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114 Wheatfield Cir - BR04-001338 (CELERY LAKES) (SFR) (A)PERMIT ADDRESS k, CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER Maronda Homes 1101 N Keller Rd., Ste F Orlando, FL 32810 407-475-9112 CRC 058496 ELECTRICAL CONTRACTC MECHANICAL CONTRACT PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION U\§X& I eAQ1.40 PERIvLIT #yA' e DATE 2 - 1 tr .0(f PERMIT DESCRIPTION 4SP f— PERMIT VALUATION , it LAO FLOOR PLAN 1/4' =I 1-011 0 0 rn ca r� 20'-0" r-_______-______________�_ t I t t t I WE—T E -Rn k ice -!Fj SLAB/PORCH LOCATION CHESAPEAKE 3 P/P 0 EV Q) Q j O SQUARE FOOTAGE A/C LIVING AREA 1625 GARAGE 414 '2 (454) COVERED ENTRY 59 TOTAL AREA 2098 TOTAL W1 2 GAR. 2138 o W N Q o a 5 8 Ot cro LU0 � a o mUjo z � cU:) 4 Q 4 1 � �0 4 GNERAL FLOOR PLAN NOTES- PROVIDE SAFETY GLAZING AT: ALL WINDOWS OVER BATH TUBS, xxxxNOTExxxx ALL EXTERIOR WALLS SHALL BE CONSIDERED SHEAR WALLS MINUS ALL WINDOWS WITHIN 24'OF A DOOR SWING. ALL INTERIOR ARCHES ARE TO BE STANDARD WITHOUT RAISED BANDS AL WINDOW AND DOOR OPENINGS, ALL SLIDING GLASS DOORS. &/OR KEYSTONES. ALL FIXED GLASS LITES OVER 30 SO.FT. EXTERIOR WALLS TO BE 8%'CONCRETE BLOCK N/ P,T,FURRING ALL LITELS WITHIN 18'OF THE FLOOR AND IF LARGER THAN 9 S.F. STRIPS IN A/C AREA. AL SHOWER ENCLOSURES. POT SHELF a 8'-4' INTERIOR LOAD BEARING WALLS TO BE 3/p WOOD FRAME WALLS. PROVIDE AFCls (aro-fault clrcult Interrupters) IN ALL DWELLING UNIT INTERIOR NON -LOAD BEARING WALLS TO BE NOMIMAL 3%' METAL BEDROOMS PER NEC,SECTION 210-33 STUD WALLS.UN.O.. THE PRESSURE RELIEF VALVE FOR THE HOT WATER HEATER WILL BE DISCHARGED OUTSlDE,BE AT LEAST 6'ABOVE GRADE AND ALL WOOD NOT'SEPERATEO FROM AND/OR IN DIRECT CONTACT WITH UNTRAPPED. . CONCRETE,,OR MASONRY SHALL BE 'PRESSURE TREATED WOOD' SEE LINTEL SHEET FOR LINTEL SIZES OVER WINDOWS AND DOORS. THE A/C DISCONNECT WILL BE LOCATED WITHIN 3 FEET OF THE PRECAST LINTELS BY CAST -CRETE. COMPRESSURE. ALL PLUMBING,ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE Al i rnuPnSrTF RFAMS .OVER WINDOW AND DOOR OPENINGS ARE TO roup) FTF INSPF('TFn n,vn APPROVFO RFFORF RFaUFSTING THE 0 EV Q) Q j O SQUARE FOOTAGE A/C LIVING AREA 1625 GARAGE 414 '2 (454) COVERED ENTRY 59 TOTAL AREA 2098 TOTAL W1 2 GAR. 2138 o W N Q o a 5 8 Ot cro LU0 � a o mUjo z � cU:) 4 Q 4 1 � �0 4 I L �IL 3 ul I� I KNEE SPACE w e „ • `K.f y I L �IL 3 ul I� I KNEE SPACE • `K.f O 53.404 STRUCTURAL WALL :SCHEDULEx STUD OVERTURN ANCHOR - APPLIED AT WALL TO SLAB TOP BOTTOM SHEARWALL W WALL /D CORNERS & BOTH SIDES OF OPENINGS OF STUD TO PLATE SHEATHING SIZE & SPACING PRODUCT BOLT TO SPECIAL PRODUCT SPACING PRODUCT SPACING TYPE NAIL SIZE GRADE CODE SLAB SIZE NOTES CODE CODE &SPACING Sl - SS 8' CMU 'xy HCDPL 8d RING SHANK NAILS y NOTE: TIB MEANS TOP AND BOTTOM S6 -58 2X4TOP '2 SYP I6" oc. J BOLT w/ 24' oc. EA. STUD %s' 058 3' oc. EDGES Q WEST PALM RT3 6'oc.FlELO q 4 TRUSS HARDWARE SCHEDULEI '. Q:' o TRUSS TRUSS QUAN. UPLIFT UPLIFT UPLIFT LEFT STRAP MID STRAP RIGHT STRAP , �. FASTENERS FASTENERS ,FASTENERS �� Q ID TYPE LEFT MID RIGHT TYPE MAX. TYPEUPLIFT TYPE MAX. ER sT 5 a' UPLIFT UPLIF 4 -PLY (2) — — Q A GIRDER 1 1621 1621 TA 18 2410 (to) 1od x t 12 TA /6 24/0 (to) Iod x,11,2' W �U3 HIP 1 1004 — 1026 TA 18 1205 ( t 0) 10d x IV — --- TA l8 1205 (10) t od x f i�2� 1p $1 .8 NM � 3RIP1 806 765 TA l8 1205 tto) tod x ti 2 TA t8 /205 (tot tod x ti�2' � GIRDQ�- Z�U Q r— — C HIP I 1008 — 1030 TA 18 1205 (tot todx t��2 TA 18 1205 ItUt 10d 11,2" V))�U W a r.n tz CI HIP 1 1008 -- lo3o J TA 18 1205 (to) tod x 142' — TA 18 1205 (10) tod x 11/' 41 4 a sr•2o4" l A t i - ' 2a�� o m Q p HIP 2 989 — 028 T 8 1205 (10) 1 Od x I �2 T A /8 1205 (t o) t od x t ,2 `:) LL_ ; . 0 3 E HIP 2' 988 — 1027 TA 18 1205 (10i t od x t',2" — TA TS /205 (to) t od x 11,2 � Q F HIP 2 987 ___ 1026 TA !8 /205 ito>: tUd x t��2 — — TA /8 1205 (to) tod x t��2'�cg-� SEE DETAIL ON DETAILS SHEET Q- 40-0 G HIP 1 984 __-- 1027 TA 18 1205 (10) tod x 11"2 — — TA /8 1205 (10) Iod x tIt2 Ly a f H GIRDER I 559 — 559 TA 18 1205 (t o) 1 Od x t ��2 . — — TA l$ 1205 (10) 10d x 1112 496 TA !8 " z S HIP ___ 2 - �- — -- TA /8 1205 tto) too x �,� ,` a v / 547 1205 (t0) lodx I� J COMMON 3 532 _ _ 566 TA 18 1205 (10) TA /B 1205 ( to) t od x t,2 Q g 9 o JI COMMON 4 531 — 473 JUS 26 1095 (4) tad: HEADER _ TA l8 1205 n o) tad x':11/2', �+ M U - (4) IOd TRUSS _ CJ J 3 MONO 1 515 _ 362 TA 18 1205 (i o ► t od x t 142' " — — ---- RCDP 475 ' ` i a i ad w � T TK MONO 3 , , 64 _ _ _ 1076 TA /8r,. 1205 ' 00)'tod x, t lit HTW24 ` 1530 (20) rod U Ll o S MONO 1 56 _ 1127 TA /8 1205 (10) tod x`i42" HTW04 /53Q (zo) tad . z S _ '- }`^ K2 MONO / 640 856 356 TA /8 1205 (10) 1O'd x 1112: TAlB 1205 (10) 1 o x 11,2 HTW24 1530 (20) 10d' �w R JUS 6 1 AN E S R K3 MONO / 493 _ _— 408 - TA 18 1205 (10) Igo x' 11129 — — TA /6 1205 (10) tad x .1!,2 u _ aW. K5 GABLE I 543 -- 590 LPTA 1250 FACE OF 10dGABLE I " T — LPTA 1250 FACE 1) 10d X rte " x _ N zx4(tttt0dxt�2 2xau1)todzt2 _ o (2) SKH 6 HANG S B (2) SKH26 HANG S L HIP JACK 2 ' 609 --- 591 TA l8 1205 (ta) tod x t)�2 -- — SKH .26 760- HEADER (6) 16d 00 JACK (fi) 10d X 1i GIRDER 1 397 - – 397 THD28-2 239Q FADER (28) 162 — THQ26-2 2390 HEADER (28) 116d ' NIP ,JACK 2 609 --- 591 TA /8 1205 lt0) todx tl�' Ln SKH 26 HEADER (s) tsd �` 2 76Q .JACK (6) tOd X t1�2 ; D 2-P O ____ TH028-2 239Q HEADERXF, 1281 16d 12 13 GIRDER` 1 584 -- 594 TA 18 1205 (t 0) 1 od x t �,2 R ( ) d W w VOLUME CEILING T l8 f) t x t��" - -- JUS 26 1095 (a) lad HEADER 4 E M END JACK 12 448 —=- 5/8; A 1205 t o od 2 — — (a► Tod TRUSS 12 „ 6 F 6 N CORNER JACK 2 419 — 520 TA l8 .1205 (t o) t od x 11,21 — - —,- IQd NAILS 3 g Q s. 0 CORNER JACK 2 420 446 TA 18 1205 (10) Iod:x It,2? -- ---- 10d NAILS 4 Q ODD PACE r G ; X P CORNER JAC Z 396 225 42 TA 18 1205 , (10) t oa x I t, d Q o ODD SPACE Z F 2 ."'