|
5-3/4" MIN. STOP MOULDING A/ 1-1/2" x 2-5/5" x 20-1/2"
<br />FLEXABLE SEAL SOUTHERN YELLO]IN FINE :20 GA. 6ALV. STEEL
<br />(SUPPLIED BY BEHIN17) ALL ENP STYLES END STYLE
<br />INSTALLER) 20 CA. &ALV. STEEL
<br />INTERMEDIATE STYLE
<br />(1) 5/16" DIA. x 1-5/4" LA(5 BOLT
<br />ATTACHED TO JAMB AT EA.
<br />r
<br />L
<br />JAMB BRACKET
<br />2xro SOUTHERN
<br />YELLOkN FINE (NO
<br />IA - E30LT
<br />-7116' PIA. E30LT
<br />2 OR, BETTER)
<br />12 GA. SALV. JAME3 BRACKET
<br />_K
<br />2" 6ALV. STEEL TRACK
<br />C
<br />T AINEF (1)
<br />RETAINER (1)
<br />0(
<br />TRACK THICKNES5.063"
<br />FOL
<br />PER ROLLER
<br />LE
<br />ATTACHED W (1) 1/4"-20
<br />TRACK SPLICE E30LT 4 NUT
<br />14 &A. &ALV. STEEL ROLLER
<br />FOLL
<br />(SEE TRACK ELEVATION FOP,
<br />14 GA. OALV. STEEL INTR.
<br />S - 4
<br />I YV
<br />HiNC7F_S�A71ACHEr�) A/ (4)
<br />LOCATIONS)
<br />HANOEIR ATTACHED WV (4)
<br />114" x 3/4" HEX HEAD
<br />1/4"X3/4" HEX HEAD 5CRE^
<br />SCRE^5 AND A/ (2) 511ro" x
<br />PER HINGE
<br />1-5/4" LAS BOLTS PER
<br />TRACK MOUNTIN& PETAIL
<br />HINGE
<br />Overhead
<br />Garaae
<br />Door
<br />PLAN NOTES:
<br />1. A foundation survey shall be performed and a copy
<br />of the survey shall be on the site for the building
<br />inspectors use. Or, all property markers shall be
<br />exposed and a string stretched from marker to marker
<br />to verify required setbacks.
<br />2. All Plumbing, Electrical, and Mechanical rough-in5
<br />must be complete, inspected, and approved before
<br />requesting the framing inspection.
<br />5. A permanent sign which identifies the termite
<br />I
<br />treatment provider and need for re-irepection anc
<br />treatment contract renewal shall be provided. The sign
<br />shall be posted near the water heater or electric panel.
<br />F150 104.2.6
<br />-4� r
<br />-onclensate and roof downspouts shall discharge at
<br />least 1'-0" away from building side walls. FBC 1505.4.4
<br />spray heads shall riot be installed within T-0" of the
<br />5. irrigation/5prinkler systems including all risers and
<br />building side wall. FBC 1505.4.4
<br />6. To provide for inspection for termite for infestation,
<br />between wall covering and final earth grade shall not be
<br />less than ro inches.
<br />Exception: Faint or decorative cemetitious finish less
<br />than %" thick adhered directly to the foundation wall.
