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113 Wheatfield Cir - BR04-001526 (CELERY LAKES) (SFR) (A)eA PERMIT ADDRESS SUBDIVISION 6r� cn CONTRACTOR PERMIT # C� `/ l �✓a CP DATE 0'-f /O s- / y ADDRESS PERMIT DESCRIPTION r PERMIT VALUATION PHONE Maronda Homes HONE NUMBER SQUARE FOOTAGE l t01 N Keller Rd., Ste F PROPERTY OWNER Orlando, FL 32810 407-475-9112 ADDRESS CRC 058496 PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTOR d y MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE �.- f WOOD FRAMING INSPECT ION ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE RtOUESTING THE FRAMING INSPECTION. (FBC 2001, SECTION 105.61 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 WINDBOURNE DEBRIS REGIONS /.AREAS WITHIN ONE MILE (1.6km) OF THE COASTAL MEAN HIGH WATER LINE WHERE THE BASIC WIND SPEED IS 1/0 mph OR GREATER. 2. 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 r14a-125.000 Oct. 21, 2003 14:24:31 INDEX OF DRAWINGS 14',r SHEET CZ) TITLE REV. Es NO. COVER SHEET EXTERIOR ELEVATIONS U - CD FOUNDATION PLAN cc FTG STANDARD DETAILS FOOTINGS Lu Zr_s, LQ FPI UNDERGROUND PLUMBING (Z Cx FIRST FLOOR PLAN Ln INTERIOR ELEVATIONS & DETAILSCO FDO SECOND FLOOR FRAMING Q0C?, STLI STANDARD STEEL JOIST DETAILS r? C1 (,j ATL? STANDARD STEEL JOIST DETAILS 4 SECOND FLOOR PLAN om WP SECOND FLOOR WALL PANELS Qrlr),C-TQ C Ln C\j P ':`v'040 DC: T AI L—,15 -DOORS , :, IS D - W STANDARD DETAILS WINDOWS Q_ LQ D R STAND DETAILS ROOF O vvs-.st WALL SECTIONS - 2 STORY wl STEEL JOIST HVA REGISTER LAYOUT IF - O HEATING ISO Ln E'_l FIRST FLOOR —ELECTRICAL 1> Q:: L _O.L2 SECOND FLOOR ELECTRICAL g L,3 ELECTRICAL DETAILS O -P D.W.V. PLUMBING /50 rr 150-W CPVC WATER 150 Marorida Syst(:,rm4005 Maronda W;ilj Sanford, FL 32771 1> (407) 3.21- 006.4 Donald C. Rober�q- AIA AR6710 m j -4 , h r_; I L" SHEET: 0 T_ 00 0 INDEX OF DRAWINGS 14',r SHEET CZ) TITLE REV. Es NO. COVER SHEET EXTERIOR ELEVATIONS U - CD FOUNDATION PLAN cc FTG STANDARD DETAILS FOOTINGS Lu Zr_s, LQ FPI UNDERGROUND PLUMBING (Z Cx FIRST FLOOR PLAN Ln INTERIOR ELEVATIONS & DETAILSCO FDO SECOND FLOOR FRAMING Q0C?, STLI STANDARD STEEL JOIST DETAILS r? C1 (,j ATL? STANDARD STEEL JOIST DETAILS 4 SECOND FLOOR PLAN om WP SECOND FLOOR WALL PANELS Qrlr),C-TQ C Ln C\j P ':`v'040 DC: T AI L—,15 -DOORS , :, IS D - W STANDARD DETAILS WINDOWS Q_ LQ D R STAND DETAILS ROOF O vvs-.st WALL SECTIONS - 2 STORY wl STEEL JOIST HVA REGISTER LAYOUT IF - O HEATING ISO Ln E'_l FIRST FLOOR —ELECTRICAL 1> Q:: L _O.L2 SECOND FLOOR ELECTRICAL g L,3 ELECTRICAL DETAILS O -P D.W.V. PLUMBING /50 rr 150-W CPVC WATER 150 Marorida Syst(:,rm4005 Maronda W;ilj Sanford, FL 32771 1> (407) 3.21- 006.4 Donald C. Rober�q- AIA AR6710 m j -4 , h r_; I L" SHEET: 0 GENERAL ELEVATION NOTES: I. OMF • DECO MASONRY FINISH' 2. SAVE & GABLE OVERHANGS le ALUM FASCIA AND SOFFITS. PLUMB CUT WITH LEVEL, RETURNS. 3.%g" MIN. THICKNESS DMF OVER LATH/FRAME 91 FIE 6• ETCHED DMF BANDS SCALE: Y44 • 1'-0' RE, SCAL SID SCAL FLAT OSB SOFFIT wl DMF ON UNDERSIDE OF ROOF TRUSSES GENERAL FOUNDATION NOTES:. ALL FOOTING REBAR SHALL BE CONTINUOUS (2) `a BARS GRADE 40 STEEL wV Y MIN. COVERAGE, U.N.O. ALL VERTICAL REBAR, DOWN REBAR, DOWEL REBER AND BOND BEAM REINFORCEMENT SHALL BE.•5 BARS GRADE 40 STEEL 'PLUMBING PASSING UNDER OR. THROUGH A FOOTING SHALL BE ENCASED IN A PIPE ,TWO (2) SIZES LARGER THAN THE PLUMBING G Ll P.T.FURRING (l) *5 REBAR FULL l!1.5 REBAR FULL (A/C AREA ONLY) -lfJ *5 REBAR FULL lU *5 REBAR- FUL NGT. IN FlL_l ED ' LL NGT. IN FILLED CELL FURRING-- HGT.IN FILLED CEI , -P.T. FURRING 8' CONC. BLK HGT. IN FILLED CELL ,ice----P.T. (A/C AREA (A/C AREA (l) *5 REBAR FULL GT. IN 8' CONC. BLK 8' CONC: BLK ONLY) ONLY) ` FILLED CELL. 0 24' C. 8" CONC. BLK 8' CONC. 8' 4 *5 REBAR w! D.HOOK 'REBAR STD. NOOK L a °5 REBAR w/)st' *5 RE w/ STD. ' OOK 4 *5 REBAR w/ *5 R� AR w/ J *5�' OUND VERTICAL *T DOWEL (TY J3�2" a J a STD• HOOK •ST . HOOK C� C. SLAB CONC. SLAB FIN. lst cv %2" CONC. SLAB3%2"CONC. /-312" / SLAB N �n 3%2'CONC. SLAB N Tl�FLOOR SLAB �u FLOOR SLAB" �u GR E GRADE i- – — - — – — GRADE, �_ _ GR E 4 GR DE b N _7 b rr,r b b 0 b t 0 OR o I 4it �- • (21 5 REBAR (21 ' S REBAR (2) *5 REBAR 2) 4`5 REBAR ( 20" 16 0 GARAGE 2—STORY GARAGE I -S RY TYPICAL 2—STORY TYPICAL I—S RY NOTE; L BLOCK TO BE HIGH STRENGTH (fm ,000 psU EXTERIOR 2—S RY SCALE. 1z' • 0' NOT USED G SCALE: 12" - I' -O" SCALE: 12' • O' NOT USED SCALE: 12' • P a NOT USED SCALE: 12" ' C" o Z - N w 4 N P.T. FURRING (A/C AREA ONLY' WOOD POST, 2x4 STUD WALL 2x4 STUD WALL o r 8'CONC.BLK 1 SEE FLOOR P PANEL PANEL O (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 (TYPJ (2) *5 REBAR / STD. HOOK SHEET *" R!, FOR AT ACHMENT SHEET ''TRI, FOR WALL ATTACHMENT SHEET TRI, FOR WALL ATTACHMENT � W . *5 REBAR OUND VERTICAL EL( P 1 2x4 T. WD. PI TE 2x4 P.T.WD. PLATE p 2x4 P.T.WO. PLATE LEDGE SETBACK 312" CONC. SLAB WALL. SEE PLAN o a N 3 12' C C. SLAB —� ZWALL 312'CONC. SLAB 312" CONC. SLAB \ 312" CONC. SLAB � �,• .�..�� —.. -■- - — GR DE - - - FIRST FLOOR ------ - ---- FIRST -FLOOR ---- --_--- FIRST FL00 GARAGE ----- FLOOR FIRST FL00 GARAGE - — - — FLOOR— cli I ! w � - — _ l2J * R SEE FND. PLAN RE AS REO'0, SEE Ifi I -(2) "5; REBAR - (I) *5 REBAR, CONT. l6" �, 8" .r FND. I NT ER/OR ' BEARING ST INTERIOR BEARING (2) *5 REBAR STEP/BEARING STEP/NON—BEARING F NOTE: L BLOCK TO BE HIGH STRENGTH (Pm ,000 psl) EXTERIOR 2-S RY SCALE: 12' - O" NOT USED SCALE: 12° - NOT USED ! SCALE: %1' - /'-O" SCALE: 12" • l' d' SCALE: %1' - /'-0' 8" CONC. BLOCK, I I �� 8' CONC BLOCK, ,. BEYOND �/ i� BEYOND O PROVIDE 111" x 5%2' I RECESS AT SLIDING I GLASS DOOR PROVIDE a" x 1114" RECESS AT GARAGE DOOR W � 312" CONC, SLAB -f 312" CONC, SLAB . (l) *5 q . � 3� " CONC. S to I ( � DRIVEWAY .REBAR 312" CONC. SLAB %� 312" CONC. SLAB -d L/—"/ I? *5 I I V' (2) *5 REBAR (l1 REBAR 20" (2 ST Y) ¢ t o RECESS SLIDER T HI CK'N EDGE/GARAGE' T HI CK'N EDGE/BEARING T HI CK'N EDGE b b SSCALE: 1a" • I' -O" R SCALE: 1z' • P'0" . SCALE: 12' = 1'-a' N SCALE: 12" = /'-Q' Maronda Systema g 4005 Maronda Way Sanford, FL 327711 NOTE: T IN LOCATIONS ' ' 8'CONC.BLK EE FL00 FLOO6PlEtfl PLAN L EE FL00 FOR PIE�SIZE PLAN ,T WI RE THERE IS *5 EBAR IN THE A 8' { QJ) 32a -OU6 s t FOR TYP. ALL ABOVE, - — - — - THEN MUST BE *5 t CONC. BLK CONC. BLK REBINTHE ST THAT w, L LAP TH ALL *5 *5 REBAR IN WALL BAh FOR 25' ABOVE FILLED TOP ' *5 REBAR (3) *5 REBAR 2 "5 R� AR (' *5 REBAR THE SLAB EIGHT COURSE. U' EACH WAY C WAY % ACH A * 5 REBAR w/ FIN. I t W FLO SLAB c j 312' CONC, SLAB -4 FIN. Ist w FLO R S N ' / 312" CONC, SLAB N STD. HOOK v 48' O.C.. U N.O., SEE NOTE (2) "5 KEBABS I Vit, , ��. Robei��a P�9 b v z _ Q r Z � N 0 H Qp p � 0 0 "O (2) *5 REBAR �� .rte,. �. �,� b 0 SEE SEE SHEET: FND. PLAN FNO. PLAN I'-8" ' STEMW L FOOTING DET Al L2 P/ER DET A #1 DESIGNED T0 48"HIGH MAX TYP. FOOTlNG CORNER FTG SCALE: 12" - I'-0" SCALE: 12' • 1'-0" @��PIER SCALE: SCALE: 12' - 0" NOT USED ...\winchester4\std\win4-std.ftg Oct. Z1, 2003 14:Z4:4Z b� i i' c 4 GENERAL FLOOR P = , NOTA i ALL EXTERIOR WALLS SHALL' BE CONS/DEREQ. SHEAR WALLS MINUS ALL WINDOW AND DOOR OPENINGS: EXTERIOR WALLS TO BE 8%' CONCRETE BLOCK , w/ P.T.FURRING, , @@' STRIPS IN ALC AREA. C: INTERIOR LOAD BEARING WALLS TO BE 3V2WOOD FRAME WALLS. INTERIOR NON -LOAD BEARING WALLS TO: BE NOMINAL 37a'MTL STUD, Wva r je► ' ALL WOOD NOT SEPERATED FROM AND/OR IN DIRECT CONTACT WITH 'PRESSURE k CONCRETE OR MASONRY SHALL BE TREATED WOOL/ P SEE LINTEL SHEET FOR `LINTEL SIZES OVER WINDOWS AND DOORS, -20 ' O - ► / in OR PRECAST LINTELS BY CAST -CRETE, . ALL COMPOSITE BEAMS, OVER WINDOW AND DOOR OPENINGS ARE TO BE RECESSED PLC 8" NOMINAL WIDTH AND /6'NOMINAL HEIGHT,U.N.O. THE 16' NOMINAL HEIGHT SHALL CONSIST. OF AN 8' TOP COURSE (LINTEL BLOCK) FILLED w/ 9 I ST FLOOR WING 1356 SQ.FT. 3000 ps! CONCRETE W/ (/) GRADE 40 CONTINUOUS HORZ.'5 BAR, AND AN 2 NO FLOOR LIVING 1646 SO. FT. 8' HIGH STRENGTH PRECAST UNTEL LOWER COURSE WHICH SHALL BE LINTEL FILLED E UNFILLED,UN.O, FOR FILLED PRECAST LINTELS, USE 3000 psl'CONCRETE TRY l6'-0"' ENPORCH. TOTAL LI'/ING 3004 SQ.FT. w/%'AGGREGATE.FOR REINFORCED PRECAST UNTELS,USE GRADE 40 GARAGE AREA 402 SQ. FT. I. REINFORCING STEEL. TOTAL. AREA 3422 SQ.FT, PROVIDE. SAFETY GLAZING AT: . O o ALL WINDOWS OVER BATH TUBS. ALL WINDOWS WITHIN 24"OF A DOOR SWING., ALL SLIDING GLASS DOORS. - VINYL STOP ALL FIXED GLASS LITES OVER 30 SQ.FT. ALL LITELS WITHIN 18'OF. THE FLOOR AND /F LARGER THAN 9 SO.FT. ALL SHOWER ENCLOSURES. .;., PROVIDE AFM (arc -fault clrcult Interrupters) IN ALL DWELLING UNIT 1T-8" 20`-IIV4' BEDROOMS PER NEC, SECTION 210-33 THE PRESSURE RELIEF VALVE FOR THE HOT WATER HEATER WILL BE DISCHARGED OUTSIDE,BE AT LEAST o ABOVE GRADE AND UNTRAPPED. THE ALC DISCONNECT WILL BE LOCATED WITHIN 3 FEET OF THE COMPRESSURE. ALL PLUMBING,ELECTRICAL AND MECHANICAL ROUGH -INS MUST .BE COMPLETE INSPECTED AND APPROVED BEFORE REQUESTING THE I CARPET w/ 8-0 CEIL. VINYL w/ 8-0 CELL. rq VINYL w/ 8-0 CEIL. FRAMING INSPECTION: FBC 1058 b AAMA OR WDDDMA OR OTHER APPROVAL; LABELING FOR MANUFACTURER IN COMPLIANCE WITH: ANS1/AAMALWWDA 101115297 0 ALL BEDROOM WINDOWS ARE CONSIDERED EGRESS UNLESS . OTHERWISE, NOTED . MAX. POSITIVE WIND.PRESSURE OPENING PRESSURE SYMBOL' . MAX.:NEGATNE WIND PRESSURE SEE DRAWING • ` ELI FOR ALL ELECTRICAL FIXTURES, OUTLETS, SWITCHES, CABLE TV AND TELEPHONE C aF 1will 5'-o' 301-0" 12' Ian-5yZ' s 34 SH 3-0 ARCl . dR/ll/F 7'-O" 7-0 x 4-0 CONC.PAD 05 s -n X im Sl r, n ...1sld sheets126Awin•125r.003 Oct. 21, 2003 14:30:01 12 3-v 12 LITELITE ~ CONC. PAD 4" 101-10 2° TO EDGE OF FRt INT L I'-4" 5'-8' 1'-4" , 401-0' 35 SH 30.55 8' BLOCK v ENTRY PORCH OD �� o w � �'q o ' �W V) Ln W cn t�NZ o W � 4455 d�LU a za o O� LQ Q �Q D LOz o �L0 8 N M U I CD U oma. Ln N C) Q C) L Q LIQ I '1' Q Ma.randa System 4005 IAaronda Way 3277,U/�nford, ,,FL 3277. (407) 321 - 006i , �l Donald C. RobefisAlf SHEET: -20 ' O - ► / in OR z o• RECESSED PLC P/C LINTEL FILLED 9 I ST FLOOR WING 1356 SQ.FT. 2 NO FLOOR LIVING 1646 SO. FT. LINTEL FILLED TRY l6'-0"' ENPORCH. TOTAL LI'/ING 3004 SQ.FT. GARAGE AREA 402 SQ. FT. 1/'-8' COVERED ENTRY 16 SQ.FT. TOTAL. AREA 3422 SQ.FT, O o VINYL STOP I 0 1T-8" 20`-IIV4' FAMILY ROOM BREAKFAST NOOK b �n KITCHEN I CARPET w/ 8-0 CEIL. VINYL w/ 8-0 CELL. rq VINYL w/ 8-0 CEIL. b ® 0 ISLAND i Y.91 OF) ti 3'-8V4, 3,-I" 7J_6Y ° N 3070 3070 ` OPENING OPENING_ _ ALLWAY YS H r3) H, INYL w/ -0 CEIL. ...1sld sheets126Awin•125r.003 Oct. 21, 2003 14:30:01 12 3-v 12 LITELITE ~ CONC. PAD 4" 101-10 2° TO EDGE OF FRt INT L I'-4" 5'-8' 1'-4" , 401-0' 35 SH 30.55 8' BLOCK v ENTRY PORCH OD �� o w � �'q o ' �W V) Ln W cn t�NZ o W � 4455 d�LU a za o O� LQ Q �Q D LOz o �L0 8 N M U I CD U oma. Ln N C) Q C) L Q LIQ I '1' Q Ma.randa System 4005 IAaronda Way 3277,U/�nford, ,,FL 3277. (407) 321 - 006i , �l Donald C. RobefisAlf SHEET: -20 ' O - ► / in OR RECESSED PLC P/C LINTEL FILLED 9 I ST FLOOR WING 1356 SQ.FT. 2 NO FLOOR LIVING 1646 SO. FT. LINTEL FILLED TRY l6'-0"' ENPORCH. TOTAL LI'/ING 3004 SQ.FT. GARAGE AREA 402 SQ. FT. 1/'-8' COVERED ENTRY 16 SQ.FT. TOTAL. AREA 3422 SQ.FT, O o VINYL STOP I 1T-8" 20`-IIV4' FAMILY ROOM BREAKFAST NOOK b �n KITCHEN I CARPET w/ 8-0 CEIL. VINYL w/ 8-0 CELL. rq VINYL w/ 8-0 CEIL. b ® 2-0x5-0 ;■ o ISLAND i Y.91 OF) ti 3'-8V4, 3,-I" 7J_6Y ° N 3070 3070 ` OPENING OPENING_ _ ALLWAY YS H r3) H, INYL w/ -0 CEIL. -T2 y INY w� F UNDRY Q POWDER M c NE INYL w/; D " C! LL m VINYL w/'., Q CEIL 7-0 CEILA `�' BG -10% ° u 6 -8%8" 3'-T° 3' 0" ip DRYER VENT I THRU WALL COM 24'x I8' RETURN AIR GRIL I MOUNTED IN CEIUN I l5J H. 6PEMING — _ — 070 3070 o s 3%`MET. BEARING 'WALL STUD '!'WALL. c� (2) 2x8 _ . _"-� OPENING OR ) 2X8 HDR --_-�-_KALI WAY .::. - 3'-6%' M �P I VINYL w/ 3'-P eH CONC. SLAB EDGE N 2x4 WD. ALL. 7-0 CEIL. VINYL STOP 2-6 BIFOLD S&R� WALL ONE. N ABOVE 4'-0' 2640 OPENING I 2x4 WD. WALL ■ STORAG L GARAGE UNDERSIDE, OF CONC.w/ 8-0 CEIL. STAIR AND WALLS, �—VINYL STOP CARPET FLOOR � I I , N CONC.SLAB , I N EDGE �w 4Z HIGH SLOPED WALL LIVING / DINING fi Uj ABOVE TREAD CARPET w/ 8-0 CEIL. FAq OF LL 14'-2V8' I FOYER 17'-8 ( 7Y8" I I VINU OPEN ABOVE W 16'x 7- O,H.GARAGE DOOR' , • I P/C ONTE E PIC LINTEL FILLED ®� ■ L IL ® ■ ■ a ...1sld sheets126Awin•125r.003 Oct. 21, 2003 14:30:01 