. -- --- lOd NAILS 3 2 � `� X 8'-0 E I L I G 12 0 CORNER JACK 2 226 --- 125 TA l8 1205 ( t o) 10d x 1112' ----- -- --- !Od NAILS 2 2 ' Q 1 (n o - CORNER :JACK 65 TA 16 , s 4 E R 2 422 303 1205 (t o) t Od x t �2 IOd NAILS r S CORNER JACK 2 365 249 x t1,2M — lOd. NAILS 51 D 55 /205 (to) tod ---- — 3 — _ Qs 3 T CORNER JACK 2' 293 /8/ 4/ TA l8 1205 (to) tod x t�,z — — -- !Od NAILS M' rJ T 52 p A - 1 - o = CORNER JACK 2 157 -- 191 TA l8 1205 (to) 10d x t.,2 �. __ 4 10d NAILS 2` H T 53 B1- 3PLY VT 50A 2: TA !8 3 x V CORNER JACK 111 -- - 77 1205 (to) tod x t�,2 -- — — !Od NAILS 2 2 . ( �,7jrHD28-2 HANG Fes+, T 28-2 H G v 51A W HIP JACK 2 588 — 331 TA 18 1205 (to) tod x 1112' — — — TNJ26 /Q/Q IPtT)tOd-HEAOER(16)t6d J3 - JACK. 15) tOd Y,1112' /' 4 (W) Odx t1 TRUSS I 375 430 56 HHCP2 2 - — -- 4' ODD SPACE � 4V1 HIP JACK _ 675 (to) rad.. x tt�" PLATE 10d NAILS 2 . ,� � ' J K 11 - y END JACK 4 433 ` TA 18 — 4 \CEILL/re J1 356 52 1205 (t0) tod x I �2 — 10d NAILS 2 K Z. CORNER JACK .4 399 278 44 TA l8 1205 tIo) Iod x 11/2a -- ---- ---- 10d NAILS � � N J1 2 Maronda Systems 8'-D CEILING Zl .: CORNER MACK 4 — — — 2 5 Maronda Way' w K KNEEWAL r 287 a 10d NAILS 3 400 176 27 TA l8 1205 110) 1Od x t o . TO 11' 0 Ji 4 165 65 T TA /8 1205 (to) tUd x ��, --- -- lOd NAILS Sanford, FL 32771 K Z2 , CORNER JACK 2 0064 KNEEWALL 407) 321- .:.� T 0 11 - Q 55 HCDPL : 475 -- -- !od NA/LS 3 2 VOLUME CEI J CORNER JACK 3 33Q 190 (a) 8d f ,., 41.9d _ Z4 12 s o 4 CORN :JACK; 2 , 175 66 16 HCDPL 475 /Od NAILS 2 3 O R 4) UALLEr rRUss r , T SE LTW12 c 4 oa. (1) tod V 775 z F . K5 STRUCTUR FRA FIE M THJ26 HAN R J26 H G I 5M Apg7lfl H JOB NUMBER` : CHEK3 ' CUSTOMER =1'f JOB NAME,CHESAPEAKE K DRAWN BY fly' ` DATE* 11-4-02 BEARING 8'" LOADING _: 33osf 6'CONC. UNTEL wl fl) 15 REBAR, CONT. (GRADE 40) STANDARD HOOK FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462, ASTY, D 3161 MODEL *ZOYR CLASSIC AR ATTACHED wl (6) I%4' ROOFING NAILS PER STRIP or (2) 1 Y4' ROOFING NAILS PER INDIVIDUAL SHINGLE. ASPHALT SHINGLES MANUFACTURED BY OWENS-CORNING 26 WAGE GALV. STEEL 4x4 L FLASHING 7 77, 77, FILLED CELL (3000 psl CONCd W/ 05 REBAR, VERT. L LL '15 FELT PAPER, ASTM 0 226 TYPE lor ASTM 0 4869 TYPE 1, OVER SHEATHING TEMPORARILY FASTENED, LAPPED ,2' % W/ Vis' SHEATHING ' 8d NAILS: 6- O.C. EDGE & FIELD (3" O.C. (2 GABLE END TRUSS) W1 CLIPS ON, PRE-ENGINEERED TRUSSES C 24'0.C.(TYPd ROOF TRUSS ANCHOR SEE TRUSS LAYOUT MTL. DRIP EDGE OPEN BAFFEL R-19 NSUL, MIN. - VP CEILING BOARD V) 'j V, 7- ALUM. FASCIA Ob 2X4 SUB-FASCM PRE-ENGINEERED ROOF VENTED ALUM ;OFFIT,—I; TRUSSES a MAX. 241 O.C. 'A wl F -STRIP SILL SEAL OR SELF B'CONC.UNTEL BLK. NAILING PLATES wl (1) "5 REB AR, CONT (GRADE 40) SEE 05.REBAR wl 25" LAP ELEV GA IV4 11-12 GA 11 AND 6'UIN. EMBED. HIGH STRENGTH ROOFING NAIL' uj PRECAST LINTEL W1318'HEA D' EAD:6 IF TI 1st FLOOR SLAB SEE ELEVATION 5 FOR 'I -NAIL. 'T z. C=) EXTERIOR FINIS H 'T -N L A� THRU FASCIA -SOFFIT 84 CONC. BLOCK – INTO SUB-FACSIA cJ al EPDXY (A & 8) mix uu 5/U INSULATION Sr ILO cD FINISH GRADE DRYWALL ON DOWN RODREPAIR T. RRMISSED Y4 was OOBAE* fb&2OQAstr&at\mIsoddwnrod�dqn SCALEJ Y24 CONCiSIAB I 7 77, 77, 5; 'j V, 7- n7 r I IIIC PRE -ENGINES, SEE INFO Sh ATTACHMENT I rfu r- GABLE TRUSS V GABLE END 2X4 BRACING PER LADDER O.H. TRUSS ENGINEERING (UP TO 44' SPAN) 7/16'OSB SHEATHING COMMON TRUSS 24'O.C. USE 8d NAILS 3'0.�,EDGE & 6'O.C.FIELD ALL 2x4 SPF NAILER EDGES BLOCKED," WALL FRAME TYPE WALL WIDTHS SPLICE MEMBERS CONN. TYPE WOOD FRAME 2x4 (2) 2x4 !Od NAILS Q 6' ON CEN, 2x6 (2) 2x4 METAL FRAME- 2x4 ?2)2x4 34'SNEET PETAL SCREWS la 61 ON CEN. 2x6 (2)2x4 &iy& iv, !Qyl, "V. go low Y. " ,,. ,, , ., w V � ,.::,-. . r: ..... -,. - , ... s , i - t r. , .. y f,.;. i .. , ., �o . .` ', , . 4x,T�PcoNsLLTtlRoucH .eUert INTa>ecock: ::' ,NERS, SG'HEDULE USIN �GQM "11 T , ,_. . .;:..: . ,f I E. 2 ",FASTEN RS IN HE �R-JAMB I. NO 6) 6 HlG 26 : 4 FASTENERS IN EACH °SIDE 'JAMB ., — ,� W Q_:, . ��,. , H �. .F,O.WIDTH !S ,FROM JACK<TO SILL. ...2 - , f , ":'A�+h. f11iA/'?':"n: 0 C^.r,-IfR'A^ i' ql•f/!, .%,'Pt.'lAI/Pl ,.. .....��: i.I �..:.�:� �.: r.':..... - .1/� ';.,... ''fir �i�$f l.�+lnl.T '^nn1l�.: itll l�.�T'n. n/•'. -11 - `, e . ." f ," ,('�I'r—NUTZ) n -, PC gAmD :',N I, . 4 � 1 1NI U_fFAME. OPEN/NU. "IU_:A 1,114', , FASTENERS IN H AQER.' , $ °, ° C OR "8d /NGT:SHANK'i AILS' MAX,6� FRO . , ,, -r.VXC/Urrl IJ rinvM (u /v dr -M. , " M.I.O.IN" TH IS -FROM ,B, dCK TO BLOCK. l " A: ( JAMB '' FA TENERS N ` -` L x: 71 '.. ,l, a.. CORN RS,MAXIMUM, SPACING 24;QN CENTER, ,51 ,°24 -3T' X r t 3 �: . 81 S D,,: ASTENED WITH. 1, ,I, . f'ANH AQ'`A L� HOLES E WO Q,1, � u. . `2 ,�5, 3r x, q w . , , ;_. > . xe-5, 37 qX' 1 f, a . , . .' r,- t . _ ,, ... _. si a r R/ ',S. (Maa4.3� lF'C1� ,38 ; WINaOW � CH R : , R , ,.. x73/- 'u . ,('�I'r—NUTZ) n -, PC gAmD :',N I, . 4 � 1 1NI U_fFAME. OPEN/NU. "IU_:A 1,114', , FASTENERS IN H AQER.' , $ °, ° C OR "8d /NGT:SHANK'i AILS' MAX,6� FRO . , ,, -r.VXC/Urrl IJ rinvM (u /v dr -M. , " M.I.O.IN" TH IS -FROM ,B, dCK TO BLOCK. l " A: ( JAMB '' FA TENERS N ` -` L x: 71 '.. ,l, a.. CORN RS,MAXIMUM, SPACING 24;QN CENTER, ,51 Y M,O.HE/GHT /S FROM �1P OF. SILL TO- ;SQA ., �lI t3 'FA 1 c A. SID , JAMB , , ';;NOT WONT � 3 �: . 81 S D,,: ASTENED WITH. 1, ,I, . f'ANH AQ'`A L� HOLES E WO Q,1, � u. -_., PRECAST.. ., :, . .. . .. , . ., , . , .. . , , ;_. > . , ,, , a :. X ! AN MORS EVEF2Y OLE , . r SILIS/ : . C__ N . . I NT = ' W 1 N. I tDME (ON lS. ALWAY D .' r,- t . _ ,, ... _. si a r R/ ',S. (Maa4.3� lF'C1� ,38 ; WINaOW � CH R N NQS Y , UNIT OF' MEASURE }IS�`INCH. . - MA. 'FAST zQOUBLE MA. FAST.; SIZE SINGLE.'FA. FAST: DgUBI.E: 1.FA. FA�'T' , ., 4'-6 .. 26_11147, ,Y , , PRECAST "' ,. 26.4 X 25/q %, . 265t ;. . r 4,- .. 8 I r ,. f 3 ' 25 a `37 2 7 (70'1. II 63. i5: `` 1474 ' l 5 25%X 62 4 7 DOUQLE/ 4i#N IN00W.� ' 23,SH, 24,SN 24/5SH25> & SH26 GLASS ORS.6068YSAD. (7�R.OJ & 6080' S.GD. f171 R.OJ 5.3' . MAXAPN'G , 7674 .:. I.6 , ' _ .. (90'1 lK6 $ aX 76.. 7 767 '. 2i95 377 > 2`6. '74 Xr 3g r1,.... ... 