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HomeMy WebLinkAbout106 Crown Colony Way SFR 03-1669 (a)PERMIT ADDRESS CONTRACTOR ADDRESS Maronda Homes Inc. of Florida 1101 N Keller Rd. Ste. F Orlando, FL 32810 CRC058496 407-475-9112 PHONE NUMBER PROPERTY OWNERS ADDRESS PHONE NUMBER r ELECTRICAL CONTRACTORres-,,r-, MECHANICAL CONTRACTOR \`'f�, PLUMBING CONTRACTOR �4 -� aa MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # 0�\V'7�'A DATE �� "d� PERMIT DESCRIPTION G PERMIT VALUATION � SQUARE FOOTAGE d t7 Cn a I• I •K i I. I I' I " T -i IF 1 _ 8/ 1 I r5�FL0OR M i .l: l r, l li . to 1- - ' W - -1�cr)E- j v ___—. 4�, =� • �_ i l n L iQ N�} 11 rl LIH a. PrrOVIDL (2) 2X& 12 -� �' ! A(,K. �. ,rsI Fr C. _ _ ? :y ADF f� ,fir/ (11 P 4 :1 i 13 2 4 StlrG EA �rDE' Gi 0(EN1NG _ 1 5'k'IY4F { : ' �1" (� j� i cr 11 Ct, i (NO STRAPPING RE(M) U.N.O.LL_J I-----r-aa--:—I — %-- --- - '_!,J TREAO N j li C Y I iti " ;wpOSIi1CJ6',uAX.C?F r_�� - 1 !,— • r �_ I f <„ PS w N� l - 5 - TREAD W! IAe l!I—T �! i 4` ® L r _-! f\�.. WArr T0' 4:f p � r 1\ TI— ; ,:UIDI QOTf S ESf r 31390 ARGt1. 3010 ARCH3070 'ARCH<� .. t�� �/ 'ter', — N ' ( _ o r�= " - !_ MR ONLY) t f % T—P Ir -rr r, J,rCx . .e Ff1 fNrJ H: -`n � - -- I ',)TRAP HDR TO �r C. 3(1!0 ARCH � � Cn . II iu rz; r rr c k CD I n���.� txi p� j I ,lr .—�^I - I '• I � I 1 6) ' h y'J, c`l rC� �, Sn �24.JOI :r n - t I ) 17 r r- e / ` rVXZ 45 ;EIUW /2 2 i PIC LIN'(EL ' { IN -- (2) 253H �. DOOR SLIDING DOOn s� r ✓,5T � w OFT ZONAL. U I Q• -- 4 r�I �_ `r c I I I LL_ LLJ CQ i � I' (r- 2i'-4' V) �- 2 v I 57 0 -- 4005o ,ru nd m Syste LINTEL � � RECESS f /C Sanford: FL -32771 a P A�J r!OYES; PRnvInE SAFETY GLazlr/c AT: - - - --_— ti. [�� — - — a �; , r4o7 j 32 0064 'GENERAL FLOOR L ALL WINMYS OVER BATH TUBS. AL WINLMS WITHIN 2,�'OF A.LXY)ft SWING c J i } ALL EXTERIOR YIALLS, SHALL BE CONSIDER SHEAR WALLS AIINUS ALL SLIDING GLASS DOORS: COMf"R _9 = i ALL WINDOW AND LOOR OPENINGS. Ar r FIXED GLASS TES. OVcf. sn Sr).FT. ! i a (Csr 1 '_ IF !f ALL WELS WITHIN 18'OF THE FLOOR AND If LARGER THAN 9 S.F. i EXTERIOR: WALLS.J19 BE .8�'CONCRETE .BLOCK w/, P.T. FURRING AL_Ir `ROWER_ ENCLOSURES. ' � � T' �OJ � 1 S N_ C . i, AT . �AC,Uc TRIPS I A/ AfiEA PROVIDE AFCIs (arc-faalt aircul! fnlerrupters) IN ALL [WELLING UNIT J-1080 MIT. SLAB INTERIOR LOAD BEARING, VY.AlLS TO BE 3/r'WOOD FRAVE. WALL.,. BEDROOMS PER NEC;SECTION 210-33 I WATER NEATER OPTIONAL DGOf? I Rr.- INTERIOR NON -LOAD BEARING'WACLS TO BE 3l METAL STUD WALLS. THE`PRE551JHE RELIEF VALVE FOR THE HOF WATER HEATER WILL IMP. , PF OISCHARGFI) OUTSIDF,P.F AT I FAST. 6' t!ROIF G. -F - I) . �I �- _ _ .. UNTRAPPED. 1! ;. .ALI WOOD NOT 5EPERATED FROM AND/OR 1N DIRECT CONTACT WITH ! CONCRETE OR MASONRY SHALL BE -'PRESSURE -TREATED WOOD THE A/C DISCONNECT WILL BE LOCATED WIMM 3 FEET OF THE fI ! ` r r . Cn:!PRESSURE, SEE LINTEL' SHEET LINTEL SIZE5.,OVER WINS AND DOORS. •:FOR T. 1 p FI S CAST-CRET A r/ H , ,, Fr ' A N r _, ! PRECAS JIT__ BY E AL 1RICAL f 1 ,t!EClL�°l1GAL ROUGfIL1` ,41JSf NE. r I , _ COMPLETE INSPECTED ANO APPROVED BEFORF REOUESTING THE COMPLETE F I. - ALL COMPOSfTE 8EA61S: OVER, WIN_ AND DOOR OPENINGS ARE TO FRa,ItIPIC 111SPECTION:FBC 105.6' �f�'R/��UrE"`x- ll T AN 16'NOMINAL`HEIGHT.UNA.''THE I6'::' BE;.B'NOb NAL WIDTH Q - i i ALL INTERIOR ARCHES ARE TO BE '.' T'.5 I F N1 TOP CURSE .INTEL Al .1 1r� OR MA,111 NOMINALHEIGH �HN1 CONSIST 0 8' C AAt1A OR WDOOMA OR OTHER APPROV _ .. ABELl F t ! 5TAArTJF! D FYI OIT.. 5ELJ d y (yy) t1 O � r' B 1 FILLED, w!' .3 s1 CONCRETE>.wl. (U GRADE 40,GQNTINUOUS ACTUR R IN C MP1 GE WHH; ANS11AAYAJWV1DA 10052997 r-.� ..,.,.;�/WY:1...,'.,-rr. r•...cr..'nr. r.c. r.-r .. nrrrr ivurn ,, F E 4 �1!C _. _.. .. •r .. '. '•. ', - .. II -. &/OR KEYSTONES.. _ .. ,.. .. 501JARE . FOOTAGE LIVING AREA PPLOOR _ _-_- LIVING AREA 2a F OR _ _1120. 1103 TOTAL. LIVING AREA ENTRY 24 GARAGE 420 TOTAL AREA �2&s[ ADD W/ � GAR., 2 _ _ �.., _ F, -- - - - „, :: .. r ...,. _ ,.. _, .. ,: ,: . . ,. � ,.' � . ,. ,., ,.,. r � � . _.. _, .- -, /. x ., .; '. .:� . �- ���� :j, ,.' � �. �. � �, .: .. ,.. `. !� � ,- �: . , ..' r SUN (ALL ELEVATIONS) SUN (ALL ELElATIONSI REVERSE 2X4 WALL NO.I - REVERSE 2X4 WALL N0 2 . FELT ' ; ` (YVEC' -j�--- 4` 1 2XI0 NDR li��l^-��-1! I .2x'6 HCR i I� 1 1 1/4' N -- /Z, - -� �SUN (ALL ELEVATIONS) yI REVERSE 2X4 WALL NU.3- rr FELT 21 0 HOR Ad/a' r ii I _ I1114 f I ( C'ILI �L Sri FW 'jH 2V-1 511N (ALL EVFVAf 1ov,- SUN (NIJ,,I) u �� S(lN !r&.11 . UN (G11J.