12 3-v 12 LITELITE ~ CONC. PAD 4" 101-10 2° TO EDGE OF FRt INT L I'-4" 5'-8' 1'-4" , 401-0' 35 SH 30.55 8' BLOCK v ENTRY PORCH OD �� o w � �'q o ' �W V) Ln W cn t�NZ o W � 4455 d�LU a za o O� LQ Q �Q D LOz o �L0 8 N M U I CD U oma. Ln N C) Q C) L Q LIQ I '1' Q Ma.randa System 4005 IAaronda Way 3277,U/�nford, ,,FL 3277. (407) 321 - 006i , �l Donald C. RobefisAlf SHEET: -20 ' O - ► / in OR SQUARE FOOTAGE:2 STORY 9 I ST FLOOR WING 1356 SQ.FT. 2 NO FLOOR LIVING 1646 SO. FT. 8"BLOCK v TRY l6'-0"' ENPORCH. TOTAL LI'/ING 3004 SQ.FT. GARAGE AREA 402 SQ. FT. 1/'-8' COVERED ENTRY 16 SQ.FT. TOTAL. AREA 3422 SQ.FT, ...1sld sheets126Awin•125r.003 Oct. 21, 2003 14:30:01 12 3-v 12 LITELITE ~ CONC. PAD 4" 101-10 2° TO EDGE OF FRt INT L I'-4" 5'-8' 1'-4" , 401-0' 35 SH 30.55 8' BLOCK v ENTRY PORCH OD �� o w � �'q o ' �W V) Ln W cn t�NZ o W � 4455 d�LU a za o O� LQ Q �Q D LOz o �L0 8 N M U I CD U oma. Ln N C) Q C) L Q LIQ I '1' Q Ma.randa System 4005 IAaronda Way 3277,U/�nford, ,,FL 3277. (407) 321 - 006i , �l Donald C. RobefisAlf SHEET: a� TradeReadyy RIM TRACK PER PLAN (2Y2' LEG UP) 1 - WALL BY OTHERS 1stdlstd_stitloorl.stl Oct. 21, 2003 14:33:41 I LL'UUI NOTES: 1) ATTACH SHEATHING TO BLOCKING W/(4) #8 SCREWS, 2) BLOCK LENGTH SHALL BE 1/8' (MIN.) TO 1' (MAX.) SHORTER THAN JOIST SPACE. TAB MUST BE ATTACHED TO THE OUTSIDE OF THE WEB TradeReadyy RIM TRACK PER PLAN (2V2' LEG UP) (3) #10-16 x 3/' SCREWS THROUGH TAB TO EACH JOIST BEARING SUPPORT BY OTHERS ti 3-1/2'(MIN)� BEARING Elle (3) #10-16 x 3/' SCREWS 4 THRU TAB INTO WOOD DECKING LADDER BLOCKING I- X x TradeReadyy RIM TRACK PER PLAN (2Y2' LEG UP) IST RIM -- STANDAR TradeReady JOIST PER PLAN NOTE: STIFFENER MUST EXTEND TO WITHIN 1/8' OF TOP AND BOTTOM FLANGE OF JOIST, 4' TSB 149a. (400T125-68), 33ksi FASTEN .JOIST TO BEARING 3 WEB STIFFENER w/ (3) #10 - 3/' SUPPORT WITH (3) 10-16 x SCREWS SCREWS TO JOIST \\ 4' TSB 149a. (40OT125-68), 33ksi ' TradeReadly JOIST WEB STIFFENER w/ (3) 1110 - 3/' BEARING SUPPORT REFER TO PLAN SCREWS TO JOIST BY OTHERS FASTEN JOIST TO BEARING SUPPORT '.,Tri, ins a"n it 3/" nrnriw- 3-1/2'(MIN) BEARING TYPE A \ I I fly 3-1/2'(MIN) \� BEARING LADDER BL0CKTNG - STANDARD (1) #10-16 x 3/' SCREW THROUGH WEB 4' TSB 149a. (400T125-68), 33ksi OF RIM TO WEB ti \ (4) #10-16 3/a' WEB STIFFENER w/ (3) #10 - 3/q' STIFFENER FLANGE \ \ SCREWS TO JOIST _ SCREWS TO JOIST TYPE B TYPF A KNOCKOUT �� WEB STIFFENER - STANDARD I 1 iuu 1 TYPE C SEE" DRAWING " EL2 FOR ALL ELECTRICAL FIXTURES, OUTLETS, SWITCHES, CABLE TV AND TELEPHONE 7'-0' 4' s ' 25 SH 30.55 EGRESS 4'-7V�' ti 'i o SEE" DRAWING " EL2 FOR ALL ELECTRICAL FIXTURES, OUTLETS, SWITCHES, CABLE TV AND TELEPHONE 7'-0' 4' s ' 25 SH 30.55 EGRESS 4'-7V�' 'i o r I s �• J SEE" DRAWING " EL2 FOR ALL ELECTRICAL FIXTURES, OUTLETS, SWITCHES, CABLE TV AND TELEPHONE 7'-0' 4' s ' 25 SH 30.55 EGRESS 4'-7V�' F—os-rl 35 3SH 1 M5 EGRESS ( 64,8FID XERND/ ABOVE s EGRESS -30.55 -30.55 DMF ON 2x8 WD. STUD WALL, MATCH BLOCK 7 3 THICKNESS BELOW 7'-IV2" l2'-01/2' 10'- V4" 10'-03/" lT 8" W ARCH 5'-8" 8'-4"—� IN GENERAL FLOOR PLAN NOTES: ALL EXTERIOR WALLS SHALL BE CONSIDERED SHE WALLS MINUS ALL WINDOW AND DOOR OPENING. V ALL EXTERIOR WALL SHALL B 4 -THICK -CONSISTING OF 2x4 "2 SYP. STUDS ANDI2' OSB SHEATHING, Q TYPICAL U.N.O. PROVIDE AFCIs (ARC -FAULT CIRCUIT INTERRUPTERS) q IN ALL DWELLING UNIT BEDROOMS PER NEC. SECTION 210-33 Q o- O Q �n v - N � o 0 0 .• .Q V) C? Lu a C�- cj3 �No , Lw o SSU z W N U uj � to W z gyp( x r O�Lu s a �izWU o MASTER BEDROOM ELEVATION 9 44 o o UA LQ W�LQ o W tow �wN ow L %2' DRYW ALL N Q. 2x BLOCKING CENTER 82 36' OFF -TOP OF TREAD HANDRAIL "8 x 2V4' LG. SCREW TO ATTACH RAIL TO ROSETTE COUNTER SUNK FOR •8 x 2%4' LG. (U TOP AND BOTTOM 2x STUDS OSETTE TO BE ATTACHED TO WALL RAIL ATTACHMENT TO WALL BALUSTERS MODEL 15070 62 510.C.,CUT TO FIT SPINDLE MUST BE INSTALLED WD. HAND RAIL SO A 4' SPHERE CANNOT PASS BETWEEN ADJACENT UNITS A Z o �Uz Ix8 WD. CAP STS/�cF l WD. TRIM (2) 4V2 ° xV2' LAG BOLTS STAIR DETAILS SCALEr %' • I' -O" Ix8 WD. CAP 2x4 STUD WALL ALIGN w/ STRINGER O3� . 2x12 STRINGER WD. TREAD �,_ V2" OUART'R ROUND SECTION A 3'-I' 3'-O" OVERALL STAIR WIDTH Ix8 WD. CAP STARTING NEWEL POST %4 ROUND TRIM, TYP. Ix WD. TRIM f ba2001 \stat r\str-opnra111.dgn Maronda Systems, 4005 Maronda Wayj Sanford, FL 327711 (407)321-0064 oca.-I!d, C. Rojurts AJA I 2 "i1 SHEET: ME (2) 2x6 HDR TB PH S R (2) 2x10 HDR (2) 2x6 HDR MST. BATH 4 w VINYL w/ 8-0 CEIL. OPT.SINK VINYL STOP Law MC1 3070 URVED O " /2 M ` ARCH BEDROOM *2 BEDROOM #3 S & R CARPET w/ 6-0 CEIL. Zg CARPET w/ 8-0 CEIL cc t� o 0 0 � � � 3-� x%" S B S R N cA BATH 2 S& R TB vT`O 8-0VINCEIL. co S& R �r Ln N n26 VINYL STOP A 4-0 BIFO D PH o S & R ' c� `y O 36" •� x 36'x 32" A/C PLATFORM .F. w/ \ z S & R pL.2648 r_�A�R OPH 2648 4-0 B1F0 D S&R V2-6VINYL STOP 1p (5) SHELVES2'-/ " 44 36'x 36'X 30 A.F.F. . A/C PLATFORM \ 5-0 22" x 36" OPENING 9 10%4" BEDROOM #4 q w BIFOLD ATTIC ACCESS , / CARPET w/ 8-0 CEIL _ 9'-O'/g'/g}" vri s o N ., 3070 CURVED / 24" x °18` RETURN b N N- a \ -�/ �� _ —ARCH BATH I — — VINYL w/ — — .CE OF Dr AND AIR GRILLE I n.15 FLOOR STAIR - ( 6-0 CEIL. 42" GH N N I I SLOPE I i SLOPE 3:12 Q I 13:12 WD. HANDA AIL ATTACH MTL, STUDS TO i MASTER BEDROOM I FACi OF STL. JOIST CARPET w/ 9-0 CEIL I i I LOFT i CARPET w/ 8-0 CEIL. � I i I 6',572' I4' -2%a' --———— — — — — —— / N \ OPEN TO BELOW � 4' \ / V DRYWA LED (2) 2x12 HDR \ (2) 2x10 HDR kl' (2) 2x12 HDR - . I - j F—os-rl 35 3SH 1 M5 EGRESS ( 64,8FID XERND/ ABOVE s EGRESS -30.55 -30.55 DMF ON 2x8 WD. STUD WALL, MATCH BLOCK 7 3 THICKNESS BELOW 7'-IV2" l2'-01/2' 10'- V4" 10'-03/" lT 8" W ARCH 5'-8" 8'-4"—� IN GENERAL FLOOR PLAN NOTES: ALL EXTERIOR WALLS SHALL BE CONSIDERED SHE WALLS MINUS ALL WINDOW AND DOOR OPENING. V ALL EXTERIOR WALL SHALL B 4 -THICK -CONSISTING OF 2x4 "2 SYP. STUDS ANDI2' OSB SHEATHING, Q TYPICAL U.N.O. PROVIDE AFCIs (ARC -FAULT CIRCUIT INTERRUPTERS) q IN ALL DWELLING UNIT BEDROOMS PER NEC. SECTION 210-33 Q o- O Q �n v - N � o 0 0 .• .Q V) C? Lu a C�- cj3 �No , Lw o SSU z W N U uj � to W z gyp( x r O�Lu s a �izWU o MASTER BEDROOM ELEVATION 9 44 o o UA LQ W�LQ o W tow �wN ow L %2' DRYW ALL N Q. 2x BLOCKING CENTER 82 36' OFF -TOP OF TREAD HANDRAIL "8 x 2V4' LG. SCREW TO ATTACH RAIL TO ROSETTE COUNTER SUNK FOR •8 x 2%4' LG. (U TOP AND BOTTOM 2x STUDS OSETTE TO BE ATTACHED TO WALL RAIL ATTACHMENT TO WALL BALUSTERS MODEL 15070 62 510.C.,CUT TO FIT SPINDLE MUST BE INSTALLED WD. HAND RAIL SO A 4' SPHERE CANNOT PASS BETWEEN ADJACENT UNITS A Z o �Uz Ix8 WD. CAP STS/�cF l WD. TRIM (2) 4V2 ° xV2' LAG BOLTS STAIR DETAILS SCALEr %' • I' -O" Ix8 WD. CAP 2x4 STUD WALL ALIGN w/ STRINGER O3� . 2x12 STRINGER WD. TREAD �,_ V2" OUART'R ROUND SECTION A 3'-I' 3'-O" OVERALL STAIR WIDTH Ix8 WD. CAP STARTING NEWEL POST %4 ROUND TRIM, TYP. Ix WD. TRIM f ba2001 \stat r\str-opnra111.dgn Maronda Systems, 4005 Maronda Wayj Sanford, FL 327711 (407)321-0064 oca.-I!d, C. Rojurts AJA I 2 "i1 SHEET: ME t t WINCHESTER REVERSE WALL NO.'1 TYVEK WINCHESTER REVERSE WALL NO. 2 TYVEK 21'-10'' REVERSE WALL NO. 5 . FELT WINCHESTER REVERSE WALL N0.8 TYVEK /CY_'7+ OSB FLUSH OSB FLUSH WINCHESTER REVERSE WALL NO. 6 TYVEK REVERSEWALLNO. 3 T O F-. U O Q C� p ci- zCD LLJ Ct 0 9-84 ct uj Q:w Z ( N � � w rci Q --t p a C LLJ Z;o C Q- 51 ?ate o p i(2 0 0. pp 4 2 6 W �zm �jQW. a WINCHESTER �C REVERSE WALL N0. 9 . 4: TYVEK OS8 FLUSH DOUBLE TOP PLATE ROOF FRAMING (6)10.d NAILS Q 3' O.C. I i rTOP PLATE SHALL BE SPLICED AT LEAST 48' FROM BOTTOM SPLICE (6)10d NAI 0 3' O.C. lOd NAIL. & 16' O.C. AWAY FROM SPIE" _v DQ USP N P �71 —4 HURRIC I VE CLIP (6) /C NAILS 0 ' O.C. p ON EAC R STUD 4'-0' DBL. TOP PLATE SPLICE CONN. fbc2OOAslruct\p1sp11ceconndgn SCALE: %2' • /'-0' \std sheetsl25r\win-125r.wpl Oct. 21, 2003 14:30:35 OSP cucnrur,vc NAIL W/ 10d NAILS AT 4' O.C. 2X4 STUD POINT WHERE TWO PANELS MEET 058 SHEATHING R TOP CORNER DETAIL L/ SCALE: NTS A I 04" VOTES: '6d NAILS FASTENED 2 12' O.C. BOTH SIDES THERE CAN EXIST UP TO A %2' WIDE GAP 3ETWEEN STUDS, WHICH 'AN BE SHIM14ED IN THE FIELD. WALL JOINT DETAIL SCALE: %q' ; 1'-0' b� O 60 51 16'-2%2' Lu b w J J� =.005 Maronda vNay Sanford, FL 32771 0(407)- 3.21 - 0064; �y �C Unald° C. Roberts alb 'AWIQ o 18'-3%• 6'-51/e' SHEET: w F J RJ CGS J Ll 51 16'-2%2' Lu b w J J� =.005 Maronda vNay Sanford, FL 32771 0(407)- 3.21 - 0064; �y �C Unald° C. Roberts alb 'AWIQ o 18'-3%• 6'-51/e' SHEET: w F Cil CGS J Ll tn 51 16'-2%2' Lu b w J J� =.005 Maronda vNay Sanford, FL 32771 0(407)- 3.21 - 0064; �y �C Unald° C. Roberts alb 'AWIQ o 18'-3%• 6'-51/e' SHEET: w F O d - 'O N n F- O m N (n 5-3 BOT, = 40' I d- u (1 0 H s-; C2 C1 a -v 1 vr- - UP -ter FIRST FLOOR SECOND FLOOR 40-0 5-3 TOP -40' �rond� S s�� ms Y CONVENTIONAL FRAMED ENTRY 8-4 14-0 JOB NUMBER: WINA4 DRAWN BY : tly DATE 3-26-03 CUSTOMER: PITCH: 6/12 OH: 12" JOB NAME* WINCHESTER A 4 BEARING: 3.5". LOAD: 33* psf STRUCTURAL MALL SCHEDULE • OVERTURN ANCHOR 'APPLIED AT TOP TT M SHEARWALL STUD • � BOTHSWALL TO SLAB CORNERS;& SIDES OPENINGS SHEATHING WALL ID OF STUD TO PLATE. v SIZE & PRODUCT, BQLT TO SPECIAL PRODUCT PRODUCT NAIL SIZE SPACING SPACING SPACING TYPE O GRADE CODE SLAB SIZE NOTES CODE CODE &SPACING o 51 BOT.-- S4.BOT. a" CMU_- � O QC1 C2 8" CMU F- d S4 TOP 42 S P 16" o. c. -- -- SEE DETAILS.SNEET TOP OF ��i6' O.S.B. 8d NAT,LS .. HCOPL 4" o:o. EDGE, -- -- EA. STUD EXT. SIDE 6" 9•q• FIELD (n N S7 TOP #2 S P 16 o. C. -- -- SEE DETAILS SHEET LPTA t EACH HCOPL TOP OF 7/is' 0. S. B. q•8 O.C.LS EDGE, EA. STUD OTH. SIDES 6" o. C. FIELD Q I1 2x4 m2 16" o.c.10 ` -- -- SPF SURR-ISTUD 4 p. 0. _- 4 CD WE T P LQ o TRUSS HARDWARE SCHEDULE � w p Avip- 21 � M' W o TRUSS TRUSS OUAN. UPLIFT UPLIFT UPLIFT LEFT STRAP MID STRAP RIGHT STRAP W Z, W MAX FASTENERS FASTENERS FASTENERS °. ID TYPE LEFT MID RIGHT TYPE UP TYPE UPLIFT TYPE LIFT UM V) c�3 u HIP PAN — TOP PLATES (8) 8d — — TOP PLATES (81 8d W W z A 2 965 922 (2JRTl6 1900 TRUSS 18) 8d x t i2 (2)RT16 1900 TRUSS la ad x t �2. Q m o a TOP PLATES (8) 8d TOP PLATES (8) 8d gW vi Al HIP / 1059 �' 1089 (2)RT16 1900 TRUSS (8) fid X i 1 -- (2)RT/6 1900 TRUSS 18) 8d x 1 /2 N �d TOP PLATES (8) 8d TOP PLATES (8) 8dCD x A2 HIP PAN 1 979 — 936 (2JRTl6 ' 1900 TRUSS (8) 8d x 11/i — — (2)RT16 1900 TRUSS �� 9 CD TOP PLATES (8) 8d TOP PLATES (8) 8d �i� N A3 HIP I 1051 — 1094 (2)RT16 1900 TRUSS ( a) ed x t T -- (2)RT16 /900 TRUSS 18) 8d x 1 �2 ca �, �, TOP PLATES (8 ) 8d (2)RI 1900 TTOP RUSS (8) Sd 9 z 4 A4 HIP PAN 1 984 — 940 (2)RT16 1900 TRUSS (8) 8d x 1 , — — g TOP PLATES (8) 8d TOP PLATES (8) 8d ? A5 HIP / 978 1039 (2)RT/6 1900 TRUSS 181 8d x t -2 — — (2)RT16 /900 TRUSS 181 8d x 1�ca Q TOP PLATES (8) 8d TOP PLATES (8) 8d LO HIP PAN -- (2)RT16 1900 TRUSS (8) 8d x 1 , (2JRTl6 .1900 TRuss (8) 8d x 11 A6 / 1000 1039 �" — 2 'S o — TOP PLATES (8) 8dTOP PLATES (8) 8d 4 9 ip A7 Hf l 1005 �-- 1041 (2)RT16 1900 TRUSS (8 ) 8d x 111-2y-- ' - (2)RT16 /900 TRUSS (8) 8d x 1112, w M TOP PLATES (8) 8d TOP PLATES (8) 8d :r, - A8 HIP I /003 — 1040 (2)RT16 1900 TRUSS (a) ad x 11/2' — — (2)RT16 1900 TRUSS 181 8d x 1 /2 ~ujr TOP PLATES (81 8d TOP PLATES (8) 8d O 'S 4 A9 HIP PAN 1 999 1043 (2)RT16 1900 TRUSS (8) 8d x t 1 (2)RT/6 1900 TRUSS' (8) 8d x 1117, �o TOP PLATES (8) 8d T —TOP PLATES (6) 8d U ?S B HIP l 1005 1042 (2)RT16 1900 TRUSS tal ad x t q(2JRTl6 /900 TRUSS l61 8d x 11,2 z47 2 -PLY PAN TOP PLATE (8 ) 8d TOP PLATE 18) 8dii ti l Bl HIP GIRDEL 1 1364 1,364 (2)RT/6-2 1900 TRUSS (81 8d X 11�" -�` -' T (2)RT/6-2 1900 TRUSS (8) 8d'X 11 2 -PLY TOP PLATE (8) 8d TOP PLATE (8) 8d Z 82 HTP GIRDER I 1364 1364 (2)RT16-2 /900 TRUSS (8) 8d X 111" (2)RT16-2 /900 TRUSS (8) 8d X 1112 (101.10G X 1 ,TRUSS.. HIPl7N04-HEARERI16N6d •. OW H HIP .JACK 3 580 — 340 HNCP2 675 (to) tod z 1�2 PLATE — THJ26 I !0!Q aACK (s) fad xt42" (10) 10d X 1/2 TRUSS HIP(11101-HEADERI16116d HI HIP JACK 1 581 341 HHCPE 675 (10) 10d x I PLATE — — THJ26 10/0 JACK (5) 10d x1112" END JACK (4) ad TRUSS /6d NAILS 4 2 J 25 353 27/ 2/8 RCDP 475 14) ad 'PLATE — _ JI END JACK 7 339 494 HCDP 475 (4) 8d TRUSS — — — (4) 8d PLATE lOd NAILS 4 2 O Ln END JACK 475 (4) ad TRUSS 3 `I JlA 1 333 345 43 HCDP (4).8d PLATE -- — -- 10d NAILS 2 Q CORNER JACK 14) ed TRUSS 10d NAILS J2 6 333 345 43 HCDP 475 ( 4) 8d PLATE _ — 4 2 J28 CORNER JACK(4) 306 7/ 312 HCDP 475 (4 r ad TRUSS — IOd NAILS 3 (4) 8d PLATE 2 CORNER JACK 475 (4) ad TRUSS — — !Od NAILS 3 2 J3 6 249 215 " 26 HCDP (4) ad PLATE J (4) 8d TRUSS J3B CORNER JACK 2 247 2/7 26 HCDP 475 141 ad PLATE — — IOd NAILS 3 2 J CORNER JACK HCDP 475 (4) ad TRUSS — — IOd NAILS ? 