4 q_ 2,5 23 .4'36 x :-37 7 73 X 37 , 4 2 4_ 2II T . , . ,. 5 ' 5 , ;;; o �; , .74 x 50 ' 2 5 ' 24 . 1- 7 73 X g 36 �(� 7 q a , 7 . z 56_ 2 5 °.T4: X 56 `:, .. 2;a,' s 24/5 `,' 361 ,,55 ` 7 73 X ,`5 : PRECAST f3:,* ` ' 5 : T4' 4k� 63 1 , 2,5 ., 25 361 x ;621 7 731 X 621 , 7 .11 . , _. ;. ,... ; ..1, X x,76 � 2 6 R 4 .. 2 O 6 ", .. 1 : 7 �: 73 : X ` 76" 2 36 �( 76 ; A 7 NR 7 72 ', :; ,E. . ; :,4 qx..., , < : 2,5 C2M6 36 ► ` -` L x: 71 7 X 7l 7 3/4 . a 7 , f " , , AL EXTERIOR WINDOWS S OR ARE. REQUIRED TO BE TESTED. !N ACCORDANCE WITH ANSI/AMMA/NWWDA;IO11IS2 STANDARD AND BEAR AN AM MA OR WDMA LABEL INDENT/FYlNG ': THE MANUFAOTU R R,PERFORMANCE CHARACTERISTICS- . PR r1rY .:,• AND AP OVED PR90UCF TESTING ENTITY. : _ - , , i' `35.11 ;, :. e 34 '' 'S� X 49 7 .._ w : 3 -. :. ... - , 52 x 62 7 36'. 36 2 X 76 . T. , , . :. �, .�: r': <. .._ ' ; ., , „ if :: ,.,, ::, ' ,. _ ... ., „ :I,:11I 1. , , N NQS Y , , .. F F FAST. A' AST. ., , 1 g, ..,. 8. 60 X . 80 , -., .:, -. r... , ,.: , 8, 6Q68 72' X4 .8C 8 , 8 0 X_ 6 , 8 6 3 . „ , ,, . . '_ "` AV SAF€ GR liY GADS FORa �' PRECAST &PRE { SSED U•UNT ' � STR� _ ELS , , ' , . . . SAF LOAD , , L&IUNEAR FT, WINDOW & . lYP MO'S F R C .U.W S I DOW ,,,DOOR . E ,. 0 �! A(,L . W! ROUGH OPENING WIDTHS :. UNTEG MAX, SPANS LENGTH TYPE' . 8G8,• or"a . . _;8�11N 1H2,1H3IN51H6.& 2�':.00TAGO WINDOWS I 1,, (27 V-4 RAJ:, '" . I . 2' 8 MAXAPN G . 4'4' (48' 1, ,. PRECAST,, .-: ,,:$ ,. , 2029 , 3467 , 6039 : ,S 2415. 2 �S ." ; , ALSO M025., MF. RNDS. (37: 3/4'RAJ , 3,_2' MAX.OPN'G , ., 4'-6 (54') , PRECAST "' : ; 1651 265t ;. so39 SH , ASH- 35�SH 36,& 4068 S.G.D. : l54' R.QJ . 4'-6' � MAX.OPN'G 5' -IO' (70'1. PRECAST ' . ^ 972 1474 ' 4144 ; DOUQLE/ 4i#N IN00W.� ' 23,SH, 24,SN 24/5SH25> & SH26 GLASS ORS.6068YSAD. (7�R.OJ & 6080' S.GD. f171 R.OJ 5.3' . MAXAPN'G , , , °7 6 (90'1 PRECAST 767 '. 2i95 2s10 -_' SINGLE GARAGE R 8070 011.DR. S N LE D , (9fi' RAJ 8' 0' MAXAPN'G 9 4' - (112'1 PRECAST y73 ; 1469 18�a' TRIPLE WINOOWS SH 23SH 24,SH 24/5,SH25 & SH26 ALSO FOR USE 'OF =6AY' WD;SPAN 8'-8' OPEN'G (Nl 3/4' R,OJ 9'-4': MAXAPN G 10' 6 (126) PRECAST 4 56 1125 1514 - 0 AG OR.Ib70 Oil: R (192` RAJ /6' 0" MAX PN'G A 17'-4' (208') PRESTRESSED ' N ' R NR s. , .. . .4962:. . , ,. -, .. < L ; .. �: . ; „ :. :' x SAFE GRAY X10 OR 8 PR SAS r ,(TY r! Q S � W/ 2 R . 11; DOOR U—LINTELS E'�SS.< SAFE 'LOAD Lbs/LINEAR PT.- , DOOR ROUGH OPN'GS (U LENGTH TYPE 8RU6` 9RFI408' erut¢i$: 2' 0' TO 3 0' RA. 4' 4 l52'1 "PRECAST, , 1489 Me' •, 4962 ,_ -` 3 N TO J'-'' RA - 4-6 (54,'} �PR �AS,r` 1357 . 2714', 3'-3' TO 4'=4` RA. 5 8' (689 -'' PRECAST 785 1550 4074 -„ .�,:< , 4-5 TO 4'-6 RA. 5'-10' O' ECAS , 5, f449 :',. ,. fan , q r- �. e: 47T454'R.O,. 6' 8' (80'1 PRECAST .r ,... 822 _ 2933 `. 29 3 3 ... : ,". . 5'-5' 0 5'-2' R:Q, T ,.. 's - 7'-6' . - (907 PRECAST - 665 2252. ' 297. i N . ! F . 4N CN R NY7 9 M4I I'll 1.$ ! �( t , A N E , . n t r R E CQ T OR N r N 4T s r f' r �: ,., .�._r FQfi l '—fRH SIZE$ ,S I / S: �S N SE DAN" i 1 1, , , .,., > ,: 1 ' . ,' I,, a I. 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NN FGG , E E 1. : ., _ : . , > ,. , ... �. � G R f1N lAOR . s P _ , , , a e , ,. ': e i n . ::.. , t .. , ...:.. ,.. - -.:: , r r %' _ ,, , ,. t.. .., „ �, .. „. :,,, � to ,- r kW I MB E �tl E M , F r �l NT lr NT , i f Q �4 f A ,f�t5 V. Y t r rs, '.� t > : �� 4 . .3 TAP 0 S >. _ 1 G A I* �.., /4. _ a i:. . ,,,:.«. ,. ,. .. .... �, .. -y. n i. ) :e:,',F :ia x r ' , 1... , 5 n 9 i - .. .:, .f: . v.F n. .,.... x.:r.. v. - .. ... J K OR A o. Q - ,, L..,. I Ff f f ... , ,1. _ VY( p 1/ R:.. ..,.. 0 C P 1+N R. 0 AI R GN _. r ., �tS E E 14 � , „ . _ .. .. , , ,. r K ^ .T . o U o r , (� ,.:-�._ . s . , 4 £.. ,.. . 1 4' ..'r ST . , H .. a L.I ��p Y . 1... l. ..., .. .; .. .: . .... (. ., r,. ... .. ,. -. .. ,. .. �. a ,. ,.,. . c. sruna•eun .lecxs.r ... ... .... :.. .._ ,, ,s- ._ .. .. .. (71` . nR. INSTI�{�ATri,�. r�Al�.l�. . ,�... ._.,..._ ,, ... .. , . ,> .n. .... � 7 tf 4j £ 1 Y t Y } f IF4 " 4r { ir ' 11 11— t s { fr U ., k r z t x , q 4.. .. .... ,- - , ,.. ,_ a.. SxY ,ki ,'.F1 t , r to t ik ., t..... ..,., t� .. ELECTRICAL CALLS. MODEL: CHESAPEAKE 3-BED 3 TON A/C 1625 SO/FT LIVING AREA TABLE 220-30 LARGEST LOAD -A/C 36 AMPS 0 240 VOLTS - 8640 V.A. icgg cn/FT Ri i VA rFNFRAI I IGNTING- 4875 i { WEATHERHEAD !31.2/0 AL M, r 2' RIDGID RISER — O i METER CAN OR �f METER/MAIN 150 AMP WHERE REQUIRED INSIDE PANELLn lJ •4 BARE COPPER g • = , =I io N \\ I I I o — — — w 8'-O'YIN. SPACING — — — — —� v o CL ID x _ N 11 m „% N 0 0 w w 0 - REVISIONS : N Qc 2002 MARONDA HOMES. �.1�RANDEX �oPr�rcxT WINDOW DETAILS RELEASE ©ATE. (4071 321-0064 arondaHomes 9005RONDA WAY SANFORD, FLORIDA 2i AUG -200 IGdd2_-30 pir-vndexk-dZdgn 3TlG"t� `TAPCQN-:WITh`- AMIN. ,I J14" Ad1N. EMBEDMENT - l.NFO NOTES: CONCRETE: SSE-EL.EVATJON 11 ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5' .FOR ANCf�OR'"SPACING_ . OR T6 WITH TYPICAL WALL THICKNESS OF 0.062". All FW FASTENERS � ARE SIO R.H.S.MS 2) TN15 DRAWING IS VALID FOR ONLY THE INSTALLATION OR Sd RING SHANK OF 437 NORANDEX PRODUCTS. � NAILS WITH 1-I/2" O MIN EMBEDMENT 31 THE RESPONSIBILNK ITY FOR SELECTION OF NORANDEX a, 4 , - INTO 2 BY BUCK PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS. � 53-I/8" BUILDING CODES. ORDINANCES OR OTHER SAFETY Q q q ,� • .•a REQUIREMENTS REST SOLELY WITH THE ARCHITECT, O - 24" O.C. BUILDING OWNER OR CONTRACTOR. +� MAX TYP 4) INSTALLATION NODS ARE FACTORY PREPUA+CHED TO � O MANUFACTURERS' RECOMMENDATION MAX SPACING _ FROM CORNERS AND TYPICAL 24'0.C.. 0 5) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS,AVD MAY VARY DEPENDING ON SIZE. � 61 a PRESSU.?E TREATED W�JGCEh BUCK OR MARBLE SILL SHALL BE ADDED UNDER THE PRODUCT TO Z V � � 437 Fjz�n wrNtx�W 27" R FULLY SUPPORT UNIT. THIS SUPPORT AND BE MAX FIRMLY ATTACKED INTO MASOhARY A140 SUPPORT =..Q Typ l/ THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED v BY OTHERS). 