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-_-105.517' NIAX. OVERALL FRAME WIDTH
<br />5 t 5 L 5! I
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<br />General Notes
<br />5
<br />5 �-
<br />DOUBLE
<br />t / SIDz T'S OXxO
<br />1. This ,ruroduct anchoring drawing has been developed In compliance with the 2007 Florida
<br />MAX DESIGN PRESSURE
<br />Building Cade (FBC), excluding the "High Velocity Hurricane lone". See the Certification
<br />+55 0 -55.0
<br />Agency Certificate for sizes, &peciftcationa and ratings-
<br />2. Product anchors shall be as listed and spaced as shown: on details. Anchor embedment
<br />74.50" MAX
<br />to base material shall be beyond wall dressing, stucco, foam, trick and other Wall
<br />37.50' MAX.
<br />- OVERALL
<br />WIDTH
<br />coverings.
<br />p i OVERALL
<br />F i1
<br />3 9
<br />I WIDTH
<br />3. Wood screws shall be installed fallowing installation instructions of ANSI/ AF&PA NOS 2005.
<br />A!I other fastener types to be installed ollowing fastener manufacturers installation
<br />_ ,1 •� .-,
<br />I�}
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<br />4. Fastener embedment depths, edge distances and center -center distances shall be as
<br />rr2
<br />2
<br />specified by the fastener manufacturer but ,n no Instance matt they be Less than shown In
<br />} 0
<br />5 I
<br />,
<br />5.
<br />I
<br />this drawing.
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<br />5. Where shims are used, they must be a "rigid i stif'' materici that complies with the
<br />�
<br />_
<br />� -`i �
<br />_
<br />� - t_ -r+
<br />�
<br />requirements of the 2007 F8C.
<br />d Po,�ifive and negative design —ssure requ semen=" =or use with this dra shall b�
<br />i... .. ,:3. � � � Nang ..
<br />determined by others for specific jobs in accordance with the governing code. r
<br />I- Site conditions nct covered by this drawing are subject 'a further engineering anahrs s,
<br />5 l�5 5
<br />TABLE Of COS lrEN0
<br />1 T gtcci ele�c>3,cns, design pressums & general notes
<br />ry'ck cnalicrng
<br />3 Rome anchorttig
<br />4 Frame anchoring & bil of materals
<br />5 ; Anchor & verlirol cross sections n?osorry/°.vocyJJsteal I
<br />12"
<br />SINGLE X DOUBLE Xx
<br />MAX DESIGN PRESSURE MAX DESIGN PRESSURE
<br />+67.0 -67.0 + 5.0 -55.0
<br />PANEL FASTENER
<br />U I-QDERLAYNIENT —1 "— PLYWOOD OR OS8 DECK;NC,
<br />SAS+EVER PATTERN 2 EAVE. RIDGE & VAL_ LLY
<br />PANEL FASTENER
<br />UNIDERLAYMENT PLYWOOD OR OSB DECKING
<br />`AS 'ENE=R PF�TTLE N INTERMEDIATE t-OCATIONS
<br />-24-
<br />5V Panel Pr<3filc
<br />24 26 Gnu9 Mdrsimrc Yield = 80 KSI
<br />ASTM R°792 for Go.ivn(ur.e St—E
<br />ASTM A755 P�cr PnGe-eted St—k
<br />AS TM A653 nor G3t,n Iz ci Steel
<br />1 OVERALL WIDTH
<br />1 3 9
<br />\5j 5 A, 5
<br />f4
<br />SINGLE 'N/ SIDELITES OXO
<br />MAX DESIGN PRESSURE
<br />+4.0,0 -40.0
<br />53.W' MAX.
<br />OVERALL WIDTH }j
<br />5 5 5
<br />✓t
<br />M
<br />8
<br />5 5
<br />SINGLE W/SIDEUTe OX
<br />AWAY DESIGN PRESSURE
<br />+40.0 -40.0
<br />Q
<br />04
<br />oaX{
<br />Sh—t No.