<br />FBG 1405.1.6
<br />-7. initial treatment shall be done after all excavation and
<br />backfill is complete. F115C 1516.1.1
<br />5. 5oll disturbed after the initial treatment shall be
<br />retreated including 5apI boxed or formed. FBC
<br />1516.1.2
<br />q. Boxed areas in concrete floors for subsequent
<br />installation of traps, etc., shall be made with permanent
<br />metal or plastic forms. Permanent forms must be of a
<br />sized and depth that will eliminate the disturbance of
<br />soil after the initial treatment. FB(:, lbl(5.13
<br />10. Minimum 6 mil vapor retarder must be installed to
<br />protect against rainfall dilution. If rainfall occurs
<br />before vapor retarder placement, retreatment is
<br />required. FBC 1516.1.4
<br />11. Concrete overpour and mortar along the foundation
<br />perimeter must be removed before exterior soil
<br />treatment. F5C 1516.1.5
<br />12. Soil treatment must be applied under all exterior
<br />concrete or grade within 1'-0" of the structure side
<br />wall. FBC 1516.1.6
<br />13. All exterior vertical chemical barrier must be
<br />installed after Construction is complete including
<br />landscaping and irrigation. Any soil disturbed after the
<br />vertical barrier is applied, shall be retreated. FE3C
<br />1 a 160. 1. 6
<br />14. All buildings are required to have pre-cor5truction
<br />treatment. FBC, 1,516.1.7
<br />15. A certificate of compliance must be issued to the
<br />building department by a licensed pest control company
<br />before a certificate of occupancy will be issued. The
<br />certificate of compliance shall state: "The Building has
<br />received a complete treatment for the prevention of
<br />subterranean termites. The treatment is in accordance
<br />with the rules and laws of the Florida Department of
<br />Agriculture and Consumer Services." F50 1,5165.11
<br />iro. After all work is completed, loose wood and fill
<br />must be removed from below and within T-0" of the
<br />building. This includes all grade stakes, tub trap boxes,
<br />forms, shoring, _9nd other cellulose containing material.
<br />FBC 2505.1.5
<br />1-7. No wood, vegetation, stumps, cardboard, trash, etc.,
<br />shall be buried within 15-o" of any building or proposed
<br />building. FBC 2303.1.4
<br />�Nindow and Door Notes:
<br />15. All exterior windows and glass doors are required
<br />to be tested 'in accordance with AN5I/AMMA/NY4NPA
<br />101 /152 Standard and bear an AMMA or VI label
<br />identifying the manufacturer, performance
<br />characteristics and approved product testing entity.
<br />1q. All exterior windows and doors, shall be anchored
<br />per published manufacturer's recommendations to
<br />achieve the design pressure specified.
<br />20. House to garage door shall be solid core 20 min
<br />fire rated.
<br />Bar Splice Table
<br />Size
<br />overlap
<br />3
<br />20"
<br />4
<br />20"
<br />5
<br />:26-
<br />ro
<br />331.
<br />-7
<br />45"
<br />(__7eneral Note!5
<br />rNNL� L�rN�I 1 �
<br />-- Openings from private garage directly into a
<br />room used for sleeping purposes shall not be
<br />permitted. other openings between the garage and
<br />residence shall be equipped with solid wood doors
<br />not less than 1%" in thickness, solid or honeycomb
<br />core steel doors not less than 15/6" thick, or
<br />20-minute fire -rated doors. FEC, R302.5.1
<br />-- I:;)uct5 in garage and ducts penetrating the walls
<br />or Ceilings 5eperating the dwelling from the garage
<br />shall be constructed of a minimum No. 26 guage
<br />sheet steel or other approved material and shall
<br />have no openings into the garage. FBG R302.5.1
<br />The garage shall be 5eperated from the
<br />residence and its attic area by not less than Y2"
<br />gypsum board applied to the garage side. Garages
<br />habitable rooms above by not less than 5/,5" Type X
<br />beneath habitable rooms shall be seperated from all
<br />yp5urr board or equivalent. III the selperation
<br />Is a floor -ceiling assembly. the structure supporting
<br />the 5eperation shall also be protected by not less
<br />than)/2" gypsum board or equivalent. FBC R502.6
<br />5TAIRAAYS
<br />-- The minimum tread depth shall be 10". The tread
<br />depth shall be measured horizontally between the
<br />vertical planes of the foremost projection of
<br />adjacent treads and at a right angle to the treade
<br />leading edge. The greatest tread depth within any
<br />flight of stairs shall not exceed the smallest by more
<br />than 5/5". IoNinder treads shall have a minimum tread
<br />depth of 10" measured as above at a point 12" from
<br />the side where the treads are narrower. kNinder
<br />treads shall have minimum tread depth of rv" at any
<br />point. Kth in any flight of stairs. the greatest winder
<br />tread depth at the 12" walk line shall not exceed the
<br />smallest by more than F5C R511.7.4.2
<br />-- The radius of curvature at the leading edge of
<br />the tread shall be no greater than "&,". A nosing not
<br />less than 5/4" but not more than 1Y4" shall be
<br />provided on stairways with solid risers. The
<br />greatest nosing projection shall not exceed the
<br />smallest nosing projection by more than %" between
<br />two stories, including the nosing at the level of
<br />floors and landings. Beveling of nosing shall not
<br />exceed Y2". Risers shall be vertical or sloped from
<br />the underside of the leading edge of the tread
<br />a legree5 from
<br />bove at an angle not more than 30 L
<br />the vertical. Open risers are permitted, provided
<br />that the opening between treads does not permit
<br />the passage of a 4" diameter sphere.
