|
i 16 t5 s - D EDBE-N. aH 43517
<br />t«. (c 11)::9_ 174D
<br />11CONSTRUCTION SERIES'
<br />68" SiNGLE AND DOUBLE W/& bV/OUT SICEF_tTE'S
<br />INSWING / OUTSWING
<br />(NSULA TIED FLREROLASS DOOR WiT9H WOOLD IMAMES
<br />--10:537 MAY. OVERALL FRAME WIDTH --a+
<br />t
<br />Y 3 9 I
<br />7Y
<br />2 •
<br />t) °I
<br />5
<br />g ¢ #�
<br />d _.1
<br />a y
<br />cr -
<br />ii i t
<br />General Notes
<br />Dose F t .f)E fTES C7XXQ
<br />1. his oroau� ouch rig d wng has been developed in co npg7nce: t e 2, iT Ho do . v, LsESfGN PRESSURE
<br />Duildt , C 1-S ecrk di tg tti O h velocity Hurricane Zon . See , eCe > ccr-m _6 A) -60.0
<br />Agencyy e-irf cte urfc s . spearcar;"'ans cr.d ralhgs.
<br />2. Product cr s."! be as Iis%d and spaced as shown or. CIFI a k cam; ^inedme,nt 74.57" MtiX.
<br />to Lase m".:terrai sn ll oc acyufw3 wu$ diessntg. s1uLcu• fool r.. ,.rick anal other. waall 3,.Sr.i' avti;. OVFRAI I- WIFITH �I
<br />wr�;f. •
<br />3 . Vilaod sc� 7 siaen,vF: rasa uf,VwiDy irtstV6afion insfi:i.fcafv v 4fw:,' A �?A rsDS �"�5. _
<br />All other tc tens , r,._ to ueindollnd following Ya>ter e ^c € e Tfirf hm zrlattnn
<br />4. Fastener : e-nf ersh distances and cent r-certte distances I ` Fa_tene embedm -f�.,_ s,? a e ; es_i^ai cc as r
<br />specified t' the lm enr�f rnanufachirer but in no instonce:ihall he VV c:_;s "than shown r
<br />SG k` Y
<br />d27wng_ s R
<br />✓ .�
<br />B
<br />�I
<br />S
<br />�Y l
<br />f 5. Wheal sr'u'ms are Lssedr +#'tey r=ntst be a'Ylgid t sEaii' rnoiekicti f'fnet r r-,p `ice, `.s;'h'hie L� �
<br />! requ cements of the'&u7 -K. � t
<br />m 111 S'
<br />li
<br />8. Positive on;:,' negative d -s!9't pressure requirements ter use wilfi f this drrns3l^g shah be
<br />defer.mined#.,, oihar:- spe jobsincccadon:esswitr'-In Ggorer-rngccda € �_-I > iJ'
<br />. Site canes-,iQ; s riot caved oy INs d:av wag are subject *o rulIhei enyanoOmni g ara,-*
<br />I
<br />TAWi?f CtSli:'S ITS X DOU E XX
<br />MAXlvL".tX DESfC-A, f'.R'_FSSUPE MAX DeSIGN PNr-35€1RE
<br />err 9 15E3CdPrO€: 67-0 -677.0 +60.0 -6€1.0
<br />i Typicaf of vo'i^ns, dasg pressures & gerveral notes
<br />i 2 I suck rs fi' -- ---
<br />Frtsh ne T•.a --- -----
<br />r'-__-
<br />5 Ancho, & et,.4al cr s zecfo: s mmoriryfwoccl/s`ad
<br />63 I T' MAX.
<br />OVERALL WIDTH
<br />t`1 3 .9
<br />y3S 7!
<br />CCCCC��
<br />t
<br />3
<br />I 1
<br />t '
<br />S
<br />SNCLE W/ SOEUTE5. QXQ
<br />T,.AAX MIDGIN PRESSURE
<br />+60.4 -60.0
<br />510CY MAX.