2 Q J4 6 156 75 6 (4) 8d PLATE CORNER JACK (4) 8d TRUSS _ — IOd NAILS J4B 2 163 65 6 HCDP 475 (4) 8d PLATE 2 2 cr VALLEY 2X4 CONY. FRI MING LA 112 v 4' O.C. 775 (12) 1 ad ---- — — IOd NAILS 2 2 Q Q 'TOP NAILS TOM NAILS r6 CQ O o Q r W Maronda Systema 4005 Maronda 1NaA ; Sanford, FL 327711 (407) 321 - 006.4 Donald C. Roberts. 1aR6710 rLLj ALL HARDWARE MANUFACTURED BY USP XXXX I SHEET: ALL HARDWARE MANUFACTURED BY SIMPSON XXXX ALL HARDWARE MANUFACTURED BY CLEVELAND XXXX TRI -A : yr ruu c IV nL.ruLn OUTER STUD,TYP, (SEE SCHEDULE BELOW 2x HEADER _ /-- STRAP MSTA 12 FROM r—AR(rlIOF Hmp TA A / "'r, r,,,,, rA i,renrn� M/SC. HARDWARE CONNECTORS: FASTENERS MAX UPLIFT 5 CORNER BAR GROUTED CELL w/ lU 15 REBAR ALL LAPS, 25' MIN.' ( TYPICAL BOND BEAM 62 CORNER t S71R MAX. UPLIFT RTI6T 920 LBS. I BS LFTA6 990 LBS RT24T 1125 BS V' o 8' CONC. BOND BEAM BLOCK w/ 111'5 REBAR,z CONT. (GRADE 40) STANDARD HOOK a m o N Q) `C � z �` k w c ! o Q 2x HEADER, SEE FLOOR PLAN U Ln4 Q o - a 2 RT 118 USP PRODUCT MANUFACTURER CODE # FA3 USP TDP (4) 10d x 1 1155 s1oE 121 1od x 1��:" RTl6 USP TOP PLATES (9) 10d //05 TRUSS (9) 100 x 1 1/2' RTl6-2 USP TOP PLAT (10) 10d /95 TRUSS 110) 10d HC520 CLIP USP515 (11) aDPLAT( (D v 21V OFF (6) ao stun HGDP CUPS LIR USP (4) ad TRUSS 475 (4) Sd PLATE HHCP2 CRNR CUP USP 10) iOd x 1172- TRUSS 675 (10) 1 od x 11 PLATE HTA 20 ANCHOR USF ( 14) 10d x 11/1' 1500 HTW24 USP 120) too 1530 KST227 STRAP ANC. USP t 34) 16d 3200 o ,'- _ U 0 Q v' LPTA USP FACE OF CABLE W/ 2x4 (101 10d x V'2' 1225 ENO OF CABLE W/ 2xG.cm 1Qd x 11/" LTWl2 USP FACE OF GABLE W/ 2x4 (22) 10d x 112' f305 END OF CABLE W/ 2x6 (18) 10d STA36 USP 112) 10a x 11/2" 735 LTS20 STRAP ANC USP CONCRETE t11�2 x 1 BOLT, 1lIN a�B E(s8. ,255 STUD 110) 1 o x 11,' SCALE: /'-0' VZ' • MPAI & MPAIF USP (12) ad + 112' 680 «n_ , : yr ruu c IV nL.ruLn OUTER STUD,TYP, (SEE SCHEDULE BELOW 2x HEADER rnror uJr' MSTA12 USP USTA16 USP USTA24 USP i b 1 as 110) 10d 114) 10d 11 a) IN ✓w 620 870 1120 --- D USTA30 USP NOT t S71R MAX. UPLIFT RTI6T 920 LBS. I BS LFTA6 990 LBS RT24T 1125 BS z cp 8' CONC. BOND BEAM BLOCK w/ 111'5 REBAR,z CONT. (GRADE 40) STANDARD HOOK a m o N Q) `C � z �` k w c ! o Q 2x HEADER, SEE FLOOR PLAN MAX. JACKS a --,1tSTAJB AiI NAILS TOP PLATE TOP(Typ 2x HEADER, SEE FLOOR PLAN FOR PROPER SIZE FRAMING, NAIL HEADER TOGETHER w/ 10d NAILS STAGG.c 12'0.C. MAX, SPACING0A. k STUDS TOGETHER 1n w/ 10d NAILS STAX,* w 12'O.C,MAX, SPACING VARIES, SEE CHART BELOW STUDS 0 7 AI SECTION y A -A USTA30 USP (22) 1 O(2) 11/5 z cp 8'-YYAX.HGT, a m MSTA 12 Q) `C � z �` k w c ! T� FILLED CELL (3000 psl CONC.) W/ (I) $5 REBAR, VERT: 2x HEADER, SEE FLOOR PLAN U Ln4 Q o - a 2 RT 118 USP (14) 10d 860 2 MSTC 40 USP STUD (50) 10d 3790 BLOCK (12) TAPCON STAGGERED 1ATS27B STRAP ANC USP (24) 16d / 1012 ANCHOR BOLT 4635 &' 3' (I) 2 3 (D v 21V OFF EAEND OF HDR. CONN OUTER STUD TO RIM JOIST W/ USTA24 x d i- 05 RE13AR w/ 25' LAP AND 6' MIN. EMBED. -t T/. Ist FLOOR SLAB - u:r - F. a 0 , • _ • o u k • 0 . • o a � 0 � • O 0 • "' • • d cn o • o m 0 > a V1 •, z o Q o LFTA6 0 J Z 41- MAX. JACKS a HEADER SIZE STUDS 0 STUDS U 7V2' OPN'G SIZE EA.ENDEAEND . 8'-YYAX.HGT, EAEND 1O'-O`MAX,HGT. MSTA 12 9'-l'-12'-0' 3'-0° ARCH OPENING 2x HEADER, SEE FLOOR PLAN 1 2 N/A 2 2 (1) B CEN. OF HDR. SHEET: FOR PROPER SIZE FRAMING &' 3' (I) 2 3 (D v 21V OFF EAEND OF HDR. RT 24T EPDXY (A & B) MIX Q W ANCHOR FASTENING SCHED M/SSED DOWN ROD REPAIR � TYP.HEADER DETAIL -20 FLOOR FRAMING MISSED ROOF TIE DOWN REP SCALE: V2' a -o' fbc20ONttuc1\wdheadeTdgn SCALE. lz 1`-p FOR MISSED FLOOR ANCHORS, CONSULT ENGINEER STAFF SCALE: N,TS, (n 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 Q WALL, SEE FLOOR PLAN WALL, SEE FLOOR PLAN LEG 2x BOTTOM TO HARD BRD.SCREWED - S CHART B LOW BE Q HEADER HGT. TO 247p . �. W 1 w W - `� wLQ 2648 � 70HEADER M To A/C DOOR I CER. TILE CARPET CER. CARPET 25 GAUGE MTL.STUD '-u W NGT, II 45 DEG. ANGLEr 'MASONITE SCREWED 32BRO. STRIP 'u ctl GiT11 Js �,.CY�")c U TO SIDE &• TOP Ex's TO FOAM ELLIPSE ARCH Q-0()� ivilr � �=' I ��' 9 ��--� o Sanford, FL 3277, c ) 7I I Z OPENING SEE FLOOR PLAN FOR SIZE OPENING SEE FLOOR PLAN FOR SIZE (07) 3.2 Q��''64 STANDARD I W OUTSIDE CORNER INSIDE CORNER DOOR I w o VINYL T O CARPET _ 0%2. O'/2. 711z-- Yamcox FILLER SCREWED TO / T/ 2x ON BOTH SIDES OF OPN'G. II u "• �I PLATF RM : . RETURN A/CI GRILLE, SEE MECHANrCAL, SHEET �° I FOR SIZE ID LOCATION IL VINYL CARPET • ' VINYL CARPET ELEVATION SECTION ...lstdtstd deta11s.sd1 Oct. 21, 2003 14:30:50 OPENING OPENING LEGS 2'-1' = 2'-O' ARCH OPENING 7V2' 2'-7' - 2 -6' ARCH OPENING 8%8' 2'-9' = 2'-8' ARCH OPENING 9716' 9'-l'-12'-0' 3'-0° ARCH OPENING l0%' 4'-1' - 4'-O' ARCH OPENING l5' OPENING LEGS 21-V - 3'-/' 4' 3'-2 '- 4'-0' 5V2' 4'-1'- 5'-0' 6V2' 5'-1'- 7'-0' 8' 7'-/'- 9'-0' 9V24 9'-l'-12'-0' 12' OUTSIDE CORNER. INSIDE CORNER A/C CLOSET DOOR FLOOR EDGE CORNER DETAIL INTERIOR CURVED ARCH INTERIOR ELLIPSE ARCH SCALE: V2' - P -o' SCALE: V2' -1'-0' SCALE: V2' - I'-0' SCALE: V2' - l' -o' SDI Donald C. bb'ICCS R SHEET: OUTSIDE CORNER. INSIDE CORNER A/C CLOSET DOOR FLOOR EDGE CORNER DETAIL INTERIOR CURVED ARCH INTERIOR ELLIPSE ARCH SCALE: V2' - P -o' SCALE: V2' -1'-0' SCALE: V2' - I'-0' SCALE: V2' - l' -o' SDI CONVENTIONAL FRAMED ROOF: 2x8 RIDGE BEAM ATTACHED w/ (3)16d NAILS o ROOF BLOCKING AND c KING HIP 2x6 KING HIP ATTACH w/ (l) HHCP2 o _WALL CORNER AND w/ (3)16d NAILS �2 RIDGE BEAM 1 2x4 HIP JACKS ATTACH w/ (I) RT3 0 WALL TOP AND w/ (J)16d NAILS s KING HIP / RIDGE BEAM 1 2x4 SPF CEILING NAILER Q 24' O.C. 2x4 NAILER BTWN KING HIP /2 (2) 2x8 BOX HOR w/ 6 �pG� {1 2x SPACERS Z� I' 1 OSB SHEATHING Z� 2x8 RIDGE A,,2��8 ENGINEERED TRUSS . o I5' OSB SHEATHING . y %6" FLAT OSB SOFFIT FRONT AND BACK w/ DMF ON LATH 2x4 BLOCKING w/ DMF ON LATH W/ 8d v 3' O.C. a 2x8 SPF STUD, O.C. W/ 8d (2EDGES, EDGES, 6' O.C. FIELD -2x BLOCKING IN WALL CUT TO FI'! `t 6' O.C. FIELD U `v � Lu V) a PANEL BEHIND AS q 9_ Q. Q. O o REQ'D FA3 CONNECTOR z o (1) 2x12 NAILER LAID FLAT \ 3 I,o a r - �0m AGAINST SHEATHING BETWEEN.. 4 IoW TRUSSES ATTACH w/ (3)16d NAILS &'05B SHEATHING Q - Q EACH END OF NAILER o Q w/ DMF ON LATH ' (2) 2x4 STUDS, FRONT AND BACK � N CUT TO FIT 2x8 SPF STUD, o- 716' OSB SHEATHING CUT TO FIT fir/ DMF ON LATH ( (2) 2x4 STUDS, T�, v)t W Z� `n CUT TO FIT ALIGN w/ BLOCK. BELOW 4 p DETAIL A CONVENTIONAL FRAMED ROOF: 2x8 RIDGE BEAM ATTACHED w/ (3)16d NAILS o ROOF BLOCKING AND c KING HIP 2x6 KING HIP ATTACH w/ (l) HHCP2 o _WALL CORNER AND w/ (3)16d NAILS �2 RIDGE BEAM 1 2x4 HIP JACKS ATTACH w/ (I) RT3 0 WALL TOP AND w/ (J)16d NAILS s KING HIP / RIDGE BEAM 1 2x4 SPF CEILING NAILER Q 24' O.C. 2x4 NAILER BTWN KING HIP /2 (2) 2x8 BOX HOR w/ 6 �pG� {1 2x SPACERS Z� I' 1 OSB SHEATHING Z� 2x8 RIDGE A,,2��8 ENGINEERED TRUSS . w/ DMF ON LATH o , y %6" FLAT OSB SOFFIT FRONT AND BACK w/ DMF ON LATH W/ 8d v 3' O.C. a O.C. W/ 8d (2EDGES, EDGES, 6' O.C. FIELD QLL�LU `t 6' O.C. FIELD U `v � Lu V) a o z q 9_ Q. Q. O o 0 z o (1) 2x12 NAILER LAID FLAT Lu I,o a r - �0m AGAINST SHEATHING BETWEEN.. 4 IoW TRUSSES ATTACH w/ (3)16d NAILS Q - Q EACH END OF NAILER o Q L � N o- v)t W Z� `n 4 p w/ DMF ON LATH y %6" FLAT OSB SOFFIT FRONT AND BACK w/ DMF ON LATH W/ 8d v 3' O.C. Uui V 8 O.C. W/ 8d (2EDGES, EDGES, 6' O.C. FIELD QLL�LU `t 6' O.C. FIELD 2x4 SPF BLOCKING ATTACHED TO OSB w/ (2) 6d NAILS, BOTH SIDES .%6' OSB SHEATHING VAILS @ 4' O.C. ALIGN w/ BLOCK. FLOW A SD2 (l) 2x12 NAILER LAID FLAT AGAINST SHEATHING BETWEEN TRUSSES ATTACH Iw/ (3) I6d NAILS Of E'Ar" CAM /1C AIAI, rn i FA3 CONNECTORS FA3 CONNECTORS FA3 CONNECTORS 2x PT BOTTOM SILL 2 9f6 ��4'I 4 a T/ BR JIGT. CONNECTORS I I "� I N #k HHCP2 8' BLOCK w/ RT3 2x4 NAILER BTWN DMF KING HIP CONVENTIONAL FRAMED ROOF ,PLAN N.T.S. FF -7 8" BARREL VAULT bc2001\struct-6orrelvoult.dgn SCALE: 1' • I'-0' ...\std sheets I25\wina-126.sd2 Oct. 29. 2003 09:29:38 y BMW ��W o ,z z Uui V 8 to :Z: i � a r a QLL�LU `t `v � Lu V) a o z q 9_ Q. Q. O o z o M I,o a r - �0m IoW Q - L (l) 2x12 NAILER LAID FLAT AGAINST SHEATHING BETWEEN TRUSSES ATTACH Iw/ (3) I6d NAILS Of E'Ar" CAM /1C AIAI, rn i FA3 CONNECTORS FA3 CONNECTORS FA3 CONNECTORS 2x PT BOTTOM SILL 2 9f6 ��4'I 4 a T/ BR JIGT. CONNECTORS I I "� I N #k HHCP2 8' BLOCK w/ RT3 2x4 NAILER BTWN DMF KING HIP CONVENTIONAL FRAMED ROOF ,PLAN N.T.S. FF -7 8" BARREL VAULT bc2001\struct-6orrelvoult.dgn SCALE: 1' • I'-0' ...\std sheets I25\wina-126.sd2 Oct. 29. 2003 09:29:38 8' CONC. LINTEL BLOCK w/ CONTRACTOR NOTE: (1) "5 REBAR, CONT. INSTALLATION FOR GARAGE DOOR 2x4 P.T. SYP ATTACHED w/ TYPES (AS PER TEST 1960507-A1 POWER ACTUATED OJ4" x3" LG. HIGH STRENGTH PRECAST SHOTS 0 12" O.C.OR NO) LINTEL, SEE FLOOR PLAN 3/6' x '3' TAPCONS FOR LOCATION OF FILLED LINTELS G 2x8 P.T. k _ MAX. GARAGE DOOR OPENING, SEE FLOOR PLAN FOR WIDTH t' E GARAGE DOOR ELEVATION it i• i i 2x6 P.T. °c ATTACHED w/ w/ /2%2' DIA.W 8'J -BOLTS HER, SEE ELEVATION FOR LOCATION .\wlnchester4l; 8' CONC. LINTEL BLOCK w/ (I) 15 REBAR, CONT. HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS 1x4 P.T. DOOR BUCK B SD -D SEE FL OOR PLAN STANDARD DOOR ELEVATION SCALE: %' • 1'-0' SCALE: j/a' - 1'-0' 8' CONC. BLOCK 8' CONC. BLOCK -- —� VERT. REINFORCEMENT, VERT. REINFORCEMENT, SEE SEE FOUNDATION PLAN FOUNDATION PLAN FOR LOCATION FOR LOCATION: 3000 psI CONC. tQ 28 DAYS %2' DRYWALL (DOTTED) Ix P.T. FURRING 1x4 P.T. DOOR BUCK, ALIGN WITH - INSIDE -- FACE OF BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN DOOR FRAME WITH jYIy' x 2V4' TAPCON THRU.DOOR. FRAME INTO BLOCK WITH MIN. 1%4" EMBEDMENT, SEE DOOR MANUF. FOR NUMBER OF TAPCONS REQUIRED. GARAGE DOOR DUCK DETAIL SCALE: STANDARD DOOR BUCK DETAIL SCALE: jY4' I' a CONTRACTOR NOTE: FOR INSTALLATION SIZES OF NORANDEX SLIDING DOOR SERIES 500 UP TO 8'-0' x 6'-8' AS PER 096-0131.10 & SERIES 502 UP TO 8'-O' x 8'-D" MAX. (AS PER TEST .1196-0608.20) I rm,mim M/®ZMi/' ®P0"' u� i 2x8 P.T. DOOR B W 73' GARAGE OPENING N QN LL_ 0 U 46' 0 I, MAX. GARAGE DOOR OPENING, SEE FLOOR PLAN FOR WIDTH t' E GARAGE DOOR ELEVATION it i• i i 2x6 P.T. °c ATTACHED w/ w/ /2%2' DIA.W 8'J -BOLTS HER, SEE ELEVATION FOR LOCATION .\wlnchester4l; 8' CONC. LINTEL BLOCK w/ (I) 15 REBAR, CONT. HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS 1x4 P.T. DOOR BUCK B SD -D SEE FL OOR PLAN STANDARD DOOR ELEVATION SCALE: %' • 1'-0' SCALE: j/a' - 1'-0' 8' CONC. BLOCK 8' CONC. BLOCK -- —� VERT. REINFORCEMENT, VERT. REINFORCEMENT, SEE SEE FOUNDATION PLAN FOUNDATION PLAN FOR LOCATION FOR LOCATION: 3000 psI CONC. tQ 28 DAYS %2' DRYWALL (DOTTED) Ix P.T. FURRING 1x4 P.T. DOOR BUCK, ALIGN WITH - INSIDE -- FACE OF BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN DOOR FRAME WITH jYIy' x 2V4' TAPCON THRU.DOOR. FRAME INTO BLOCK WITH MIN. 1%4" EMBEDMENT, SEE DOOR MANUF. FOR NUMBER OF TAPCONS REQUIRED. GARAGE DOOR DUCK DETAIL SCALE: STANDARD DOOR BUCK DETAIL SCALE: jY4' I' a CONTRACTOR NOTE: FOR INSTALLATION SIZES OF NORANDEX SLIDING DOOR SERIES 500 UP TO 8'-0' x 6'-8' AS PER 096-0131.10 & SERIES 502 UP TO 8'-O' x 8'-D" MAX. (AS PER TEST .1196-0608.20) I rm,mim M/®ZMi/' ®P0"' u� i 2x8 P.T. DOOR B W 73' GARAGE OPENING 0 QN LL_ 0 U 46' 0 RECESS IN S 2x6 P.T '"2 SYP 0 EACH 10 o DOOR,, SIDE FOR ATTACHING BRACKETS FOR VERT. TRACKS w/ (3) %2' x 8' J -BOLTS, SEE LOCATIONS 0 /6° 0 GARAGE FLOOR MAX. GARAGE DOOR OPENING, SEE FLOOR PLAN FOR WIDTH t' E GARAGE DOOR ELEVATION it i• i i 2x6 P.T. °c ATTACHED w/ w/ /2%2' DIA.W 8'J -BOLTS HER, SEE ELEVATION FOR LOCATION .