<br />ML N.T.S_
<br />. s€_ DT
<br />i�;.i9�eG 3J4.:
<br />s=L-5262.3-68
<br />5
<br />4" 4" &
<br />I1
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<br />4 MULLION MULLION
<br />MASONRY 11 SHOWN FOR iI
<br />OPENING TYP. 11 REFERENCE SHOWN FOR 11
<br />HEAD REFERENCE 11
<br />2X SUCK-/ � EEAMBS NOTE 1 � (I
<br />It � 11
<br />"I KPAWRL
<br />if ,1 ii
<br />lV
<br />(! Sl-40 FOR 1 I
<br />1 11 REFERENCE I1
<br />QG`U& E W-SIDE !1 TES
<br />BUCK ANCHORING
<br />-j
<br />I
<br />4~ 4"
<br />1I
<br />t
<br />I
<br />'
<br />I I MULLION
<br />— MASONRY
<br />4 H SH07WN FOR
<br />OPENING_7
<br />1 Typ I1 REFERENCE
<br />I
<br />HEAD I !
<br />j
<br />& JAMBS
<br />SEE NOTE 1
<br />2X BUCK
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<br />II
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<br />1I
<br />71
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<br />5114GLE W SiDELI.TE
<br />BUCK ANCHORING
<br />I : !� 11
<br />y 1 ``-MULLION I 1
<br />MASONRY4 TY'F+. ) SHOWN FOR 11
<br />OPENING ii REFERENCE 11
<br />i 1
<br />HEAD 11
<br />& JAP ASS I I
<br />SEE NOTE 1 11
<br />2X BUCK
<br />MULLIQN ! I S
<br />A�
<br />11 SHOWN FOR 11
<br />o j Ii REFERENCE 1I
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<br />IP !i
<br />aVNGLEW%51D L� ITES
<br />fRUCK_ANCHO llNG
<br />T. ifs Elco Concrete screws onchoring 2X back require a sI
<br />`r minimum 1'clearance to masonry edges a i-114'°minirnum
<br />Il embedment and a mfniaxrm 4"clearance to adjacent 6 4
<br />MASONRY J 11 concrete screws'. Substitution of equal concrete screws from a MASONRY- `
<br />TYP• HEAD I y die distance and OPENING 8s TYP. HEAD
<br />OPENING dlrferent supplier hove different e „
<br />& JAMBS I - ASTRAGAL center dislonce requirements. Concrete screw focat ons at the SEE JAMBS
<br />1
<br />SIEE NOTE 1 lI SHO N , OR comers,, at muXon locations, and at asfiagal locations may be E
<br />REFERENCE
<br />2X BUCK � � adjusted to maintain the minimum edge distance to mortar � w
<br />Dints. If concrete screw locations noted as 4AX ON CENTER" I z
<br />( 11 w must be adjusted to maintain the minimum edge distance to 2X BUCK- �
<br />Il z mortar iofnts, additional concrete screws may be required to � z
<br />lI `v to ensure the maximum on center dimension €s not exceeded. ' c
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<br />- DOUBLE,•f1QI2 SINGLE DOOR
<br />BUCK ANCHORING SUCK ANCHQRINQ
<br />2-1 IT MIN. FROM 2-112" MIN. FROM INTERIOR
<br />- MASONRY EDGE I t4b SOLAR Y EDGE \- � T
<br />(TYP.) I, P
<br />En
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<br />till
<br />1 X BUCKI-
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<br />EXTERIOR
<br />—OJSNK
<br />lam!
<br />0.25 MAX_
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<br />SHIM SPACE
<br />INTERIOR
<br />EXTERIOR
<br />1.15I M N.
<br />ENO.
<br />4 HEAD JAMB
<br />4 VERTICAL SIDE M8
<br />To Ix sub -buck
<br />Towood frame
<br />InvAng shown
<br />Inswing shown
<br />BUCK
<br />INTERIOR
<br />IXtERIOR
<br />-
<br />0.,
<br />� T
<br />s.._._—
<br />! I SHIMS SPACE
<br />hIs,MIN..
<br />-- - -_ 115" MIN' EMB.
<br />EM3, TYP.