7) SHIMS ARE OPTIONAL, MAX. SHIM STACK 1/4". 81 THE WINDOW SIZES SHOWN ARE rLf�,XIMUM SIZES = AND INSTALLATION DEATIL INCLUDES OTHER SIZES UP TO MAXIMUM SIZE. _ 9) WOOD BUCKS NOT BY NORANDEX MUST SUSTAIN >C � IMPOSED LOADS. CONTRACTOR /S RESPONSIBLE W SELF STACKING DETAIL-A W 3 S - SILL FOR MAINTAINING STRUCTURAL INTEGRITY OF THE OF THEWINDOW OPENING AND ANY WOOD FRAMING 10 > W � AROUND WINDOW HEADER. X10 X%° PN " 1 , i r� a � PAN HEAD "7-EIC 437 SINGLE �NG WINDOW 437 SINGIF�\n\rG �vrN�v DESIGN PR�5$,URE =x45 PSF " SELF STACKING PX 3 VERTICAL Sl(1 MULLION tXFLA-26-1i � a � v� SEE. DWG MAR-Qj 002 - . FOR INSTALLATION 10 F.N.SMS. OR Sd RING SHANK NA1LS o TC-3/.4" W/I-I/2° M; N. EMBEDMENT � • SEE ELEVATION FOR U ANCHOR SPACING. z � a SEE NOTE 6 ti z o - W N � 24' O..C. sasrr SASH - 2 BY BUCK SHALL BE � � MAX TYP SECURELY FASTENED TO TRANSFER LOAD TO ALT. HEADER SECTION STRUCTUAL SUBSTRATE. ALL SN FASTENERS 7-YP.2 BY BUCK o ARE �!0 P.H. F.H. � p� p p p • s.Ms. oR ad Rl/vc Q - 6TYP SHANK NAILS WITH � ` Ia/2° EMBEDMENT INTO 2 BY Bucx HEADER_ .AND SILL SECTION WA DAVIS JR. P.E. � � o "T i'P: I. BY BCiCK � FL. REG. ENG.' 25539 � - - 74• DATE. 8123102 - * ;JO J;' I-3/4" PtI. S.MS OR ' 8d . RING SHANK -NAILS W/1-1/2' +�dlN. NOTES: • •;-£>tilBEDtil.ElVT SE'E ELEVATION FOR 11 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 ALL FW FASTENERS , OF 437 NORANDEX PRODUCTS. � - ARE �`l0 R.N. S.MS Q OR Sd RING SHANK 3) THE RESPONSIBILITY FOR SELECTION OF NORANDEX O k NAILS WITH 1-1/2" PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS. MIN EMBEDMENT - rxxrecF' INTO 2 BY BUCK � 24" O.0 MAX TYP BUILDING CODES. ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, O q a �� BUILDING OWNER OR CONTRACTOR. TO � � Z 4)JNSTALIATION HOLES ARE FACTORY PREPUNCHED • � MANUFACTURERS' RECOMMENDATION MAX SPACING 6" Z Q � _ � - FROM CORNERS AND TYPICAL 24'0.C.. c� 5) GLASS THICKNESS BASED ON ASTM E 1300 GLASS W CHARTS, AND MAY VARY DEPENDING ON SIZE. � � Z • HEAD FLASHING 437 FIX�D WINDOW 6) SHIMS ARE OPTIONAL MAX. SHIM, STACK l/4'. q � (� � 8Y OTHERS 2T R 7J THE WINDOW SIZES SHOWN ARE MAXIMUM SIZES � W Z N �-. -ISE 6, MAX 7YP AND INSTALLATION DEATIL INCLUDES OTHER SIZES � � UP TO MAXIMUM SIZE. d' SJ WOOD BUCKS NOT 6Y NORANDEX MUST SUSTAIN . IMPOSED LOADS. CONTRACTOR IS RESPONSIBLE - FOR MAINTAINING STRUCTURAL INTEGRITY OF THE OF THEwrNDOw OPENING AND AIVY WOOD FRAMING AROUND WINDOW HEADER. • SELF STACKING oEr-ac-a DESIGN PRESSURE =x45 k ti A 10 X l-3/4" PN. S.MS. �--- W � 3 SELF STACKING SILL OR 8d RING SHANK NAILS Q o "!0 X 3/4° PH j '7-Eh�'" 437 SINGLE HUNG WINDOW W/1-1/2" MIN. EMBEDMENT t� Z PAN HEAD 43l SINGLE NUJJG. \NIXhY SEE ELEVATION FU1=Y �' ANCHOR SPACING. � 2 W lz ' k Q � � .,• til I" X 3" VERTICAL � o �.� MULLION tXFLA-28-IJ ti � _ SEE DWG MAR -001 O�BLE � 76-3/4` � o z � FOR INSTALLATION — o 10 X 1-314" P.H. S.M.S. � _ OR 8d RING SHANK HALLS cn � " - W/1-I/2"M/N.EMBEDMENT � SEE ELEVATION FOR a ANCHOR SPACING. � HEAD FLASHING o BY OTHERS � 24'0.C. SASH sAsx � w MAX TYP . ALTO FIN ATTACHMENT - UNDER SHEATHING �� - &" MAX _ ALL SH FASTENERS 4 TYP ARE fi!0 PN. FN. � S.MS.OR Sd RING SHANK HALLS WITH 1-//` EMBEDMENT `: - -• 74" INTO 2 BY BUCK W ADAVIS JR. P,E. SILL SECTION, - - _ .. • - - FL. REG. ENG.* 25539 $tiCK: _ _ _ DATE. 8119102 i � o via v - * ;JO J;' I-3/4" PtI. S.MS OR ' 8d . RING SHANK -NAILS W/1-1/2' +�dlN. NOTES: • •;-£>tilBEDtil.ElVT SE'E ELEVATION FOR 11 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 ALL FW FASTENERS , OF 437 NORANDEX PRODUCTS. � - ARE �`l0 R.N. S.MS Q OR Sd RING SHANK 3) THE RESPONSIBILITY FOR SELECTION OF NORANDEX O k NAILS WITH 1-1/2" PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS. MIN EMBEDMENT - rxxrecF' INTO 2 BY BUCK � 24" O.0 MAX TYP BUILDING CODES. ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, O q a �� BUILDING OWNER OR CONTRACTOR. TO � � Z 4)JNSTALIATION HOLES ARE FACTORY PREPUNCHED • � MANUFACTURERS' RECOMMENDATION MAX SPACING 6" Z Q � _ � - FROM CORNERS AND TYPICAL 24'0.C.. c� 5) GLASS THICKNESS BASED ON ASTM E 1300 GLASS W CHARTS, AND MAY VARY DEPENDING ON SIZE. � � Z • HEAD FLASHING 437 FIX�D WINDOW 6) SHIMS ARE OPTIONAL MAX. SHIM, STACK l/4'. q � (� � 8Y OTHERS 2T R 7J THE WINDOW SIZES SHOWN ARE MAXIMUM SIZES � W Z N �-. -ISE 6, MAX 7YP AND INSTALLATION DEATIL INCLUDES OTHER SIZES � � UP TO MAXIMUM SIZE. d' SJ WOOD BUCKS NOT 6Y NORANDEX MUST SUSTAIN . IMPOSED LOADS. CONTRACTOR IS RESPONSIBLE - FOR MAINTAINING STRUCTURAL INTEGRITY OF THE OF THEwrNDOw OPENING AND AIVY WOOD FRAMING AROUND WINDOW HEADER. • SELF STACKING oEr-ac-a DESIGN PRESSURE =x45 k ti A 10 X l-3/4" PN. S.MS. �--- W � 3 SELF STACKING SILL OR 8d RING SHANK NAILS Q o "!0 X 3/4° PH j '7-Eh�'" 437 SINGLE HUNG WINDOW W/1-1/2" MIN. EMBEDMENT t� Z PAN HEAD 43l SINGLE NUJJG. \NIXhY SEE ELEVATION FU1=Y �' ANCHOR SPACING. � 2 W lz ' k Q � � .,• til I" X 3" VERTICAL � o �.� MULLION tXFLA-28-IJ ti � _ SEE DWG MAR -001 O�BLE � 76-3/4` � o z � FOR INSTALLATION — o 10 X 1-314" P.H. S.M.S. � _ OR 8d RING SHANK HALLS cn � " - W/1-I/2"M/N.EMBEDMENT � SEE ELEVATION FOR a ANCHOR SPACING. � HEAD FLASHING o BY OTHERS � 24'0.C. SASH sAsx � w MAX TYP . ALTO FIN ATTACHMENT - UNDER SHEATHING �� - &" MAX _ ALL SH FASTENERS 4 TYP ARE fi!0 PN. FN. � S.MS.OR Sd RING SHANK HALLS WITH 1-//` EMBEDMENT `: - -• 74" INTO 2 BY BUCK W ADAVIS JR. P,E. SILL SECTION, - - _ .. • - - FL. REG. ENG.* 25539 $tiCK: _ _ _ DATE. 8119102 .750 TYP * 10 X 1-314' P.H. S.M.S. OR 8d RING SHANK NAIL W11-110 MIN, EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. HEAD FLASHII BY OTHEf 0 0 I t ALT. FIN ATTACHMENT 10 X 1-314° PJ -1. S.M.S. UNDER SHEATHING 1 OR 8d RING SHANK NAIL W11-112'MIN-EMBEDMENT SEE ELEVATIbN FOR ANCHOR SPACING. WINDOW WIDTH T \/ !-1 1 A! 1 r-) l" r— /%T l /l A t WINDOW FASTENER SCHEDULE DWENSIONS rf NO. ANCHORS NO. ANCHORS WIDTH HEIGHT HEADISILL JAMB (INCHES) I (INCHES) , SEE NOTE 6 , =35 -45 =60 -55 -45 -60 CD J I(PSF) (PSF) (PSF) (PSF) (PSF) (PSF) Z j — F— 2 2 2. 