<br />Exceptions:
<br />_- A nosing is not required where the tread depth
<br />is a minimum of 11".
<br />-- The opening between adjacent treads is not
<br />limited on stairs with a total rise of 30" or lees.
<br />FE30 R511.7.4.3
<br />GUARDS
<br />-- Porches, balconies or raised floor surfaces
<br />located more than 30" Inches above the floor or
<br />grade below shall have guards not less than 36' in
<br />height. Open sides of stairs with a total rise of
<br />more than 30" above the floor or grade below shall
<br />have guards not less than 54" inches in height
<br />measured vertically from the ro5ing to the treads.
<br />-- Porches and decks which are enclosed with
<br />insect screening shall be provided with guards
<br />where the walking surface is located more than 30"
<br />above the floor or grade below. FBG R51:2.1
<br />PRAINA&F
<br />-- Surface drainage shall be diverted to a storm
<br />sewer conveyance or other approved point of
<br />collection so as to not create a hazard/ Lots shall be
<br />graded so as to drain surfaces away from foundation
<br />walls. The grade away from foundation walls shall fall a
<br />minimum of ro" inches within the first 10' feet.
<br />Exceptions:
<br />^here lot lines, walls, 51ope5 or other physical
<br />barriers prohibit 6' inches of fall within 10'feet,
<br />drain5 or 5wale5 shall be provided to ensure drainage
<br />away from the structure. F5C R401.5
<br />YIIIIALL COVERING
<br />-- Flashing shall be located beneath the fir5t course
<br />of masonry above finished ground level above the
<br />foundation wall or slab and at points of support,
<br />including structural floors, veneers, shelf angles and
<br />lintels when masonry veneers are designed in
<br />accordance with Section R-105.1. See Section
<br />R-703.5 for additional requirements. F5C R-7051.5
<br />Hazardou5 Locatior15 FL Building Code 2010
<br />The Following shall be considered specific hazardous locations for the purpose of glazing:
<br />1. (51azing in ingress and egress doors except wired glass in required fire doors and jalou5ies.
<br />2. 61azing in fixed and Sliding panels of sliding type doors (patio and mall type).
<br />5. 61azing in storm doors.
<br />4. 61azing in all unframed swinging doors.
<br />5. <51azing in shower and bathtub doors and surrounding waII5 where the sill height 'in the walls
<br />is less than 60 inches above the standard surface of the shower or tub but in no case less
<br />than roo inches above the bathroom floor.
<br />(b. Olazing, operable or inoperable, adjacent to a door in all buildings and within the same wall
<br />plane as the door whose nearest vertical edge is within 12 inches of the door in a closed
<br />position and whose bottom edge is lees than roo inches above the floor or walking surface.
<br />-7. Vazing, operable or inoperable, having a glazed area in excess of q 5q ft with lowest edge less
<br />than 15 inches above the finish floor level or walking surface within B6 inches of such glazing. In lieu
<br />of safety glazing such glazed panels may be protected with a horizontal member not less than 1-1/2
<br />inches wide when located between 24 and Be, inches above the walking surfaces.
<br />5. (51azing adjacent to stairways, landings and ramps within 36" horizontally of a walking surface when
<br />the exposed surface of the glass is less than 60" above the plane of the adjacent walking surface.
<br />q. Vazing adjacent to stairways within 60" horizontally of the bottom tread of the stairway in any
<br />direction when the exposed surface of the glass is less than (00" above the rose of the tread.
