql) Ln No.� IN PARENTHESIS INDICATESoz Z Q PANEL WIDTH IN FEET. N' w (2J 3/16"0 x 2-314' Q ` V TAPCON OR MIAMJ O IZD — X DADE APPROVED CONC. O PANEL q /BY WOOD BUCK FASTENERS. J Z SEF ELEVATION FOR SAYE AS �� // ANCHOR SPACING. D�o_v / rz No.� IN PARENTHESIS INDICATESoz Z Q PANEL WIDTH IN FEET. N' w (2J 3/16"0 x 2-314' o FRH(E HEAD m TAPCON OR MIAMJ O X X DADE APPROVED CONC. O PANEL naLr�E /BY WOOD BUCK FASTENERS. L Q SEF ELEVATION FOR SAYE AS // ANCHOR SPACING. LEFT JAYS / rz 41 L$YA% Trp "'Ill (2BY2) TYPICAL ELEVATION mwmm Q U Lu Lu Z IIrYAY 114" MAX SHIM OPTIONAL (BOTH JAMBS) TYP �SGD WIDTH N I, � h Q FRAME HEAD SAYE AS SILL o FRH(E HEAD m X SN/E As S1Il X X PANEL PANEL PANEL naLr�E L SAYE AS // sEE me LEFT JAYS / rz 41 L$YA% Trp "'Ill (2BY2) TYPICAL ELEVATION TYP -'�W wru� N I, � h Q Q � N o FRH(E HEAD m SN/E As S1Il m X X z PANEL PANEL L // sEE me / FBC-057 C gkgE FBC-0i,/ mwmm Q U Lu Lu Z IIrYAY (2P2) TYPICAL ELEVATION N I, � h Q Q � N 0 W h m z z) �Q mwmm Q U Lu Lu Z a zN Ql) Ln az w W v W p J o v � o t;--��t-Hcr- N I, 0 m mwmm Q U U Z z U tiI plSjiNGTION SERIES C �NSWINO 0,CSiDENTW- INSUTATED ERGLASS OOOq IN VOOD FRAME GFNERAL NOTES i COMPUANCE WTTTNRTNE WIND LOADS SPECIFIEDE� FOR IO. h ;E� N 140 OF THE TEXAS OEPARTMENj OF INSURANCE rNOSTORM RESISTANT CONST CRON GUIDE AND SECTION 103 OF THE TEXAS VINDSTORM INSURANCE•ASSOCIA7101,11 BUILDING CODE FOR WINDSTORM RESISTANT CONSTRUCTION. �. WOOD BUCKS (3Y CTHERS, MUST BE ANCHORED PFOPERLY TO IRANSFM LOADS TO THE STRUCTURE - 4. PRODUCT ANCHORS SWLL BE AS IJSTED AND SPACED AS SHOWN ON DETAILS- ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING Oq STUCCO. 'I 1. PTCOOUCT DOES NOT HEFT IMPACT RESISTANCE 0. DESIGN PRESSURE RATING SHALL Plc AS FOt-LOyiS: - FOR e' B' HIGH DOOR$: SEE TABLE 1. - FOR FRAMES OVEq Q' p' Up TD e' 0': SEE TABLE 2. OIST(NCTION SMC FIREROI ASS DOOR IlOOfl LEAF CONSTRUCTION: FACE SHEETS: EACH SLAB 15 CONS5T��UCTED FROM 0.000' THICK FIBERGLASS SKIN. FORE DESIGN; THEt INTERIOR CAVITY' OOF EACH DOOR GONSTRUCNON: TH 11 R ICAL EDMGESS pf L'LLt(b�u{{E ESiL E1 FCIBERGLLASS ST OF JOINTS.THEENORIZONTTAL EDGES CONSIST OF THE FIBERGLASS SKIN GLUED TO THE WOODBLOCK AT OP AND TO E RIGID PVC FOA4 NSERT AT BOTTOM. NOR I f 1' if!•1. 