&J) N r� REVERSE 2X4 WALL NO.7 , 05B OSB REVERSE 2X4 WALL NO.8 03B i OSB REVERSE 2X4 WALL NO.S OSB REVERSE 2X4 MALL 0 h USB Try/FL �.i% TY/GC :�� 4_ t it TYVEC FLASH F:i USN _ _ 1 TU�II _ J f n �i Ft T lUS — (-- 'XI(1 N.(1,R PyIO HER �— i I -- --.; ---I , I ./ �� i i � II i i � ► -� (V lit I h' I I I I I I ICJI 4' 4' l!/ IT is I, I l IN j I I I I I I II I I I �, I ' !� ► I 4l zc) lA I I ►k ► I I �2�;�� � I j I i� o i - II ► i i � I � i � . <,� E f� — -i —-- ---- — -- -TI,, ---71 LLI 51, 55 TO P-40" Ip I. EHIIH 28 ljSP HLAULK (20) 16d C \v Q ro THU55 (Jul lod X IV E11UH, 28 USP, HEADER (28) 16d TRUSS (4 ) 100 x 1 FAA usp TOP SIDE (2) 10d x 1l,2 LISP TOP PLATES (9) 10d TRUSS (9)-Iod.x 1 1/2* HCIO-21 u SP TOP PtATF 1V lod CUP u (9) 6D PLATE (9) 80 sruu HC52U CLiP LISP (6) 80 ilua HCOP CUPS VR IJ5P (4) ad TRUSS (4) ad PLATE, 'P2 CRNR CLIP USP (10) 10d X I I,- IRUSS Hot, 10 X (/1 PLAIE HtA X ANCHOR USP 6) 1 Od x I HTW24 t6p. (20) lod HUGT? Ij 5p '90 ANUWASH-MLOP58 -THRD-/RCQ (2)5/6' MUM121walivt Aut)[GRuiemullou HUGjT�5 r'4AN.C/lA5H-(4)LBP5a -THRD./RrO (2)5/8' AM 1-3MU4 413URMAMO 500, OUVIOUL IM Jus 26 USP 14) 10d KST227,,5TRAP IVIC USP (J4).16d LPTA USP AC OF CABLE l/ 2x4 (10) 1 Od x I FNQ ilE rAgi F #1 ?XG I I it Ind x I STA36 USP FACE OF CABLE IV 2A4 (26) 10d END OF GABLE,$/ 24 (94). lod LTWI? USP lod LI-520 STRAP AW U. 5P ( (10)1100) d Xl6d 11,2- MPAI & MPAIF USP 62) ad 11,2, MSTA1,9 U.�p (10) loll USTA18 USP (14 )' lod USTA94 USP (10 too MSTEISrT USP :UTWI8 LISP (M lod USTC'40', USP VUD (28) fOd BLOCK (7) fAPCQ?l STAGGERED WWBI STRAP`: AN u5p (24) 16d Mlz' ANCHOR BOLT NFM,3XIQ 05f, (12) iod NP,37 JlaX"7. HEADER (6) 16d TOP OF BOTTOM SECTION (6) 1 Od-T-1 PA USP 124) 16d ANCHOR BOLT RT3 CUPS YR USP (8) ad SM ?6 L\R usp HEADER (6) t6d JACK (4) 1 od 5KHH26'L1R USP HEADER *-(18) 16d JACK (12) 1 Od x F-21 7 HEADER (6) J6 1) / 0 U U / U FI HL VV MLL J U (IC DULL. STUD QIERTUAV ANCHOR APPU,,'D AT WALL To SLAB )p D. 511ENOALL "t 10 & BOTH -SIDES OF OPENINGS OF STUD TO PLATE SHEATHING SIZE & GRADE SPACING PRODUCT CODE BOLT TO SLAB SIZE, SPECIAL NOTES PRODUCT CODE SPACING PRODUCT SPACING,-' ryPt NNLSIZ ------ CODE' &5P.ACING a, C Mu 7- 54-57 80T.- e CiWU V) -TrR 2 x 4 �yp 16, O.C. MID -WALL , '5 1/� SUP 5M U.C.� OSTUD BOT.OFI, ryp. LAI I , L BLOCKING REQUIREDEA. p �Q I WALL 1 ORO.' . 7' E '. 1r), f) r IMMI, -5 U JACK M. tO;�, ;/iKu/ju Suki 28 HEADER USP 16d 19, y JACK (6) lod .7 TA 18.." qsP 113) lod APR. 0 9 2003 rA 24 usp (13) 103 A I. THJ 26, c Gd HIP (4) 1 'HEAOER JACK (4), 10d 11 'SHEET: usp� (8) 10d EXPANSION BOLTS AllO 'JF -777777 TRUSS USP �d 71- -7 (2 i EXPAS ION BOLTS 96110 UX.73, USr (Z) EXpkj� I ON DOLTS 4617 7 .LAT ­71- JVAX. JACKS o HEADER SIZE STUDS a EA. END STUDS v EA. END MSTA 12 _ OPN'G SIZE EA. END 8'-O' 1.fAX. HGT. 10'-rr MAX. HGT. 2xHEADER, SEE FLOOR PLAN 1 2 N/A 3'-3" (l1 i- 2 2 (J) v 'CEN. OF HDR. FOR PROPER (1) 3r 2'-U OFF (I) SIZE FRAMING 2 3 EA END -r s — G I I , 1 1 AGE wALLSECIUU - l STORY GA T f61 dd NAILS x I/�.PLArE Al . EDGE DI2TENCE i nc"-nnicf7Ar rnp nr ,Piu I I I n r r CLE: 72'- 1'-7D(SHOWN f2r1J1\walt �ecllon�std 1�rys.dgn h{ I - �. MASONRY BELOW I •. , ( � 2x HEADER. SL E. FLOOR ' PLAN , - —, — SIZE FRAMING .N r �fQd3 Mte FOR. PROPER? I Z o NAIL HEADER -TOGETHER _ � , - . � • OSB w/. 6d N� 4005 i'� I. /6 w/ IOd NAILS STAGG. a a � .6'0.G,TU ENTIRE :Sanford. �€ 3a�t" u O.C. MAX. SPACING 2x4 :SPF CONT. BLOCKING AREA ATTACHED TO/6 OMB Q7) 321 UU64 T, �7Fk o5B w/ 6d NAILS 6 oc. PLACE hr TAP.oN s x �r6 w/ (2)16d NAJL ' 5 REBfW N/ 25 L�iP AN TOP NAILER r� o THIS LOCATION. PLACE ra " MIN. EMBEO: TO SJGE D r� s ANQ 6 REMAINING TAPCONS @ I , �n _ JJOVY d LOCATION. _ N EVER 3r . 2.x4 SPr CONT. BLOCKING ATTACHED --. - -- T(�/,. 0 �R 4v/ (2) 8d NAILS IF Ael I - A61B N0 I) . VYIDE, 2 FASTENERS IN HEADERJ _ NOTE TE /z_ 6) 6 HIGH 26 ' : 4 FAST ENERS' I : / . F.O.WIOTH 15 ; , .. ...: ,, =- :, : " _FASTENERS.IN HFADER-JAM8 ` NOTE 2).2; WLDE. 2 , , . NOTE N R I HEApER JAYB NgTE 3) 3 WIDEt3 FASTS E S N ) 2 WINDOW. . INTO: OPENING, IO. X .l 3 7 .4 N r ;.