<br />0
<br />kNOOP JAMB ATTAIGHMENT TO STRUCTURE
<br />I& RATED FOR 100 MPH FA5TE5T-MILE BASIC kNINP SPEEZ;15
<br />VERTICAL JAMB ATTACHMENT 70 AOOI�) FRAME STRUCTURE
<br />5/16" x 5" LAO 5CR5N5 STARTING 5" FROM ENDS THEN :24" O.C.
<br />VERTICAL JAMB ATTACHMENT TO 2,000 P51 CONCRETE
<br />HILTI "K BOLT 3/5" x 4" 5TARTIN6 e)" FROM ENDS THEN 24" O.0
<br />17R/RAM5ET REP DEAD 3/5" x 5" STARTING 5" FROM ENDS THEN
<br />24" O.C.
<br />VERTICALJAM5 ATTACHMENT TO 0-? BLOCK
<br />HILTI SLEEVE ANCHOR 3/5" x 2-3/4" STARTING 5" FROM ENDS
<br />THEN 24" O.G. ITR/RAM5ET TAPCON 1/4" x 2-5/4" STARTING 5"
<br />FROM ENDS, USE PAIRS OF FASTENERS (5" APART) AT 12" O.C.
<br />*LA&5 AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH
<br />MOUN71NO SURFACE. *PREPARATION OF ^OOPJAMB5 BY
<br />OTHERS.
<br />51MF5ON Hurricane Clip -
<br />5imp5on Hurricane Clip Hr-.10-2
<br />META20,'Max UpliFt =1450 Ib5
<br />or Equal (Max Uplift =1495 lb5 W/510
<br />w/ 510 lb5 Horiz Forr-e
<br />7 be H r Force �esi5tance
<br />Re5i5tance Parallel and 550
<br />Paralolel'zand 615 Ilb5 Perp to Y4 III
<br />-1 ancl
<br />b5 Ferp to ^all) or equal
<br />2X& SUB -FASCIA
<br />2x&
<br />SUE3_FA5CIA
<br />ALUM DRIP EP6E,
<br />FASCIA s SOFFIT
<br />LVL BY TRUSS MANUF
<br />Sirrip5on T 20 Ea. Side
<br />1565# Ea. Erribed 4"
<br />into Poured Cell of
<br />column. w114-10dx1Y"
<br />NaiI5 in Beam
<br />CMU Column
<br />W/1 #5 Vert in
<br />Each Cell 4
<br />Filled w/orojt
<br />SEE COI UMN
<br />J7�1 -
<br />PAP DE TAIL.
<br />7-1-71
<br />Framing ALT. Lanai / Entry Section
<br />to be f lush NO SCALE
<br />2x5
<br />2xb P.T. 16" C-C
<br />P.T. Typ
<br />All E30lt5 s Nuts
<br />Flush with Frame
<br />2x& Framing
<br />2x(o Framing P.T. All J-BoltS Y:2'x5"X3"
<br />Manufactured Products Shall be Installed
<br />According to Manufar-turer'5
<br />Recommendations and Erection Drawings.
<br />Garcae Door Attachment
<br />NO SCALE
<br />17 2 Y4" X 5/16" Tapcon!a 12" C-C,
<br />Y2" Plywood to 2X4
<br />Blor_king/iIINindow Frame
<br />I t
<br />---- -------- -------- - --------- -----------
<br />I I
<br />1 1 11
<br />I I . I ------
<br />, - - I ----- I
<br />Al�_
<br />---- -----------
<br />---- -----------
<br />L
<br />0�
<br />ALUM DRIP ED&E,
<br />FASCIA SOFFIT
<br />Knock -out Block A/1-#5 Cont
<br />a Filled w/3000 PSI conr_
<br />Freca5t /Prestressed Lintel
<br />or Power Steel Lintel wll-#5
<br />cont a Filled w15000 PSI conic
<br />5" CMU Column w/1 #5 Vert in
<br />T Each Cell s Filled w/6rout
<br />....
<br />.21, __
<br />:2 ....