1� w —w-- m i; Rad 1 DESIGN ERESSURE RADN0 ABLE 1 +i• %l .1•tfi.Lt■11�;L�!L -a ' I I DESIGN PRESSURE RATING TABLE 2 pfd'} 1L'T•7T'1•F#��IInO LGGIf I•�n a,lf:r giTTl�T-Tr3! � a IlfTi t (T•i?:1# •IIF `,i?!11TT�c� IG' k-i�''13•TaKG �� ' I •' I 1•r. 1'r •••r t "�III�L6•li:d' {•'a^.1{•'ali•GIL; wK01t wql WXVAT 4 owd IIWYII MLTiv" 1aI7 ; w4i71i IIM 11tIaA" ar+Dle Ikm IfLrwzm I X0, OX Single Cllds 111194wounit M NI' M M Mal "rim b KgWmNOR 0 Ia= [otiR[.IOR a Iwr hTwo +60 -60 '156 •6'7 160 -60 +5O,:4y ()Door dots not meet Mis3Bo impact) rOItrTM NOT APPRO'A0 +/O Par Mfg. b.•: Nat Ya Plastics / Pl'-IKo POarTNR NOT APPROVRO +40 PEI NLOAT1VtC NQT Ar----- -so Par VEQATNF MOT APPROM -00 Psi . an of 0e o0 IUM N..S. owa m R.P.P. ufc m •v wwru as op-Oi T!II�d - Eric_ w_ .• 1/0; r ------- 37-1/2` FR -ME WIDT11 a T ; ti • I. _ .'� t• • b/72" --� 7]-]/4" DDDR PANEL WIDTH — — ]/]2' �•� 7yy y1 /.����p� i�p �ryS� �A Q 1� 4 9/10' �^. — 1e lrrU 7%W0017 B�CK Htd NASOi1Rf �N 61 RN /f, •'r' B 17 O INSIDE: 7 o--� 1111,1.° • ..,. 1�11p::11::;11:::: �„ 1 it � '1111;11;1; •.�:; n I ;t ' y� 1 :i!., OUTSIDE 1 1111•, � � z S I• \._� �FIYIfD lPAC� ... L' 16 10 0 ) Ix wood Ixiiry X111: � O zo At_ c oss s c, o 3 EMU, IT o.°aD"?i 1111 ?� o.D10 1',111111; I _11_:_(l.. �Y�E�CAL_ C OSS S C 0 0 O A � -SI OLD �SL/ Tl.._._�.._�___.__�_Il__1�_. E�_eILN �T11.�-�_�_ � ti IlflenAnn ilu Ilrin pu 110 n �i nV� rm DOOR uODEIS • �•n>.�;al •r_tt��r 11:.�': A. 7LI +i• %l .1•tfi.Lt■11�;L�!L -a ' I I ■ r • I Y. 17,1 �A pfd'} 1L'T•7T'1•F#��IInO LGGIf I•�n a,lf:r giTTl�T-Tr3! � a IlfTi t (T•i?:1# •IIF `,i?!11TT�c� IG' k-i�''13•TaKG �� ' I •' I 1•r. 1'r •••r t "�III�L6•li:d' {•'a^.1{•'ali•GIL; •Laf:1 .r as 61:� �t:LL:-_' 1aI7 ; Fi■7ilACL•I� 11ii 1Y mss:■L;:K.� �? IlflenAnn ilu Ilrin pu 110 n �i nV� rm DOOR uODEIS • 1 DEeuam T o V 1 I/ LGGIf IN CONsuI Mol (so) 1i4-31 ,cot /oe%al Er. PITT. c:. 1N-3471 I I V O.C. MAX. (TYP.) ( — 37-1/2' FRAME WIDTH -- I _ w I ANCHOR AAYQUL_fQa-w-9"_uQ.QR MCHOR IAYO =LER$-9:-e' DOOR .TYEI .A1;_ I__�LISHORS 1.