� C EVY -OR 84 RING SHANK NAILS,• MAX.6 FROM .. S R S F.O tIEIGHT hI.U:VYIDfH - IS FROM SILL: TO BEMI.: IS FRUbI. RLUCK TO ft LOCK,: ,� T • ):E tIIGH:2 FASLtNERS IN EASIDL JAtilB Nq E 9 CORNERS MAXIMUM SPACING 2t ON CENTER, -AI.O, HEIGHT I S FROM LIP OF S LL T ,. . - . • FAST. EASIDE JAMB NOTE NOTE- 5) 3,4,OR 5 HIGH. 3 . ITH '1 I3 : PANHEAD ALL HOLES 8) SGD FASTENED.W O ILL.S3 "X 13 'ANCHORS' EVERYHOLE S /►s PRECAST. Ist.DIMENTION IS ALWAYS WIDTH- • 01 37-1 FO)438 WINDOW SIZE CHART N ORANDEX . SERIES (A4 4 UNIT OF, MEASURE IS INCH. _ . , . sI Z S GLE M .0. I N S FAT. DOUBLE M.O ::: . FAST SIZE - SINGLE F.O, • FA ST DOUBLE F.O. , FAST rr 2020 5 2 /X 25/4 7IH2 2/4X2F 1,4 IH3 27 �j'X 38 4 1,5 2030 25 �X 372 7 _ 1�15 27 q X 63 1,5 2050 25, X .62 /H6 ' 2 7 X 76 - 2060 25 / X 76 . 7 38Y4. 2i5 74 Y4X 381 2,5 30,30 ' 361/4 X 3712 7 72/4 X 37/2 _ 24 �- 3714X. 5O /8 2 5 74s X 1 505 /8 2,5 3040 361 x 49f 7 721/I X fly%8 7 0 74 X 56 c 2,� 3044 I 36/ ,x l 55/ - / , I 72/ X 55/ 7 245 c 37 / X 56 ' 2,5 25 37 X 6.3 2,5 743 X 63 -2,5 3050 361 x 621 7 721 X 62114- 7 -- _ 3 2 6 7 ��T-._ 4 X 76 2 6 .3060 361 x 76 7 72�4 X 76 7 20 57 X /6 4 �-7— 2./�_X 7 C2106 37 74 ,iX 72 2 5 3060 36/�x 71�� MATERIAL_c 5 4040. 52 % x 49YB 34 54 X 50/ 1,3,5 3 _ 40Jo 52 x 62 1• f'c precast lintels 3500 psi. /8 /4 SS 54 X 63 1,3,E - 2. f'c prestressed lintels - 6000 psi. ;. �- 3 4060 523 x /6 . 7 - ' ; r t' - 3000 i w/ maximum 1,3,5 - -:_ /8_. _-._ _ -. 3: fc. ou ps aggregate. STANDARD BAY OPT, - l ro//. 4. Concrete masonry units (CMU) per. o5a X 62 J U- ELS PRESTRESSED U SAFE ` GRAV (T l' LOADS FOR 8' PRECAST. & PREST E IfT (iEU SAFE Loan LBs/LIN EAR �; . R TYPE5/1 .S FOR CAIDIALLS W/NDOw & DOO D' LINTEL • LENGTH -T, - '�" TYPE ---__� $08 dfl6-0R -^-- afrsa© W / 'ROUGtI OPENING WIDTHS ,VAX:5S ANS �1 ! N6 & 2 OC rAcoN w Nc�vs IN2,1H3,.N5J Z-� 4' 0 'l48't PRECAST 2U29 • 346T (211/4'RD) MAX.OPN'C , 6039 N 23, SH 24, SH 24/ , S 25, SH 26,& 30' OC AGON WD . 3' 2' q%.�� f54'1 Pt?EOAST �1651 ` ; 265"1 - 14 ALSO 2324.&25 HALf RNOS. (37. 3/4' R.0) MAX.OPN'G SH J4, Sfl 35, 5H 36 & 4066 s:GD. 1'V' 5' IU' 7 1 (0' PRECAST P EC 7• • 9 2 4 Wl4 (54' RAJ ' A1M OPN G ;; . : 41a4 a: �2415,5H25 SN26 H& t. SN24� DOOBLEI TWIN WINDGW � � 1 ,3,/ 63 - , . -6 hX1'1. PRECAST 767 CLASS DRS.60G8 S:CD. UV?DJ & 6080 S.C.O. (771 'RDJ AIAX.OPN'G , 26ro SwGLE GARa�E DR.6010 O.H. DR, 81U 9-4' (N2') PRECAST 573 14s 9 laid U, RAJ MAX.OPN'G - s /5 Sil' S SN26 ALSO TRIPLE WINIMS 5N 2.i,5t1 24.- H 2 i .. 2. & 9.4' 1(y (;' (12b't PHECASF 45Ei a2' FOR USE OF BAY WV. SPAN, 8'-8' OPEN'G (013/4' R.0) MAXDPN'G . , f WO L'Af( CAftACE OR.167U Otl• DR I6' o I7' 4' (208't PRESTRESSED IT..; NI? 092 RD) MAX.OPN'G . 954 15 `SAFE GRAVITY LOADS FOR : 6'. PRECAST SAFE LOAD HEW AT V -:WN.U,REao w/ 2" RECESS DOOR U-LINTELS LBS/LINEAR,Fr, DOOR ROUGH OPN'GS fl1 LENGTH a., e 0' TO 3' 0' R9. 4' 4' � (5e) PRECAST t489 29dz - 4042 ._. V14 - ' • ,� 3'-r TO 3 _ RA. 4'-6' (5'Y) PRECAST : 1357;:', ii ' + , . , y' 33'r044'R.O. 5'-6r (68') PREcAsr, 765 t550 4014 :° . '' Or,our t • 4'-5' TO 4 V R.O. Pl _ ASI 735 1419 1 REaAR Ar L�Orrotr '' ` R CAST ' z933. • • OF unrEi cavlrr 9' T TO 5' d' RO. 6 (80'1 P E 8 22 2933 , T ' ACTUAL norrON REINFOAVINc � 1N UNl EL - 5' S' rU f' 2' fa.0. 7' 6' (90 . PRECAST 665,' 2J z a -- II u l �r ` OZ V U a j IQ t �ucc4 `LL,�-j �� � a C�ltjU -CV ,ti , D. 24X63 243 X 63 1,5 2 23 �T - 36 X 62 7 ASTV C 90 w. allrnrnum net area compressive strenght = 1900 psi. trnourNae wlOrtr ,' m�wlEsr _ U a9. a 9 Y 25 371 X 63 1,5 30:J0 ". LINTELS HALL E CAST G RET LINT S B BY C - Nw Q n I. SERIES 500/ 502 SGD DOOR ;OPENINGS 5. R0ar provided in precast /Intel per AS A615:060.Field robar per _ SIZE . M.O, FAST. F 0. FAST. . ASTIV -A615 GR40 or 6R60. � a 5068 63 2 X 81 3 8 5Q68 6o X 80 6; Prestresslny strand per ASTAI A41h a 0668; 7 5 X 81 � � 8` 6068 " l/ i 72 z X 80 4 /I / 8 rode 270 low relaxatlon. •... ;; .. ,. r 6080 - 7J X J7-/ 8 , - - 608U - w - ., _i c., ! 75 / X Jh�i -------- �• � 1. ire ST,N A�10. ll32 w per A B.Mortar per; AafM G270 type M. or S. � _. _ _ .. � A. , , .. .. _ _,, . .. �� . _:_. .,..._ ...�.,_ ., , ,.,� .. ... r r .,. . , ,� - ..; . „� . _ ... ..,.._� ;.M.�.,. ..., n ,.. � .., .�. _., ., „ ,, ,- „ _ _ .r `' s. a. ,_ _ : _ r _ ,: .: <. ,. :, .., ,. ;. . , �.' _ ; ;. ;,: .., u. 1. t. r a. i .. a .: .. v. .. .. a ._ ., .. f.. .. ��. ��... _.,.. ... a.,a .: , a..t .: � .,:...