\wlnchester4l; 8' CONC. LINTEL BLOCK w/ (I) 15 REBAR, CONT. HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS 1x4 P.T. DOOR BUCK B SD -D SEE FL OOR PLAN STANDARD DOOR ELEVATION SCALE: %' • 1'-0' SCALE: j/a' - 1'-0' 8' CONC. BLOCK 8' CONC. BLOCK -- —� VERT. REINFORCEMENT, VERT. REINFORCEMENT, SEE SEE FOUNDATION PLAN FOUNDATION PLAN FOR LOCATION FOR LOCATION: 3000 psI CONC. tQ 28 DAYS %2' DRYWALL (DOTTED) Ix P.T. FURRING 1x4 P.T. DOOR BUCK, ALIGN WITH - INSIDE -- FACE OF BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN DOOR FRAME WITH jYIy' x 2V4' TAPCON THRU.DOOR. FRAME INTO BLOCK WITH MIN. 1%4" EMBEDMENT, SEE DOOR MANUF. FOR NUMBER OF TAPCONS REQUIRED. GARAGE DOOR DUCK DETAIL SCALE: STANDARD DOOR BUCK DETAIL SCALE: jY4' I' a CONTRACTOR NOTE: FOR INSTALLATION SIZES OF NORANDEX SLIDING DOOR SERIES 500 UP TO 8'-0' x 6'-8' AS PER 096-0131.10 & SERIES 502 UP TO 8'-O' x 8'-D" MAX. (AS PER TEST .1196-0608.20) I rm,mim M/®ZMi/' ®P0"' u� 8' CONC. BLOCK LAB i 2x8 P.T. DOOR B W QN LL_ 0 U Q. RECESS IN S o DOOR,, 8' CONC. BLOCK LAB V) Z 0 Q Q w � O � a0 c� Ln 0 Nr I tlo rn 8' CONC. LINTEL BLOCK w/ o (11 °5 REBAR, CONT, HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN LiQ FOR LOCATION OF FILLED LINTELS 'CK Q `�L• V Q LO vi A SD -D 4 d b SEE FLOOR PLAN VERT. REINFORCEMENT, SEE FOUNDATION PLAN FOR LOCATION %2' DRYWALL (DOTTED) Ix P.T. FURRING 2x8 P.T. °2 SYP DOOR BUCK, ALIGN WITH INSIL FACE OF BLOCK, ATTACH w/ (9) 12d COIL NAIL Q 8' O.C„ STAGGERED, OR (4) 3/6' x 3' TAPCONS, TOP AND SIDES, SEE ELEVATION FOR LOCATIO ALLOWABLE CONTINUOUS FILLER, UP TO j Ix NAILED TO 2x8 v 6' O.C. STAGGERED 9 6 w SCALE: 3/' - I'-0' Maranda Sysmc-M5 4005 Maronda Nay Sanford, FL 32771 o (407) 3:21- 0004 G X01 91/A' NAIL'G PATTERN 12d COIL NAILS, SHOWN LI DI NG GLASS DOOR DUCK DETAIL SCALE: 3/' - l'-0' Donald C. <Rdbe i - AW - FES 0 h 2334 SHEET: SD-D NOTEr c a v a a a (2) l4' X 2�q" FIEXHEAD 1'44 44 aQ e •d o TAPCON 1N BLOCK .. MAY CUT BACK 2x8 P.T. l4 8" CQNC. LINTEL BLOCK w/ TOP TO ALLOW CONT, 2x4 U) •5 REBAR. CONT. as j/" BLOCK'G AROUND CURVE *16 X I IN FRAME APPLICATION MIN. ATTACH w/ 16 X 312 HIGH STRENGTH PRECAST TAPCONS 62, 24" O.C. LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED R TOP LINTELS A CAULK -11 OF MULL SD -W Y WINDOW ° HEAD (XFLA-26-1) Ix3 MULLION FLA -45 WINDOW MULLION ANCHOR CLIP (2) %Q. X 2V4'TAPCON o .. JAM /6 QAGALV. Ix3 MULLIONUFLA-26-11 SHEET METAL •l0 X Ij/' 1N DW SILL FRAME APPLICATIONCC 800 LB. MAX CAPACITY Ix3 MULLION (XFLA-26-1LLJ) , WINDOW ° SH HEAD II p JAMB - ® CONTRACTOR 1x4f�T.WINDOW BUcRI WINDOW NOTE. w FLA -45 FOR INSTALLATION SIZES OF i CAULK BOTTOM Y MULLION ANCHOR CUP NORANDEX WINDOW SERIES w OF MULL PRECASTED SILL 16 GA.GALV. /q"- SHEET METAL: SHEET aoo Le. MAXMAx CAPACITY u 3 I 437/438 UP TO 53/H x 76/ AS PER T EST #96-0624.20 f1MU LION AS-41 a N I sD_W a G G %' MAX, I Q D D (2) V4'x I /z" HEXHEAD SEE WINDdh SCHEDULE z G DG G TAPCON N STANDARD WINDOW DETAILS IN BLOCK WALLS UP TO lO FEET PRECAST SILL o NORANDEX VERT. MULLION NORANDEX HORIZ, MULLION HIGH CLIP STYLE . FLA -45 CLIP STYLE FLA -45 / WINDOW -STANDARD-BLK �/ SCALE: %' - /'-0' c0 o SCALE: 3/" - I'-0". SCALE: 3Y" - l'-0" iz o 'QTE; 6" CONC. LINTEL BLOCK w/ CUT BACK 2x8 P.T. 62 OTE: CUT BACK 2x8 P.T." CQNC. LINTEL BLOCK w/ . U) 5 REBAR, CONT, NOTE: MAY CUT BACK 2x8 P.T. 8" GONG. LINTEL BLOCK w/ (I) 5 REBAR, CONT, c� 8' CQNC. LINTEL BLIRION T TO ALLOW GOVT. 2x4 (I) 5 REBAR, CONT, T TO ALLOW CONT. 2x4 TOP TO ALLOW CONT. 2x4 (I) *5 REBAR, CONTBL NSEE 'G AROUND CURVE MIN. TACH w/, %6" x 3%z' HIGH STRENGTH R ESSED BLO 'G AROUND CURVE MIN. TACH w/ %s" x 3V2" HIGH STRENGTH R ESSED BLOCK'G AROUND CURVE MIN. ATTACH w//s" x 3%Z' HIGH STRENGTH RECESSED HIGH STRENGTH IT .62 24" O.C. PRECAST LINTEL, ' EE FLOOR. PLAN FO LOCATION TAPCO v 24" O.C. PRECAST LINTEL, ' EE FLOOR PLAN FO LOCATION TAPCONS 24" O.C. PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION FLOOR' PLAN LOION OF FILLED OF FILLED U ELS OF . FILLED U ELS OF FILLED LINTELS C ,LINTES C � C SD -W r " � " 2x8 V. ,v//q x 2 SD -W Y 2x8 P.T. ti '/Vq' x 2%" SD W 2x8 P.T, vr'/%a" x 2 f " ~ TAPCON Q 12" O.C., TAPCON Q 12' O.C.. TAP NS V 12' O.C.. V) J 2x& P.T SYP NAIL ERS, TEACH FACE w/ (l) ( Q /q' x 3V4" TAPCON z EACH END � 2x4 SPF ON LOCK ATTACHED %s' OSB, = 2x4 SPF ONT LOGK'G ATT HED I6' OSB, ,dG} -- 2x4 SPF CONT.BLOGK ATTACHED TO I s' OsB, Q o SD -W -. w/ 121 !6d n S i� w/ f 16d I S iu w/ (2J !6d NAILS w iii cr 2x8 wl (2) 6d NAILS EA. END. (TYP, 4 PLACES( w — ,_ ..._ ._ .� — — IT- %rs' B w/ 6d N "' TII /s "q$8 w/ 6d LS � 6 .TO .SIDE D TOP ` I v — — — _ _ _ _ — — — — — _ —6d—NAI Y "�B w/ 6d NAILS �s — 6" P.C. TO SIDE AND 0 ' c" .C.TO SIDE AN TC I I ERflOR HORIZ. a = u V Rtl MULLION S O'D �� ? w TOP 2X8 1 )C. YP INFILL FRAMING W in -Z MUL NS AS REO'D �Q in (( VER�'I OR HORIZ. r� 4 /s" OSB U PIECE) B I ( B �,`LAt)IVNS AS RE90 B _n wl Bd N S o 4'0,C. IEWIN Ix4 �IT.WlNDGW -W Ix4 WINDOW �• W 1x4 flF.WINDOW BUCK1� SD -W DOW SCHEDULE TO ALL FR ING MEMBERS (EXT. FACE LY) BUCKI� SEE 'NINDOV� SCHEDULE BUCK SEE WINDdh SCHEDULE SEE 4'l/ND(N� SCHEDULE Q q PRECAST SILL PRECAST SILL PRECAST SILL W WINDOW -OCTAGON- WINDOW -1/2 ROUND , TOP- WINDOW -EYEBROW- WINDOW-COMBINATION-BLK E ` SCALE: j%q" - l NOT USED SCALE: %" - l NOT USED SCALE: 3/ " - I' NOT USED SCALE: j/ " - I'-0" I rh i"0 6 ? c^ i i� >Iti;a�! 4005 [viaror��c9�9 Sanford, FL. 32771 'c (4' 07) 321 - 0064, $" CQNC. BLOCK — — �'( T'- 8" GONG. LINTEL BLOCK w/ (I) 15 REBAR, CONT. 8' CONC. BLOCK i — - Ix P.T. FURRING %2" DRYWA (DOTTED) —'�I SEE FLOOR II VERT. R FORCEMENT, SEE UNDATION PLAN I -- Ix P.T. FURRING --�" I ` ' HIGH STRENGTH RECESSED T `. PRECAST LINTEL, SEE /2 DRYWALL (DOTTED) FLOOR PLAN FOR LOCATION ( I VERT. REINFORCEMENT, SEE FOUNDATION PLAN FOR LOCATION ��; f 8' CONC. LINTEL. BLOCK w/ ' (I) 45 REBAR, CONT. 11, %2" DRYWALL (DOTTED) % Ix P.T, FURRING f ED) ? •' FO LOCATION SEE FLOOR PLAN OF FILLED LINTELS Ix P,T.FURRING %2" DRYWALL (DOTTED) HIGH PRECAST LINTEL, r %s'OSB (I PIECE) 2x8 P.T. w/ fq' x 23/' STRENGTH � &'OSB wl 6d NAILS TAPCONS ca 12'O.C., Ix P.T. FURRING SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS Donald C, ROb s, '` 2x8 P.T. SYP NAILER, WINDOW FRAME, NAIL 61O.C.T0 SIDE AND %s"OSB w/ 6d NAILS TOP @ 6' O.G. TO SIDE AND Ix4 P,T, WINDOW BUCK, ALIGN WITH INSIDE FACE OF BLOCK, TEMPORARILY FASTEN WITH Ix P.T. FURRING Q:6lid EACH FACE wl (I) FIN TO FACE OF OSB %q" x 3%q" TAPCON EACH END (2 TOTAL) NOTE: TOP MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 �� NAIL, FASTEN WINDOW WITH %s" x 2%q" TAPCON THRU WINDOW FRAME INTO BLOCK Ix4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE OF BLOCK, TEMPORARILY FASTEN WITH K v 2x4 SPF CONT. BLOCK'G BLOCK G AROUND CURVE ATTACHED TO %s' OSB, WITH MIN. l /q' EMBEDMENT, SEE WINDOW OF TAPCONS 3 " � " NAIL, FASTEN WINDOW WITH /s x 2/q " MIN. ATTACH wl /s x 3/2 w/ (2) 16d NAILS SCHEDULE FOR NUMBER REQUIRED TAPCON THRU WINDOW FRAME INTO BLOCK TAPCONS 24' O.C. WITH MIN./ %q" EMBEDMENT, SEE WINDOW 0%" a/�• SCHEDULE FOR NUMBER OF TAPCONS ALIGN OSB WITH SETBACK OSB FROM REQUIRED SHEET: WINDOW. JAMB -OCT AGO - LK Ix FURRING FACE OF BLOCK WINDOW HEAD -ARCH WINDOW -BLK WDOWMBTNDRDBKSD-W" WINDOW .HEAD-STANDARD-BLK _ SCALE: 'Y4 NOT USED SCALE71'-0" B ..lstdlstd_windows.sdw Oct. 21, 2003 14:31:03 �r % E AE w1 , ..2x4 SYP NAILER WOOD FRAME ROOF AS-SE/ABL/, .SEE ' - (2) IOd NAILS v 24' O.C.OR T/P. WALL SECTIONS i 2x4 P.T.NAILER Q BLOCK W/ (I)%6'x i 2%' TAPCON (g 24' O.C. %6' OSB SHEATHING 4 ° 4 2x4 BLOCKING EVERY OTHER TRUSS MSTA/2 0 48' O.C. TOE -NAIL TO NAILER w/ 010d NAILS ALONG 2x4 AND TRUSS) 10d NAILS TOP CHORD OF _ 2x4 02 SYP CONY. FRAME V� , . \ , 24" O.C. FIELD `TRIM , r �\, ! MELD TRIM MTL. DRIP EDGE �` � . CORN JACKS i CORN JACKS ALUM. FASCIA ON ALUM. FASCIA ON 2x4 SUB -FASCIA 2x4 SUB -FASCIA 29 1%" T -NAIL THRU FASCIA SOFFIT INTO SUB -FASCIA WALL ASSEMBLY, SEE FLOOR PLAN 2x2 SYP CONT, WOOD BATTEN. STRIPS / /2 12 w/ (2) 10d NAILS, TOE -NAILED 'w 6 / 6 CORROSION RESISTANT NAIL VENTED SOFFIT AND J- SEE l0" lO" CHANNEL w/ 1%q° T -NAIL ELEV - 6' Ie? SEE ELEV. or I' STAPLE f. TR S PLACEMENT CORNER DE B TR S PLACEMENT CORNER DE L A TYP. SOFFIT c 2411 O.H. or LARGER CONV. FRAMED HIP ROOF SCALE: S. SCALE: S.. SCALE: %2" - l' 0" SCALE: l2 NOT USED NOT USED PRE-ENGINEERED TRUSS, ROOF LINE EE INFO SHEET FOR ACHMENT VALLEY TRUSSES BRACING PER TRUSS ENGINEEP' G GABL ND 2x4 GABLE TR W/ ALLEY TRUSSES LADDER, Y BRACING PER (TYP) TRUSS ENGINEERIN /' c (UP TO 44' SPANOT V SL D M COMMON TRUSS 24'0. 2x4 SPF NAILER 7116" OSB SHEATHING USE 8d NAILS 3' O.C. EDG & 6' O.C. F1ELD ALL EDGES BLOCKED i �Q ENGINEERED. TRUSS GABLE TRUSS W l6 SB LPTA12 TRUSS TO SHEATHING, Er S BLOCKED ' 2X4 NAILER ENGINEERED ES,6" DC. TRUSS SEE DETAIL " AT CEILING AT 8'-0' W1 8d OC EDG . • FIELD - — SEE DETAIL. 'A" GABLE END WALL BRACI NGI CONNECT ION DET LPTA Q 48" o.c. TO GABLE TRUSS HCDP SCALE 114'- P -O' NOTE: GABLE BRACED BY ROOF AND/OR CIELING DIAPHRAGM AND (MIN.2 REQ.) &'OSB SHEATHING CONNECTION, NO X -BRACING NEEDEDPRE-ENG'D TR w/ DMF ON LATH FRONT AND BACK 1x6 SPF NAILER NAIL 2x NOTE: 2X4 BZLON(6 TO 2x4 BLO, GABLE BRACED BY ROOF AND/OR W/80 (931O.C: STAGrW1(2112d NAILS ` 6" O.C.FIELD EACH FRAMINGCEILING DIAPHRAM, STONGBACKS LPTA TRUSS ANCHOR SPACE CONNECTIONS NO X BRACING AND CONN X- BRACING Q CKING NEEDED. F OSB SOFFIT AT 4' O.C. W 1L01 /OdX 1%2" NAIL MSTl2 w/ DMF N LATH W/8D 0 z Ist 4 FRAMING " " NAILS TO TRUSS @ EA.2X4X8' n BRACING �j p 3 O.C.EDG ,6 O.C. SPAGE WRAP.& NAIL w_.._EALSE LE LJI 1 ACING & BTM.CORD i FIELD Y. ONFRONT OF GABLE SHEATHING Na DETAIL Nrs 8' LINTEL BLOCK 2x4x8' FLAT BLOCKING 4'-O' O.C. IGH EN i�RY GABLE _ BRAC)NGS CONN I Cl1I W10) $5 REBAR NAILED TO TOP OF RUBS BOT, ' t (GRADE40) CHORD w/ (2) I` NAILS EA. TRUSS 1114' DRYWALL F r r SCREWS T 7 O.C.EDGc S &. NTS NOTE: GABLE BRACED BY ROOF. AND/OR CEILING DIAPHRAGM, STRONGBACK AA (2) ltd N @EACN END FIELD WITHIN DIAPHRAGM GOPINECTIpNS,PlO X -BRACING NEED. IL1NG BOARD SEE INFO SrI,FOR LOCATION NOT USED 8 i SCA PRE-ENG'D TRUSS G �\ 2' 4 BLOCKING BEERE TWEEN TRUSSES FOR 8' PERPENDICULAR TO GABLE END 1/2' GYPSUM CEILING 01Al l fq' DRYV, SEE INFO FOR EMBEDDED TRUSS ANCHOR SCRE r4 7" O.C. EDGES & FIE WITHIN DIAPHRAGM E INFO SH.FOR LOCATION MAX. GYPSUM CEILING DIAPHRAGM y TO SI DEW Al_L CONNECTION NTS NOT USED lwinchester41std\std_ro4f.sdr Oct. 21, 2003 14:34:29 WALL FRAME TYPE WALL WIDTHS APHRAGM CONN, TYPE WOOD FRAME 2x4 (2) 2x4 10d NAILS d2 6' ON CEN. 2x6 02x4 METAL FRAME MAX. 02x4 T 1 S T O GYPSUM CEILING DIAPHRAGM MTL.DRIP EDGE 4MSFASCIA °A CONNECTION TO END WALL CONNECTION 2 S SCALE. /'- l'-0' DETAIL 11811 SEE ELEV, FOR --.�•� EXT. FINISH DETAIL "A`1 GABLE TRUSS&' OSB SHEATHING EDGES BLOCKED W18d Q 3' O.C. EDGES, 6' O.C. FIELD WALL FRAME TYPE WALL WIDTHS SPLICE MEMBERS CONN, TYPE WOOD FRAME 2x4 (2) 2x4 10d NAILS d2 6' ON CEN. 2x6 02x4 METAL FRAME 2x4 02x4 3/4' SHEET METAL SCREWS a 6' ON CEN. 2x6 (2) 2x4 CEILING BOARD 1114' DRYWALL SCREWS o 7' O.C. (BOTH SIDES) EDGES & FIELD WITHIN DIAPHRAGM SEE INFO SH, FOR LOCAT 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 REO'O 2x6 LADDER BLOCKING AT 24' O.C. (2 O.H. i --t VENTED ALUM. SOFFIT -'--�-- BRACING PER TRUSS ENGINEERING LTWI2 Q 4' O.C. NOTE:GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM, STRONGBACK AND CONNECTIONS. NO X -BRACING NEED. REVERSE GABLE BRACING NTS ELEVATION — E Donald C. Robt;fs AIA 06 N SHEET: S D R C FIBERGLASS SHINGLES, ASTM 0 225, ASTM D 3462 ASTM 0 3161 MODEL OS8 SHEATHING ON) E *20YR CLASSIC AR, ATTACH wl (6) 11/q ,11-12 go. fff 8' HEAD ROOFING I I L WALL w/ALL EDGES BdOC ED ( I I NAIL PER STRIP or (2) PER INDIVIDUAL SHINGLE, ASPHALT SHINGLES MANUFACTURED BY OWEN'S " CORNING 4' O" I I I 26 gd.GALV, STEEL 4x4 L FLASHING MSTA24 0 2nd STUD" I 15 FELT PAPER, ASTM 0 226 TYPE /or ASTM D 486 P ° 9 TYPE 1, . , .. I FROM END & 48 O.C. S OVER SHEATHING TEMPORARILY FASTENED, LAPPED 2' k s 121 ON STUD w/ -f--I— (9) 10d. x1% "NAILS & ( OPEN GAFF , ., 7 ° OS H A /s B ,S E THING w/ 8d NA/LS 6 O.C. EDGE & /2".ON MTC RIM w/ i I _ ,- FIELD, (3'O.C. a GABLE END 'TRUSS) w/' CUPS ON . (9)#10-16. l"SCREWS I ) PRE-ENGINEERED ROOF PRE-ENGINEERED TRUSSES 24'0.C, E I TRUSSES v 24" Q.C. MAX. :SEE SHEET 'QTR! ALUM. FASCIA ON -- -0174 2x4 SUB -FASCIA 2x4 SP - BOT T MPLAT E - ) = a a a R -l9 INSULATION MT L. DRIP EDGE ti d' ' MP6F TIE' PLATE q EACH � � . F ------- CORNER '& '72" O.C. TYPE 1 • _T1. _ INSTALLATION wl • (5) 8d NAILS, AS SHOWN,IN 2x4 BOTTOM PLATE , c, AND (5) 10-16 f SCREWS. AS - /z CEILING BOARD \ c ' _, _ ,• SHOWN, IN STEEL "RIM JOIST. •� ROOF TRUSS ANCHORS,SEE SHEET " TRI 1212x4 '2 SPF TOP PLATES w/ HURR, 7%8'T -NAIL I VRU FASCIA MP6F' TIE PLATE` v EACH CUP EA. STUD (SEE SPLICE DETAIL SOFFIT INTO SUB -FASCIA pECK PANEL, INTERSECTION ON WALL PANEL SHEET "WPI C) %s' OSB SHEATHING ON VENTED SOFFIT AND - F- Lt - TYPE:' 2 INSTALLATION,"w/.. RIM TRACK (2) 2x--- *2 SYP HEADER OVER OPENINGS CHANNEL w/ l%q' T -NAIL v, a (12) r10-16 %`SCREWS,;AS DECK DECK SEE FLUOR PLAN FOR SIZE/LOCATION or I'STAPLE "' SHOWN, IN STEEL RIM JOIST. PANEL. PANEL (3).8 SCREWS v 24' O.C. - a OSBIOECK PANEL FIELD Vz" DRYWALL ON `2x4 '2 SYP STUDS %6" OSB SHEATHING ON EX It WALL w/ ALL EDGES BLOCKD a v l6'O.C.AND R-ll'INSULATION ATTACH w/ 8d NAILS v 4" X. * " E o EDGES & 6 O.C. FIELD � o TYPICAL WALL "CONNECTION -STEEL FLOOR WALL SECTION-FRA+ED RC10 _ N � SCALE: I Vz ° ` I' O'l j sCALE: l Viz" -1-0° N Ln Q C DECK DECK .N 2x4 SPF BOTTOM PLATE SCREWED TO FLOOR 0 PANEL PANEL MSTA24 2nd STUD , MSTA24 2nd STUD FROM END & 48" O.C. wl. 8 SCREWS l2" O.C. c� � FROM END & 48' O.C, "WOOD DECKING 3 12"ON STUD w/ k /a I / WOOD DECKING WOOD BASE 12" ON STUD wl (9) 10d xlV2' NAIL$ & (9)10d xlVz' NAILS & l2" ON MTL RIM wl 3/' T&G WOOD DECKING GLUED & 12" ON MT . RIM w/ l9)'!Q l6 %' SCREWS SCREWED w/ 08 SCREWS 6" (9)'10-/6 %" SCREWS BACK TO BACK STEEL JOIST AND '2Vz"CSJ STUD l8 v O.C. EDGES AND 10'0,C., FIcLO (TYPJ 9 . U.N.O., SEE SHEET ' FDO T/2nd FLOOR T/2nd FLOOR FLOOR DECK PANEL JOINT v LOOSE D ,FISC — — _ _ — — _ — — F SHIP STUD AN 3 D MP6F TIE PLATE C EACH-- ��-MP6F TIE PLATE @ EACH ATTACH w/ (1) -lo-le x a CORNER & 72' O.C, TYPE l � SCREW STAGGERED @ 16 O.C. - OF LPTA — CORNER & 72' O.C.,TYPE 1. / OSB DRAFTSTOP ATTACH. o INSTALLATION " NEST,MIN;l2"LENGTH,JOI -70 STEEL JOIST w/ z 6 6 INTO RIM TRACK a A T INS ALLATION SCREW 4' RC. " NOTE: A ATTACH . w/ (6) "l0 -I x 3 o SCREW 10 v 2 , S USE A !' 