<br />SEE COLUMN PAD DETAIL
<br />I
<br />rade
<br />son MTSM20 or Equal
<br />51mp
<br />-7-10LI in Truss a (4) Y4"x2)14"
<br />Lanai/Entry Section Tapcon Equivalent to 11-75#
<br />NO SCALE (Total 4 Tapcons)
<br />Note: This Detail is satisfactory
<br />for one or more trusses as
<br />required in lieu of straps shown
<br />on wall section detail.
<br />MISSING STRAF ION
<br />DETAIL FOR TRUSS TIE -DOWNS
<br />All Threaded Rod Y:2"Xq"
<br />Top Flange and FaCe
<br />Embedded 5" into Block
<br />w12 Part Epoxy
<br />Simpson MBHA3.56/11.25
<br />Attach Beam
<br />---- ----------
<br />W/04) 10LI
<br />---- ----------
<br />Beam to Masonry
<br />---------- 2X4 P.T. Blooking
<br />Y " Plywood Bur-K
<br />.2
<br />�Nindow Frame
<br />ARCH TOP
<br />WINDOW DETAIL
<br />TYF. FIBR3L. SHINGLES UJ/ 411 U.I.
<br />ROOF: CEMENT ON ROOF
<br />CRICKET WHERE PITCH &4 3:12
<br />555 MOI�)IFIEP COL17)-APPLIED
<br />ROOF MEMBRANE ^HERE CRICKET
<br />OF P17CH 15 < 5:12
<br />Ir2* FELT OVER
<br />AFA RID. ROOF
<br />SHTHG RJEETIJR� 411
<br />'Zo VERTICAL 5EHIND
<br />4x4 MET FLASHG
<br />FRAMING
<br />ROOF CRICKET
<br />26 GA. 15" 1111 MET VALLEY
<br />FLA5HIN6 (41" EA. AAY) OR 56" K
<br />5ELF-Al:;)HERIN& VALLEY
<br />MEMBRANE (15" EA. kNAY)
<br />TAMICO M01STURE-OUARD OR
<br />EA.
<br />TYP. FBIRC71L.
<br />SHINGLES TYP.
<br />7YP. APA
<br />RTP SH7H'&
<br />VALLE(
<br />NOTE
<br />All Doors and Aindow5 Comply with Fl. Bldg Code 2010 Krid Load Req'5
<br />All Glass in Hazardous Areas Shall be Tempered
<br />All sliding Glass Poore Shall be Tempered
<br />All Exterior let Floor kXaII5 are Pe5igned as Shearwall Segments Definition
<br />of Hazardous Locations for 61a55/61azirig shall be per 2405.2 F.B.C. and
<br />installed per Manuf. Installation Instructions
<br />PES16N CRITERIA
<br />* Allowable 53`75earing=2000 p5f - General contractor is responsible
<br />for verifying soil bearing with a soils testing company.
<br />* Concrete For Footings, Bond Beams, Filled Cells and Ca5t-in-Place
<br />Columns Shall Have Min. Compressive Strength of 3000 pei @ 25 Days
<br />* Concrete for kNalk5 and Slab on 6rade Shall Have a Min.
<br />Compressive Strength of 2500 psi @ 25 Pays
<br />* Concrete Block F 1=1cI00psi (Type 11)
<br />* M -70 F,1 =200opsi (Type 5)
<br />ortor A5TM C2
<br />* Reinforcing Steel Shall Comply with A5TM A615, Grade roo(Fy=60,000 psi)
<br />* Anchor Bolts Shall Comply with ASTM A56 Steel
<br />* Footing Shall Be Placed in Undisturbed Soil or Clean, INell Graded
<br />Backfill Material, Firmly Compacted to C15% Max Pry Density
<br />* Design Shall Comply Y4ith The Standard For Hurricane Resistant
<br />Residential Construction (57V 10-qq)
<br />* Lumber Shall Be 5P #2 Dense - Fb=1200 psi
<br />AF. (ARCH. FINISH)
<br />ON MET
<br />LATH ON
<br />15# FELT OR HARD
<br />517). OF, Ea. SVINS
<br />PANELS
<br />APA R-117).
<br />SHEATHING ON YND.