2 2 i r 2 = 26-1/2° 26' 2 2 2= 12-T212 (� 15J-118. I _ 1� 3 3= 1 2 1 2 1 2 1 Z� (f) 191/8" 2 1 22=� G I 3 �� cl_- 1266-11-2' - 38-114" 2 1 2 2= 2 3 3 -0 �I 2 3 3= 2 3 3 � 53-//8` ! J � Y � 2Y 2 2 3 3 \4- 50-518- 50-518" 1-=1 2 2= 1 3 3 3 5 x118'3 3 3= 3 1 3 _3_ 19-1/8" -- 1 2 1 2{ 2- 1 3 1 3( 4 1 26-112' 63' 2 2 2= 3 3 4 37' 3 3= 3 4 53--118' _ + 3 J. 3� 3 �4 c� X 119-1j8' 2 1 2 1 2=� 4 1 4( 5 Q y N 26-112' 76-314` 2 2 2= 4 4 5 0 w Z W; 37' 2 3 3- 44 5 tq 53-118` _ �3 �3 3- 4 4 1 5 o W j Q oW MAX.UNrT WIDTH 41 TYP. AT HEAD/5111 J Q Qi x c Q "4" MAX SHIM —4— O W UUU f- HAML C 'TIONAL (BOTH JAMBS) NOTES: I) SHIMS ARE OPTIONAL. MAX. SHIM STACK 114'. 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.062°. 3) USE HIGH QUALITY CAULK BEHIND WINDOW FLANGE. 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS,AND MAY VARY DEPENDING ON SIZE. 5) T HE ' RESPONSIBILITY FOR SELECTION OF NORANDEX a 10 X 1-314" P.H.S.M.S. PRODUCTS TO MEET ANY APPUCABLE LOCAL LAWS, OR 8d RING SHANK NAIL BUILDING CODES, ORDINANCES OR OTHER SAFETY SBL W11-112'MIN.EMBEDMENT SEE REQUIREMENTS REST SOLELY WITH THE ARCHITECT, AELEVATION FOR ANCHOR SPACING. BUILDING OWNER OR CONTRACTOR. B HEADER AND SILL SECTION WOOD FRAME 6) NOTE - INDICATES THAT EQUAL FASTENERS AT HEAD AND SILL ARE REQUIRED. 7) WOOD BUCKS NOT BY NORANDEX MUST SUSTAIA+ IMPOSED LOADS. CONTRACTOR IS RESPONSIBLE WA.DAVIS JR. P.E. FOR MAINTAINING STRUCTURAL INTEGRITY OF THE FLREG.ENG_� 25539 OF THEWINDOW OPENING AND ANY WOOD FRAMING 8120102 AROUND WINDOW HEADER. * 10 F.H.S.MS.WITH A NOTES: MIN.1-1/2'MIN.EMBEDMENT O SHIMS ARE OPTIONAL, MAX. SHIM STACK 114'. 5116° TAPCQN WITH A SEE ELEVATION FOR 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 eirer' J_1 iAa JI/Al c„ = nliC-Arr AAlj­PnR (ZpACING. OR 16 WITH TYPICAL WALL THICKNESS OF 0.062". 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. 5) THE RESPONSIBILITY, FOR SELECTION OF NORANDEX PRODUCTS TO MEET ANY APPUCABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, -� BUILDING allIVER OR CONTRACTOR. 0 6)A PRESSURE TREATED WOODEN BUCK OR MARBLE SILL SHALL BE ADDED UNDER THE PRODUCT TO >< FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE FIRMLY ATTACHED INTO MASONARY AND SUPPORT z THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED cn BY OTHERS). 7) CONCRETE COMPRESSIVE STRENGTH = 3,000 PSI AT 28 DAYS. 8) EQUAL FASTENERS AT HEAD AND SILL ARE REQUIRED. DEADER SECTION YPo 2 BY BUCK 3116 TAPCON 2 BY BUCK SHALL BE W1I-114' MIN. EMBEDMENT SECURELY FASTENED TO SEE ELEVATION FORTRANSFER LOAD TO FOR ANCHOR SPACING. STRUCTUAL SUBSTRATE. CALL SIZE WIDTH4 A - p ' .'IV 1131' BUCK r (i , , / -4 114' MAX SHIM TYP. JAMB SECTION OPTIONAL (BOTH JAMBS) . l BY / 2 BY BUCK �— SEE NOTE 6 FADER AND SILL, SECTION TYP. /BY BUCK NIVROVIIALN "421 1 WINDOW DETAILS, RELEASE DATE: n . MAX 1� 2 N 0 MAX 6, 2401. 'MAX FASTENER SCHEDULE WIDTH (INCHES) HEIGHT (INCHES) DETAIL -A NO.ANCHORS JAMB =35 AND -45 (PSF) (PSF) 19-118' 26" DET AIL -C SASH AF DETAIL -8 2 37' WINDOW DIMENSIONS FASTENER SCHEDULE WIDTH (INCHES) HEIGHT (INCHES) NO. ANCHORS HEAD SEE NOTE 8 =35 AND =45 (PSF) (PSF) NO.ANCHORS JAMB =35 AND -45 (PSF) (PSF) 19-118' 26" 2 2 26-112' 2 2 37' 2 2 53-I/8" 3 2 19-1/8' 38-114' 2 3 26-IIZ 2 3 37' 2 3 o _ t y6L_ 19-118' 50-5/8' 2 3 26-112" 2 3 37' 2 3 53-118" 3 3 19-118' 63' 1 2 4 26-112' 2 4 37' 2 4 53-118' 3 4 19-1/8" 2 5 26-112'76-514' 2 5 5 53-118' 3 5 10 F.H. S.MS. W/1:1/2' MIN. EMBEDMENT SEE- ELEVATION FOR ANCHOR SPACING. t COf YRIGHT2002 MARONDA HOMES O .i<. ✓w.i ' akx. iii.: Howe s Y: (407) 321 AO64 4005 MARONDA. WAY SANFORD, FLORIDA REVISIONS : O TYP. AT HEAD/571L E i � 240a MAX E � MAX DET AI L-A U Q kt o r vi DETAIL -C t O knn SASH fill N o DETAIL -B t t y6L_ m t COf YRIGHT2002 MARONDA HOMES O .i<. ✓w.i ' akx. iii.: Howe s Y: (407) 321 AO64 4005 MARONDA. WAY SANFORD, FLORIDA REVISIONS : O 0 i � y W � 3 Q o U Q kt o vi M 2 r\ wo O knn � 0 2 O Q i � y W � 3 Q o N W Wim Q kt o vi M 2 r\ O knn V w z 2 O Q i � y W � 3 Q o M J Q kt o vi M 2 r\ 2 O Q 0 0 o � w z m a v 3 ago v m (Z) 3/I5 0 x 2-J/4' TAPCON THRU /BY BUCK. (SHOWN) ;v WITH A I-ilr MIN.EMBEDMENT INTO MASONRY. - SEE ELEVATION FOR ANCHOR SPACING. (2)1110- - x 1 3/4` FH SMS INTO 2 x BUCK SEE E ANCA ELEVATION FOR OR SPACING. FLASHING PAN BY OTHERS. o WATER TIGHT ON 3 SIDES. CAULK THROUGH SCREW HOLE TO SEAL PAN PRIOR 2 TO SCREW INSTALLATION O (2)1110 x 1314 -PH -SYS INTO 2 BY Z ' BUCK WITH I-1/2'M/N.EMBEDUENT. Z SEE EL -NATION FOR ANCHOR SPACING. 2 BY BUCK SHALL BE SECURELY FASTENED TO OPTIONAL TRANSFER LOAD TO BY STRUCTUAL SUBSTRATE. W OD BUCK CALL WIDTH (CS . Z • =`Z STEEL REINF. ALL 10` PANELS & 1160.0 D.P. J116* 7 ENPERED GLASS (XXJ SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DIMENSIONS DESIGN LOAD CAPACITY FSF w1DTH (hVCHES) HEIGHT (INCHES) POSITIVE NEGATIVE 200-314" 80, ( 46 46 152-314' 46 46 99S 46 46 152-31-C 80" (3) 575 575 116-314" 575 575 75-1/2' 575 575 200-314' 96, ( 45 45 152-.314' 45 45 99.5' 45 45 152-314' 96' (3) 48-9 483 116-31-C 535 535 75-112' 53.4 55.4 114' TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DIMENSIONS DESIGN LOAD CAPACITY-PSF WIDTH (INCHES) HEIGHT 1INCHES) POSITIVE NEGATIVE 200-314' 80, ( 667 69.4 152-314' 667 69.4 99S 667 69.4 152-314' 80' ( 3) 667 77.4 116-314' 667 835 75-l/2' 667 83.6 200.314• 96, ( 60 60 152-31-P 60 60 995' 600 60 152-314' f 31 65-3 653 11&314r 66.7 713 75-112' 66.7 73 9 NCL* IN PARENTHESIS INDICATES PANEL WIDTH IN FEET. (2) 31/6'0 x 2-314' T YF. JAMB SECTION wooD SHIM (SHOWN)ORLL — DESIGN LOAD STEEL REINF. TAPCON OR MIAMI WIDTH O L !0' PANELS -tet W ��o i X0.0 DP_ 71 FASTENERS. Q a j MIAMIDADE APPROVED CONC. FASTENER wlOrH SEE ELEVATION FOR ( 3 0 Q 45 ANCHOR SPACING. Zo W P m I) SHIMS ARE OPTIONAL,MAX. SHIM STACK 114'.FRAME Q: 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5ML OR T6 WITH TYPICAL WALL THICKNESS OF 0.062". Z t, 4) GLASS -THICKNESS- BASED ON ASTM E 1300 GLASS PANEL PANEL CHARTS, AND MAY VARY DEPENDING ON SIZE. � r MLE � U E• 5) THE. RESPONSI81LJTY FOR SELECTION OF NORANDEX BUILDING CODES, ORDINANCES OR OTHER SAFETY WE AS cl- � Q c REQUIREMENTS REST- SOLELY WITH THE ARCHITECT, LeT '""w BUILDING OWNER OR CONTRACTOR. fat 3O3 Q:N� 6) CONCRETE COMPRESSIVE STRENGTH = 3,OOo PSI `J y _ � AT 28 DAYS. . 