'CSJ STUD l8 a. STEEL RIM TRACK,UPSIDE %a 9 r (3) TOP (3) B TDM I STEEL RIM 17 RACK, UPSIDE --DUCT OPENING.? DOWN w/ 2/z LEG UP l 0" 0 DOWN wl 2/2 LEG UP (TYPJ I (TYP) �,. LIGHT GU, STL. OOR JOISTS F EXTERIOR FINISH, . 0 24' O.0 MAX. SEE MING I? GI STL. STUD SHEET FDR EXTERIOR 'FINISH, o SEE ELEVATIONS _ _ _ '_ — SEE ELEVATIONS . z Ii I T/BRG. HGT. — _ _ r — _ — — — _ T/BRG. HGT. Ui K K PANEL PANEL r d � ' .. ' . e •... .. EXTEND 058 DRAFTS TOPI TO /y OSB SHEATHING ON I " DS READ. CEILING, BLOCKING %'WOOD DECKING RIM TRACK t ( i I /s OSB SHEATHING ON O (I ) — /2" CEILING BOARD 4 RIM TRACK it `' 2 4 s - 231. BACK TO BACK STEEL JOIST , °° ,) .4' LPTA, ATTACHED TO FACE w/ 3 y (.' I a - I ( AND CANT. lVz" x IVz" x 16 go, (8),01LQ 0 x /SCREWS, SET IN 2l {-, �— SUPPORT CLIP FLOOR DECK RIM TRACK FROM OUTSIDE BLOCK FACE PANEL JOINT ATTACH w/ '� ( SEE SHEET •FDO FOR LOCATIONS NESTED "10-16 x' %" SCREW 62 l2' O.C. JOIST u, I — `LOCATION OF DROPPED G2. 112 X 112ANGLE CUP LPTA I REBAR,CONT,L BLOCK w/ (1) 15 it TV CEILING, SEE FLOOR PLAN ISOMETRIC DRAFT STOPPING- DECK CONNECTION- W STEEL FLOOR STEEL FLOOR PARTIAL SECTION -STEEL FLOOR SIDE WALL WALL SECTION -STEEL FLD �- V SCALE, //1-1 0" f� h Ix2 " 2 SYP ATTACHED.— TO 2x12 wl (2) 8d NAILS INTERIOR STUD WALL, Vz' DRYWALL ON%" P.T. FURRING I EXTERIOR FINISH,' SEE FLOOR PLAN FOR v 24' O.C. wl R-4.2 FOIL INSULATION I SEE ELEVATIONS61) w r " LOACTIQNISIZEIHGT. Q) U) 15 REBAR (GRADE 40) r 9�/q ,Q WOOD BASE ( GROUTED SOLID IN A FILLS)r�u f "WOOD DECKING. I CELL CONT. FROM FOOTING CONC; SLAB TO BEAM 2x12 02 SYP ? WEB STIFFENER ATTACH I 8" CONC. BLOCK 2V2. w/ (3)'10-16 x %' SCREWS S�2f>11i� . TYPE A OR C ATTACHMENT - - — - _ — - - T/lst FLOOR SI B (�%iaCOtlda Sy t do CONC. FOUNDATION, 4005 Maronda V"lay / -NOTCH-OUT BOTTOM OF STEEL RIM TRACK —� SEE FOUNDATION Sanford, FL 327711 2:12 TO FIT OVER p-041 J, �. �� I , STEL JOIST LEG FIELD TRIM AS REOD SHEET 2 (407) 3'2� -�O� I WOO DECKING FIRE BLOCKING ASSEMBLY - - — - - - - - - - - - - - - — - I FINISH GRADE I � -. I � ' 2x12 FIRE BLOCKING y. r ASSEMBLY ATTACHED I ° i I to I THRU FLOOR DECKING f0I rG w/ (3) /Od NAILS AND I WEB STIFFENER ATTACH TOE-NAILEO TO TOP - „ PLATE wl (3)10d NAILS, I °' Donald 0. Kone_U 2x12 FIRE BLOCKING w/ (3)110-16 x /SCREWS _ _ _ AW ASSEMBLY ATTACHED TYPE A OR C ATTACHMENT STAGGER 2x12s THRU FLOOR DECKING, f wl (3)10d NAILS AND APPLY FIRE' CAULK — — — — — — —, — — — � _ — — - — — — — � • TOE -NAILED TO TOP � ALL VOIDS AND GAPS, �•�_� PLATE wl (3)10d NAILS, ALL SIDES ATTACH STEEL JOIST I STAGGER 2x12's TO BEARING WALL w/ (3)1/046 x IV4" SCREWS „ (2) 2x4 12 SAF E TOP PLATES SHEET: f. DI @ INTERMEDIATE D2 62 END CONDITION F/RE �L®CK/NG-STEEL FLOOR TYPICAL INTERIOR ..BEARING WALL -STEEL FLOOR WALL SECTION -FOUNDATION BLOCK ws-- SCALE: I Vz" - Y-0" SCALE: ! Vz" - I' U' \wlnchester4\std\std_ws-sl.sws Oct. 21, 2003 14:31:14 ii8 FLEX. ( N I � &8" FLEX. AIR -HANDLER Nl Q (FOR Ist.FLx.HVAc srsJ ,-'�j ; / 8" FLEX.��'� 8" FLEX, I I FAMILY ROOM o. AIR -HANDLER a �- , /\ ; t. ( FOR 2'nd.FLR.HVAC SYS.i \~ - 12 X 8 C.d. Q j - 300 cfm , d 8" FLEX. NOOK a e '�• 12 x 8 C.d. \�'�;, o ,,. 150 cfm ' 8" FLEX. I st. FLR. RIA GRILLE N DROP CEILING IN HALL 6" FLEX. - ,; z ► II (� 8" FLEX; `��., ,!i� / 2V2 TON 24 x 18 r ��`�,� 8 FLEX. �; G _ RIA FILTER GR/LLE I I ! I (I � � ; :� , /// ; � �- AIR -HANDLER ��<� � FOR Ist. FLP. HVAC SYSJ � a I` .KITCH.QETJQN-AIQ ISOMETRIC CD .o PWD RM, N i 4" FLEX . ' .� \ 12 x 8 c.d. 6" FLEX. 116" FLEX !// 8 x 4 c.d. Ln o l50 Cfm o\ �' I:I (� /i � i 25 cfm. � . 4 FLEX. � '�� r -, //i ,-- 4° FLEX. z o 4 FLEX. .\ I I i/ ', DISTRIBUTION ,ii/ ' i TOILET RM. BOX 8 x 4 c.d. c By Others r ORE. I NG AREA �• . , 25 cfm 8 x 4 c.d. '�� \ / O T5 cfm 4 FLEX. �, .\ �t o \\�. - - X`, 4" FLEX.FLE� 41' FLEX. a 4" FLEX. 4„ FLEX. DISTRIBUTION BOX \� q (By Others) \\\ � BATH.#2\�, 8" FLEX. 8x4c.d. 4" FLEX. "� i/�. ,i12" FLEX I 25 cfm iij , % 8" FLEX. ~ ��. 8" FLEX. ® LIVING/DINING ROOM 12" FL EXE, �� / BATH.#/ l2 x 8 c.d. 8 x 4 c.d. 300 cfm O k DISTRIBUTION 25 cfm \ E BEDROOM #2 BOX ., � By others - / ,�, Ho V o Aa Co I1 OMET RI C �, 0 XCQ 150 Cfm ;�� 8" FLEX. , ' ' i �; ,' ' ( FOR FIRST FLOOR OF HOUSE) <r 7,. FLEA: • � � a , �,�% i, / MASTER SUITE \\ / -,/ 4i BEDROOM #3 7,r FLEXR` I x 8 c.d. U 12 x 8 c.d. �\i ,\� , , - �- 12 FLEX 300 cfm r l50 Cfm W hvoc i tem REPORT „ FLEX. �.:: „ 7" Wed Oct 17 1 5 : 1 5:21 2001 7' FLEX. c : *dgn*-F I wchesth. htg BEDROOM #4 QUANTITY DESCRIPTION \\--------'-------------------- //------- 120 cfm a \� 9 3A FL . DUCT 4 90 3 TON \01 2 3B FL. DUCT 5" 90 AIR -HANDLER — F X, 3 3 C F L. DUCT 6 90 7 LE �, 4 3D FL . DUCT 7 90. ( FOR 2nd.FLR.HVAC SYSJ .I hvac I nth REPORT g ' 3E FL . DUCT 8 90 Tue Jun 11 11:26:41 2002 RETURN -AIR p:-*fbc2001�houses*winchester*mechanical*flwchesth.htg BOX LOFT QUANTITY DESCRIPTION ------------------- -------- --------- ., 12 X 8 C.d. 60' 3A FL. DUCT 4"x 300 Cfm 12' 36 FL. DUCT 5"x 24' 3C FL. DUCT 6"x 38 3D FL. DUCT 7 "x N n I.� OMT I 1 /� .�� 94' 3E FL. DUCT 8" , H. Vo A. Co � 18 3H FL DUCT 12"x SHEET: /� l FOR SECOND FLOOR OF HOUSE) �QQ ISO -H ` ...lmachanicalAwchesth.iso Oct. 21, 2003 14:34:50 GENERAL ELECTRICAL NOTESs CIRCUITRY IS DIAGRAMAT/C ONLY, FIELD CONDITIONS MAY CHANGE ACTUAL INSTALLATION. PROVIDE • AFC/s (arc -fault circuit Interrupters) IN , ALL DWELLING UNIT BEDROOMS PER NEC, 200 a SECTION ?/0733 E17THE A/C DISCONNECT WILL BE LOCATED WITHIN ...wiecincviwlncen-r.e1e ua.41, _q= BH .3 FEET OF THE.COMPRESSOR, LIST OF OPTIONS:.. 2P-40 A CFA OPTIONAL COACH LIGHTS, (2) FLOOD LIGHTS AT REAR. AND GARAGE OUTLET . - OUTSIDE AIR 11 1 RANGE r 1 PLACE ON SEPERATE CIRCUIT, CONDITIONING UNIT rl 2P -3O A GSD OPTIONAL GARAGE SOLID SERVICE DOOR LIGHT FLUSH n a n ,- PLACE ON SEPERATE, CIRCUIT DRYER ourslD£ AIR 1, CONDITIONING UNIT ELECTRICAL SYMBOL LEGEND: X ; LARGEST LOAD, -HEAT 36 AMPS v 240 VOLTS - a n gi� Power Disconnect Switch AIR HANDLER 1 AIR HANDLER Q Door Bell Chime i^l flt D Door Bell Buzzer 2P-40 A ZP-30 A. SPARE' HOT WATER Ceiling Fan (By others) � z HEATER TWO SMALL APPLIANCE CIRCUITS v 1500 V.A. EACH, 3000 20 A, 20 A Smoke Detector WASHER %1 n. n KITCHEN APPUANCE •I 20 a LAUNDRY CIRCUIT 20 A $T- Light Fixture Bath LOFT (ARC FAULT i71 MICROWAVE Exterior WP Lamp I5 A LIVING ROOM, i -i m 20 A. t %� KITCHEN APPUANCE 12 $ Single Pole Switch 20 A A Ell OPT. DISHWASHER n n OPT.OARBAGf. DISPOSAL Three Way Switch 15A 20 A. Sing/@ R@C@ptOC/@ BEDRM.13 & 04 (ARC FA,ULT)n ea ea ii BATHROOM OUTLETS 1500 15A 20A 7T Duplex Receptacle GEN'L.LTG. IsI F40OR n m SPARE DRYER GFl Receptacle 5000: 15 A BATH l& 2 1 15 a ,a MASTER PATH GF( DISPOSAL 15A 500 cn ISA �Switched Receptacle REFRIGERATOR n �, e FAM. RM. CIRCUIT (� 220 V.Special R9CeptOCl65 TOTAL OTHER LOADS SPARE I�°1 A In BEDRM.02 (ARC FAULT) -(- Ceiling Ltg Fixture I5 A SPARE �''� IS a n MASTER BEDROOM s �i Recessed ®Ltg. Fixture 15 A 15 A (ARC FAULT) R HALL/2n0 FLOOR ATTIC n p, n SMOKE DETECTORS IST. IOKVA Q 100% _ 10000 VA. (F) Exhaust Fan IS A 15 A SPARE. n nEXTERIOR/GARAGE OUTLETS 2ND 0 40% 10685 ATV Cable TV 6. (}� Telephone Outlet LARGEST LOAD 24500 XSEE MANUFACTURER FOR BREAKER SIZE 150 AMP. MAIN BREAKER LOAD CENTER Flood lights a elecinth REPORT Wed Aug 21 09:13:51 2002 CD p:*Fbo2.001*houses*winchester*elec+ria-*flwincell-ele QUANTITY DESCRIPTION ----------------- loll 10 Gauge/2 Cond. Copper AMPS 500' 12 Gauge/2 Gond. Copper 1117' 14 Gauge/2 Cond. Copper 264' 14 Gauge/3 Cond. Copper »22 91' 18 Gauge/2 Cond. Copper 162/elecitem 6 Gauge/3 Cond. Copper F REPORT ! Wed Aug 21 09:13:51 2002 p:*fbc200l*houses*winchester*electric�flwincel1.ele QUANTITY DESCRIPTION ^12 - -1451, Single Pole Switch 3 220 V. Special Receptacle 2 CLN B344A - 3 Gang Box 28 CLN 6418A - 4x4 Plastic Box 8 CLN B620H 7 Octagon Hanger 1 CRS LC230EC - 150 Amp Panel 1 Cable TV t 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 Fah 1 Flour Ltg 4'L (26) 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 Sw i tc)'fed Receptacle 1 Telephone Outlet 9 Three Way Switch 2 Wall Mounted Ltg. Fixture 3 Weatherproof Receptacle ...wiecincviwlncen-r.e1e ua.41, _q= BH CFA Ds PANEL BOX --HR, CKT. "14 16 FIR. CKT, 026 & t HR. CKT, N.R. CKT. -E- 16 & 8 "27 GARAGE G.FJ. H.R. CKT. ,4 OUTLET FOR DOOR OPENER CFA ~ { , E , DOOR CHIME , , _. __.PANTRY H5 & T.7 t� a LQ C� DINING ROOM 5' `_LQ , CO 4 LQ r - - - - - - - - - - - - UP TO LIJHT 2nd FLOOR ( LIVING ROOM H.R. CKT. lie SHEET: ELI_ ELECTRICAL CALCS.. MODEL: WINCHESTER 4 -BED 3004 SO/FT LIVING AREA TABLE 220-30 ; LARGEST LOAD, -HEAT 36 AMPS v 240 VOLTS - 24500 V.A. 3004 SO/FT 0 3 V.A. GENERAL LIGHTING- 9012 TWO SMALL APPLIANCE CIRCUITS v 1500 V.A. EACH, 3000 LAUNDRY CIRCUIT 1500 ONE OVEN 117W ONE WATER HEATER4500 DISHWASHER 1500 DRYER 5000: DISPOSAL 500 cn . TOTAL OTHER LOADS ; 36712 Y.A. �i IST. IOKVA Q 100% _ 10000 VA. 2ND 0 40% 10685 LARGEST LOAD 24500 45185 / '240 VOLTS - l88 AMPS a CD UAL SERVICE SIZE 200 AMPS o 0 »22 • • • .CFA W � q; CFA Ds PANEL BOX --HR, CKT. "14 16 FIR. CKT, 026 & t HR. CKT, N.R. CKT. -E- 16 & 8 "27 GARAGE G.FJ. H.R. CKT. ,4 OUTLET FOR DOOR OPENER CFA ~ { , E , DOOR CHIME , , _. __.PANTRY H5 & T.7 t� a LQ C� DINING ROOM 5' `_LQ , CO 4 LQ r - - - - - - - - - - - - UP TO LIJHT 2nd FLOOR ( LIVING ROOM H.R. CKT. lie SHEET: ELI_ MASTER BATH BATH aAB TH I � BEDROOM •fit;' � -� MAST pEDR00M �. s } BE_._QOM ____ 04 k. LOFT I ELECTRICAL ISOMETRIC f GENERAL ELECTRICAL LO-TES.- CIRCUITRY OTES:CIRCUITRY IS DIAGRAMATIC ONLY, FIELD CONDITIONS, MAY CHANGE "ACTUAL INSTALLATION, PROVIDE AFCis (arc -fault circuit interrupters) IN ALL DWELLINGUNIT' BEDROOMS PER NEC. SECTION 210-33 THE A/C DISCONNECT WILL BE LOCATED WITHIN I 3 FEET OF THE COMPRESSOR. •J �. LIST OF OPTIONS: OPTIONAL. COACHLIGHTS, (2) FLOOD I GFA LIGHTS AT REAR AND GARAGE OUTLET - r PLACE ON SEPERATE CIRCUIT OPTIONAL GARAGE SOLID FLUSH GSD SERVICE DOOR LIGHT - I; - PLACE ON SEPERATE CIRCUIT I ELECTRICAL SYMBOL LEGEND: O Power Disconnect Switch o Door Bell Chime A Door Bell Buzzer Ceiling Fan (By Others) Smoke Detector ara Light Fixture Bath l ® EXterlor WP Lamp WF $ Single Pole Switch r Three Way Switch m Single Receptacle .Duplex .Receptacle 4 GFI Receptacle GFI Switched Receptacle (H 220 V. Special Receptacle E ,p Ceiling Ltq Fixture Recessed Ltg. Fixture f () Exhaust 'Fan i i ATV Cable TV Telephone Outlet 4� Flood lights ...lelectricltlwlncel2-r.ele Oct. 21, 2003 15:57:26 BEDROOM *3 elecitem.,REPORT Wed Aug 21 08i54:56 2002 p:-*fbc200l*douses*winch6ster*eIeotric*flwinceI2.eIe QUANTITY DESCRIPTION 17 1451'Sinole Pole Switch 11 CLN 6620H - Octagon Hanger 1 Cable TV 1 Ceiling Fan (By Others) 11 Ceiling-Ltg Fixture 2 Deluxe Broadway 2' P3298710 1 Deluxe Br"oadway,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 4 RAC 7835 2 Gong Box 7 Smoke Detector 5 Switched Receptacle 1 Telephone Outlet 5 Three Way Switch, e.ieclnth REPORT Wed Aug21.08:54:56 2002' p.