<br />OVERAL. `.VIDTH
<br />`I`V s s \
<br />f 1 a
<br />6 i
<br />, t 1
<br />mil S ii �I
<br />r; t
<br />1
<br />1
<br />d; e
<br />r
<br />r; r� ,
<br />{
<br />,Nt.r_E WISiOFLiTE OX
<br />AIfAX DESIGN PRESSURE
<br />u'ar ngrs3fa8 z
<br />y: DT
<br />�= w1w
<br />;mac tva.
<br />F1 5262.. ss 5
<br />FL#5262.2
<br />„.e
<br />t--3 �'r �--- iw 3" . .i l- s -i`-' f -u3"i 3 b ° ~ $ s t a» .-. -L K 9 :'• I
<br />-' n o 9
<br />a
<br />>s -
<br />i•-t
<br />_�� t _,� � � ��
<br />r E
<br />� � � � I � � �Izx sucK �
<br />ILLION in >VIN_TnA_ATMN
<br />I u�r -OR
<br />r. (i! f�
<br />i ru a q6
<br />- - i S i'�r
<br />- fr.
<br />i�L•'c. ErG� F
<br />�
<br />,
<br />ht =:f cs..G,( �<f L4Ot
<br />W 2X BUCK INSTALLATION � z ` � � z
<br />W S=F NOTE i-
<br />{IxSUCK
<br />' 6 - K 1} STAt IATa1�99t 6 U I` -
<br />1 ; )W/I t B . INSTALLATION
<br />I, SEE 140TE 1 '
<br />1 # _ SEE NOTE 1 - e S f k SE
<br />tdiDT£ 3 NOTE i � #
<br />SiE�t 6 •
<br />d 1 cs
<br />t6 ,Ci?ii`3. 6
<br />a•� us �
<br />3 \ f
<br />! N - 2 l 1
<br />{ � ac f)E7AIL
<br />I p 4
<br />�I � i,,'! �t ij fk� •3 r£. a� `z
<br />.& TAt �
<br />I 1 tl'12
<br />16
<br />t s
<br />Ir
<br />i I•. ` 41t%ll
<br />iLj { r�ef_. { I.f ®ld w c�.� z
<br />e
<br />._.
<br />7
<br />VltiY C"-"C" SINGLE DOOR F4fcf,^,FifTE^_+ 1P€1�" '�'-"�'. w�1:' "'C"- "Ca SINGLE .yafiR WfSPVE'tRr :hE4Y ..1=,. "8" SIAF>; t_- .1�00t2 W.E4'i 'A"- 'A aaI I
<br />r17f ]1tS: w/2S aiiC!i r STAI 21
<br />INi ATICi`re` a t
<br />1. 214'ITW concrete screws a!rciwring kirrie ar;dfar sffareqr�'ufre a Ir kri.,3m 3-117' r t I ,
<br />I ciao, •.. .Icn--scri-y ig.a1-'/4'rcnn,z•�:r�emb>dr;-r,*orra r,m4i r3' 1 � I I j l t
<br />cleUruncar tc arltacerA carrcrefe screwc#f.% s. Substitution of eCoaasBtS �..rawrs from
<br />a ddt¢rimt sf 1._r may have difln..r:rtf edge dalar:rce ce and cenrerdstarj} iNSTnLAE 2
<br />raI ! [
<br />rege.>cmrn:�+•ts. 6'rr:�ats s,. ew loco;ians of the corners, and at m?:Lm.n kSEE NOTE 2 atateans \ >< "� S rl
<br />tacafions, maybe mine minimum .de_ rfslance fr rrnimt
<br />aa;s.
<br />1f
<br />co ncre te 5cr-_ La--:fir.3nf r?nfnd>r "MAX. ON CENTER' misr be ^f>;rs?ed-fa
<br />mamtcrr"isr,-:"-sM=sdm:.cefortce. tW rncrlX.rlft ad�tac=ia r;m-„e;s =.'s
<br />may be required to iii.mure fhe maximum an ccrafer a.rrtefttron is rapt n :aderl. aw _1 rate "e" 1It
<br />.,n 'r
<br />a
<br />rsillI t i'aa.- 1....m s� 2. 3 r1V` •ic.:e sLY F CnE -nn trace ar�far uu .. T ,.6
<br />i4' 2it ADOr f r-.