� :.. .. .:. ,-.. --.... �. ,: ,.. '. a -:.� .. .. ... .. _. , �. a ... _ �.. .,. .. .. ... .. a r. .. i. ._ � _ �_, t _. t r l .i 2902 rf \ u � \ bu ac a .. ,• r -ram'[ , ....,.s ,....e ,, :.... , :.. ... :,. ... _.. ... W ...,: e , :, •� ,"- , f : r el q.. ... -,. .. .. ... ... , ..., i,. .. ., .. .,; .:♦., ram,..'. :` •:'. STAY Zhu a.... .. _.....<,.._....._. i • ko C7 Q} Ul �. fit'' i_' . l 141' Ci o v 0-- t C.'`` u ,x Uj CD -- - f nEl ,16 N L`i'� �� vr]nn,nfjrK E,"FARRTO��&15i�REIE C'UNSFRUCT ON I VHERE -,,C.iMASE1WY,UR CQNCRER� 0N0RVCIicp4�vk'bRE,, I ij DOOR StSICH IS,AhCHQIjiEO. DIRECt,LY 10 CONCROC :�OR MASONRY WITH OR, WITHOUT A.NUH-SIRUCIURAL By wao DUCK, AN�HQRING 'SCREVS. IE1,9E 1110 V I DOOR SY$lCH IS ANCHORED DIRECTLY 10 CONC CIE,— IH�R VIIHOUl A,",-SlRVCIURAL� SIR MASONRY Vj V.) I ;f, ALL AKHORING SCREW$ To 8C 110 WIIH AP AQVE I J Is I I . I - 1 1, 1 1 1 � � � I � .1 � t I I ", 'i� - 1 1: � (HOCOMENI. Ifild w1ju, ipjairttAl, PAT U 3: - 1; - . x ijJ441 Y. EHOEUMENIAN110 ACID SVO&IRATE- ri, OR 3/16 - PrH I#PCONS Vits I vc 16 PL wi 14101 HASONR HA I MUE ICIVEIN If( CI)G( TV C f 09 OYtRI W* 10 SILL IS LCSS IHAR i CECREES. VkES$ UNIT IS INVALLED Of PRQOV rC fl`,101, OP OUILD tt IVERHANII SIXH THAI THE, ANGLE ICIVEEN IT(, (Kk of CA14PI OR, OVERHANG I UNITS SHALC #C INSTALLED ONLY AT LOCATIONS FROICCIED 31 A CAMPY UR 4, UNIT HUS1,8C iNSIALLCO VITH 'HIAH OR 2/16' FFN IAPCOIIS-VII14 1 1/8* MINIMUM. EMBEDHENU :INTO MASONRY - DA I COLW14" 4. QNIr HUSI lk INSTALCED VIIH 'jHlAAj-QAoE COUN.rT. - 10 SILL IS LESS IIM 45 DEGREE& VkESSAINU. IS lh�IALL 0 IN 000U(!_cQtIIp. APPROVED;. SHWERS � �' - I NCX HAIIIAht AREA$ WOE IHC W111,ANO IHC W AK CESI1K 1. - I HREC tAPLES.PER SIDE AMP IINTO HEADER ON SIDELIICS ACCEPT VAIER INrILIRAII BUILDING COV AC �031v j APPROVE 9' SHLI I IERS WN-HAIIIAXC AREASM(RE WE UNIT ANO It( AREA MC OEVO IQ�,' E COMPLIANCE OFFICE! AND DOOR. IHREC $IAPLE$ PER JAMS [Ufa BASE ON SIDELIIES. c e NO JHREE STAPLES PER -SICE JAM11'.100 HEADER ON SIDE41FES ACC(PI VAIER INrILtRAfIGW -SIDELIIES. LA EX SCAT. AND DOOR IRREE SIAPLES PER JW INTO BASE,UN I ANIl TO -BE APPLIED At SIDE BY SIDE IiPTANCE' 110. 0 1 6. LATEX SCALA I KJOVICA11W2. JAMOS.A 0 IAIIII V 1. 0,36 BE APPLIED Af.$IQE BY SIDE 14 JAIR hQj I kl _%III 'JAMn AND 510CLIFES.'' iz DQQR/SIDELI TE-,HEA DE9,- JAMBS" AND SIDELlrf BASE A a mud Bull JOIRCO. D -AND, S. DEUrc BASE- t0. POOR$ SHALL BE PRE-PAINIEQ, VlJH'A VAICR BASED EPDXY'VJI T .��ItEzMEADER,� DOUReSIDELIK JAMO,$, 1 PIT 1 1`1 OE IR AND Bull 'JOINED. IffiH3IiIVC,PR1HCR PAINT VINT A ORI TILA INIMESS Or 010 10,112 Hit. mnlLr, d mri 3 -to R RY S1Y_ �[K­ VAIC -RE IDLE VHIIIE� PRIMER, V1111 A OR! FILK Or M, 10 1? MIL. -BASED EPDXY -PAINIED VIIH A. 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Yi i , , _., - .. _. ... -.. t. ... ... , �. ... r,.. .. 1. .. ...., ., .. ., v - .-- �1 _ .: ,ya _ a ... __. ,_. '_ .. _- . :. .:r -w .... .a .... - _ ,,f -. - 1 t. -., - - .- :,%,:y:;. .: ,.... ,:.-. .. .. _. _ _ _ , v.,Y h. ,. .........,._11 M . • ,;, ,.- -. -. ,,, .-w .. ._.. .-,. ,_.. • :.: ♦ .. „ a . ..-..... .. .... .., _ 1. 1-1:1 _: y _ v - :. r.. ._.. _ ::-. ... - ... n. ...,,.. ,- ..,.:.. - t ., i .:.: , 1 _ - t t - I __ - � : � � . - �� ,_... .. m. 11 -71 ,: T. S. �' . . ' _! / NCS�i1MS ARE OPTIONAL,JIIAX.SHIM _ STACK 114'. r. ' .. MINU,i� EXTRUSIONS ARE ALLOY 6063-T5 . 2) ALL-ALU a W t;NESS 0,� 0062". OR T6 !TH TYP/c.AL WALL TH/C . 3) USE HIG1Y QUAUTY CAULK BEHIND DOOR FRAME. . 4) Gf 4SS::THICKNESS `BASED ON ASTM E' 1300 GLASS o CHART S, AND. MAY VARY DEPENDING- ON SIZE, d ' 'Q: 5) THE RESPONSIBILI?Y FOR SELECTION OF NORAt�'DEX I•a I- BUILDING' CODES. ORDINANCES=OR OTHER SAFETY" ' a . REQUIREMENTS REST SOLELY WITH THE ARCHITECT, A - . BUILDING OWNER OR CONTRACTOR. 6) CONCRETE COUPRESSAIE STRENGTH a 3,000 PSI - AT 9A DAYS ' (XXl 6 , SUDIN _t,1A5. COMPARATIVE ANALY5/S' CHART- ' '' - - RW ` F ykavS/ONS - , - , DE'XN 40A0 CAP '' " -PSF: = r W h DT flNCH SJ .: E y . E/G1fT .` G Lif N ESJ .. 1Y POSIT E NEGAT J✓E ZOO-3/4' . ao' 14J .6, - :46 2 -3 46. '995 46 dry VU f3J: '`` _ 1-/4'.. i6� �5T3 :;STS '.: 754/2: ' c 575 y+_ .57 S :5s f4J 5. :: �5`" 1 / }' 5 3 A .'' 