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO HEADER AND* -SILL SECTION _kAX tUrt Q MANUFACTURERS' RECOMMENDATION • SPACING 6" "P FROM ..CORNERS. 9` AT JAMBTOP AND TYPICAL 18" OC. % o BY BUCK(.28Y2) TYPICAL Et�Vtu /ON O � � NCL* IN PARENTHESIS INDICATES PANEL WIDTH IN FEET. (2) 31/6'0 x 2-314' T YF. JAMB SECTION wooD SHIM (SHOWN)ORLL — DESIGN LOAD STEEL REINF. TAPCON OR MIAMI WIDTH ' MIN RECESS i AFTER I BY 2 BY BUCK 114° MAX SHIM L !0' PANELS DADE APPROVED CONC. V o ��o i X0.0 DP_ 71 FASTENERS. Q a j MIAMIDADE APPROVED CONC. FASTENER wlOrH SEE ELEVATION FOR ( 3 0 Q 45 ANCHOR SPACING. Zo W P m (Zi IV x 1-314 PH -SMS INTO 2-13Y BUCK OR (2)31J6`Q, x 2 3/4'TAPCON THRU 18Y 8UCK.(SHOWN) (2)1110 x 1-3/4A FH -SMS INTO 2 x BUCK WITH A 1114" MlAr. EMBEDMENT INTO MASONRY_ SEE ELEVATION FOR ANCHOR SPACING. 2 BY WOOD BUCK TYf a HORIZONTAL SECTION I BY / 2 BY BUCK WOOD' SHIM (SHOWN) OR MUD TRACK AS REQUIRED. MIN RECESS I' AFTER INSTALLATION. (2) 3116'0 x 2-114" TAPCON OR MIAMI RADE APPROVED CONC.FASTENER Q?A SEE ELEVATION FOR ANCHOR SPACING. NOTES: {- I) SHIMS ARE OPTIONALMAX. SHIM STACK 1140. I 2) ALL ALUMINUM EXTRUSIONS ARE ALL!JY 6063-75 m (XX) SLIDING GLASS DOOR T YF. JAMB SECTION wooD SHIM (SHOWN)ORLL FRAME DESIGN LOAD MUD TRACK AS REQUIRED. CAPACITY-PSF WIDTH ' MIN RECESS i AFTER I BY 2 BY BUCK 114° MAX SHIM 11,•1 ANN Lo INSTALLATION. OPTIONAL (BOTH JAMBS) ��o k) W� (2) 31VO x 2-114" TAPCON .OR a j MIAMIDADE APPROVED CONC. FASTENER wlOrH aww Lo Q SEE ELEVATION FOR ANCHOR SPACING. 45 NOTES: I) SHIMS ARE OPTIONAL,MAX. SHIM STACK 114'.FRAME Q: 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5ML OR T6 WITH TYPICAL WALL THICKNESS OF 0.062". 3) USE HIGH QUALITY CAULK BEHIND DOOR FRAME. X X t, 4) GLASS -THICKNESS- BASED ON ASTM E 1300 GLASS PANEL PANEL CHARTS, AND MAY VARY DEPENDING ON SIZE. � r MLE � U E• 5) THE. RESPONSI81LJTY FOR SELECTION OF NORANDEX BUILDING CODES, ORDINANCES OR OTHER SAFETY WE AS cl- � Q c REQUIREMENTS REST- SOLELY WITH THE ARCHITECT, LeT '""w BUILDING OWNER OR CONTRACTOR. fat 3O3 Y U 6) CONCRETE COMPRESSIVE STRENGTH = 3,OOo PSI `J y _ O AT 28 DAYS. . 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO HEADER AND* -SILL SECTION _kAX tUrt Q MANUFACTURERS' RECOMMENDATION • SPACING 6" "P FROM ..CORNERS. 9` AT JAMBTOP AND TYPICAL 18" OC. % o BY BUCK(.28Y2) TYPICAL Et�Vtu /ON (Zi IV x 1-314 PH -SMS INTO 2-13Y BUCK OR (2)31J6`Q, x 2 3/4'TAPCON THRU 18Y 8UCK.(SHOWN) (2)1110 x 1-3/4A FH -SMS INTO 2 x BUCK WITH A 1114" MlAr. EMBEDMENT INTO MASONRY_ SEE ELEVATION FOR ANCHOR SPACING. 2 BY WOOD BUCK TYf a HORIZONTAL SECTION I BY / 2 BY BUCK WOOD' SHIM (SHOWN) OR MUD TRACK AS REQUIRED. MIN RECESS I' AFTER INSTALLATION. (2) 3116'0 x 2-114" TAPCON OR MIAMI RADE APPROVED CONC.FASTENER Q?A SEE ELEVATION FOR ANCHOR SPACING. NOTES: {- I) SHIMS ARE OPTIONALMAX. SHIM STACK 1140. I 2) ALL ALUMINUM EXTRUSIONS ARE ALL!JY 6063-75 m g ST.O WIQlH / y 5AME S WIE AS 9iL m X X PANEL PANEL IN FBC R — FHC-0T1 (2P2) TYPICAL ELATION 3/16 TEMPERED GLASS (XX) SLIDING GLASS DOOR to M FRAME DESIGN LOAD t1T 2 CAPACITY-PSF WIDTH HEIGHT 11,•1 ANN Lo "�� o a o ��o k) W� o ��a a j 45 aww Lo Q 45 45 � Q: t, z U m cl- g ST.O WIQlH / y 5AME S WIE AS 9iL m X X PANEL PANEL IN FBC R — FHC-0T1 (2P2) TYPICAL ELATION 3/16 TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DESIGN LOAD DIMENSIONS CAPACITY-PSF WIDTH HEIGHT POSITIVE NEGATIVE (INCHES) (INCHES) 10 16 70 80 (3) 45 45 144-118' 45 45 No.* IN PARENTHESIS INDICATES PANEL WIDTH IN FEET. (2) 3/160 x 2-314' TAPCON OR MIAMI 1 BY WOOD BUCK DADE APPROVED CONC. FASTENERS. SFE ELEVATION FOR ANCHOR SPACING_ if 114" MAX SHIM OPTIONAL h3OTH JAMBS) y. SGD k1D(H 111' a SXL OR °T6 WITH TYPICAL WALL THICKNESS OF 0.062°. /%/ A > 3) USE .HIGH QUALITY CAULK BEHIND DOOR FRAME_ 4) V ON I SI ZE. .., MAY VARY DEPENDING ANE PANE ANE PANEL GNARTS;AND 5) THE RESPONSIBILITY FOR SELECTION OF ORANDEX - PANEL L PANEL PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS. 4 _ AIX BUILDING CODES. ORDINANCES OR OTHER SAFETY = =� .. Q a REOUIREMENTS REST SOLELY WITH THE ARCHITECT. � SAWAS � D.G BUILDING OWNER OR CONTRACTOR. '� Awa 6) CONCRETE COMPRESSIVE STRENGTH = 3,000 PS! HEADER •AND `SILL' SECT ION : • AT �8 . DAYS: - ,. 77 lNT,ACLAIONHOI ES .ARE FACTORY EP HED ` i 0 Tl l =BY `BlI M, ANUFACTURERS ,RECOAf1�AENDATION MAX SPACING 6° F AL 18" 0C. C T1P�� E $, 9" AT J D I (28 TYPICAL E1 &ATIOW (2P2) TYPIrA E1_wArrar ROIL'©RN R AMBroP AN TYP C ... .. Y2J REVISIONS : a 10 16 ca a � t, La La m z � +O 3O3 Y U O .Q tUrt Q N 0 m t, La La m z D +O C1 U O VISRICTIM SERIES SMC lti"ltlO F.ESIDEliTiAL INSULATED E OERGLASS 0004 111 VOOD FRAME GENERAL NOTES I. THE FOLLOWING PRODUCT HAS gEETT EVALUATED EOR COMPLIANCE WITH VE WIN LIE SPECIfIIQ it) SECTIDt) 120 OF Tito nxAS DEPARTMENT OF 111suR1NCE MMITRESIST/tIT CONSTRUUCItoN GUIDE ANO SEOTIom �1I OF THE TI:NAS wiNDSTORM INSURANCE ASSOCIATION BUILDING CODE FOIT WINOSTORM RESISTAI(( CONSTRUCTION - poo BUCKS Pf DRIERS+ pUST BE ANCHORED PROPgflLY TO 1"4SFfq LOADS 10 (HE StHUCTURE. �. PjjOOUCT ANCHORS S)IALL PE AS LISTED AND SPACED AS SIIu,#N ON DETAILS. ANCHOR EMBEDMENT TO BASE PAIERIAL SiIALL BE BEybtiO WALL DRESSING OR STUCCO. f• PvOOUa( .oafs NDE I,IEET IMPACT PESISTA{(CE e. OFSIGtj PRESSURE RATING S1W1 Hf AS TOLLOVS: - TOft tf' a' IUON DOORSI SfE TABLE 1. - FOR FRAMES OVET) 4' a' Up TG 0' 0': SEE JABLf 2. R J.M LQH5Jii11 •nom Oft: FACE SHEETS: EACH SLAM IS CONS�TTryryUGTEp fROM 0.000' Ti11CK TIBERGLASS SKIN. FORE DESIOIj T GotIS(TLUC(Idy: (IgHt E}.INTERIIOR CAMOF EACH DOOR IED II RIGID OOLYUREI 'EDGES LI CONSIST OF GLUED UITER`OCKINO FlOERGLASS JOIFTTS.THE 11ORr10NTAL EDGES CONSIST OF THE E�]TB0ETIOLASS IKIN OWED 0 T)(E W000 • BLOCK AT NSPEANQ M ATT EIMOMp1010 PVC FOAM n,pl .0 ��yD� rrPi N n E1tAilOti e' -D' DDaa DESIGN RESSURE RATING ffABLE 1 DE510 PRESSURE RATit1O(MALE2! ) AIM VAIIA 10aXCIoM MOM ural MUWXM �i OItd WdAtfftfWKr+, d tl! Z to, 70 1iis i:ii :i;ih iiiiliiii I • .:�. ' 4., 10 i• � � i'Ir is 'Ilii/{jiii�°ijiii°E{iil�If r � t I(1iIs3#i ouTsloe 1/1' wx. t1rp 4PAcK ��,. t ; (• 4 .' i )• 14 10 t.! Ix w0000 ryl rill unT�I�nnJTAI CROSS', SEGHON- 1t� ref � v - u MAX T yp ) i-- w _ U p -7- 7 etif:)lflfi.ldYA(lLE.oii_ il'.0. _D4DN `.