<br />FRAMING
<br />26 GA. 4"x4"
<br />MET FLA5HIN6
<br />FBR(5L. 5HINC7LE5
<br />ON 15# FELT
<br />(RETURN FELT 4"
<br />VERT BEHIND 4x4
<br />FLASHING)
<br />OOFIN& NAILS
<br />'O.C. EA. LES
<br />ET FLASHING
<br />INTERSECTION
<br />AR (ARCH. FINISH) ON MET.
<br />IATH ON SO FELT O
<br />HAR
<br />K). OR EQ. SIDING PANELS
<br />!(b GA. 4'x4" MET. FLASHING
<br />VRE6. NAILS ro" O.C. EA. LES
<br />)VER SHINGLES ? #15 FELT
<br />�61_. C-5. SHINGLES ON 4"
<br />4. PLASTIC ROOF
<br />EMENT OVER. FLA5HIN&
<br />YP. FE3R(5L. SHINGLES ON
<br />15 FELT (RETURN 4" VERT.
<br />�EHINP FL5H'r7 ON AFA
<br />IT17) 5HTH'(S
<br />HORIZ. ROOF/^ALL
<br />INTERSECTION
<br />Tgpical Frarne Header h5tallation
<br />opening
<br />Head er
<br />Fastenel-5
<br />Jack StudIa
<br />5iZe
<br />5ize
<br />Ea. 5ide
<br />Up to 5-4"
<br />2 - 2X6
<br />1(od @ 6" O.c.
<br />1 1
<br />5-5, to 5-4"
<br />2 - 2xb
<br />lad @ 61, O.C.
<br />2
<br />5-5, to 6-6,
<br />2 - 2X10
<br />16d @ ro" O.C.
<br />2
<br />6-7' to 10'-6'
<br />2 - 2x12
<br />16d @ 6" O.C.
<br />3
<br />Connection Detail -
<br />Sable
<br />Truss
<br />Vertical
<br />Attach
<br />L-Brace
<br />dlol_�, W/Rod,
<br />lOd Nails
<br />@ 4'c-c
<br />SeCtion A -A
<br />No 56ale
<br />.-Roof Sheathing
<br />Sable End Nail Spacirg
<br />2x4 Blocking Sable Truss
<br />4'c-c let Four
<br />Spaces 5'Lorig
<br />L-Brace to be
<br />C10010 of (sable Vert. A I A
<br />(See Table)
<br />2x4x12" Min Block
<br />Nailed to Each 2-16d
<br />Blocking Member
<br />wl2-1&d Nails Each Na
<br />2x4 Staggered
<br />Blocking
<br />y2" Min Gyp
<br />Ceiling F_�iaohragrn Nail @ 7'
<br />5d Cooler Nails
<br />U6P TAla
<br />30" r--r-
<br />Bond Be m
<br />E;Iirect Truss to Masonrg Connection
<br />Endwall for 6yp5urn Ceiling Piaphraq m
<br />NO 5cALE
<br />4" Conic FL Slab w16xrb
<br />10/10 kNAF wlVapor Barrier
<br />Bend All at Ea. 15.1
<br />Filled Cell
<br />Knock -out Block
<br />11-111-111
<br /># Rebar Cont.
<br /># 5 1�)owell @ All _T'e�ite Treated
<br />Filled Cell w/
<br />Corners @ 4'o.c. Compacted Fill
<br />12"x24" CONC FT(5
<br />7- w15 # 5 CONT
<br />or Compacted Fill
<br />, 1-1 1 1-1 1 1-1 1 1-1
<br />�, I __ 11 - 'I'Mil ;A
<br />FOUNDATION STEMWALL
<br />L-Braring Table
<br />Stud
<br />(1) 2x4
<br />(2) 2X4
<br />(2) 2xib
<br />Spacing
<br />L-E3race
<br />L-5races
<br />L-Braice5
<br />1611
<br />4'-5" - 5'-0"
<br />5'-0" - 12'-0"
<br />12'-0" - 16-0"
<br />Sable End
<br />24;�
<br />4'-0" - 7-0"
<br />1 -7,_O,� - 10,_011
<br />1 10'-0" - 14'-0"
<br />Truss Height
<br />EXTERIOR ^INDO�N5 6 POOR5
<br />1. All exterior windows anLI doors are required to be tested in
<br />L'
<br />accordance with AN5l/AMMA/NY*N1�)A 101 /152 Standard and bear
<br />an AMMA or P110MA label identifying the manufacturer, performance
<br />characteristics and approved product testing entity.