4 45 ` 99e 4 5 4 5 /52-3/4'- J6 f 3J " 48S"" 489 116 3/4' . , _53.5 • 53.5 75!/2 5.3•4 1 55.4 �j /p � � X r X PANEL PANEL ti mv �/ Il L3.," l " v F_mPERED::Z,YA$S_- Ar � . 1 -,.' „f S1. (!) - -=` :O . ,-ter. '', , ,', -_ =' 1, . , . ►- /�-IV'_ J. . �' y: _, L ". �.:G) � _-3 ©'. P- n `Z` �n Z f /� ". �. _ ; } -Z ` .': v � i- S- 1 II - -_._:J �:1.�'--_I, .�­ �.: ',,�; - :, :O '' .-. r . r.T�.l I , , 1 .�: I �, t= I : 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO `� �,,� n Y, NEfiDE�i AND S�LL SECTION ���` d1�'NUFACTURERS' R COMM.�A''DATION TeAX -SPACING 6 'rp'' ' 1 ' , I I � N F ROaI CORNERS. 9° AT JAhfBTOP {LM1rD ?YPICAL I8" OC. �' T YP. �Y L�U�h� (2BY2) TYAC: t arlcH 12P21 rYrn Et wnraxv . .- f2) '10 x 13/_4• PH-Sd(S INTO ?_BY SUCK OR 721.31160 x 2-JI4' TAPCON THRU i BY ,SUCK. (SHOWN) (21 •t0 z t-3/4' FH-SMS INTO 2 x BUCK - • - . '_ WITH A t�/4' utN-EdIBEDdtBlv7 INTO itaSpNRY. - SEE ELEVATION FOR ANCHOR SPACING. SEE ELEVATION FOR ANCHOR SPACING. _ ,4 . - - — — — — - — — — e r FLASHING PAN BY OTHERS. 4. "'ATFR TIGHT ON -3 SIDES � . CAULK THROUGH SCREW I rJOTO SCREW 1LE TO NSTALA, PAV ION -I_ L . (2) 'tO x 13/4' PH SUS INTO 2 BY I BUCK wJTN ' c 3/16 TEMPERED GLASS (XX) SUDING GLASS DOOR =) COMPARATME • ANALYS'S CHART j FRAME DESIGN LOAD DiMENS10NS CAPACITY-PSF WIDTH HEIGHT (INCHES) I (INCHES) POSrrAlE NEGATIVE 72' I 80 45 45 Iz__118 (3J 45 45 _Tl .. (/) , m� oo . Z � nl r QD - . . � O:�-_ n C-) C-� ? 71/2' MJN.L AIBEDMEIJT No,' IN PARENTHESIS INDICATES rn (�i� Z y> SEE ELEVATION FOR ANCHOR SPACING PANEL u`iDTH 1N FEET M � �: ' e '1 t r2) 3; I6o x 2-3i,� o 0 2 BY BUCK SHALL BE OPTIONAL TAPCON OR M/AW! - SECURELY FASTENED TO. 2 BY WOOD BUCK n1 . I - . I . ­ u -a DADE. APf!ROv'ED CONC. I ,, TRANSFER LOAD TO . STRUCTUAL SUBSTRATE. iBr woo0 BUCK FASTENERS - . , 517E-WIDTH SEE ELEVATION FOR I tGS1YJ ;ivt Hurt SrACING. i - �m 1 I / ,1 n L. � 2� • . a P , �i (A iz . ; r -�� oaw fi I J. F zt Q �� s Q 1 ., i "' � lA r m - - t r $ n m rQ' \ j k ' 1/4' MAX SHIM4- • i ( WOOD RAC rSHA1NIQR T'P. HORIZOI�ITAL SECTION OPTIONAL (BOTI� JAMBS) i I ,MUD -TRACK AS REOiIIRED. !! MIN RECESS P AFTER _- I'BY / 2 6'Y BUCK . - 1 yNSTAt aTION. 1, , .. . i I - n, . - - (2) 31160 x 2-J14' T-APCON OR - S F)� - • klAWl DADE APPfWED CONC.FASTENER - � A -Z rn 16 ' -� .I . I . .I . - I .I : .... % ..1,14-.1 I..1 . -.,.- �I ,R. L . .7I *- f;- .I...I... - .. _.:, .I1. SEE ELEVATION FOR ANCHOR SPACING. _ _ .•a o 1 Q - NOTES: - 4L fi . cn - rr'r sm worn - rr so a ax N N I ( 4) SHIMS ARE OPTIONAL SAX. SHIM STACK 1/4" - y t . 2) AL A IAUNUM - EXTRUSJONS, ARE ALOY 6063 � !� - - I _ e OR 7-6 WLTH ,TYPICAL WALL THICKNESS OF 0.060. - // „r,1.F;�Yo a - ,,,,,,,— A ,' .. 3)USE HIGH OUAUTY CAULK. BEHIND DOOR FRAME. € '�'�` ' 10 S" 5. _ 4) GLASS THICKNESS BASED ON ASTU E 1300 GLASS s _ 4: CHARTS AND MAY VARY' DEPENDING ON SIZE X X X X ` e - 5) THE RESPONSIBJLJTY FOR SELECTION OF NORANDEX 9 PAVEL PANEL PANEL P„ I`'EL - - `� - .4, - PRODUCTS TO d1E1? ANY APPUCABLt LOCAL LAWS. T °0"� m4 .� - - - -a BUILDING 'CODES.ORDINANCES OR OTHER SAFETY 1 - -. - o 0 m � D - - - REOUIRErblENTS R7 SOLELY WfrH THE .ARC.l'ITECT. - . - - BUILDING 'OWNER OR CON• _RACTOR.. ,v � 1� = ' � y N h`EAI�ER AND SILL SECTION sl Co ACrR o s PRESSJvE srR uGrH - 3.00o Psr -� �- /� �% „ - F "A%%/ ' k � >v . T YP_ I - BY BUCK 7) INSTALLATION HOLES ARE, FACTOR)' PREPUNCHED TO b _ . . .MANUFACTURERS' RECOMMENDATION MAX SPACING 6' M I I - , � _ FROM CORNERS 9 AT JA 6r0P AND. TYPICAL 18 OC (2BY2) rrva. awomv' f2P2J rn�cx vAx .' __ .. — iluil t - e0JU WALL W% FILLED CELL NA1L'6 PAT7-ERN • - - - .. - W1(1)-'5 REBAR (SEE FLOOR J22i COIL NAILS. - - . _ . - . PLANS FOR No. OF CELLS AND SHOWN . - - . _ - - LXA77ON) - - . - ' ' DRYWALL- FINISH - .. --, - . . m — q 'L.- I .. ' c �r SLIDING GLASS .DOOR FRAME - _ Zr8 P.T. WOOD. BUCK ATTACHED ;w/ - - - - ' (91;J2d COIL NAJLS.STAGGERED - OR (3)'14' x 3-TAPCONS SIJI)li1iG? C�IAS.S t)Ol')R DMF EXTERtOft FINISH OP, - _ HEA1T .[JET A!L S/WLAf� PAINTED 2X Q STRUCK BL�K _ . DETAIL 9 `SLOING-,GLASS DOOR -IAMB - fbc200i\st aAslgdxnnI2S gn - . ' SCALE: l " - J'-0'` - REVISIONS : "­: I . I . I .., .Z�� ..