<br />r � i
<br />cfea'ares:P,^,tam+,�•r��47if"#ran.mumembedmerf3nclaruz,...�r•a<rl4' -s -
<br />;NSTAusT;� ram ` t I
<br />cr« nr-Y*.' �srE-r«eie sr :a+s unks-.0 atiset:•rsa rviusi r,
<br />man:,tac1'ur. SY/1X Elr.K
<br />INSTAatAT1aN,�"`-,��
<br />' ' tFt \� I mvE: IIo f3ja78 z_
<br />3. Thes�eu`i Is direct se; ;rfc the jamb tititiKs /12} N2" am #43 a �&x p£,`t. w screw. NOTE t
<br />x.
<br />17Tere ae lk) u1 ocn . enccal lamb, from the tap down at 73. . 48 & M's--
<br />The-nF . c Pile r;C d_ur _f A_ .,um the out:dt6 "'w- :lr ir3 22,
<br />of fns 3G: R"irurn rh>v :n;+s cg-1 lus. i1f csc &r ,s`w 3
<br />bEiT,4.12. '4' eawa�ua- z
<br />�FL-52�62.2_-.53�I
<br />2-1/2WIN. FROM 2-117 MINI. FROM INTERIOR
<br />N,ASONRY cDf' - - Asi_)NRY a)GE_ ....
<br />1TYR, f RYQ.j ` s
<br />- - -A 1
<br />1X BUCK ,m
<br />>; g
<br />I q
<br />c1 n
<br />INTERIOR EqERIOR
<br />r?-'l WAD JAMB
<br />13 To 1x:, rack
<br />i lrM.veig shaven
<br />fl
<br />F > __
<br />r2X BUCK
<br />1 INTERIOR
<br />�°2
<br />1
<br />``1
<br />i
<br />fd tt
<br />3
<br />T�,
<br />i
<br />k I'
<br />MIALION
<br />N
<br />i
<br />i f
<br />i Iu'Li_iGiv
<br />RASONF,'f� `= I , SHOWN Fop MULLION
<br />OPENING SHOWN FOR
<br />{
<br />} .
<br />� { I
<br />� �
<br />Iii
<br />MASONRY_]
<br />f I SHOWN FOR
<br />s #_ REFERENCE F
<br />j REFER�tvC_
<br />�
<br />OFIENNG
<br />TYi
<br />2X BUCK-4It SEE NOT 1
<br />i
<br />#
<br />RE
<br /># SEE NOTE t
<br />tl r l
<br />fl
<br />{ 1
<br />2X OUCK
<br />1 1
<br />LI
<br />A4 . CAL
<br />-SHOWN O4
<br />t;
<br />w
<br />1 Ift.`
<br />REFFEREN
<br />ti
<br />•
<br />DOME
<br />L14SIDELITES
<br /># Bar;_
<br />ANCHOiri?+1t
<br />ttvCK
<br />- 7
<br />w
<br />`4
<br />4"
<br />t---�-t-�-t
<br />Al
<br />MASONRY
<br />n =c
<br />v
<br />�i
<br />OOPENINGTY,:
<br />. HEAD
<br />& sA4RBS
<br />AaTRrsGAt.
<br />I
<br />j,
<br />i
<br />R.
<br />j
<br />t
<br />SEE NOTE
<br />t SHOWN F01?
<br />2X BUCKS
<br />ii REFERENCE
<br />�i
<br />jI �
<br />{
<br />fqql
<br />®�_3
<br />I g
<br />BUCK
<br />A,NCHORtPffuK ANC iRHORR
<br />j
<br />1 j 3 -f-
<br />{ 117
<br />#
<br />i�
<br />SEE rreTE �1i
<br />SHEET 3 n '-ZEE OETPJL '3" ii # ,q 1
<br />ie -
<br />{ f�
<br />1 ASMAGAL `0 MULOON-`.