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 18 Pf)f Wd. straw, 1' MIN. EMBEDMENT 2 ) I1110 1 B WOOD BUCKS OR INTO MASONRY 3/1b- CIA, TAPCONS-W1tH 1-1/4' MIN. EMDEOMENr NOTE: WHEN REQ. THE USE OF 2X SHALL BE ALLOWED USING (4) EVENLY SPACED %4" X 3" TAPCONS IN THE SIDES, AND (2) EVENLY SPACED %4" X 3" TAPCONS IN THE HEADER ALL W/ I%4'IIMBEDMENT. IF NEEDED A IX CAN BE NAILED 6" O.C. STAGGERED TO 2X. DOOR IS THEN ATTACHED PER DETAILS ON THIS PAGE. EINAI ANGHQRINO DF A dyQt7D FRA /p iD • �,� SINGLE INSWING UNIT W/Wp SIAELTTE5 PROW, -T ACCEPTANCE NO.: DS/222 �• CREW S Hf0 do s aLL1n I0, + IL HfA0 10 K J P K '9'4 XI AT E.Lh a' TYP. tK' 2 - TYP. 12' O.C. Kv. (TYP.) 1 fi 1 I/ }'roducl ND: PST -222 1 ►. a I X0, OX Single Cllds 1 2.A._ , t8U -80 ..: b I RI +60 -60 '156 •6'7 160 -60 +5O,:4y ()Door dots not meet Mis3Bo impact) 12' O.C. Kv. (TYP.) M cotisulTitia 113) p04-3031 97-01 SHEET: FD I }'roducl ND: PST -222 Sue: LLP f° 5'i x ¢`S 'A;��ccsptagCp 1055 Tib (woad jamb) Configuration: X, OXO, X0, OX Single Cllds 2'0 2.4 2'G +80 -80 +80 -00 +80 -8o 2.A._ , t8U -80 ..: . J'(1 't -Yo -80 sia$4 w- WlSidalile= wisid i(ei; '1-75 -80 164 .77 160 -71 +60 -60 '156 •6'7 160 -60 +5O,:4y ()Door dots not meet Mis3Bo impact) :�50 -6(I ''''-t511 •-611 Tut 1 210-1987.210-2024 Mfg. b.•: Nat Ya Plastics / Pl'-IKo uvingstolt, NJ 07039 M cotisulTitia 113) p04-3031 97-01 SHEET: FD I ■ lk= DISTINCTION SERIES SMC ODTSWING RESIDENTIAL INSULATED FIBERGLASS DOOR IN WOOD FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. J. PRODUCT ANCHOR$ SHAU BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR TMBEpMENT TO BASE MATERIAL SHALL BE DEYONO WALL DRESSING OR STUCCO, 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: - FOR 0' 8' HIGH DOORS: SEE TABLE I. - FOR FRAMES OVER 6' 8" UP TO 8' 0': SEE TABLE 2. D151IN ON SMC FIEIFRGIASS DOOR DOOR LEAF CONSTRUQTION: FACE SHEETS: EACH SLAB IS CONSNiUCTED FROM 0.090" THICK FIBERGLASS SKIN. CORE DESIGN: T14E 9NERIOR CAVITY OF EACH DOOR IS FILLED WITH RIGIO POLYURETHANE. CONSTRUCTION: THE VERTICAL' EDGES OF THE SLAB CONSIST OF GLUED INTERLOCKING FIBERGLASS JOINTS.THE HORIZONTAL EDGES CONSIST OF THE FIBERGLASS SKIN GLUED TO THE WOOD BLOCK Af TOP AND TO THE RIGID PVC FOAM INSERT AT BOTTOM. TABLE OF CONTENTS HEET DESCRIPTION GN RAL NOTES. TYPICAL AT ON 2• CROSS SECTIONS.