- y I . I .. I , JI , I l , - . • (OA-lVDEX - COPY. il- c 2LI02 MARONDA HOMES �. - WINDOW . aroh&l Hotxie,"lz I .. .. .DETAILS _I . . I . ..' - -­- .I I - � - I - � . . -a . t4Q71 321-0064 4r}05 1AARONDA- WAY SANFORD,- FI_QR?DA N A1G Pr"7 I LSL53t 33 0Afwfvm*x%-nW-4.aaA . , ,. . ,., • r t _ , ,,: r' y .. I'- �. I _ ., 1' 1. .: t .: .. .� 'rl / L 1,,:i. ': •.. ' is , , y ' i r - ry , , i ':. - ,,. I .a , , .. I. - • _ , ; ' I -�14'I.:tI�II II .: ..- y :. , - , - , ♦ - '.. - ; • .. - _ II : ...-4 r II II OX �. f : i , QXO 1I ' Unite Unit` INSWING UNLT:WITH . G` .> :',SIN ,4115 DOOR 2 SIDELITES . SING4E DOOR &TWO S•1DELITES ", `." , g ry '; c: `a ; i• TYPICAL I1 N T T I C T AOEfl . ' TYP IYP.: I DE ATTACHMEN YPICAL MULL ON ATTA HMEN TYPICAL HE i 310E JAMB ATTACHMENT -., • 4 CLL �r� TYP 1�P !` :.:I: I II -4 1. 11�0.+wc�hreE : rrTrw•Vaa . YnI I 11 ', 1 11 I I TYP. r °Asrl4 'rIlN It1© (b �r r�. �If,� Ut�M 0 Q "r�"CrT - onCEN1EfilYP. 1� ®- 9u("GiiwIF M,YW11 4Ypr�6yyyy�ap���pyyjj Id :- - I iAtav r , I SECTIONA•A 1 N{)AtUI1CM OrINI I •'} ' TYPICAL 310E JAMS a • 6 per vertical framing member SIDEIITE PANEL ATTACHMENT *. I- • 11 per hodionlal IranOnp member �r/r . IO AwW j . I10 . . . .'- . I"� I ,�M*.T. I . -I.- �.I (.I" . r � I31. I .. . IUo00,ind strike plates requlra Iwo 14- lw - 1-ta%long screws per location. s_t1W ! _ w. `(7) MRI'7HEIGHT ��. .. F. E�.I -.II.i. i-.IUn I,I �I II ', t I-6I.;-fi".,.A..1I � .�� "- H. t • ,... , ,,r. . OA SWLLEA .,,. .. T t ff• .•, / FOAHEIGHIS ` 1 II t t . ` G�FAlEA THAN Y7 • Width of door unit plus 112' TYPICAL CAL i • Height of door unit plus 1/4' 31D JAMB ATTACHMENT 1'! )�"PNh .r. . _, . •I•I I'�I I , I I I'.I I^ _ !"o• r Iia• it uw It rflo %i u pprE Wort WpIQpl�uLi1u IM YIAlfIN lU pajpaapva I t - 1 t rlyc(p. G M0 u w 4:i Vl iW 1 KILN DnY V100D r hEIONi WSJ),) . SECTION 8.8 • „i TYPICAL THRESHOLD a ATTA ® SIOE6tIMENTEI ® 4 )fin a real-yr Gn0lnFof4"c.( ' TYPICALTHRESHOLDa Latching Hardware; tipiNo M-1 ITMO X" t'1GP MULLIONATTACHMENf (g(V]� t00t''D``lU1C��ll GR ((IIDI(SnGxxIO '1( CAPIrN K111tr H16irIWIn111l11AM)r. • Comptancargqubes Oat GRADE 3 or better (ANSUGHMA A156.2) cyllndtica(and deadlock hardware be Installed, srAx s E' -D", W1N.Ct - " rv��n�i w V`a`C+wa» I iiw„°SrI.lrw o- v. �` Was. i i rt% nrraKrq ° 1. Aochpr t*ulatlons have bean Carried gut with the lOvIesl (least) fastener rating from the different fasteners being considered for use. Fasteners p;;' 3 ` aiw(YTed 1pf this uAll l)loluds /3 an0 ►(4 Wood, screws or 3116" Tapeons. "9003 9`"' 2 The,wpad screw @fnp(e shear design values COm1 from Table 1 t.3A of 9NSI/AF a PA NOS for southern pine lumber with a side member thickness of (�C,fr n, (L`� 8" ^"" 1•t74 and achlevemiot of mkiknum emhedmenL Th0 Jf i9' fapNn single shear design values come Irani the t and ELCO Dade Country. ® t"111113" approvals wspectvehi each with minimum l•1/4*'embedment . ��g�y}�,c, y WaS ` i "I 1. Wood bucks b others• must be ancpoted property to transfer bads to the structure. 1 r - .'bi a U fiL, 9 Ly a�/�"GL?iltyiGG/��G�lGG�P.' �Hftst7GlRr aa\ Infxtrot l'7tF ..4.R....... - ur4a•i��drA 'fwnq«r 4. w• . .0 MuonlU Intunattonll Carporetlon . Apnla Mr/onite Intunrtlon+l Go/porlllon 1 m.rm . i OV rt�l= MMMd hM•wt'rrHlr/rsrrAra . ^V 1 ar Wdp 11 6f4"js11•IYl0..WW.rw - orylWh w ;.; I > ,.k 'y . XX s t t ,'-XX I l i t .Unit- Unit . ` INSWING UNIT WITH DOUBLE DOOR DOUBLE DOOR 4 1' - jYPICAI HINGE ATiACNMEHT IYP)CA1 ASTRAGAL PROFILES ryJ CL 6 . - ' ry/'a HINGE R 69/la • 11131161f'LP P fYP • TYP N2OAUF OQO PNIEL L I ftI E E . C alOEJAMq * 8 6. , I 1 II I i c j 2 JI/' - I TYP. 11 tA' 2' . I ® N/ p u A' NET e' IT • 1• r p u pp' {{��EI(( ' ' ouul(u •' I T wlunau I r a) iL 13.1516' 11. I8' l SwU w u- e I MAXIMUuM r=7a { , (jl, t .�� �i 1 OIf CEN1Efl TYP - f f' ':; / t .fit -;.`I ALUWNUNWAUDIOASIW1Ml1e.0EtAt9MUNWALLIMCKNESS)WIIHAOOEOREINfORCEMEN11NSERISAt - - 1 I TpppjWprTEN$IONAOU AO TO EXIENIONBOLTANDCYUHOEREGVOFAgeOIltA1CHINGLC ON3. ' ( r -� ,.v ".At GN*11 4aX1 PANH SCAEWS lOCA1E PfROW,V.,C i00Iy5NI►NNANOtTOC. &IuA IIVVWWEw J r' 0 u IpN .'.A •.t 810E JAMB ATTACHMENT - 1 - - f IM4 Iv �ElNL' , f NNCEfl•1pNf(0 KILN DAY ri000 8 per vertical framing member r f EHEAOE I•IlE'X49f16' 1 / I 6 Der horltantal Ira(thiap roamber "'j.-� ;"--I �';�.