<br />i
<br />ik
<br />SHOWN OR SHOWN FOR
<br />t F � H
<br />iI a REFERENCE {{ REFERENCE I g�
<br />1-3 ONLY (Ii
<br />j SEE NOTE t ! _
<br />FSHEET
<br />QP`
<br />r~
<br />�v t I la t t {{' 1
<br />Ps
<br />}
<br />I
<br />DOUBLE BOOR W SIDELLIES
<br />NOTES
<br />i[
<br />I
<br />&UL30N
<br />�
<br />-isri
<br />It
<br />f t SH `"NFQR
<br />MASONRY
<br />�o
<br />o
<br />m
<br />OPENi I1r (IRcFER�NCE
<br />' r 4E
<br />_4o
<br />1
<br />tF-a
<br />i
<br />L: -JAMBS
<br />if a� 4'
<br />r _ . S
<br />'3 4
<br />fISEE NOTE 3
<br />a - 0
<br />[) -?- W
<br />r i,
<br />m z
<br />MULL'CIN
<br />SHOT N FOR
<br />°p o
<br />11 REFERENCE
<br />E
<br />II
<br />gg
<br />itt ¢ z
<br />it _Q i
<br />r � o
<br />i
<br />I �
<br />1. 1/4" E7ec Concrete screws andhor'n,. 2K dv K raqufre a
<br />minimum IIctearometamaso & I 4 ' m
<br />ay ages a dt mmrmu
<br />P 4" -0 P /t' emh..dm nt and r, rval r,'°(.. rrranee fd o ac .nt
<br />1
<br />e
<br />caricrete screws. S st#fsshar: ti€ equal �rrrr-e tt� screws €ram a
<br />c`frlterenr-uaptie mrnyfiov- -mdGianceand
<br />carter dfstance rmr net;tt cancrete srsew bxaitcnt at fF.e-
<br />comers, of mullion x;cations Utrrcf at ashagaf tocalkm may be
<br />adjusted to : rlcint4rin tpa r» 4im m edae ctiSturce to mortar
<br />jofnk. it conorete screw ioa rion noted ass'yMAX. ON CEENTCR"
<br />must be ad fea TO r� .mnki -_ n&A-rawn edge OkfforIC& ,a
<br />mortar aarr3t5, ati�.i.'1nv}C:i:,y'lz-aCtr"rYi SY"4}' BQi"iF�d fa
<br />ensure ire malrLmum �a c-�ter,� ,e.�r-.:;.^,at exceeded.
<br />MASONRY
<br />I
<br />3" s
<br />x_
<br />z
<br />2 BaIC
<br />rc t • � a
<br />c tt e
<br />_ . DETA
<br />S
<br />J 7
<br />i W _3C BUCK'�-
<br />a ! Ie_� r
<br />SAS'iA-4TION N 1 , A x a
<br />¢f �n in iNSTAL.AT MJN ey"{
<br />. I 1 d! C �4
<br />,�`. 1`F _ i _ N t� t BLfCiC I S ., �•e �
<br />INSTALLATION ! I a' � ! NST41 °_ATir ®r � i a'
<br />FYr HEAD cr
<br />�N",
<br />`i D :I -
<br />_F`"fL 5��
<br />Ra`
<br />_S '14 F•0.1r � tt
<br />F
<br />SEE VOTE 1 REFERENCE � JAtiBS -�E �i
<br />SHEET 3 I - ONLY {j SEE NOTE 1 f a
<br />n sHE�, 3
<br />-
<br />SEE NOTE ? SEE NOTE
<br />iz
<br />SHEET 3 %
<br />SEE -/' - 4 F--N SHEET 3 _ ;SEE CETRiL
<br />DETAIL "4" k to
<br />N
<br />FE
<br />I
<br />t
<br />n
<br />OQU€iLE t?C;C7;`R 15'E:F "A"L- A
<br />I f 3�a
<br />to/2X Bi' - i # p
<br />INSTALLATION' XA` 777
<br />(fem
<br />TOF SC12fr` ON
<br />€ uteriol
<br />A
<br />t 0 x 2- I d Pr# l D-0 SCREW
<br />ST�L
<br />B
<br />i0 X t-3 -4 PFH liDOU �saCw
<br />STCEL
<br />(
<br />TO X i PFH tM tDD SGREk°l
<br />STEEL
<br />1
<br />2
<br />3
<br />}R s 3 4 LG. ?Fri If{if3L> aCR.Eki' H#t1g_e to Frame
<br />STEEL.
<br />l O x 2 �O. Pet W000 SCREW
<br />8 x...2-1/2 Lee:. r°FP 0-000 SCREW
<br />STEEL
<br />STFL
<br />FF i trtLCO SCREW
<br />S'c£C
<br />CONCRETE SCREW
<br />STEEL
<br />is ^ >. A r
<br />UO P�1" SCREE
<br />13 t 6" x 3-1/4" l Y PFH CONCRETE SCREW-- -
<br />F
<br />ST�cL
<br />1 1
<br />EL STE
<br />P
<br />x 3 'ate ;in COINCIZETELW
<br />STEEL
<br />I 1
<br />,3
<br />MASONRY 3,192 FS, MIN Of BETE CONFvORMING T' Awl
<br />571 OR HOLLOW BLOCK CONFORMING TO AST { C90
<br />CONCRETE
<br />16
<br />? 4' X 2-T 4:' PFN ITW CONCRE< SCREW
<br />STER
<br />20
<br />HEADER Ma (4,655 X ? 5 T}aRtAA-TRU i'f1�E SG >= 0.42
<br />4Y000
<br />1 21
<br />{ V4` THK. PPESSUIRE TF&:- U SOELa''4 PAD
<br />WOOD
<br />iNTERIOR WI
<br />EXTCxi I o{}U cl na`
<br />I x �
<br />'�T l i :slfF3 Tt d
<br />2 112 MIN. FROM j t =/2'MIN- FROM u t
<br />-.-.- MASONRY _EDGE r_,ii S0r;RY WIGE" a a
<br />VEIVICAL ICTION I
<br />� U
<br />y KOP
<br />ITERI����p[9 E R
<br />IL
<br />i- a `a;1tt<!. FRO&Y -' t `tN• FROAA # ?
<br />�- 14ASONkY EDGE MA,5 'RY EDGE- - !
<br />(TYP.) Mp I
<br />�d VERTICAL CROSS 4ECTION
<br />v, lnr,g En�ai;o� � i j
<br />t INTERIOR % EXTERIOR INTERIOR EXTERIOR
<br />z I t 1 f
<br />o ? MERIOR t qg� r• I
<br />C;
<br />I S1iaV xRAG„ 2X BUCK - . � � � �_. � -a� • F - 13
<br />i 9 7 a tgiY. E�eB. c�•a. --c. t -,.�.s - ' -i -__ ! -06 17108 a ` r.
<br />- LM3. TYP. INTERIOR EXTERIOR .w.� 2-1f2"MIN FROM I 2=f2 MN FROM 2-11ZMIN FROM 2,112 MIN FROM SCALE N.1_.5. �.
<br />mAsOwl( E5GE--.>r4tof,R -GErn _R" M-kSON-,
<br />2 iJ R HEAD JAMB f Tyi j gufntiar:�P.} P rid:; wH
<br />To sbdk f I7CAtGC
<br />A$ SIDE . ft
<br />jJTa2xshfiuck �VERTICAL CROSECTION
<br />Irswdlgshown - womrr7shown contt
<br />a3
<br />41trr a tv, uroliarr FL-5282.2-6@ a
<br />- 5 � 5 ..
<br />EXTERIOR
<br />A
<br />�12y MAX.
<br />1 f `-sf-A SPACE o
<br />I_I.ta Mom. INTERIOR EXTERIOR
<br />e:�' w 1}s ii- 3 AFAD JAMS
<br />To Wood frame S To w+xxttm IR
<br />lr&nhg Shown answtrg shorn;
<br />1 • MIN FROM 1 ifi?h. HRCi,Ak
<br />-g-"- MASONIR'Y EDGE - MA.SONRYFOGE-
<br />�pfl (P2
<br />A/1X BOCK 1
<br />INSTALLKPIOtat
<br />SEE NOTE ; Vj
<br />SHEET 3 1 j
<br />j1/
<br />�F1t_.J M-ffui;K
<br />INSTA! AMN
<br />'I'
<br />y+/'9XU
<br />t F14i1
<br />ST r t w r-
<br />SEE NOTE 2 i
<br />SHEET S
<br />MACH •y"_R4I2AL THROW BOLT
<br />AS I-1GiY+i.
<br />^ f C•r
<br />- r r
<br />LETfif,
<br />I. .
<br />t
<br />I a IZ' I L
<br />WWH
<br />n�vrnrz: rya; -t'`
<br />fr
<br />FL-5262,2-•63
<br />::YcS 4 - 5
<br />DATE
<br />/ro/
<br />SCALE.,
<br />11 1'-" 'FAGE 12
<br />o
<br />1/4
<br />DESIGN SERVICES iNG,
<br />MOBILE/ OFFICE 352-206-5527
<br />OFFICE FAX 352-588-2342
<br />R. 8. 1 ANLEY P O BOX 1325 SAN ANTONIO
<br />I FLA, 3351ra
<br />THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
<br />NO LIABILITY INSURANCE AND THEREFOR AGREES TO
<br />HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER
<br />FROM ALL CLAIMS, LOSSES AND EXPEN6E6 INCLUDING
<br />ATTORNEYS FEES. ARISING OUT OF OR RESULTING FROM
<br />THE PROJECT, THE DESIGNER IN GOOD FAITH ATTEMPT TO
<br />PROVIDE ERROR SEE CONSTRUCTION DRAMINnS,
<br />IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
<br />BE HELD LIABLE FOR THE T F E COS O THE REPAIRS OR
<br />DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY
<br />AND UNDERSTAND ALL INFORMATION BEFORE BIDDING
<br />OR STARTING ANY WORK ON THE JOB,
<br />THE PLUMBING , ELECTRICAL AND MECHANICAL
<br />FARTS OF THE PLAN ARE NON-STRUCTURAL AND
<br />MAY BE ADJUSTED BY THE SUB -CONTRACTORS
<br />PERMITTED TO DO THE JOB, BUT THE CHANGES
<br />MUST MEET THE MINIMUM STANDARDS OF THE
<br />CURRENT FLORIDA BUILDING CODE. THESE CHANGES
<br />ARE. NOT REQUIRED TO BE VERIFIED BY THE ENGINEER
<br />OF RECORD FOR THIS PLAN.
<br />BECAUSE THIS IS AN ADDITION IT WILL BE THE
<br />RESPONSIBILITY OF ALL SUBS AND SUPPLIERS
<br />TO VERIFY ALL INFORMATION IN THE FIELD
<br />BEFORE ORDERING ANY MATERIAL OR STARTING
<br />ANY WORK, Ti'•-I O �,1
<br />ER RE RE R E MEO N QI.iI S THAT
<br />THIS NEW ADDITION MATCHES THE EX#STNG HOUSE.
<br />IF ANY INFORMATION
<br />OR ON I SNOT ON THIS AN THE
<br />E
<br />CONTRACTOR WILL NEED TO VERIF'T' THAT THE NEW
<br />WORK IS MATCHING THE EXISTING,
<br />THE SUJEENEY ADDITION
<br />ZEPHYRHILLS FLORIDA 33542
<br />EAST PASCO COUNTY
<br />11-26-21-0010-21300-0010
<br />LIVING AREA IS31B SF
<br />I
<br />SCREEN FORCH 24a 6F
<br />FRONT FORCH 100 6F
<br />ror.aL UNDER Roos Zas-r SF
<br />THE CONTRACTOR WILL. BE RESPONSIBLE TO VERiRY THE SF,
<br />DAVID UJ, 6MITH/ MS. FE.
<br />FLORIDA LIG.K 53(oO8
<br />352-521-0865 OFFICE 352-521-0861 FAX.
<br />9909 WALLASTON DRIVE DATE G1T'f ,FLA. 33528
<br />I HEREBY CERTIFY'" THAT I HAVE REVIEWED THIS
<br />PLAN AND FOUND IT TO BE IN COMRLIANCE WITH
<br />ASCE-'IF THE FLORIDA BUILDING CODE- 2001 EDITION,
<br />AND THE 200S SUPPLEMENTS WITH A L REVISIONS
<br />AND UPDATES TO FE31C-01,
<br />DA1/ID W. SI`"CfTl---I 1`''rS. PE. # 5308
<br />_TI YI I i,l1 i -
<br />111111 hi�,.-liarif m;t a ImrI -1- I
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