(VERTICAL AND ORI 0 A .3 ANCHORING LAYOUT PART I ST 3771/2' FRAME WIDTH 2 n r Y DESIGN PRESSURE RATING (TABLE 1) WHERE WATER 1YE.IRAnON MIRE WATER fI1LIRAMON ACOunC110R q XE[DFA Eww-w 6 NOT hum Posme - +s0 P6F +00 PSF NEOATNE -00 PSF -60 PSF In DESIGN' PRESSURE RATING TABLE 2 N11FA£'aATFA WIL77NIlON gEgAH--fT is hEED01 W1RlE WAIEM wMIMitON QU119 T 6 NOT NEEDED POSITIVE i-30 PSF +00 PSF NEGATNE -D5 PSF -Oa PSF' 37-1/2' FRAME WIDIIi 6' 6' 10' O.C. MAX. 1 (TYP.) i m L w 10' O.P. MAX.. (IYP.) 1 ANCHOR IAYOST FOR LL'=°' RWR ANCHOR LAYOUT FUR 6_0 QOOR "PICAI AN('.Ll u I.) I:RO 2BY WOOD DUCKS Olt WOOD STRUCRI14E n (✓8 SMS, 1-1/2' MIN. EMBEOMENT C 2.) IN1D IBY WOOD IIUCK5 OR INTO MASONRY 7/I6" Ots. TAPCONS WIN" 1-1/4' MIN. EMOEOMENT vq MIN. EUBEO. 77pp�� �yI y/4• 1/ M SAX. it HIM SPACE 1X WOOD FILLER Sa 1/0' \ •� 1/4' MAACX. E 1 T6 10 8 S}9Y SP (Trp.) IjYJ 1! O'10 - INSIDE 10 y 414 w - • VI A i w .warty sz 0 1 3 1' \ z 18 2 1 !.r•:• i I' 0.075' a .. 19 3 _ 20 16 7 17 1 \ 19 iTYypP tISTµ�A7101y t�d Ns Aar�A�loN �, ;. 1�� 9TT0 127(11'OOD BUCK ou-rsloe 11 5/72' - 35-3/4' DOOR PANEL WIDTH 3/32' . O37-1/2' FRAME WIDTH HORIZONTAL CROSS SECTION consunNO 1/2' .•.a '.. �. (617) N6L-34Jr . 6ce 02 09 N •• N.Ts. 4 5/8-m ELP.P. M1 VERTICAL CROSS SECTION �� L CONSULONO II S1 )) 664-16)1 Rw CONSULTING !n) 664 -lea c01/08/99 Lv N.T.S. c. HY: R.P.P. a� Uriq XQ:. •99-02 I 1.581' I - L591' I 1.609' I 1.201' I 1201' I I • 0.261' . I � I I O.iLO I 0.12 I I 0.874• M70 I PA573C ( PA57{C --� _- --- ----_ -_-_ -1 i O.S12 i L591 0.748 0.610' 1.691 I* I 0.71W-+ I 0.070 j' ' PA375 I PAS01 I RU419 0.0]9' 0.21_r0.039' 021Y ' 0.788' DISTINCTION SERIES SMC OUTSWING RESIDENTIAL INSUTATEU FIBERGLASS DOOR IN WOOD FRAME (STEEL REINFORCED WITH FULL GLASS LITE) GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-UADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SASE MATERIAL SUALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS ARE REQUIRED 5. DESIGN PRESSURE RATING SHAD. BE AS FOLLOWS: - FOR 0' 8' HIGH DOORS: SEE TABLE 1. - FOR FRAMES OVER 6' 8' UP. TO 8' 0': SEE TABLE 2. V.QQJ3 LEAF CONSTRUCTION: 1. FACE SHEETS: EACH SLAB IS CONSTRUCIEU FROM 0.075 THK. FIBERGLASS SKIN. 2. CORE DESIGN: THE INTERIOR CAVITY -OF EACH DOCR 15 FILLED WITH RIGID POLYURETHANE. 