- "II . �''��.,1�' *:II.. I,I 'I �. �1y I", - ,>. - •.,t ,•i� YA1H i/f STOP H IGHI MINIMUM) )' p Hlnpe sad alrike plates requke two .,' 2•iR" long screws per IpcaUed 1 1 j�( a N IS a `r� dp �TtuN T a w E si e :Width of door unit plus Itr t 1 A • ., } ,I ! . • _ Heigh101 door unit plus 1P1' n l( ) �i I II II ( I ! ; FINGER-JO.tHfEO ( I 1 1. 1 / I I _ y, ,. +, ' 'r :' a t. KItH 00 1(UO 4- �IS 4 /& - r d . < ' L: Sl , 111�• - - - r , l NEI rI WN M M) - . ,.; - I.. @ - - i i; .- r Latching Hardware: I • Compliance requires that (:BADE 3 or better (ANSI/OHMA AI56.2) cylindrical and deadlock hardware ba Installed. TYPICALTHRE3HOf.D i - + r i'31pf;JflMli'ATIACHMENf UNITS COVERED ST COP DOCUMENT J147:Or 3187 r s_, Compliance requires that 5' UHADE 1 (ANSUGHMA A156.16) surface bolls be Installed on latch side of aedvedpar panel I) at tap `t and (t) at bottom. . �, f• ;` S :FI gE�',IIr�IN1E0q NoyAV" .. � NDtHS: - _' "^:. i1t Ora4oP1 N I tlf N�k k .• t :.,: t ;.. E,p SEr ,, 4x f ' . , I.'' Anchor calculations have been carded ou tgith the lowgst (leagl);laSAsnet raling from the different fasteners being consldered for use Fasteners . , r; • : ? 1Sdi+viaroRiaaNCA anayted for. this UN Include /O, and I f0 wgod screw{ a'r 3r16` Ta'pc, as. , f t• ' - - . - L_s ;.;;. ADNStAatFSAP c, r a ,. '' 1 a 'sl revel f coma from m Tali �A of ANSUAf a. PA NOS fpr southern pine lumber with a side member thickness pl > > . AEANOLD 1 ihawoof scrari sags she r deg ,Lie 0 le) i . _ . ,. " (( �6 x yy CAp U4' znq'ach�evsment of mlDlmum embedment The 3/sl)''lipcon 4inglo shear design values come train the ITW and ELCO Dada Country .r t...:. %, fi , ',.;. ":':: F�IDFJF Al1�IMilMI E.. 1'. ' ,: c1 < { j :aPpf6v* (asooctvey, each with mfnimum 1.1/4' embedment. f,,#� :. . .,...t:., a,..,+'. .,. r Its.. +.,I. ,:,.} f: -,:. H :.. .: .,. i .i S f. a_ () le R I. 4 r'. '. I c r t t i leadld.the Uuclure. `' „ f, R( yy ��ppNNpp 3. Wood buck by odEara, must be anchored p opery o bans a o s s . f . I " ' t FIAt NFAO WOOD SCAEWS OA , e, :: „ > .:, " Y lONO QWN WIPE 8 A7lE a t.. ;4 s , :1. t r -ri: ..t -:L: y. - _ .. . -; ,, .,. ,i. s ,. ,., '.i .-r r .. - f' . ..... ,.. . f, _?. I -Y. -... �. .� - - ..s, f a , .,.. ., 1.,. .. , 1 1 3 r ... ...., ,... .:.;t; .:. :i •.. .. ., ... ., F• ,.... ... ,., . t,. �._.. �Ify.4••b U•n .. . _. .. , sf.s .y ...' ...,. .. .. . i": ,...,. t. .. .:,.. , , f: 1 „ i ., ...v .-. :...i. .. , :. , .., .. . ,_ ,. P,i+cPvrt..• ems.. ,. %'// ,r ��,{�tM .// JG V t�i4X�Gfi ,. x e a•F���GZVl��a p4 e,ItOt:.': :. ere Ile Inurnetlo' ai Cor o Trion '.; ,€ .,:,,;>' I'... ''.... ,r ,,. ArlA trot.. ! :.,.y ,r.': , :'.: ^. . , > .. T rtl Q P I .,;. p, #» ;..,..It: ',... plr. 1� `.; ', .e"'.. a.,. .. .i. M}lonitf IAMfnitla. Al C prpo(itlon; er Lz;l ftrlo•rldr\AOpi.'w. r.44w•I *n ::',, II II I s .,.., :a.'','. , , c►+W r. r t•+r.•••7+/9•••�w. r,.- r .4'.• , ;..`,, ; alnn,lnerwoarlll llfrouwlw wro stye +f,, . , .. . ,I. .. _ ,...1,. .. . . Nat W r ilW Orin rYxlrMkl . , • .. - .:.... „, ,. - a .. ,. _ , � Q st V.) Z' - W � -x. i5 (tA�+ -yy � `U`t WV] Q �Ilq � F^"Ew9 8 lr)W Q � V), L'JN_ :z11 8 0 , tL) , Q�S , a . cq ¢ � LI.J I o � o ��t'� �2 (d SO- W, � o j IX p O ZO � 0- N> q' Z 66 T � �Cl 9 � 0 i' 3Zq -8 r r-- O 2 6 � w {�{� :G I :je to Q, W R n . F_�.�0 L, clE1 11 N . kl� I Q4 ® ' Q) � c Q1Q ¢ it- N a- 4 . -�: i � t Xll II ° SINGLE DOOR 1 1 TYR ; 6 � eeee pp pp 13 15/118T ' bil•1!B(T .. ,.. - ONCENIT KP. , i.-... i r- 6 per Vol" haming member { • 2 per hnlzonlal (ranQng member Hinge and Strike plates require two ;-1m" lone screws per locetlon. i { 1 I IF I• • Width of door unit plus I/2` • Height of door unit plus 1/4' yt ► s Latching Hardware: • Compliance lequlres that GRADE 3 of biller (ANSUBHMAA156.2j cylindrical and deadlock hardware be Installed. • . UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8' GRADE I (AN$U8HMA A156.16) surface bolts be Installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: I. Anchor calculaUons have been carped out with the lowest (least) Fastener rating from the different fasteners being considered for use. Fasteners analyzed lot this unit Include 18 and 110 wood paws or 3116' Tapeons. 2. The wood screw single $hear design values come from table 11.3A of ANSI/AF 6 PA NOS for southern pine lumber wlth a side member thickness of 1.1/4' and achievement of m(nimum embedmenl. The 3116' Tapcon stogie shear design values come from the ITw and ELCO Oade Country 4ppm4s respectively. each with mlnJmum 1.1/4' embedment - I Wood bucks by others, most be anchored progeny to transfer loads to the shucture. 