<br />2. All exterior windows and doors where buck thickne5515 less than 1 Y"
<br />,2
<br />thick, shall be anchored through the jam into the structural substrate.
<br />3. All exterior windows and doors where buck thickness is 1 Y
<br />2"
<br />or greater, the buck must be attached in a manner that
<br />transfers the load directly to the structure. ^indows and
<br />hored through the jam into the wood buck.
<br />doors shall be anc
<br />4. The window buck shall extend beyond the interior lip of the window.
<br />5. Mullions and adjacent door assemblies are required to be tested or
<br />engineered to transfer 1.5 times the design loads to the rough
<br />opening substrate.
<br />Lintel SChedule
<br />I
<br />Prestr
<br />@)min
<br />Lintel
<br />Coric
<br />'Brg
<br />Lengt1i
<br />L-Intel plf
<br />1
<br />4"
<br />21-101,
<br />5166
<br />2
<br />41,
<br />31-61,
<br />31cia
<br />5
<br />4.�
<br />4-0"
<br />2325
<br />4
<br />4"
<br />4'-6"
<br />1-75-7
<br />5
<br />4"
<br />5-4`
<br />1225
<br />6
<br />4"
<br />51-101,
<br />1000
<br />7
<br />4"
<br />7-6'
<br />102q
<br />4"
<br />q'-4"
<br />632
<br />5"
<br />10,-11
<br />1514
<br />1.0
<br />5�'
<br />1 T-4`
<br />1565
<br />11
<br />5"
<br />12'-0"
<br />1254
<br />1:2
<br />L5
<br />1B-4"
<br />1016
<br />15
<br />5"
<br />14'-.0"
<br />1003
<br />14
<br />5"
<br />* 17-4"
<br />c5o
<br />15,
<br />5"
<br />* lq'-4"
<br />-750
<br />* Acting as a Composite
<br />Beam w1b" Perimeter
<br />Beam. One #5 Bar in
<br />Lintel a one #5 Bar in 8"
<br />Beam, Both Filled
<br />W/5000 psi Conc.
<br />Safe Load Freca5t
<br />Fre5tre55ed ronr, Linte15
<br />FOR ABOVE 4 COURSES
<br />SP 2 @ Each Stud
<br />SP 1 @ Each Stud
<br />Bond Bearn
<br />TRUSS PES16N I$ ICALIS5 SHALL BE 5UBM17TEP PRIOR TO
<br />FABRICATION, 51,67NEP/5EALEI�) BY TRU55 ENOINEER.
<br />225# SEAL TAB FIBERGLASS 5HIN6LE5 ON
<br />15# FELT OVER)II GPX PLYkNOOP w1ISLIF5
<br />ON FRE-ENOINEERE17) TRUSSES @ 24" O.C.
<br />FASTENED k*I RING SHANK NAILS
<br />@ 6" C-0 (4" S-C WIN 50F GABLE END)
<br />SIMPSON HURRICANE SLIP R-50 CEILIN& IN5UL
<br />META20 (MAX UPLIFT =1450 LB5 (OR ICYNENE)
<br />VV 510 LB5 HORIZ FORCE
<br />RESISTANCE PARALLEL AND
<br />550 L55 PERP 70 YSALL)
<br />2xBeam
<br />Y2" &YFSUM CL&
<br />PlAPHRA&M
<br />2xro
<br />SUB-FA5CIA
<br />5D COOLER NAILS @ T' O
<br />C
<br />:20"
<br />I
<br />I
<br />/ALUM DRIP EDGE,
<br />FASCIA $ VINYL
<br />VENTEI�) SOFFIT
<br />PRE -CAST SILL
<br />1 #5 POkNEL----,
<br />5"x4" CLEAN -OUT
<br />INSPECTION AT EA.