� JIEI.AI ANCHDRs } 1.) Itao 20Y WOOD DUCKS Oft 'WOOD SIRUCIURE 'B PFT( Wd. SC.ew• I' MUI. EMBEU?AfNT 7) 11110 IpY WOOD BUCKS OR INTO LIASOtIR'r' fs +~ J/iti- CIA. TAPCONS WIM 1-1/4' MIN. EMUEDMENf t NOTE: - . 2X SHALL BE M+UR Sw wsLltNnOr rtx W7111 Mt mum SIDES, AND ItOL[LOrt r IIfIt[D 2rA ULLvq O Wit KIM IN THE HEADER ALL W/ IV4'r WEDMENT. ' NAILED 6 O.C. STAGGERED TO 2X. DOOR IS THEN ATTACHED PER DETAILS ON THIS PAGE. W/ idalilet TABLE OF CONTENTS : SII -60 ' •PS(1 `-611) r0[mv[ Ag wAvdaff M krago NOT AOrMOV[D +SO rrf MIQ. by: Nan YA Plauics 7 PIUSIpto rOrrtrvlc NOT ArrAOV[O +110 pop CONS LLfl 1I hr• I_- ECT -DESCHIFCON N[OATNL NQT ArrITOV[0 -90 r11I T1[OAT1Vf NOT "PAOVID •44 rrF (e1J) fe4-7431 am D 06 f) lugul roman N..e. oa to P.P. OIL wa _•„ • i '.r'' - ,. - -. 1 11 �•��0 y—tea - D rT. •-I 4.•1/a T,• —Js-]/1' hgOA PAN CL wiunl— - !1 OItd WdAtfftfWKr+, d tl! Z to, 70 1iis i:ii :i;ih iiiiliiii I • .:�. ' 4., 10 i• � � i'Ir is 'Ilii/{jiii�°ijiii°E{iil�If r � t I(1iIs3#i ouTsloe 1/1' wx. t1rp 4PAcK ��,. t ; (• 4 .' i )• 14 10 t.! Ix w0000 ryl rill unT�I�nnJTAI CROSS', SEGHON- 1t� ref � v - u MAX T yp ) i-- w _ U p -7- 7 etif:)lflfi.ldYA(lLE.oii_ il'.0. _D4DN `.� JIEI.AI ANCHDRs } 1.) Itao 20Y WOOD DUCKS Oft 'WOOD SIRUCIURE 'B PFT( Wd. SC.ew• I' MUI. EMBEU?AfNT 7) 11110 IpY WOOD BUCKS OR INTO LIASOtIR'r' fs +~ J/iti- CIA. TAPCONS WIM 1-1/4' MIN. EMUEDMENf t NOTE: - WHEN REO. THE USE OF 2X SHALL BE ALLOWED USING (4) EVENLY SPACED V4" X 3'r TAPCONS IN THE SIDES, AND (2) EVENLY SPACED V4" X 3" TAPCONS IN THE HEADER ALL W/ IV4'r WEDMENT. IF NEEDED A IX CAN BE NAILED 6 O.C. STAGGERED TO 2X. DOOR IS THEN ATTACHED PER DETAILS ON THIS PAGE. Ffiti ANIE YAM -- Lt1CUDA_LAYOIILEO- W-8- U00 WQA.R_Ellil ,l p To F'4 x wa SING E I SWING (JNIT W/Wa 51AELfTES PRODUCT ACCEPTANCE tlo.: 051227 Cr s O td S LUP I�s* I, F 10 X J ilw- P litt.tt'. f AT PEAV s r- - Size: up 10 s4 x {'y Olawfriy (wood Jau16) cull iQur.tton: X, OXO, xo. ox 210 2'4 2'6 ;tl—.. . J'U single Opaque +80 -80 +80 -110 tao -80 t8U -80 100 -80 W1SideUtes It' irP. +60 -60 164 -60 Sin la(3w"t 05 -110 164 -77 160 -71 06 •61 1sU W/ idalilet : SII -60 ' •PS(1 `-611) (Dour dots not mcct "ssUs Impact) Test It I ID -1911, 21U-1024 MIQ. by: Nan YA Plauics 7 PIUSIpto 1 �' hr. �,• 1I hr• I_- _A' " TTP. —U-1 .-'E' - 17- D.C. Lw (rYP ) � QIP a r to z d CD J li 0 -- i Q 0 CUrfsUr RNLI nt (413) 141-1411 �looiDeo a T� rv. m R P P` Nu M pp O wN d Y`t II�UM fl7-01 � p 11 trur a 1- t�� r�'-1 r - O Frpill :l Accopllagvp r{D: PSI -222 Size: up 10 s4 x {'y Olawfriy (wood Jau16) cull iQur.tton: X, OXO, xo. ox 210 2'4 2'6 ;tl—.. . J'U single Opaque +80 -80 +80 -110 tao -80 t8U -80 100 -80 W1SideUtes +60 -60 164 -60 Sin la(3w"t 05 -110 164 -77 160 -71 06 •61 1sU W/ idalilet : SII -60 ' •PS(1 `-611) (Dour dots not mcct "ssUs Impact) Test It I ID -1911, 21U-1024 MIQ. by: Nan YA Plauics 7 PIUSIpto Lirir184{aL NJ tg039 � QIP a r to z d CD J li 0 -- i Q 0 CUrfsUr RNLI nt (413) 141-1411 �looiDeo a T� rv. m R P P` Nu M pp O wN d Y`t II�UM fl7-01 � p 11 trur a 1- t�� r�'-1 r - O DWIN- cn0(l SERIES SLAC DUTSWING RESIDEIIf1AL ItISULAff) fIUE11G1ASS DOOR itWOOD FRAME GENERAL NOTES 1. DIISPRODUCT 15 DESIGNED 10 DEE( HIE SOUDI FLORIDA Owt ONG COUE 1994 EDIHUN FOR WWI WIDE Counre 7 WOOD BUCKS Df DRIERS, MUST DE ANCHORED PROPEHt'f TO 1iW)SfEH LOADS TO ItIE SIRUCFURE PRODUCT MICHORS S)IAIL DE AS WSiED A1I0 SPACED AS SHOWN ON OElAAS. ANCHOR EUDEDMEtfJ 10 MASE WTERIAL SILALL DE DEYOttO WNL, DRESSING OR STUCCO. 4. (PACT RESISTAJN swriEHb Nut REQUIRED 5 DESIGN PRESSURE RAZING SIVJL DE AS FOlIOYIS. FOR 6' 5' HIGII DOORS: SEE TAULE 1 FOR FRAIIES OVER 8' 8' UP 10 8' 0'. SEE IADtE 1. I2IGNNm=L 5ML.fWf[i"S 0008 0408_lFli_ e0rr.[RULII(iO�_ FACE SHEETS: EACI S tEl IS C0N51HUCIED fHOu 0,01 WILL flilrac"55 SKW. CORE DESIGN. TILE INIERIUN GVItY or t/til UOUii 15 FILLED Willi RIGID POLYUREOWIE. CONSIRUCFION. 61E �LRfl:A EDGES OF RIE SLAB CONSIST OJ` GLUED RRERL OCKING FIOEROIASS 1OINIS THE IICRi2ONiA1 EDGES CON',IST OF THE FlDERCLASS SKIN LLUED TO TILE WOOD OLOCK AT TOP A110 10 THE RI(,IO PVL' FOAM WSERT AT 801(011. -- _ —[AD!E OF CONTENTS_ 'NEEP T' _ DES_CRIVTION__~ _ R �10✓�_J--- _ANC1iQRINa.LAYOUT. _PAIJI_J)ST Ez� - =rl _ _PARI FW _ UAIEE:WCJ[L� 1 III 1 rl-I ii QQ 5 _ Iwwt alar a1 lY ICAL_FINANQUAL_tl'_QOQI al _--- jYPI ;AI l EIlAIIlLi�fl�_II4i1B- - - DESIGN PRE55URE RATING (TABLE {1� --_ DESIGN PRESSURE RATING STABLE '� � ' NNN[ YA[LK [a YlMtxlx Y9A{ 7UILA 7711 MfiJ+ mW Iui[A Ii A04ODA tltAL ILAIOI IJlIl7ADCN LlW.glpl I ilmm I[LVl(+U,1 O IAII x(l�: ALW •DAN q FL-!I,[D .I C1:NL vLM E .Jt ML[D[.. 77n�i fd;_-00 P7/_ _ -tl0 PSi^! PS/ -- _.. -y! V9/ ° _1 'A ~ - to' Db )JAS.f—( T LRP)F71 T \ l J 1,c LAA nP) FH\ I O _ 1 T-1:11 / I A,l ---- - T / - uJC11u111dLUll_f18 C._0_ (x(Vl l/JfeJS)!i. LLt1U1 Llai li-1t- a= 11rJL•1 !JJLU:+II� I) INTO 10Uf Wa1U LAIL— [wl -0 SIiitiCIUlll )e SIS. 1-1/1' W)1 WOLOJEHI 1) anu to, -00 Utjcx. OR 0.10 iuiUllllr 3/ 14. TAYLOIIS MUF 1-1/I' 111R. fGUL GJ•t117 — ILL]) Lel-SII r.•1.R 15 _ i` 5r -�J9 •1,1 __ Ids t� tilt "•`�.