*fbo20p1*houses-*wlnchester*electric-*flwincel2.ele QUANTITY DESCRIPTION 1106' ---- 14sGaugb/2 Cond. -Copper 254' 14 Gauge/3 Cond. Copper: 117' 6 Gauge/3 Cond. Copper a 'o H.R.CKT.' H.R.CKT. \ / `37 "l0 & 12 AT 1 BEDROOM #4 \r. _ _ _ _ _ F1.M.CKT; ; I'36 , , I 6' 1 I , I � ' I I ATV I f H.R.,CKT. IIJ9 ------ ---------- MASTER ------ MASTER BEDROOM I I r ; LOFT ------------ / \ �--DOWN TO / \ SWITCH / u H \ Ist. FLOOR SHEET: EL2 h DBL. TEE 26E W/ C.O. 29K oC n�aTE IJ ALL PIPE SIZES ARE BASED ON NIBCO FITTINGS. 2J DO NOT GLUE "P" -TRAPS ABOVE FLOOR LINE UNTIL DRYWALL IS INSTALLED. ..lmechanicallflwchestp.lso Oct, 21, 2003 15: KIT SINK ISLAND 3' 3' \ 4' CLEANW PLUMBING DIAGRAM �' ° ' q- � � o p I umi tem REPORT ro sewEH 0 ^- Thu Aug 22 09:13:53 2002 p:*-fbc2001#houses*winchester-*mechanical-*fINchestp.pIm � Co QUANTITYDESCRIPTION -------- --------- N 8 14B 90 ELL 1.5P Q o 4 14D 90 ELL 3P 1 15D 90 FTG ELL 3Sx3P Q 2 16B 90 ELL 1.5P LT U ¢ g 2 18C 45 Y 2P q 3 18E 45 Y 3Px3Px3P 1 18F 45 Y 3Px3Pxl.5P 2 18G 45 Y 3Px3Px2P ty 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 23B TEE 1.5P 1 23G TEE 2Pxl.5Px1.5P 1 23H TEE 2Pxl.5Px2P 3 231 TEE 2Px2Pxl.5P 2 23J TEE 3P 5 23K TEE 3Px3Pxl.5P �^ 1 28D TST TEE W/ PL 4Px4Px4F v 1 2E CPL 3P 2 4D FTG FL BUSH 3Sx3P 1 4F FTG FL BUSH 4Sx3P 2 66 P -TRAP 2P 3 6C P—TRAP orf/ UNION JT 1.5Pxl.25SJ Mpg N pluminth REPORT Thu Aug 22 09:13:53 2002 p:*fbc200l*houses*winchester-*mechanicGl*flwchestp.plm QUANTITY DESCRIPTION SHEET: -------- ---------------------------- 112' 1.5" PIPE 14' 2" PIPE r. 65' 3" PIPE 8' 4" PIPE /SO .8 FLEX. 8 FLEX. 8" FLEX.IN8" FLEX. FAMILY ROOM 300 cfm CNOOK 8,� FLEX. � ., 12 x 8 c.d. 150 Cfm ' F 8" FLEX. I st. FLR. RIA GRILLE 1 N DROP CEILING IN HALL } 6" FLEX. 18" FLEX. •�� - ''/ ; 2V2 TONzz 24"x I8"( Ji l+ ��;�� 8" FLEX. -/,�� AIR -HANDLER ` o RIA FILTER GRILLE I I I (FOR 1,0,.FLR.HVAC Sy 3j o Q. ISOMETI' 1QIC -: j KITCH. RETURN—AIR PWD. RM. N 4" FLEX. l2 x 8 c.d. ,� , I I , //i , i; 6 FLEX. I 6 FLEX j/ 8 x 4 c.d. 150 cfm 25 cfm Q Q. \� � 4" FLEX. FLEX. It'll\� '' 4" FLEX. �� ; �, ((� , + ,;�i� .,!� 4' FLEX. Q TOILET LET RM. DI ST RI BUT ION , /�j 2� N F BOXO'er g. 8 x cfmd. DRESSING AREA ` (8y Others-Ayi'- �iQ , ct- 875 cfmd. 4" FLEX:�� 8 FLEX � /i �4' FLEX. 'Q L 4„ FLEX�,� 4" FLEX. 4" FLEX. 4„ FLE � H, s DISTRIBUTION X�j , BOX ' �� p 'o (By Others 8 BATH.#2 FLEX. 41 FLEX.;, -12 " FLEX C.7 8x4c.d. 25 cfm 8" FLEX. \ : ��. 8" FLEX. LIVING/DINING ROOM 12" FLEX „//i " BATH.#/ - � 12 x 8 c.d. �t ` ` , \ 300 cfm w 8 x 4 c.d. ,\\� DISTRIBUTION 25 cfm BEDROOM #2 (B BOX. � ers I l o V o A. Co I SOMET RI C 12 x 8 c.d. y I 50 cfm 8" FLEX. FOR FIRST FLOOR OF HOUSE r 7" FLE1Z\ . \ a , !/, ; j= / MASTER SUITE � w BEDROOM #3 �� , o ;� - / 12 x 8 c.d. v Q 7 FLEX. ` „ -- // l2" FLEX 300 cfm 01 12x8c.d. 4, // ,/ l50 cfm s \I FLEX +� h t REPORT 611 FLEX. 7" FLEX. BEDROOM 1*4 l0 x 6 C.d. ; .. 120 cfm 3 TON AIR -HANDLER 7" FLEX.[ (FOR 2nd. FCR. HVAC SYSJ OLOFT RETURN -AIR eOx 12 x 8 c.d. 300 cf m Ha V.A. Ca ISOMETRIC l FOR SECOND FLOOR OF HOUSE) �a0 lmechanicalAwchesth.lso Oct. 21, 2003 15:50:04 hvacinth REPORT Tue Jun 11 11:26:41 2002 p:*-fbc2001*houses*winchester*mechanical*flwchesth.htg QUANTITY DESCRIPTION -----607 -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 I 3 3F FL. DUCT 10'x 18' 3H FL. DUCT 12"x vcl em Wed Oct 17 15:15:21 2001 c: *dgn*f I wches+h. hfg QUANTITY DESCRIPTION 9 3A FL. DUCT 4" 90 2 3B FL. DUCT 5" 90 3 3C FL. DUCT 6" 90 4 3D FL.. DUCT 7" 90 9 3E FL. DUCT 8" 90 11 SHEET: /SO 'H 2 x 6 P.T. AS I't H / t Sl 'X,7-UbUd.ZUJ 53 I/G' X/b 3/b' A7 !'LK I t SI 'VtrU0e' ZUJ TEMP NAIL n, PC,LINTEL BY PC. EL Bl ' fECP (CASTCREIE) . EC (CASTCR�7E RAFTER TIE (41 X 3 TAPCONS S_TAGGEREO , (E CHART) /4 (SEE X TAPCONS THRU WINDOW fRAME.BUCK ✓'� ......... .:... _ g!' , . _ �6 2r/4 OGN9 OR (201 Bd 'COIWAILS AS PER `ENGENEER AND INTO BLOCK WITH P EMBEDMENT. / WF0'A? 4 THREE SIDESo ily C;. I�ob�ris A!ANQ SEE OETNL A P.T.TO LINTEL CONNECTION t P.T. TO LINTEL`CONNECTION . Scam ffS .;, 2 SCALE NTs 2 B B ,_ a Ix4PT. III TMP AIL PRECAST SLC - E N , .... •- FOR VERT,REINF a F R P OPENING R& tA0 LAN . 2 x 8 P.T. -�(_;, 4 290") • FOR VERT.REINF.`6t �. a e X 2%4 TAPCONS THRU WINDOW FRAME, BUCK RECESS S if REa OPENING RErfL00R PLAN f�N COOR AND INTO BLOCK WITH MVEMBEDMENT. (4) r/4' X 3' TAPCONS STAGGERED R (I AILS AS PER, NGENEER BUCK, FOR ALUM. WINDOW OR, Zo ad corLN E BUCK FOR SLIDINGP.T. TO C M U. CONNECTION INSTAL. TO C.M.U. B SCALE QTS SHEET: STUDS AND JACKS GL. DR. INSTAL. T O C./O.U. SCALE Mrs PER CHART . SCALE Ms SS NOTED OTHERWISE RLITEL urN:UN W/ TAPCON ANCHORS �6'Ox3%Z'LG b&ON CEN. TO SIDE &TOP NAILER 2 x 4 SPF CONTINUOUS CONTRACTOR ,NOTE: 7/16' OSB W, 2 164 NAILS FOR INSTALLATION SIZES SEEPLAN FOR OPENING WIN" OR DOOR OPENING OF NORANDEX ." WINDOWS SERIES 3 4371438 UP TO T/!6' OS w% 6d AILS 8 53r/8� x76" AS PER c� Q Goc TESTS 1624201 , fi TO SIDE &TOP NAILER 2 x 4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16'OSB,w/ 2 16C NCL AILS 2 x 8 P.T.W/ TAPCON hW4r234 (1/4' x 2 31470 I2' 0.o.11AY SEE PLAN FOR OPENING ' WINDOW OR DOOR, OPENING ,. . B 2 x 6 P.T. AS I't H / t Sl 'X,7-UbUd.ZUJ 53 I/G' X/b 3/b' A7 !'LK I t SI 'VtrU0e' ZUJ TEMP NAIL n, PC,LINTEL BY PC. EL Bl ' fECP (CASTCREIE) . EC (CASTCR�7E RAFTER TIE (41 X 3 TAPCONS S_TAGGEREO , (E CHART) /4 (SEE X TAPCONS THRU WINDOW fRAME.BUCK ✓'� ......... .:... _ g!' , . _ �6 2r/4 OGN9 OR (201 Bd 'COIWAILS AS PER `ENGENEER AND INTO BLOCK WITH P EMBEDMENT. / WF0'A? 4 THREE SIDESo ily C;. I�ob�ris A!ANQ SEE OETNL A P.T.TO LINTEL CONNECTION t P.T. TO LINTEL`CONNECTION . Scam ffS .;, 2 SCALE NTs 2 B B ,_ a Ix4PT. III TMP AIL PRECAST SLC - E N , .... •- FOR VERT,REINF a F R P OPENING R& tA0 LAN . 2 x 8 P.T. -�(_;, 4 290") • FOR VERT.REINF.`6t �. a e X 2%4 TAPCONS THRU WINDOW FRAME, BUCK RECESS S if REa OPENING RErfL00R PLAN f�N COOR AND INTO BLOCK WITH MVEMBEDMENT. (4) r/4' X 3' TAPCONS STAGGERED R (I AILS AS PER, NGENEER BUCK, FOR ALUM. WINDOW OR, Zo ad corLN E BUCK FOR SLIDINGP.T. TO C M U. CONNECTION INSTAL. TO C.M.U. B SCALE QTS SHEET: STUDS AND JACKS GL. DR. INSTAL. T O C./O.U. SCALE Mrs PER CHART . SCALE Ms RT 12 a 94'0 HEADER PER LOCATION /re OSB w/ 6d NAILS a 6'Dc TO SIDE &TOP NAILER 2 x 4 SPF CONTINUOUS BLOCKING, ATTACHED TO 7/16' OSB W, 2 164 NAILS HEADER PER LOCATION -. SEEPLAN FOR OPENING WIN" OR DOOR OPENING 2 x 6 P.T. AS I't H / t Sl 'X,7-UbUd.ZUJ 53 I/G' X/b 3/b' A7 !'LK I t SI 'VtrU0e' ZUJ TEMP NAIL n, PC,LINTEL BY PC. EL Bl ' fECP (CASTCREIE) . EC (CASTCR�7E RAFTER TIE (41 X 3 TAPCONS S_TAGGEREO , (E CHART) /4 (SEE X TAPCONS THRU WINDOW fRAME.BUCK ✓'� ......... .:... _ g!' , . _ �6 2r/4 OGN9 OR (201 Bd 'COIWAILS AS PER `ENGENEER AND INTO BLOCK WITH P EMBEDMENT. / WF0'A? 4 THREE SIDESo ily C;. I�ob�ris A!ANQ SEE OETNL A P.T.TO LINTEL CONNECTION t P.T. TO LINTEL`CONNECTION . Scam ffS .;, 2 SCALE NTs 2 B B ,_ a Ix4PT. III TMP AIL PRECAST SLC - E N , .... •- FOR VERT,REINF a F R P OPENING R& tA0 LAN . 2 x 8 P.T. -�(_;, 4 290") • FOR VERT.REINF.`6t �. a e X 2%4 TAPCONS THRU WINDOW FRAME, BUCK RECESS S if REa OPENING RErfL00R PLAN f�N COOR AND INTO BLOCK WITH MVEMBEDMENT. (4) r/4' X 3' TAPCONS STAGGERED R (I AILS AS PER, NGENEER BUCK, FOR ALUM. WINDOW OR, Zo ad corLN E BUCK FOR SLIDINGP.T. TO C M U. CONNECTION INSTAL. TO C.M.U. B SCALE QTS SHEET: STUDS AND JACKS GL. DR. INSTAL. T O C./O.U. SCALE Mrs PER CHART . SCALE Ms C ds WINDON JAU8 -3.000. MA)(.WIDTH JAMBS 'x 3' MULLION (XFLA-26-11 V) MAXIMUM 53-1le LENGTH Q: -SH WITRANSOM A to WINDOW Q4 STRENGTH ffL NO I H - ZDUU PSI 28 DAYS. VERT. MULL A 2) ALL TAPCON FASTENERS SHALL HAVE A 1-114- MIN. EM13EDAIENT 1140'x 2-114' v 74 INTO MASONARY. 4. HEX HEAD TAPCONS (2) PER CUP 2 ds WINDON JAU8 -3.000. MA)(.WIDTH JAMBS 'x 3' MULLION (XFLA-26-11 V) MAXIMUM LENGTH XFLA- 26---1 -45PSF 45PSF (/x5) D -P. D.P. 76-314" WINDON WOOD BUCKS NOT BY NORANDEX I) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 SILL OR T6 WITH TYPICAL WALL THICKNESS OF 0.062. CONTRACTOR CONTRACTOR IS RESPONSIBLE FOR 2) THIS DRAWING IS VALID FOR •ONLY THE - INSTALLATION MAINTAINING STRUCTUARAL OPENING "A" OF 438 (48x 48' MAX) NORANDEX PRODUCTS. AND ANY WOOD FRAMING AROUND' -WINDOW. AND 3) THE RESPONSIBILITY FOR SELECTION OF NORANDEX HEX HEAD TAPCONS PRODUCTS TO MEET ANY APPUCABLE,LOCAL LAWS. Z�!- '(2) PER CLIP -Y BUILDING CODESORDINANCES` OR OTHER SAFETY LQ L -Li REQUIREMENTS REST SOLELY WITH THE ARCHITECT, CAULK BOTTOM SECTION 8-B' BUILDING OWNER OR CONTRACTOR. Ql) 8d RING SHANK NAIL OF MULL NOTES. PRECASTED W11 -11Z MIN. EMBEDMENT RECOMMENDATION MAX SPACING 6' FROM CORNERS c) SEE NOTE 4 FOR ANCHOR SPACING. HORIZONTAL VIEW 03 --j LQ 5) GLASS THICKNESS BASED ON ASTM E 1300 GLASS r'-) zz CONCRETE HEAD. SILL Stu CHARTS.AND MAY VARY DEPENDING ON SIZE. AND JAMBS COMPRESSIVE rin SILL SHALL BE ADDED UNDER THE PRODUCT TO STRENGTH ffL NO I H - ZDUU PSI 28 DAYS. VERT. MULL A 2) ALL TAPCON FASTENERS SHALL HAVE A 1-114- MIN. EM13EDAIENT 1140'x 2-114' v 74 INTO MASONARY. 4. HEX HEAD TAPCONS (2) PER CUP 2 CONCRETE FILLED CELL SECTION- A -A VERTICAL VIEW W.A. DAVIS JR. P.E. FL. REG, ENG. *' 25339 7130102 DESIGN LOAD CAPACITY MULL POSITIVE NEGATIVE MAXIMUM LENGTH XFLA- 26---1 -45PSF 45PSF (/x5) D -P. D.P. 76-314" CONCRETE FILLED CELL SECTION- A -A VERTICAL VIEW W.A. DAVIS JR. P.E. FL. REG, ENG. *' 25339 7130102 rn ATORAL'VDEX WINDOW DETAILS RELEASE DATE. 27 AUG 2W3 ;REVISIONS COPYRIGHT @ 2002 UN?ONDA, HOMES 5, R M/r 321-0064, 4005 MARONDA WAY SANFORD. FLORIDA NOTES: WOOD BUCKS NOT BY NORANDEX I) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 MUST SUSTAIN IMPOSED LOADS. OR T6 WITH TYPICAL WALL THICKNESS OF 0.062. CONTRACTOR CONTRACTOR IS RESPONSIBLE FOR 2) THIS DRAWING IS VALID FOR •ONLY THE - INSTALLATION MAINTAINING STRUCTUARAL OPENING "A" OF 438 (48x 48' MAX) NORANDEX PRODUCTS. AND ANY WOOD FRAMING AROUND' -WINDOW. AND 3) THE RESPONSIBILITY FOR SELECTION OF NORANDEX PRODUCTS TO MEET ANY APPUCABLE,LOCAL LAWS. Z�!- -Y BUILDING CODESORDINANCES` OR OTHER SAFETY LQ REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 8d RING SHANK NAIL 4)INSTALLATION HOLES ARE TO FOLLOW MANUFACTURERS' W11 -11Z MIN. EMBEDMENT RECOMMENDATION MAX SPACING 6' FROM CORNERS c) SEE NOTE 4 FOR ANCHOR SPACING. AND TYPICAL 18'O.C.. 03 --j LQ 5) GLASS THICKNESS BASED ON ASTM E 1300 GLASS r'-) zz CHARTS.AND MAY VARY DEPENDING ON SIZE. 6) A PRESSURE TREATED WOODEN BUCK OR MARBLE rin SILL SHALL BE ADDED UNDER THE PRODUCT TO FULLY SUPPORT UNfT- THIS SUPPORT SHALL BE FIRMLY ATTACHED INTO FRAMING AND SUPPORT THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED BY OTHERS). 7)SH/kS ARE OFTIONAI-MAX.SHIM STACK 114�. FIXED GLASS IL -8d RING: SHANK, NAIL W11 -Ile MIN. EMBEDMENT R SEENOTE ,4 FOR -ANCHOR SPACING. a.Nln- ALL HEADER SECTION y M o 01 8a RING SHANK NAIL W/1-1/2' MIN. EMBEDMENT SEE NOTE 4 FOR ANCHOR SPACING. DESIGN PRESSURE X45 FSF WA DAVIS JR. P.E. HEADER SECTION FL. REG. ENG.� 25539 7130102- rn ATORAL'VDEX WINDOW DETAILS RELEASE DATE. 27 AUG 2W3 ;REVISIONS COPYRIGHT @ 2002 UN?ONDA, HOMES 5, R M/r 321-0064, 4005 MARONDA WAY SANFORD. FLORIDA ' JO 'X 13 4" P.H.SM.S' -OR 8d NOTES: RING SHANK NAILS W1l-I/2".MIN. EMBEDMENT SFE ELEVATION FOR I) ALL ALUMINUM EXTRUSIONS ARE. ALLOY 6063-T5 ANCHOR. SPACING OR T6 WITH TYPICAL WALL "THICKNESS OF 0.062". 