<br />FILLED CELL
<br />MASONRY CONSTRUCTION
<br />4 CEMENT171OU5 FIN15H
<br />q,4�, ORAO)E
<br />8"X16" CONIC FTG
<br />YI CON7 (25"
<br />MIN LAF1 @ SPLICES)
<br />Simp5on LBTA20
<br />2x4 57UP 7YF.
<br />-1" 055 SHEATHING
<br />-16
<br />LATHE AND STUCCO
<br />J-501t -1"X5 32" o.c.
<br />All ConneCtor5 are 5IMP50N or Equal 2
<br />ENTRY KNEEWALL DETAIL
<br />NO SCALE
<br />2x F.T. 5uck to
<br />be Secureol Lulth
<br />3/f& 11 x 3" Tapcon
<br />4" from encl
<br />16" r--c
<br />Note. Bee Door Manuf.
<br />Installation Inatrur-tion5
<br />for Fastenine 5r-heclule
<br />Door Buck -
<br />Connection Detail
<br />:2-:2X12 W/)/2"
<br />L5TA
<br />.
<br />.
<br />-CONT U-BLOCK A/#5
<br />STEEL REINFORCED FIRE -AST LINTELS
<br />OVER OPENINGS SEE TABLE THIS SHEET
<br />MARBLE STOOL
<br />DRYkNALL ON 1X2 F.T.
<br />FURRINS 4 R4.6 ALFOIL or
<br />Opt. 3/4" RISC) INSULATION
<br />/4" CONG FLOOR
<br />SLAB A/FIBERMESH
<br />_4 VAPOR BARRIER
<br />V4ALL 5ECTION
<br />NO SCALE
<br />Hurricane Clip H 10 W/ 5-5d
<br />Na!15 in Joist and 5-5d Nails in Top
<br />Plate (Max Uplift Allow='750 lb
<br />w/505 b Horiz Parallel and 450 lb
<br />f�erlpqndicular to Top Mate)
<br />TERMITE TREATEI�)
<br />COMFACTEI�) FILL
<br />OPT. MONOLITHIC
<br />Min. 4" Lap set in Mastic
<br />1 XY &aIv. Roof Nails
<br />@ 6" c-r- @ 1 @ Ea. True5
<br />Anchor/Base sheet
<br />up Vertical kNall
<br />0_
<br />C�
<br />SIP 2 @ Each Stud
<br />0
<br />One Jack Stud
<br />N
<br />Required Up
<br />N
<br />to 8' Max
<br />CD
<br />HTT 16
<br />or MTT:255
<br />w1515'xro" ^edge or Sleeve
<br />Anchor WOO) N55 YIIlood
<br />517 1 @ Each Stud
<br />LO
<br />Screws or (15) Stub Nails in
<br />(0
<br />Stud Max Allow Uplift 2-750 lb5
<br />(D
<br />r-
<br />U)
<br />TIConc
<br />6arage FIr
<br />CL
<br />:3
<br />1,--
<br />Wxe," sleeve
<br />Anchor wlCorc
<br />Block Stem kXa
<br />Interior Brig ^all Mono Fta\
<br />co
<br />All connectors are Simpson or Equal
<br />BEARING WALL DETAIL
<br />NO SCALE
<br />%"x(o" kNedge or (D
<br />0)
<br />)/:2" cP Threaded Rod Sleeve Anchor 3' "0
<br />II k5i Set in 2 Part 0 0
<br />ALT. r1/6`xe,` Titen H :3
<br />Epoxy (At Garage
<br />Step Down) NOT REOT) Details 0
<br />^HEN USING TITEN HP
<br />>4
<br />rt:!
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<br />.7k
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<br />SEAL:
<br />Ray M. Smith
<br />FIL Architect # 12864
<br />708 Lithia Pinecrest Rd.
<br />Brandon, FIL 33511
<br />Phone:72 2-6401
<br />DATE
<br />August 29, 2013
<br />SCALE
<br />1/4" = 1 1-011
<br />DRAWN
<br />BDE
<br />SHEET
<br />S2
<br />HarfflagnerTd
<br />
|