1 1 .pub In - Y PT�sA+oaae.. �er> 'F • 2e4�zooz' A0 .rrolw rfaodq Fynrrre wtrr t°craw+. Mlronite Internellonal Cotporetion �ta rreid drri eaJrttlr •/enpr arAW MtkA- - X Unit INSWING UNIT WITH SINGLE DOOR y TYPICAL HINGE ATTACHMENT TYPICAtHEADEB A SIDE JAMB ATTACHMENT Y 4' BUfi NNGE FJLN DA WON 11{/oA/UGE�I7,-�FP�.ItAEft�w,�Gp p r� Sloe JAMB � ► - I .JIRPANEL (t WITH I? IItpp6pp n e� 1 HEIGHT IAIIN ASIUM) r% I 1 WObpbCAEWS II�O BEADtOEl�O SEF MI !NU aIN71r SIGN 1fIML TYPICAL THRESHOLD A SIDE JAMB ATTACHMENT (3)?CROWN 'WIRE STAPLES HNCER-JOINIEO XILN DRY WOOD —610E JAMB`I•IU'x4WIe• Willi I/Y S TOP HEIGHT MINIMUM) (160H PERFORMANCE ADJUSTABLE CAP THRESHOLD I e/16'X 1-3r1'CAP HEIGHT MINIMUM) �— FLrHEADWWOSCREWS09 (a) 7 LONG X Itz• CROWN WIRE STAPLES Tar A. fat M u»i..oearars rraww n►�.•r+^+w w.�•aKKw sren W VaIA Val rJira II Oa•q •Ilrwl oMu m ;1 XO or OX T Unit ' SINGLE DOOR WITH 1 SIDELITE pp�� MMII6IA 1 1l8(r ON CENIrER nP • 6 per vertical training member • r per horizontal framing member Hinge end Strike plates require Iwo 2.1/2" long screws per location. MIM. Yi's1�iMW • Width of door unit plus 1/2' • Height of door unit plus 1/4• Latching Hardware: • Compliance [equlres that GRADE 3 or better (ANSUBHMA A156.2) cyDndr(cal and deadlock hardware be installed. Holes: 1. Anchor calculations have been Carried out with the lowest (least) fastener rating from the different listeners being considered for use. Fasteners all*led for this unit Include 18 and 110 wood screws or 3/16' lapcons. 2. Be wood screw Single shear design values come from Table I IZA of ANSI/AF 6 PA NOS for southern pine lumber with a side member thickness pf 1.114• and achievement of minimum embedment. The 3/10' Tapcon single shear design values come Irom the ITW and ELCO Oade Country approvals respectively, each Mill minimum 1-1/4' embedment 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. nt • s r I _' �AqN t9t 201t • rp!{fitTOG14'��a..l ���� �V�{�-W'�%�fiifi(i� • �, �i ' aniwu.•rgxoaw'rl r,aq..a...pt mrq Mcewur� M.+E9nitt Inter n,�tlonaLtorDCratton . ' � rwWIW rINreMN 1•gKrll a•�Mnal nNo• a yL I -. 77 r FINQER-JIVED lu =qYWOOD S�I_DEJAMa ri1IN XxStop HEIGH11 MINIMUM) X,l - ui'►'�"i� OUTSINING UNITS WITH sINGLk POOR TYPICAL HINGE ATTACHMENT TYPICAL HEADER A VUE JAMB ATTACHMENT e' A 4. 111,111 HINGE (12 GAUGE) KILN ORYwo00 ' DOOR PANEL IRAM�e�HEADEA n $If)f JAMO HEIGHT MIN tslo /J V E% 0 — O 1 0 - YnjJA sung / I[AT HEAD WOOD SCRE'N6 OR (3) T LONG X fir CROWN WIRE STAPLES ����y�u � • N,I p, rat . rWlfJlfi Y.�[.u�c.. QI G"1M14 x.Rrtl II,MNO kr M4V dM MMIouM Melonite Internetlonel Cotporetion a+o•.a raw arNN weaqu a.w..uw �rw XOorOX I Unit INSWING UNIT WITH SINGLE DOOR & ONE SIDELITE TYPICAL HINGE ATTACHMENT TYPICAL MULLION ATTACHMENT rrre1rI wxA IIr mill ME ANI � IMaA MxEI (f� Pay ° rat I n� 0 xtwllnuxaAsll J a1 FOR ))'0' HEIGHT 6MALLEFT G�EATER THAN 17 TYPICAL HEADER & SIDE JAMB ATTACHMENT /rl syUirrc+ pp NINMn•%JZ � B — warE. l Irwuaxll8 u'�u}��tallex Yli6lta•`li°ry Tait Ma•ntYmYtNn tat alra;fJL+..rur1 SECTION A•A TYPICAL SIDE JAMB 4 ID LHE PANEL TT CHMENT I Imo- MRN t?H°I�IV TYPICAL THRESHOLD 6 SIDE JAMB ATTACHMENT JL Ilyryl`µlepT~YII.) `lxp74opl��10 UWtt1"W"In ! W LOYfN�M�t .IL. (TAT YI qqpp 611E N! ID .WE Iw ♦ xxgg44Y Art° M �ri 14ue•xb I wl"I A/r Top xEmGHr 4IN1 SECTION 9-ngg ® {: TYPICAL ANELNpID A ® s 1 ATTACIMEN1 J• i�n — t qx yi Iixo rE,ir 11EAy0 a PR�Rt�N cE 64O TYPICAL IHPESHOLO 6 MULLION ATTACHMENT t r pp X Irr1•R (ri�Ayy; oiil�OLr uP Ldow11 MA( HUGxI WxIMUM) Y1G11 nr�.rcr SSIAPti6 flew r�xWw _ E - II.�r.MtJYI V(Ij{YaW MMI?'Sirs �p�n S/ILGE M�rNiF YNMWI r x0o0i�i%1 ' ® {�iilartwiwnonu+ME FEW y npA1 yy 1 I�AMOfN Af1A0WpI °A AIM r«rr.zcat wtnwryriaadrrozr,.,,,,wmuwlwau,v, °rrP ad Nrgtl oYll Mlatll mrrp alroH Nka f7K6hfoQaR�.TA.. �.����t1yi2GGe' MF[onitf JnTFrnstlonsl Corpo[stlon FNGERJONED ZWaco "1XlltLN4 aa OP REIaHTMM ) Mosonits Internstlonsf Corparstlon O �R� a 0 jil LL- �W� � vj Uj I� En V W N Z O W W Z C) O s gLLUJAU v' o k N x O p Iz O � J zz (d § O U q { � o o � 9 a2 f: fV F3z Lt) — LLj r, Ut�1y�j r}��trJ ��w Nrr QW W a k J a n SHEET: