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<br />S9E ELF/CHART FOR SPACING
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<br />1" MIN. Pt HETrM 71014 Ili W 1t1O00
<br />THR U4' M #N IitIF•#D BO iKPiSTfl�It N MASONRY OR VIR5Git.'Y INTO MASONRY
<br />EACH vENT CORNER SEALED WIT WHITE COLORM SFALANT.
<br />a
<br />3. �`00 pito putt is oLrst NFdi AS PER INS Si31> M FMVA SCgt, WO COOZ
<br />1994 12001011 Mit idbtt 1-! MHiY 04'240t rLORM& " £.'t}DE' ,
<br />930 FQR WIND liMS AWPIR•A5C9 7 AIS11M. COItRRCIAONDM LC7 %
<br />S. YtCIOD DIIM BY OTHFAZ MUSY 99 MkCHItllW PltoplkY -To VAWJM
<br />LQADS 10THE SMUCTURE,
<br />p. 3C¢iC A SMALL SE AS 'LISTE:Et: SPACED AS SHOWN ON OUTAItS.
<br />ANCHOR .. meSC�T TO �E td,5T6I#iAl. SHALL BE BEYOND WAIL
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<br />Rouggh openings are 1/4 smaller on each side and 1/4 smaller on the
<br />header than Therma-Tru dimensions,
<br />CtyttAA AClHS SIV;:
<br />ATIZAINFILTRATION tas�'t gSPSI,
<br />standard rough opening
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<br />..•...... - 3l9I3r"�AHN. MAX. JAMS $09W SPACIOrn 15-3/4" b tti»3t4" Use only a riaxlmum of 1/4d thick shims,
<br />iBt►Tiia A?6 ' tI 84'J $'%±" ILA tltil t3 »,-a.». • I . y �
<br />` MPTFIt81 ti # C�l»iCVIPA�T ESlSTANT Predritt the jambs and headers using 1/8 drllt bit, Predrilling ?
<br />IEI b increases structural performance.
<br />; ; PLAN V1 - - Use. only -llZ' wood screws (#8 and I#10 when securing the pre
<br />Y.�'`'�" j . hung frame to the rough opening buck, Drywatt screws, deck scree,
<br />2a_9 fi"ITYP, and nails are Insufficient anchors, and should not be substituted for
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<br />RECIUIRIMI:NTS Oft THE 19194'DAOE-1COUN'TY.901TIO14 OF THE l40UTH
<br />FLORIDA OVILOINO CODE I91t 64104APT9R'4 "CHAPTER 23. C44APTER 39.
<br />CtataE4R TH1T: i1RtE fG'CGiIDIitDNS'St#i941at tal'iHtS'04AWING. '
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<br />' Be certain of the number and placement of ail screws securing the - rame
<br />` t*t to the rough opening buck, Consult the architect or engineer of record
<br />concerning Tastening the buck to the rest of the building structure,
<br />Or
<br />U9 4 CONTRACTOR TO PROVIDE A I x PIT. BUCK STRIP CUNT. AT
<br />OPENING SIDES AND HEADER.
<br />a� )Kx 1A x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE
<br />I, 3/16 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS
<br />go -SHOWN, THE TAPCONS ARE TO DE CONTINUOUS THRU THE i
<br />fi
<br />�� �. DOOR i= RAME I x P.T. BUCK STRIP AND HAVE A MINIMUM
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<br />50 JUA'T. THE DCIILOINCi RIESISTS THE SUPIRIMPOSED-TOADS IN ACC ORPARCH c ANCH08SF tttCll dAlEG
<br />4#ITC€ flliCtUiR#M$Ni S ort99a 3,Ct.8X. _
<br />3 ANCHOR OC'ACRIORD IN THIS 1.AY*UT ARE AS PER TtES4' AWIT, CITHER
<br />C•DNDIT(ONS TO 8L 04OW90ROO StWARATE1,Y.
<br />4 AW JM CONDITIONS NOT O£SCRIDEA tW TfM DRAIWINO Alit 108E 400J 010 ,
<br />ON A CIITC SPECIFIC OASIS,
<br />OF 1 1/4" EMBEDMENT INTO THE MASONRY .IAMBS/
<br />6' 6
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<br />W1 M I•-9 3" K 1/DUN HOLE) AT 1-3/4 FROM t Atim =I;< t
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<br />1v MN+L WOOD 414"X0 twit itislritli! rMP(D#iob
<br />• AS SHOWN ON ULCVATIt?ti t.CDAOS
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<br />VENT VMTH TYP, C 40 FRO lf 9OR"E9S 90111NO C OMPOtm MA CR
<br />a PAINT AGOENiAf 11 1- i 113Y DR c',HY 3 4.... ilEp
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<br />AtOUI�HBMENTS OF .TH9199a DADE COUNTY J601T' ON V-11 ✓" SIOUTH-
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<br />ANCHORN 90 THAT THE SIJILDING RBGC$TS: T!#t: $UPR iMPOSEO LOADS IN
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<br />CCINDITIOVS:T$ Of l?NOWit 114 56PARAiiLY.
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