3. CONSTRUCTION: THE VERTICAL EDGES -OF THE SLAB CONSIST OF GLUED INTERLOCKING FIBERGLASS 'JOINTS THE HORIZONTAL EDGES CONSIST OF THE FIBERGLASS SKIN, GLUED TO THE WOOD BUCK AT TOP NIU TO THE RIGID PVC FOAM INSERT AT BOTTOM 4. GLAZING: 5/8. OVERALL THICKNESS INSULATED GLASS PANEL CONSISTING OF: TWO 1/8' TEMPERED LTTES AND ONE AIR SPACE. ' 5. REINFORCING: ONE (1) 'U' SHAPED STEEL REINFORCING CHANNEL MEASURING I.59I'xO.748*%0.079' THK. WAS LOCATED AT'EACH PANEL STILE. (8'-0" UOOR ONLY TABLE OF CONTENTS SHEET !N DESCRIPTION GENERAL CROSSL 0 S A 2 D IZONTA J &qCHORING LAYOUT »-- 37-•I/2' FRAME WIDTH - TYPICAL ;=1 EVATION 6'-H' DOOR DESIGN PRESSURE RATING TABLE i)) DESCRII' ION wOM MIEM "LlPlArOi REOUIELEKT 17 tiEEt:E➢iOV..K;JTNy MIME WAIEA Ia1LTKATKIN 13 NOT NEEDER P05rTIVE .+60 PSF +00 PSF NEDATNH -00 PSF' -40 PSF SAC {iIK._FIf03ERCI�L�A i n s _1 e u L _ :. \ } 11111 U 422 \ O SIT �'i sr,,,�.L>D•.�%�i�!?•� 0 CT�I(F7'1� . �; 7GTiFid;;i�ElSIISR� � 1 E � r � �L•I:T� aTay-Br• � �J I �a �30 RU 422 / cA 20vwDOD ocu 1 In �.��il� 711a iT• �� Fol I . n .'>• �r.l'.:4:11 X7 ;R<Ti>Yi1 Ir • ta. • G .L� • � 3•��li'i� air M FVC 7 6 TYPICAL ;=1 EVATION 6'-H' DOOR DESIGN PRESSURE RATING TABLE i)) DESCRII' ION wOM MIEM "LlPlArOi REOUIELEKT 17 tiEEt:E➢iOV..K;JTNy MIME WAIEA Ia1LTKATKIN 13 NOT NEEDER P05rTIVE .+60 PSF +00 PSF NEDATNH -00 PSF' -40 PSF ]_jeJCAi ElrvApBN 0'-0' JJOOR DESIGN PRESSURE RATING ABLE 21 DESCRII' ION YI171E wATw. wr-u11A»aN REawknENI W hTEIAD MERE ruttM IHFIUINIK7N Kmuv 1`UR 15 NOT•kam. POSITIVE t60 PSF +70 PSF NEGTIVE 70 PSF -7q PIF. TO (� 37-1/2' FRAME WI-D-TTHj Io o.c. IIAx. DESCRII' ION .o -I' MATERIAL 4 1 • �. 14. 7Na13; SM�_0§0�T if rJl,t 1 1. �� L��• �» rn a1� SAC {iIK._FIf03ERCI�L�A i n s _1 e u L .-� 10' O.C. MAX 7 -F A14CHOR IAYOIR FOR fL-0• DOOR ANCHOR IAYOIN FOR 6•-8' DC9)R jyPICPI ANf.110RS 1.) INTO 211f WOOD BUCKS OR WOOD STRUCIUHE (•8 SMS, 1-1/2' MIN. EMBEDMENT 2.) TOWMt WOOD RUCKS AND INTO MIASONRf 5/16' OIA'TAPCUNS WHIT 1-1/4' MIN. EMBEDMENT �•i!r DESCRII' ION 1T! r 06 MATERIAL 1 • �. 14. 7Na13; SM�_0§0�T if rJl,t 1 1. �� L��• �» rn a1� SAC {iIK._FIf03ERCI�L�A i 2 • �y�t71_a'i'k�11� u • 1 1 • _ :. \ } 11111 U 422 \ 0 SIT �'i sr,,,�.L>D•.�%�i�!?•� Q CT�I(F7'1� . �; 7GTiFid;;i�ElSIISR� � 1 E � r � �L•I:T� aTay-Br• � �J I �a �30 RU 422 / cA 20vwDOD ocu 1 In �.