2) THIS DRAWING IS VALID FOR ONLY THE INSTALLATION L ALL FW FASTENERS. OF 43T: NORANDEX PRODUCTS. --� ARE *I0 RJ_SM.S 3) THE RESPONSIBI(lTY FOR SELECTION" OF NORANDEX Q:) J � OR 8d RING SHANK 53-118" PRODUCTS TO MEET. ANY APPLICABLE LOCAL LAWS. Q) NAILS WITH I -I/2° � �! MIN EMBEDMENT BUILDING CODES. ORDINANCES 'OR OTt1ER SAFETY C DOME Q 4 INTO 2 BY BUCK 24 "OC REQUIREMENTS REST SOLELY WITH THE ARCHITECT, MAX TYP _. BUILDING OWNER OR CONTRACTOR. � 4) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO --� �? MANUFACTURERS` RECOMhAENDAI JON' MAX SPACING 6° z Q �- • FROM CORNERS- AND TYPICAL 24" 0G. Q c? 5) GLASS THICKNESS, BASED ON, ASTM E 1300 GLASS Q /// CHARTS AND MAY VARY DFPFNfl1N,G -UN SIZE m _ 437 Frx�o wrNoav 6) SHIMS ARE OPTIONAl-UAX.SHIN STACK 1/4". Cid HEAD FLASHING 27' R 7) THE WINDOW SIZES SHOWN ARE MAXIMUM SIZES L.LJ ,Z s BY OTHERS6° Ad;4X /JAND INSTALLATION DEATIL INCLUDES OTHER SIZES UP TO A(AXIMUM SIZE. - 8) WOOD BUCKS NOT BY NORANDEX MUST` SUSTAIN A. IMPOSED LOADS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF -,THE OF THEWINDOW OPENING AND ANY WOOD FRAMING -_ AROUND WINDOW' HEADER. SELF STACKING DETWL-A DESIGN PRESSURE _ 45, k SILL.. 10 -314" P.H. 3 SELF STACKING X t SMS SILL OR 8d RING SHANK NAILS Q aO .X 314" I'H W11-110 MIN.EMBEDMENT PAN. HEAD "TEK" 437 SiaGcr= HUNG wrNtx�w 43T SINGLE yu,4G W1Nvav SEE ELEVATION FOR � a � a L 1 '� ANCHOR SPACING. 2 z s � z I" X 3" VERTICAL O � � MULLION (XFL4-26-1) WJBLEP SEE DWG MAR -001 � � 76-3/4" � O o FOR' INSTALLATION 1. v -10 X 1-314" P.H.SN-5. OR 8d RING SHANK NAILS, W11-112'MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING HEAD .FLASHING o la// BY 'OTHERS L , AX MOTYP N $ASH Lu �\oz \ n 'ALT" FIN' ATTACHMENT > z CINDER SHEATHING. TYpALL SH FASTENERS ° DWEL E nP ARE *10 P.H. FN_ ¢ S.MS.OR 8d RING N ZZE SHANK NAILS WITH ° Q 1-112" EMBEDMENT a 74" INTO 2 BY BUCK 41;ADAVIS JR,P.E. w � ` FL. REG. EAG." 25539 m HEADER ' AND SILL SECTION DATE: 8119102 e n v TYP. l BY BUCK . REVISIONS nl 0 RANDEX COPYRIGHT . © 2002 XIARONOA; HtJMFS. WINDOW DETAILS aroncla RELEASE HATE: { 407) 321-0064 4005 IvlARONUA :1V�Y SANFflRp, < L 27 AJG'2003u. 16 230., ¢Uxrandexkvd244�, 3/16" TAPCON WITH A MIN. 1-11-V MIN.EA8EDMENT SEE ELEVATION ANCHOR SPA ING �O -� 10 F.H. S.M.S.WITH A NOTES: MIN.J-li 2" AAIN.Mb'EDMENT I) SHIMS ARE OPTIONAL, MAX. SHIM STACK 114' - SEE ELEVATION FOR 2) All ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 ANCHOR SPACING. OR T6 WITH TYPICAL WALL THICKNESS OF 0.0620. 3) USE HIGH QUALITY CAULK BEHIND WINDOW FLANGE. a 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS , CHARTS AND MAY VARY DEPENDING ON SIZE j .750 TYP !/4" MAX SHIM OPTIONAL (80TH I BY &UCK L-) I / Ll 01 LDUuI\ D1> SEE NOTE 6 CHARGES A. PAGEN. P.E. HEADER AND SILL SECTION FL REG. ENG. r- 49121 DATE:8/5/02 TYP.I BY BUCK ~IVORAATDEX WINDOW DETAILS RELEASE DATE: 27,WG 40- - 16d248 Fx�andexlwdJd!jn I DIriW4IFNDOW FASTENER SCHEDULE 5) THE RESPONS181LITY FOR SELECTION OF NORANDEX HEIGHT (INCHES) NO. ANCHORS N0. ANCHORS HEAD JAMB SFE 'NOTE 8 35 AND -45 -35 AND =45 (PSF) (PSF) (PSF) (PSF)- PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, 26 2 2 BUILDING CODES, ORDINANCES OR OTHER . SAFETY 2 2 37" REQUIREUENTS REST SOLELY WITH THE ARCHITECT, 53-I%8" 19-1/8" Q BUILDING OWNER OR CONTRACTOR. 26-1/2" 2 3 0 6) A PRESSURE TREATED WOODEN BUCK OR MARBLE SILL SHALL BE ADDED UNDER THE PRODUCT TO 50-5/8" 'c g FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE 2 3 37° FIRMLY ATTACHED INTO MASONARY AND" SUPPORT 53-1/8" THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED 19-118r"a BY OTHERS). 2- 7J CONCRETE; COMPRESSIVE STRENGTH, = 3A00 PSI 2 4 AT,,_28 DAYS_ 2 4 SJ EQUAL FASTENERS AT HEAD AND SILL. ARE REQUIRED yEADER SECTION' YP.2 BY BUCK � 3/16" TAPC N 2 BY BUCK SHALL, BE ' W/I-I/4" MIN. EMBEDMENT SECURELY FASTENED 'TO SEE ELEVATION FOR TRANSFER --LOAD TO-' ►- STRUCTUAL SUBSTRATE., .FOR - ANCHOR SPACING. CALL SIZE WIDTH !/4" MAX SHIM OPTIONAL (80TH I BY &UCK L-) I / Ll 01 LDUuI\ D1> SEE NOTE 6 CHARGES A. PAGEN. P.E. HEADER AND SILL SECTION FL REG. ENG. r- 49121 DATE:8/5/02 TYP.I BY BUCK ~IVORAATDEX WINDOW DETAILS RELEASE DATE: 27,WG 40- - 16d248 Fx�andexlwdJd!jn I DIriW4IFNDOW FASTENER SCHEDULE WIDTH (INCHES) HEIGHT (INCHES) NO. ANCHORS N0. ANCHORS HEAD JAMB SFE 'NOTE 8 35 AND -45 -35 AND =45 (PSF) (PSF) (PSF) (PSF)- 19-118, 26 2 2 26-1/0 2 2 37" 2 2 53-I%8" 19-1/8" 38 I/4" 2 3 26-1/2" 2 3 37" 2 3 50-5/8" 2 3 26-1/2 2 3 37° 2 3 53-1/8" 3 3 19-118r"a 63r 63r 2- 2 4 3T' 2 4 4 191/8°- 7,6-314" 2 5 2 5 2 53=1J8° 3 5 � Q W. j V .. z� Wz, O W/1-1/2" MIN. EMBEDMENT ? DETAIL -C ttl, ": - - V .. z� Wz, O M MAx_U1K WOOnF.? s W� :oma AT" q. 7tEAd/511L" s -�-+- - c z {!AX O. DETAIL -A TIl It x 10 Ft-S.M.S. x - - W/1-1/2" MIN. EMBEDMENT ? DETAIL -C SEE ELEVATION FOR ANCHOR SPACING_ _ SAHca o Q o DETAILSAIAX i . 3l16'TEaIPEREQ `Gt.AS5: ,, , ::- lXx') 5UD7NG . 6SS':D30R :: CO17PA7;ATNE ANAtYS7S -CHART" ': :; . .RRAiVE �'i9ruFNS1QNS ' . Q651GN LD¢0 cAPA /TY PSf= 7DTH - tNCHES) "HT, ONCHES)- PoSIE NESATNE ' _ WIDTH tXX) SbDING GLASS COUVPaRATN£ AAWY-57S 46 ' 46- NEGATIVE (INCHES) 995` 46 ',46' 152 3./,r 80 (37 � 575 5f5 lib !4" 5?5 575 Z5dl2` 57i5 5T5'. . 200 3!4" FRAdIE DfdIENSIONS '45 45 ' 395' 45 45 J5c�3l4' 9b' C3} 485- '489 116 3/,4" 515 i36i a` 3.4 ' -- - IL/ IV A 1 .J/T 1 11 —IM —1 111I1,1 L "I UV 1J1\ V1I (2)3/16'0 x 2-3/4' TAPCON THRU I BY BUCK, (SHOWN) (2) "!0 x 1-3/4" FH -SMS INTO 2 x BUCK WITH A I!/4' MIN'. EMBEDMENT INTO :MASONRY. SFE ELEVATION FOR ANCHOR SPACING. SEE ELEVATION FOR ANCHOR SPACING a I © FLASHING PAN BY OTHERS. /I WATER TIGHT ON 3 SIDES. CAULK THROUGH SCREW I _ HOLE TO SEAL PAN PRIOR Y TO SCREW INSTALLATION (2)110 x 13/4' PH -SMS INTO 2 BY � 3/10 TEMPERED GLASS : 7!4"TE6fPEREi3 GL.AS;S- - - - FRAME DESIGN LOAD DIMENSIONS CAPACITY-PSF WIDTH tXX) SbDING GLASS COUVPaRATN£ AAWY-57S OIAR7 NEGATIVE (INCHES) } 72' 80 (31 45 45 144-1/8' 45 45 FRAdIE DfdIENSIONS SIGN•?Li7AD3 CAP, TN- SF, ' E7 - •W.107 -W . ,GNT P(IS77N£ GAT7VE; OIVCHES) . fil�tGiFS) 7 .Z) C'� , f� - -1 --_j _Q- - - - - 80 152 3/4' 667 93S 667 159.4 3Lr,66.7 83Z 751f2 t 567- 839 20(}3!.4' ' 60 6TJ l52:3%4' 93$ 60 - 60 152-314' 96' (3) 65:$ /16-3/4", G67 77.3' 75df2 667 -- - IL/ IV A 1 .J/T 1 11 —IM —1 111I1,1 L "I UV 1J1\ V1I (2)3/16'0 x 2-3/4' TAPCON THRU I BY BUCK, (SHOWN) (2) "!0 x 1-3/4" FH -SMS INTO 2 x BUCK WITH A I!/4' MIN'. EMBEDMENT INTO :MASONRY. SFE ELEVATION FOR ANCHOR SPACING. SEE ELEVATION FOR ANCHOR SPACING a I © FLASHING PAN BY OTHERS. /I WATER TIGHT ON 3 SIDES. CAULK THROUGH SCREW I _ HOLE TO SEAL PAN PRIOR Y TO SCREW INSTALLATION (2)110 x 13/4' PH -SMS INTO 2 BY � 3/10 TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DESIGN LOAD DIMENSIONS CAPACITY-PSF WIDTH HEIGHT POSITIVE NEGATIVE (INCHES) (INCHES) . 72' 80 (31 45 45 144-1/8' 45 45 'T z BUCK WITH H/2' MIN.EMSEDMENT. Na. IN PARENTHESIS INDICATES �` Q SEF ELEVATION FOR ANCHOR SPACING PANEL WIDTH IN FEET. N�1 W 2 BY BUCK SHALL BE '- $ (2) 3/16"0 x 2-3/4" SECURELY FASTENED TO tT OPTIONAL TAPCQN OR MIA141 TRANSFER LOAD TO 2 BY WOOD BUCK: DADS APPROVED GONG. O 1 cf� STRUCTUAL SUBSTRATE. i BY WOOD BUCK L0 .- Q � FASTENERS: - i CALL SIZE wr©rH SEF .ELEVATION, ,FOR t-•- { ANCHOR SPACING I - lU - �14 3N r ., S � TYP. HORIZONTAL SECTION � in� � q , _ W� ,oma 1 , fl, BY" / -2 BY� BUCK I14' MAX ' SHIM w WOOD SHIM (SHOWN) OR OPTIONAL !BOTH'JAMBS) = t7) Q MUD TRACK AS REQUIRED. L i MIN RECESS I' AFTER z N o INSTALLS -ION. Ly c� o (2).311160 x 2-1/4' TAPCON OR MI.AMI'DADE APPROVED CONC. FASTENER SEE ELEVATION FOR ANCHOR SPACING. Q NOTES: g sw wwrx *XrH Lu p f 1) SHIMS ARE OPTIONAL, MAX. SHIM STACK 1/4'. ^—� rrP U o 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 a OR T6 WITH TYPICAL WALL THICKNESS OF 0.062'. � � �� u l° w 3) USE HIGH OUALJTY CAULK BEHIND DOOR FRAME. Q C,- 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS X X X X z a CHARTS. AND MAY VARY DEPENDING ON SIZE.: PANEL PANEL PANEL PANEL 5) THE RESPONSIBILITY .FOR SELECTION OF NORANDEX W PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS. v BUILDING CODES, ORDINANCES OR OTHER SAFETY a REQUIREMENTS RET SOLELY WITH THE ARCHITECT, � �T ro F7-.-- BUILDING OWNER OR; CONTRACTOR. DMASLE �oa .O7t 6) CONCRETE COMPRES NE STRENGTH =3,000 PSI . j� �� 0 o v, k .HEADER AND SILL SECTION AT 28 DAYS. • 2 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO m i z �. T YPo l BY BUCK MANUFACTURERS' R&COMMENDATION MAX SPACING 6°� FROM CORNERS, 9" Ar JAMBTOP AND TYPICAL l8" OC a y t (2BY2I rn�cazvaQor (2P21 rrgcu,al REVISIONS X-ORANDEX COPYRIGHT Q =2 kARONDA HOMES YYlfYDO DLI ALS _ a roncla H RELEASE DATE: -"ri h y (407) 321:70 64 4005 t A TAY,; SANFORD.. . LOR IOA- 27 AUG 2003 7633)0 pA -aWe,%-d4.Q4n C) 0 aC � v) Q J �vzv E7 - 'T z BUCK WITH H/2' MIN.EMSEDMENT. Na. IN PARENTHESIS INDICATES �` Q SEF ELEVATION FOR ANCHOR SPACING PANEL WIDTH IN FEET. N�1 W 2 BY BUCK SHALL BE '- $ (2) 3/16"0 x 2-3/4" SECURELY FASTENED TO tT OPTIONAL TAPCQN OR MIA141 TRANSFER LOAD TO 2 BY WOOD BUCK: DADS APPROVED GONG. O 1 cf� STRUCTUAL SUBSTRATE. i BY WOOD BUCK L0 .- Q � FASTENERS: - i CALL SIZE wr©rH SEF .ELEVATION, ,FOR t-•- { ANCHOR SPACING I - lU - �14 3N r ., S � TYP. HORIZONTAL SECTION � in� � q , _ W� ,oma 1 , fl, BY" / -2 BY� BUCK I14' MAX ' SHIM w WOOD SHIM (SHOWN) OR OPTIONAL !BOTH'JAMBS) = t7) Q MUD TRACK AS REQUIRED. L i MIN RECESS I' AFTER z N o INSTALLS -ION. Ly c� o (2).311160 x 2-1/4' TAPCON OR MI.AMI'DADE APPROVED CONC. FASTENER SEE ELEVATION FOR ANCHOR SPACING. Q NOTES: g sw wwrx *XrH Lu p f 1) SHIMS ARE OPTIONAL, MAX. SHIM STACK 1/4'. ^—� rrP U o 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 a OR T6 WITH TYPICAL WALL THICKNESS OF 0.062'. � � �� u l° w 3) USE HIGH OUALJTY CAULK BEHIND DOOR FRAME. Q C,- 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS X X X X z a CHARTS. AND MAY VARY DEPENDING ON SIZE.: PANEL PANEL PANEL PANEL 5) THE RESPONSIBILITY .FOR SELECTION OF NORANDEX W PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS. v BUILDING CODES, ORDINANCES OR OTHER SAFETY a REQUIREMENTS RET SOLELY WITH THE ARCHITECT, � �T ro F7-.-- BUILDING OWNER OR; CONTRACTOR. DMASLE �oa .O7t 6) CONCRETE COMPRES NE STRENGTH =3,000 PSI . j� �� 0 o v, k .HEADER AND SILL SECTION AT 28 DAYS. • 2 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO m i z �. T YPo l BY BUCK MANUFACTURERS' R&COMMENDATION MAX SPACING 6°� FROM CORNERS, 9" Ar JAMBTOP AND TYPICAL l8" OC a y t (2BY2I rn�cazvaQor (2P21 rrgcu,al REVISIONS X-ORANDEX COPYRIGHT Q =2 kARONDA HOMES YYlfYDO DLI ALS _ a roncla H RELEASE DATE: -"ri h y (407) 321:70 64 4005 t A TAY,; SANFORD.. . LOR IOA- 27 AUG 2003 7633)0 pA -aWe,%-d4.Q4n D ISTINCTSERFS IOEI♦iW INSULATED q Ih WOOD FRAME �T GFNERAL -.-NOTES I. THE FQLLOWINO PROOUCi IIAS BEEN EVALUATED FOR C I'ApllANttCC WrfH '7fIE VALID LtOjADS SPECT�rED b4 S(CjION 1NOSiOAIAETEXAS RESISTA DE =1 1 Ru OF INSURE, cem cnoN oulOE ANO SEcrlon 03 OF THE TEXAS rIINDSTORM 1115URANCC GUIDE, BUILDING CODE FOR WINDSTORM RESIS kfl ViONSTRUCTIO".. WOOD DUCKS 1t'j OTtIERS, MUST NE ANCHORED FOOP1:RLY To T"45FR LOADS To THE SFOUCjURE... �. FPODUCT ANCHORS SWLL. PE AS US90 AND SPACED AS 511DjVN ON VEfAILS, A14CII00 EM9EOMEtjr TO BASE NAIERIAL SHALL: BE BEYOND WAIL pRESSINQ Oq STUCCO, �. rp DUCT DOES NOT MEF( IMPACT PESISTA14CE ¢. DESIGN FESURE KATING SHALL OF AS FOLLOWS: - FOR 0' 0' NIGH DOORS: SFE TABLE 1• FOR f T"ES OvEq 4' p' UP TO p' o'; PEE TABLF 2. �H.S.E1E..r9r+S,R_ ucnON, (ACE SHEETS: EACH SW IS CONSMOCTEA FgQM 0. g0' T}UCK TIDER011S4 �3SAKIN. fl FORE AESIGN; 15�Et Ilt1ED (IJERIyO(�rRMM LjH RIGID pOPOL�Y}U{ RE9rcH �E COTjSTRUCTION1 CONSIST OF GLUDEDstQERLOCKINO' f1peROWS JOItiT3.1flE NORIIONTAL EDGES CONSIST OF IM FIBERGLASS SKIN CLUED (0 THE O'BLOCK AT L(OP AND TO THE 81011) PVC FOAl4T fNSERT AT BOTTOM. •r1'I:ilJ1f/�I�iSI7• ' �alr�:r•T�l�yrur. / :+I _.I�:I17:61: • •t .N ��LT:7�FT•7 37-1/2' r1w+E WQlll --- �1 Uvaa44_P• Dnp DESIGN RESSURE RATING AL8`LE'�"rR Now !l1 mrw 147011 2YVFA mmmmxelrx N M®[O M LMRIQDtuM7u4f1,Ot1 APPROVCO +00 POP NKOATM NQT APPFTOV[0 -00 Par fYPICII FI f,YA nen a -,� l� �l� "11TE PRESSURE RATINtl iABLE H1.tMTOK11VAlpaw M ImamPOOITNLNOT NOT APPAOV60 +IO POP Nr+i APPRov[O 00 Par CONS WLPHQ'� (OI]T pet-3e]I arluol oe as , 7Q iir I' t W." N.. S. SIDES, AND �.1• 4 t I wa to P.P.P. tl q wt nn ... T t�rrr� •'�'' �� trt� IS THEN f(% ON THIS PAGE. 160 -60 S11184 01"A w/3idalilel 37-1/2- FRAME *10nl vooR Pu,a Muni — '-- 3/32• Ainipti la 1/l6' eifd Unl«ir yFj• 6111! -•�� _� Ie 1N510E O 7 LO - i,�'••r•. i:,t I.,i.=�,`�:,i�`'t�j;;::;=:1:aI?1 P��(} 1 C4 t (( 1/ OUTSIDE p .1;•11,,;:' W. • 1 r Lux. ia:.l•I p t ' + }�uu ePAcF: rP 1----�--� AkI�R-l?QHTAIL doss SEC [1oC!