<br />2 VERTICAL SIDE JAMB
<br />To iQ buck
<br />stwvm
<br />•'• MIN. FROM r" MIN FROM
<br />mA.SONRY EDGE —.-! a-- MASONRY EDGE
<br />(TYP.) �y (iiF'.)
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<br />s �Zae�ir
<br />7 '2JP }—�'-6•l
<br />its i�
<br />J
<br />INTERIOR
<br />EXTERIOR
<br />3 HEAD JAMB
<br />$ To wood frorre
<br />Inswing shoran
<br />. t INTERIOR
<br />4 I
<br />EXTERIOR
<br />V,L : N.T.S.
<br />k•,K, @Y: WIVH
<br />FMNG ram.: a
<br />FL-5262.3-68 c
<br />t. 2 ar 5 It
<br />INTERIOR EXTERIOR
<br />200,
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<br />2i f 12 =s
<br />a
<br />13 °`- ) E m
<br />a 3 a a .o. 4
<br />t a aiaama c
<br />2-11 •mIN. FROM 2-1ITMIN. FROM
<br />.�- MAS^,rRY EDGE — MASONRY EDGE—
<br />jiY?,j (TYP.l Q
<br />VERTICAL CROSS SECTION
<br />0
<br />INTERIOR EXTERIOR$ U�
<br />T3� o U
<br />n
<br />1 /7 ,MIN. FROM 1 2-1 /2' MiN. FROM
<br />-.-s- MASONRY EDGE _._ - fAASONRY EDGE
<br />(TYP.) (TYP.)
<br />d VERTCAL CROSS SECTION
<br />inswing configuration
<br />0
<br />INTERIOR a-,r-,�- EXTERIOR
<br />it `L_' - .� 1u7 17. 1 Y f y , \ t� i�,• s, i
<br />w ti 1�
<br />2X BUCK
<br />I A
<br />n
<br />1/2 'AII,. FROM 2-112 MIN. FROM " :12 MIN. FROMI 2- J?,,At FRO i
<br />INTERIOR EXfERiOR ,i
<br />-- MASONRY EDGE -- -e MASONRY EDGE MASONRY EDGE MASONRY EDGE
<br />1 HEAD JAMB(fYP.) ITYP.) TYP.) gyp-)5 To N sub -buck VER17CAL CROSS SECTION 8 VERTICAL CROSS SEC11IOi
<br />Ingmng shown, $ imwAng configuration � Outswing configurotlon
<br />— D6 tP OS
<br />N.T.S.
<br />M BY. DT
<br />HK, BY., V*H
<br />NO.:
<br />FL-5262.3-68
<br />BEET 5 - 5
<br />DATE :
<br />1/3I/I1
<br />NO
<br />BOALE
<br />PAGE 5
<br />DESIGN SERVICES INC.
<br />NIOe[L.E/ OFFICE 352-206-582Z
<br />OFFICE FAX 352-588-2342
<br />S, HANLEY P 0 BOX 1325 SAN ANTONIO
<br />FLA. 33516
<br />EMAIL: hanley06�embarc�mall.com
<br />JOB NAME AND ADDRESS:
<br />FINE REST MOBILE HOME PARK
<br />6043 HARRIET STREET
<br />ZEPHYRHILLS, FLA. 33542-3213
<br />EXTENDING DINING ROOM
<br />ro0ro 8F
<br />VERIFY ALL CONDITIONS AND SF BEFORE
<br />BIDDING OR CONSTUCTION
<br />DAV ID W. SMITH, M8. FE.
<br />FLORIDA LIC,# 53608
<br />t• .
<br />52-521-0865 OFFICE 352-521-086-1 FAX.
<br />;.�909 WALLASTON DRIVE DADS CITY ,FLA. 33525
<br />HEREBY CERTIFY THAT I HAVE REVIEWED TH15
<br />s ' %AN AND FOUND IT TO BE IN COMPLIANCE WITH
<br />L CJ'i
<br />/✓ *.%V ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION
<br />AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
<br />� 'ro .
<br />AND UPDATES TO F5C-01.
<br />n ��� DAVID W. SMITH MS. F E, # 53605
<br />
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