��il� 711a iT• �� Fol I . n .'>• �r.l'.:4:11 X7 ;R<Ti>Yi1 Ir • ta. • G .L� • � 3•��li'i� air M FVC 7 6 .-� 10' O.C. MAX 7 -F A14CHOR IAYOIR FOR fL-0• DOOR ANCHOR IAYOIN FOR 6•-8' DC9)R jyPICPI ANf.110RS 1.) INTO 211f WOOD BUCKS OR WOOD STRUCIUHE (•8 SMS, 1-1/2' MIN. EMBEDMENT 2.) TOWMt WOOD RUCKS AND INTO MIASONRf 5/16' OIA'TAPCUNS WHIT 1-1/4' MIN. EMBEDMENT �•i!r 9.331' I 6.44 i' I I 57577 9L I 5-1520 -�"�-lT l T _ I I 0.717 -+ I 7-!/6' 4-0/° - )-1/4• I SJS23 ( I�6.903iAPER IhRFp p3 v-tr- l� - d I � 314• 1 � „� 0.217• I I PANT IIo. �LW �'1O FRAME 1 DESCRII' ION 1T! r 06 MATERIAL 1 • �. 14. 7Na13; SM�_0§0�T if rJl,t 1 1. �� L��• �» rn a1� SAC {iIK._FIf03ERCI�L�A i 2 • �y�t71_a'i'k�11� u • 1 1 • _ :. EiFiFI.RCd: (YTr}I� E � - } 11111 U 422 SILLL S SIT �'i sr,,,�.L>D•.�%�i�!?•� DOD" LOCANT CT�I(F7'1� . �; 7GTiFid;;i�ElSIISR� � 1 E � r � �L•I:T� aTay-Br• � �J I �a �30 RU 422 StE L $S -4T cA 20vwDOD ocu 1 In �.��il� 711a iT• �� Fol I . n .'>• �r.l'.:4:11 X7 ;R<Ti>Yi1 Ir • ta. • G .L� • � 3•��li'i� air 9.331' I 6.44 i' I I 57577 9L I 5-1520 -�"�-lT l T _ I I 0.717 -+ I 7-!/6' 4-0/° - )-1/4• I SJS23 ( I�6.903iAPER IhRFp p3 v-tr- l� - d I � 314• 1 � „� 0.217• I I PANT IIo. �LW �'1O FRAME 1 CONSULTING (tl13) 084-383 TI -EM DESCRII' ION PART Na. MATERIAL 6{ SM�_0§0�T if DOOR SKIN 6 PANE 8'-0" SAC CONSULTING (tl13) 084-383 TI -EM DESCRII' ION PART Na. MATERIAL 6{ SM�_0§0�T I DOOR SKIN 6 PANE 8'-0" SAC {iIK._FIf03ERCI�L�A i 2 _ TOP MIL �¢` WG 20 WU 30 A{/.}IOCPNY WOOD AA i0 _ WCA 30 WOOD NY OGA } MINCE STILE U 422 SILLL S _ _ _ WCCA 1W0�PC-S.� DOD" LOCANT 4 LOCK STILE �30 RU 422 StE L $S -4T cA 20vwDOD ocu 73. ruAM YC EXTRU51°N 5 BOTTOM MLPAS M FVC 7 6 QUIT HINGE DUTT LOC 4' X 4 KWIKS T 200 SERIES BRA55 9 OFAO O T KWI <S 60 5 IE 10 DOOR FRAME W00 E QOS 650 WEA7TIERSIRIP _ WOOD SCHLECEI _���LLO�Of,� _ 11 ___ THRESHOLD (OUTSWINC) 0 TSWING UMPEfl OOS 65 'WEARIERSIRIP ALUMINUMW0r0 SCt/1FGEL 0- ON I4 FOAM CO POLYU Ill DAM COR IS 2X WOOD BLOCK 16 ANCROR 8 x -1 FF{ $SM��_S_� STEEL -- 17 AN 0 E FiiFAPC 3N 59LEC� 1 Ir I { f a9 -o5 1 �w CON 5ULRN0 613) 664-3611 11 -- 1!/16' - TF2 5/18' ---•- pp1;(�o PAs 73 DIIISwIN • BIIIAPEJj-N wey101U - 13/16• .- 0.079 2 9/32• E R,i.i No RN <22 PART No Vi°00 J:RAM consutnnc Ip �N � GD -o2 fi