_ i;ifii�1' n - — _ .,•ter,•;: �) 0090, tiJ-'�... :i1i'i�i:i:� iZ •" '•i1i�i�i-i`-i Y�f�IIcAT�_.c��ss ss cU� QEfL0[A�il ff—SLJ9L[) Ilfl uu �� 00 ons nu _ up [m u�� 111111 wofi UonE15 Y pF.•pf10111 o . Q� no 0.0 ti t ,1>i z ar j r.vv LIS 71 t-21tot oe es w.JNIs-._ •att..L.!.,A- 37••1/2' FRAME *10ill ":[J- r V Y FRAME WIDTH -- u ;J• , 7Q iir I' t In SIDES, AND �.1• 4 t I ;�, at tl IVq" IMBEDrVENT. IF NEEDED A IX CAN BE ... T t�rrr� •'�'' �� trt� IS THEN ';mli ON THIS PAGE. 160 -60 S11184 01"A w/3idalilel :,, •TrJ•i'1 :i'!t'T!D4dti i •• +5() " 611 .:ASO -60 i•SD (Dour dots not lnect M)asDu hnpacl) �� , ;rl •Ilr.� `i!1'��T•v i' r �� `11rd19Ti1 � fT�f71r - �-�t%r:�(��Ta4:r.'.�r� �i Mfg. b� }': Nml Ys Plauics / Plaslpro l.il•'u199(01L N) 07039 , c .Tr „t!t •„ Ilfl uu �� 00 ons nu _ up [m u�� 111111 wofi UonE15 Y pF.•pf10111 o . Q� no 0.0 ti t ,1>i z ar j r.vv LIS 71 t-21tot oe es w.JNIs-._ •att..L.!.,A- 37••1/2' FRAME *10ill ":[J- r V Y FRAME WIDTH -- 11" O.C. MAX. (rYP.) � Q_i AYS rL r FOri_tT'.:II_.i2S1DH ANCHOR tAYOUT FO$._.@VIL'.124AN . - j]�ICAI ANCHORS 1.) Ifff0 28Y WOOD BUCKS OR WOOD STRUCTURE lb PFII Wd. Scraw, 1' MIN. EMDEUMENT 2) 11110 IBY WOOD BUCKS OR INro flASONRY 3/Iti' DtA. TAPCONS WItH 1-1/1 MIN, EMUEOMENt NOTE: frf)duCl Accoplltope Noi PSI -222 WHEN REQ. THE USE OF LN ALLOWED USING (4) EVENLY SPACED In SIDES, AND (2) EVENLY SPACED V4" X 3" TAPCONS IN THE HEADER ALL W/ IVq" IMBEDrVENT. IF NEEDED A IX CAN BE NAILED 6" O.C. STAGGERED TO 2X. DOOR 11" O.C. MAX. (rYP.) � Q_i AYS rL r FOri_tT'.:II_.i2S1DH ANCHOR tAYOUT FO$._.@VIL'.124AN . - j]�ICAI ANCHORS 1.) Ifff0 28Y WOOD BUCKS OR WOOD STRUCTURE lb PFII Wd. Scraw, 1' MIN. EMDEUMENT 2) 11110 IBY WOOD BUCKS OR INro flASONRY 3/Iti' DtA. TAPCONS WItH 1-1/1 MIN, EMUEOMENt NOTE: frf)duCl Accoplltope Noi PSI -222 WHEN REQ. THE USE OF 2X SHALL BE ALLOWED USING (4) EVENLY SPACED 114 " X 3" TAPCONS IN THE SIDES, AND (2) EVENLY SPACED V4" X 3" TAPCONS IN THE HEADER ALL W/ IVq" IMBEDrVENT. IF NEEDED A IX CAN BE NAILED 6" O.C. STAGGERED TO 2X. DOOR IS THEN ATTACHED PER DETAILS ON THIS PAGE. i f - rtP. I f' it• TYP I t � rYt'• QLIi2_ FRAAfE up TQ S'-4 A -cd s1Nci_E wswlNG iNrr w/wa sl�e~1.rr�5 PRODUCE' ACCEPTANCE tic).: p51222 C Ers-qHED 10 S A T�.... -- i f-affT ego_ 10 X J P it JP -FtAT ilm-.- F-� --tA' rYP. .E! 9tt a SHEET: FD frf)duCl Accoplltope Noi PSI -222 Siza: up 10 5'4 s Q`8 f t$4n, (wood Jamb) Coltf1pusllull: X. OXO, XO. OX 2 0 2-4 2'6 �,V., , . )'N Single Opayue +80 -80 180 -80 180 -80 tsu -80 100 -8D w/SidoUtes . +60 -60 160 -60 S11184 01"A w/3idalilel 05 -80 164 -77 160 -71 +56 •67 +5() " 611 .:ASO -60 i•SD (Dour dots not lnect M)asDu hnpacl) Tut +1210-1987.210-2024 Mfg. b� }': Nml Ys Plauics / Plaslpro l.il•'u199(01L N) 07039 9tt a SHEET: FD �--• 37-1/2- FRAJJE WIDTH -- Q It/t6' 37-1/2' FRAME WIDTH ---- ---- 2 9-1/2•. 1-'•-+ t -1 - � - J GENERAL NOTES I I O I m ° -LuL ° T m C 0, 2 LA I. 1tU5 PRODUCT IS DESIGNED 70 MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-LiADE COUNTY. 2. WDQp BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY i0 TRANSFER .LOADS To THE S(RUCiURE: - � iC1Q S. PRODUCT -"ANCHORS SHALL DE AS LISTED AND SPACED zvr -zJ tt. "1S,St,IDWN 4N DETN(S. httCF10R EMBEDMENT TO BASE oil s�-4ER1A1, SIW1 BE BEYOND WAIL DRESSING OR STUCCO. u 4. IMPACT RESISTANT SHUTTERS ARE REQUIRED 0 5. DESIGN PRESSURE RATING SHALL DE AS FOLLOWS: w FOR B' 8' HIGH OQOITS: SEE -TABLE L. (rj FOR FRAMES OVER 8' d• UP TO 9' . �n',}SiTNCRON stiff FIp�RGI ASS p00R - FACE,SHEE(S: EACH SLAB IS CQNSIRUCTED FROM ' O.000-, THIVi( FIBERGLASS SKIN. - CGRE DEStQN: THE INTERIOR. CAVITY of EACH DOOR - 15 FILLED WtM RIGID POLYURETHANE. CONSTj'pCOQN "THENERTICAL'EDGES OF THE SLAB CONSIST OF CLUED INTERLOCKING FIBERSGLASS, JOIMS.THE HORIZONTAL, Q EDGES CONSIST OF THE FIBERGLASS SKIM -GLUED TO THE WOOD BLOCK AT TOP AND TO; THE RIGID PVC FOAM TYPICAL El ENATION 5 -Q- DOOR IGAL ELEVATK)N 9'-0'DOOR INSERT AT'B01TOM. 777 r ' :.TABLE -9f CONTENTS''` EET DESCRIPTION P CAL At ON DESIGN PRESSURE RATING (TABLE T) DESIGN' PRESSURE RATING (TABLE 2) a11DIB rutix MFX,TINI'AN F--W-II POSrtrve t1KLAL t1AtrR ►rtitltAnoK AC?•Y+01DR d N1LDE0 Ntant 'rnrw ►a93u w9c.+ C7V/+O+OR 6 Hai KCLOCa +SO P,SFr00 PSF NeCATNC -00 PSF -00 PSF -•7D -P9F G UIYOUT vi 0 - . N4�cr:CD l IMRK uai L9 -u2 IwA' t{ FIkW C PO YU 1 1 C R W OC T 1ffTCfi 6T8 -1 � stEEC--'- r i, � `• J7-1/2' FNANE NIDIH--' 7 � 6• �1 9• � , 0': SEE TABLE 2. . �n',}SiTNCRON stiff FIp�RGI ASS p00R - FACE,SHEE(S: EACH SLAB IS CQNSIRUCTED FROM ' O.000-, THIVi( FIBERGLASS SKIN. - CGRE DEStQN: THE INTERIOR. CAVITY of EACH DOOR - 15 FILLED WtM RIGID POLYURETHANE. CONSTj'pCOQN "THENERTICAL'EDGES OF THE SLAB CONSIST OF CLUED INTERLOCKING FIBERSGLASS, JOIMS.THE HORIZONTAL, Q EDGES CONSIST OF THE FIBERGLASS SKIM -GLUED TO THE WOOD BLOCK AT TOP AND TO; THE RIGID PVC FOAM TYPICAL El ENATION 5 -Q- DOOR IGAL ELEVATK)N 9'-0'DOOR INSERT AT'B01TOM. 777 r ' :.TABLE -9f CONTENTS''` EET DESCRIPTION P CAL At ON DESIGN PRESSURE RATING (TABLE T) DESIGN' PRESSURE RATING (TABLE 2) a11DIB rutix MFX,TINI'AN F--W-II POSrtrve t1KLAL t1AtrR ►rtitltAnoK AC?•Y+01DR d N1LDE0 Ntant 'rnrw ►a93u w9c.+ C7V/+O+OR 6 Hai KCLOCa +SO P,SFr00 PSF NeCATNC -00 PSF -00 PSF NOTE 1 TIONS R TICAL ANO HORIZONTAL) M FRAME lidulil f1[U.Y�1]N:Kt 6 NWW SKt pFliRAtiW W911N0(i 6 Naf NCCOm POSITiV£ -r0G PSi +SO PSF': NFGATNE -05 PSF -55 PSF.1/2- )Q• U.C. W.L. :l a to - : t-1/►� Nw. ET,BED. 3/4• •' Vr MAX. SWl1 SPACE 1X WOOD FILLER ` � � .. • I5. 10 SWY oPAGE ° �7 ? t Y _0 10 t{ �• O 20 10 14 }y)D i Q x j- 12) M Z ` I slam o I� ! .0.075' ., 14 }'o UI 1:� fwi i�d WSIII IAi:Otl 11 v%lAodlGe�WS0t1RY ' • R "�O OUT510E ]5-]/4' DOOR PANEL WI0111 3/�• , 0 37-t/1' FTl/JJE WIURI �c - HORILONfAL CROSS SECTION �J+��w /1•- ;' ; •..1. - leu) ►t14 -3q1 •' •N .. - 01 09 99- tLrs. " + 5/6• iLP.P. » VEKIIGRL.:GROSS � rm¢ wAla NUIUIILN NEV3tWCM b I:FIIEO 1 POSITIVE 4 �I N£OAtNE -' -00 P9F -•7D -P9F G UIYOUT vi 0 - . N4�cr:CD l IMRK uai L9 -u2 IwA' t{ FIkW C PO YU 1 1 C R W OC T 1ffTCfi 6T8 -1 � stEEC--'- r i, � `• J7-1/2' FNANE NIDIH--' 7 � 6• �1 9• � , )Q• U.C. W.L. :l a to - : t-1/►� Nw. ET,BED. 3/4• •' Vr MAX. SWl1 SPACE 1X WOOD FILLER ` � � .. • I5. 10 SWY oPAGE ° �7 ? t Y _0 10 t{ �• O 20 10 14 }y)D i Q x j- 12) M Z ` I slam o I� ! .0.075' ., 14 }'o UI 1:� fwi i�d WSIII IAi:Otl 11 v%lAodlGe�WS0t1RY ' • R "�O OUT510E ]5-]/4' DOOR PANEL WI0111 3/�• , 0 37-t/1' FTl/JJE WIURI �c - HORILONfAL CROSS SECTION �J+��w /1•- ;' ; •..1. - leu) ►t14 -3q1 •' •N .. - 01 09 99- tLrs. " + 5/6• iLP.P. » VEKIIGRL.:GROSS � rm¢ wAla NUIUIILN NEV3tWCM b I:FIIEO 1 POSITIVE 4 �I N£OAtNE 1 -00 P9F -•7D -P9F )Q• U.C. W.L. :l a to - : t-1/►� Nw. ET,BED. 3/4• •' Vr MAX. SWl1 SPACE 1X WOOD FILLER ` � � .. • I5. 10 SWY oPAGE ° �7 ? t Y _0 10 t{ �• O 20 10 14 }y)D i Q x j- 12) M Z ` I slam o I� ! .0.075' ., 14 }'o UI 1:� fwi i�d WSIII IAi:Otl 11 v%lAodlGe�WS0t1RY ' • R "�O OUT510E ]5-]/4' DOOR PANEL WI0111 3/�• , 0 37-t/1' FTl/JJE WIURI �c - HORILONfAL CROSS SECTION �J+��w /1•- ;' ; •..1. - leu) ►t14 -3q1 •' •N .. - 01 09 99- tLrs. " + 5/6• iLP.P. » VEKIIGRL.:GROSS SECTION v- Y Y . CUNSULIit1U teu} ae►-]en u+m 01 /08/99 :cxc N.i.S. nNc. trc: R.P.P. uaL tm twAr+w Na: 99-02 yW� t 99-01 h t DF CONSTRLICRON: ' T. FACE SHEETS: EACH SIAd IS CUNSiRUC1ED FROM 0.015 Tt1K. FIBERGLASS SHIN. - 2. GORE DESIGN; ).HE�INTERIOR CAVITY OF EACt! UUUR IS FILLED WITH RIGID PULYURE(t1ArlE. 3. CONSTRUCRON: THE VERTICIL EDGES OF 7TIE SIRE] CONSIST OF CWEO IMERLOCkINQ FIdENCLASS JQltrTs • THE HORIZONTAL EDGES CONSIST OF THE - FIBERGLASS SKIN . CLUED TO THE WOOD DUCK AT TOP AN"U' SHAPED D TO TIIE RIGID FVC FOAM INSERT AT BOTTOM 4. CLA"LIt10: 5/8' OVERALL T}UCKNESS WSULATED GLASS PANEL CONSISTING OF: TWO 1/8' TEMPERED iJTES AND ONE AIR SPACE. ' 5. REINFORCING; �NNI - (1) MEASU NG 5591 xU.748'>e0.079' TRK. WAS ODGATED AT EACH PANEL SitLE. (B' -O' ODOR pNLYI • TABLE OF CONTENTS SHEET j DESCRIPTION GEN NO S A ON 2 CROSS SECTIONS w(VERTICAL D ORIZONTA 3. CHOHING LAYOUT - 37--1/2- FRAME WIUTII --- � rm¢ wAla NUIUIILN NEV3tWCM b I:FIIEO 1 POSITIVE 4 +00 PSF N£OAtNE 1 -00 P9F SECTION v- Y Y . CUNSULIit1U teu} ae►-]en u+m 01 /08/99 :cxc N.i.S. nNc. trc: R.P.P. uaL tm twAr+w Na: 99-02 yW� t 99-01 h t DF CONSTRLICRON: ' T. FACE SHEETS: EACH SIAd IS CUNSiRUC1ED FROM 0.015 Tt1K. FIBERGLASS SHIN. - 2. GORE DESIGN; ).HE�INTERIOR CAVITY OF EACt! UUUR IS FILLED WITH RIGID PULYURE(t1ArlE. 3. CONSTRUCRON: THE VERTICIL EDGES OF 7TIE SIRE] CONSIST OF CWEO IMERLOCkINQ FIdENCLASS JQltrTs • THE HORIZONTAL EDGES CONSIST OF THE - FIBERGLASS SKIN . CLUED TO THE WOOD DUCK AT TOP AN"U' SHAPED D TO TIIE RIGID FVC FOAM INSERT AT BOTTOM 4. CLA"LIt10: 5/8' OVERALL T}UCKNESS WSULATED GLASS PANEL CONSISTING OF: TWO 1/8' TEMPERED iJTES AND ONE AIR SPACE. ' 5. REINFORCING; �NNI - (1) MEASU NG 5591 xU.748'>e0.079' TRK. WAS ODGATED AT EACH PANEL SitLE. (B' -O' ODOR pNLYI • TABLE OF CONTENTS SHEET j DESCRIPTION GEN NO S A ON 2 CROSS SECTIONS w(VERTICAL D ORIZONTA 3. CHOHING LAYOUT - 37--1/2- FRAME WIUTII --- r p � ho a LOIS � Kip"! - n . t o � a m �� u o � 2 � O V) w W DESIGN PRESSURE RATING ABLE e!i_____, � rm¢ wAla NUIUIILN NEV3tWCM b I:FIIEO reRE 9WLA tuu1W)ON aTJNACNCtIT R NOi, HEIDEIJ POSITIVE `'+00 PSF +00 PSF N£OAtNE 1 -00 P9F -•7D -P9F vi 0 ' . N4�cr:CD l IMRK uai L9 -u2 IwA' t{ FIkW C PO YU 1 1 C R W OC T 1ffTCfi 6T8 -1 � stEEC--'- r p � ho a LOIS � Kip"! - n . t o � a m �� u o � 2 � O V) w W DESIGN PRESSURE RATING ABLE e!i_____, � rm¢ wAla NUIUIILN NEV3tWCM b I:FIIEO reRE 9WLA tuu1W)ON aTJNACNCtIT R NOi, HEIDEIJ POSITIVE `'+00 PSF +00 PSF N£OAtNE -00 PSF -00 P9F DESIGN PRESSURE RATING ((ABLE j2) NIa® wLWw1 1p1� MARC tHIW weu%wNxl sit" 9LOIIiiQLTN1O t9FAC0 Is Naf 162L(n POSTVE +00 PSF +70 PSF NEGATIVE ---70 PSF -•7D -P9F 0 ' . l IMRK uai L9 -u2 IwA' t{ FIkW C PO YU 1 1 C R W OC T 1ffTCfi 6T8 -1 � stEEC--'- 37-1/2* FRAME ---70 PSF -•7D -P9F WIDTH 10 U.C. MAX. .. �. 1 +� O 1 / m !_. _1 L n >r n 7 j...1(' MAX. (fYP.)O.C. 0 ' . l IMRK uai L9 -u2 IwA' t{ FIkW C PO YU 1 1 C R W OC T 1ffTCfi 6T8 -1 � stEEC--'- ANCN01t lA'fo11I FON a' -o' Omit AnolUH.1ET(81L FON 6•-a• BOO YTL'Lrm Aliclom 1.) If" 20Y WOOD UUCKS OR WOW 5TUCIUNE )a Sus• 1-1/2• MIN. EUD�0NEN1 2) nNN IUF wwil UUCKs AND 21T0 LUSONR( 3/1e• 00. 'TAPCCNS Wild 1-I/A' MW. ENBEUMEHI ++lam 1. RFL DESCRIPTION gg Pwr Ro. 5[(�'p �MATT�E(R'U'l�_��( l i 1 SA P =b' STTd-b7��iTK-TIBER U '-7� or I HE 1.201' ( 1;201' I 1 TlW M14 iL11 iS U1tNiE. SILLS _ Bse t' - SIM 0.110• 0.974' I i 1 LL`(.I( 5na - L PAS/0 ( PAS73C I VA574G I mu 41 --; - -. - I - - - - I - - _• - -•. 3 EIOTTOY IWL sralr--- 1.756 I I I o OOCR bollot (N,SWWG). ODOR SWEEP PVC CO -EXTRUSION I 0.512 I 1.591 0.7C8 ( 0.010• I .I G KWI SF W 5 1 1 •� I I ( 10 DOOR FRASIE C . 1.891 F•-- I o.3U0'-+ II -W� 0.07Y -- � II iHAE9101D (OUISA7tIG) � G to PA375 I PAS01 I RU419 _ - J - Vi=i I--- 0.117• -�1 0.0]9' O.Il7• I - 0.781CLAZINO 0.441' - I i. SIS27 II 1 1' II T 0.11,J I -_j 2-1/e' t -v/,' I57523 pa I 0.905'-� I Bil 'PER I/1NFSHS I [ - s 4-9/10, 3/4' Y f V 0217' I F II� snu Fr.Fl ons_ e'trr F I yy�N WA)GO uv{ " t) VY RCN. UESCRIPUO�N_g_ $.I�PAAf No. pIJATC /1 (4_--y_ 1 D��SKItI 6 VANEEt 3`AhIa' li'I-. FIBEf2CG5f �-20 I ONY ] ,Y�StYGES1eEAU-422_}_WCJWIOCAY 4 OCK SIRE �1 SC 5__-' AU UOTiOMNL IAA T Ti-TUIJ� T 4 IMS �- T t LOC � KWINSE 200 SEW s L KWI 5 60 E - W000 10 DOOR FRAME - a04 65G W nIER�TRIP SCMECEL -LOf 11 IIwESHOLU (WTSWUIG) �� 'NiF.�' 1113 UPS NaIUM - (�- bds'd3S"-xTnnTOtf „II AA PAni Nn SfINfGFI UCS y' V -- 1�3 � t � is Pun Ne. Wr.A-T Y111LJlu.3Gi.2]� outse�eta USU2L'LIL_N Nrsrioln • - A ,.-'-� 7/16• !' 3/ \ y'' � - U.0 J � 2 9/37' --- i'daI_Na. WCA 20 PARI N2 NII .22 ('Mi lit, �W000 h 0 cpnsvl.nr+c %F D 2 - ovti 01OE/99 . SHEET: lYL'iCA1�ELE1'A1101:1_8:StLl240 . IMRK uai L9 -u2 IwA' t{ FIkW C PO YU 1 1 C R W OC T 1ffTCfi 6T8 -1 � stEEC--'- „II AA PAni Nn SfINfGFI UCS y' V -- 1�3 � t � is Pun Ne. Wr.A-T Y111LJlu.3Gi.2]� outse�eta USU2L'LIL_N Nrsrioln • - A ,.-'-� 7/16• !' 3/ \ y'' � - U.0 J � 2 9/37' --- i'daI_Na. WCA 20 PARI N2 NII .22 ('Mi lit, �W000 h 0 cpnsvl.nr+c %F D 2 - ovti 01OE/99 . SHEET: lYL'iCA1�ELE1'A1101:1_8:StLl240 . IMRK uai L9 -u2 acn 1, v t