`` _ � uul !UN U. ,QoS I'ej¢a t- _;-_,�._=--✓ SPACE 1% +WU FIIIfN- 72 10 ID _ %1 1 1' 1,4141. •. J� LL / l °) SIuU TPACE ` � �ID / 11.1 t41 CAE c- ----=----- Eli. 11 yU S W h n I'nl _ _PARI FW _ UAIEE:WCJ[L� 1 Jul, NJ+L 1 rl-I ii QQ 5 _ Iwwt alar IU' UC_ LAA_-- _ 1.4m Ir F LOCA SLK[ -.�U1 [ 'III 1 DoNGu WA— WC CO-E%INUSION a 10 UU(JR IIUf1UU (J :a AIN(:) DOOR FRAue DGOR rtfCi�'— A I -•- al _--- jYPI ;AI l EIlAIIlLi�fl�_II4i1B- - - DESIGN PRE55URE RATING (TABLE {1� --_ DESIGN PRESSURE RATING STABLE '� � ' NNN[ YA[LK [a YlMtxlx Y9A{ 7UILA 7711 MfiJ+ mW Iui[A Ii A04ODA tltAL ILAIOI IJlIl7ADCN LlW.glpl I ilmm I[LVl(+U,1 O IAII x(l�: ALW •DAN q FL-!I,[D .I C1:NL vLM E .Jt ML[D[.. 77n�i fd;_-00 P7/_ _ -tl0 PSi^! PS/ -- _.. -y! V9/ ° _1 'A ~ - to' Db )JAS.f—( T LRP)F71 T \ l J 1,c LAA nP) FH\ I O _ 1 T-1:11 / I A,l ---- - T / - uJC11u111dLUll_f18 C._0_ (x(Vl l/JfeJS)!i. LLt1U1 Llai li-1t- a= 11rJL•1 !JJLU:+II� I) INTO 10Uf Wa1U LAIL— [wl -0 SIiitiCIUlll )e SIS. 1-1/1' W)1 WOLOJEHI 1) anu to, -00 Utjcx. OR 0.10 iuiUllllr 3/ 14. TAYLOIIS MUF 1-1/I' 111R. fGUL GJ•t117 — ILL]) Lel-SII r.•1.R 15 _ i` 5r -�J9 •1,1 __ Ids t� tilt "•`�.`` _ � uul !UN U. ,QoS I'ej¢a t- _;-_,�._=--✓ SPACE 1% +WU FIIIfN- 72 10 ID _ %1 1 1' 1,4141. •. J� LL / l °) SIuU TPACE ` � �ID / 11.1 t41 CAE c- ----=----- Eli. 11 yU S W h Piro 1:{ FMl% %L,; t 1/11' - 19 �� 7 17 OU"•'SIDE. 55-!/4' WON PAJ,LL W10111 3/11' ------- 17 1/2' I'MIE AIUDI -. �2��oJzlzo�TAi_ ct�oss_sEc�or _ 19 cu„11111,41 all) a0i-YI 1,999^Il5__ I I 1 1 Oda' I 1201,. I 1201' a 24 lF l I I I D140'.� 0111 — -10 I VASle I YA570L' ( VA51lc - +-0311 I 1591 -� D/1tl I _ - aaJ0 I i r I 1 -_ 1541' 1 I U.A LJ I UuJY VAD75 ..- -_ -_ I - - YA501 - I _ HU419 _ --�- oa�n•. ole, I I--t--D019• 0.)an' i DISTIt1-,, 11 SERIES SUL uUISWWG RL SIULNIVI FIDIRClA55 DuOR IN WOOD f(WAE --- (SIttL HEUIFORCED WIR1 FUII GLASS uINSuUItUlt) GENERAI MOTES I. 1105 PIIUUUC( 15 DLSIGtILD IU LACE• IIIL SUuill ILOW11A DIM JIG CODL 1094 EDITION IUft UTAUI .ODE COUlfrr Y. WOOD DUCKS Of (11HERS, )JUS( Ot AIICNORED PROPERLY 10 1RA)ISFER (OADS TO DIE SRaiCIURE J. PRODUCT AhWORS SLIAIL UL A_i IUItU AUD SPACED ASSHOWN ON DETAILS AJ,CI(uH tuD1UNEW 10 DASE MA IEI(1AJ 6tWI DE ilf)OfID WAII fr([SSOIG UR SIUQ.0 4IWIACT HL!lISTAJ)f SIIU1101i AI(E IILQUIIILU 5. DESIGN PRESSURt HATOW SILAIL UE AS FOtIOM, - ron 0' U' VIGIL DOUR.- SLE IADIE I foil FIti,Ls I7r1R a' D" LIP (0 8' U' SLL I-JIIL A. OS)Ol( Lf1E Mi2HUi;IL)R: I FALL bllt Lib:LALN SIAU Ib L0Wj II(tA ILD il(UTA U U/5 IIIK -- FIHEF"AA5S SKI. 1. 9QUL U"Ll1i, DIE WIERIUIIGL'lIIY Uk LAUI UUUN r tKLtD will RIGID P. LYUitEIIlk IE. U (_UNSUUIC IGu+. THE VERTICAL EDGES OF llit SIALF LONSUI CF (.I UEU RFI Lift 00"NG fIUl1ICLA5i JOINTS 1HL HOR12UN1Al EDGES CONSIST OF DIE fIDIRGLASS ''KIN. GLUED 'TO THE W(10D UOLK Al 1 O -alit) 10 HIE RIGIU Ph: IUAM ii.srtr Al BOTTOM 4 GI A(Ulfi. 5/8' O'�LRALL ROCANt Sb WSWAItU GIALY PANII CONSISTIfrD Of. TWO 1/8• TEI(PERED WES A14D ONt AIR SPADE. 5 IILINtgmt ING. CNE 1) 'U' bIW'tU SILLI Hl1fHuli,1141. CIWIl17 1IEAS11fl1NG 1591'.0.748'.007 V IIIA WNAS (b'- 0' OW 1, LFt \I i 5 1/4' I I n 1 i n / 1 / / �2 '7 q �'I Ue1CA.1.. i1I li 1ll Rl h:-fi:. DO1Jli LYi'1f.9L LL1�t�11Ot1 i!'=O' QOOB DESIGN PRESSURE RATING STABLE PRESSURE RATING 314101E !2l �/ i%�• y ��[11L 111[41 IJliM1YY1 SIAL WG• IJIIXAII(.1 "• rIH[ Ilii✓• lJ LI1Wti1 uilt a.[IfA JJY1141.11 AC4L 70[1(1 :! IJ[1AD JLNIf.�UQ IS MJf xQ77LL �,// � i Y/W.lulxl tl IILIAD .1W+'f-2M If lilt HLI:G. VOSIIN£ 100 Y9/ +tl0 YS/ VOOR1Vp +OO PDI ♦]O VS/ _� ---- TAIIIE OF CONTEt(T5---- l1EEf DESCRII TIOtI ~__ - - -3--�INT LM-uj sgc�(us - J/ 1/1' t1u1,E WillUl - Io, 1nP1 El . t ;?110 _ _PARI FW _ UAIEE:WCJ[L� 1 Jul, NJ+L 1 rl-I ii QQ 5 _ Iwwt alar IU' UC_ LAA_-- _ 1.4m Ir F LOCA SLK[ -.�U1 [ 5 DoNGu WA— WC CO-E%INUSION a 10 UU(JR IIUf1UU (J :a AIN(:) DOOR FRAue DGOR rtfCi�'— A I -•- -T 11 Jr i 4 5/6' j,Vt t I �At. �IjU�S_�EC Piro 1:{ FMl% %L,; t 1/11' - 19 �� 7 17 OU"•'SIDE. 55-!/4' WON PAJ,LL W10111 3/11' ------- 17 1/2' I'MIE AIUDI -. �2��oJzlzo�TAi_ ct�oss_sEc�or _ 19 cu„11111,41 all) a0i-YI 1,999^Il5__ I I 1 1 Oda' I 1201,. I 1201' a 24 lF l I I I D140'.� 0111 — -10 I VASle I YA570L' ( VA51lc - +-0311 I 1591 -� D/1tl I _ - aaJ0 I i r I 1 -_ 1541' 1 I U.A LJ I UuJY VAD75 ..- -_ -_ I - - YA501 - I _ HU419 _ --�- oa�n•. ole, I I--t--D019• 0.)an' i DISTIt1-,, 11 SERIES SUL uUISWWG RL SIULNIVI FIDIRClA55 DuOR IN WOOD f(WAE --- (SIttL HEUIFORCED WIR1 FUII GLASS uINSuUItUlt) GENERAI MOTES I. 1105 PIIUUUC( 15 DLSIGtILD IU LACE• IIIL SUuill ILOW11A DIM JIG CODL 1094 EDITION IUft UTAUI .ODE COUlfrr Y. WOOD DUCKS Of (11HERS, )JUS( Ot AIICNORED PROPERLY 10 1RA)ISFER (OADS TO DIE SRaiCIURE J. PRODUCT AhWORS SLIAIL UL A_i IUItU AUD SPACED ASSHOWN ON DETAILS AJ,CI(uH tuD1UNEW 10 DASE MA IEI(1AJ 6tWI DE ilf)OfID WAII fr([SSOIG UR SIUQ.0 4IWIACT HL!lISTAJ)f SIIU1101i AI(E IILQUIIILU 5. DESIGN PRESSURt HATOW SILAIL UE AS FOtIOM, - ron 0' U' VIGIL DOUR.- SLE IADIE I foil FIti,Ls I7r1R a' D" LIP (0 8' U' SLL I-JIIL A. OS)Ol( Lf1E Mi2HUi;IL)R: I FALL bllt Lib:LALN SIAU Ib L0Wj II(tA ILD il(UTA U U/5 IIIK -- FIHEF"AA5S SKI. 1. 9QUL U"Ll1i, DIE WIERIUIIGL'lIIY Uk LAUI UUUN r tKLtD will RIGID P. LYUitEIIlk IE. U (_UNSUUIC IGu+. THE VERTICAL EDGES OF llit SIALF LONSUI CF (.I UEU RFI Lift 00"NG fIUl1ICLA5i JOINTS 1HL HOR12UN1Al EDGES CONSIST OF DIE fIDIRGLASS ''KIN. GLUED 'TO THE W(10D UOLK Al 1 O -alit) 10 HIE RIGIU Ph: IUAM ii.srtr Al BOTTOM 4 GI A(Ulfi. 5/8' O'�LRALL ROCANt Sb WSWAItU GIALY PANII CONSISTIfrD Of. TWO 1/8• TEI(PERED WES A14D ONt AIR SPADE. 5 IILINtgmt ING. CNE 1) 'U' bIW'tU SILLI Hl1fHuli,1141. CIWIl17 1IEAS11fl1NG 1591'.0.748'.007 V IIIA WNAS (b'- 0' OW 1, LFt \I i 5 1/4' I I n 1 i n / 1 / / �2 '7 q �'I Ue1CA.1.. i1I li 1ll Rl h:-fi:. DO1Jli LYi'1f.9L LL1�t�11Ot1 i!'=O' QOOB DESIGN PRESSURE RATING STABLE PRESSURE RATING 314101E !2l �/ i%�• y ��[11L 111[41 IJliM1YY1 SIAL WG• IJIIXAII(.1 "• rIH[ Ilii✓• lJ LI1Wti1 uilt a.[IfA JJY1141.11 AC4L 70[1(1 :! 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