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WALL CONSTRUCTION
<br />FLORIDA BUILDING CODE - RESIDENTIAL, 5Lh EDITION (2014) 6. 145
<br />SECTION R612
<br />EXTERIOR,W[NDOWS AND DOORS
<br />R612.1 G nerol. This section prescribes performance and construction requirements for exterior windows and doors installed in
<br />wo I Is, W , ndows a nd doors shall be installed in accordance with the fenestration manufacturer, s written installation instructions.
<br />Window and door openings shall be flashed in accordance with Section R703.8, Written in5talictioninsLrucLions sholl be provided by
<br />the fenestration manufacturer.
<br />R612.2 Perfor monce. Exterior windows and doors shall be designed to resist the design wind loods specified in Table R301.2(2)
<br />adjusted for height and exposure in accordance with Table R301.2(3). For testing required in Sections R612.3 and R612.5, design
<br />pressures determined from Table R301.2(2) or ASCE 7 are permitted to be multiplied by 0.6.
<br />R612.2. I Custom doors. Custom (one-of-o-kind) exterior door assemblies shall be tested by on approved testing laboratory or be
<br />engineer e d in a c cordance with accepted engineering practices.
<br />R612.3 Testing and labeling. Exterior windows and sliding doors sholl be tested by an approved Independent laboratory, and bear a
<br />label identifying manufacturer, performance characteristics and approved inspection agency to indicate compliance
<br />with AAMA/WDMA/CSA 101/l.S.2/A440. Exterior side -hinged doors shall be tested and labeled as conforming to AAMA/WDMA/CSA
<br />101/l.S.2/A440 or comply with Section R612.5. Exterior windows and doors sholl be labeled with a permanent lobe], marking, or
<br />etching providing traceability to the manufacturer and product. The following shall also be required either on a permanent label
<br />or on a temporary
<br />supplemental
<br />positive label applied by the manufacturer: information identifying the manufacturer, the product model/ series number,
<br />and negative design pressure rating,product maxirnum size, glazing thickness, impact-resisLance rating if applicable,
<br />Florida Product Approval number or Miami-Dode Product Approval number, applicable test standard(s), and approved product
<br />certification agency, testing
<br />1 abor a tar y, evo I uo t I or) en t i ty or Mi omi -Dade Produc t Appr ovo I .
<br />The
<br />. lobelsdare limited to one design pressure rating per reference standard, The temporary supplemental label shall remain on the
<br />window.or oor until final approval by the building official.
<br />Exceptions:
<br />1. Door tassemb I i es i ns to I I ed I n nonhab I tab I e areas wher e the door assembly and area are designed Loaccept water infiltration need
<br />not be ested for woterinfiltration.
<br />2. Door assemblies installed where the overhang (OH)rotio is equal to or more than 1 need not be tested forwater inf! I Lrotion, The
<br />overhang ratio shall be calculatedby the following equotlon:OH ratio = OH LengLh/OH HeightWhere:OH length = The horizontal measure
<br />of how for onoverhong over a door projects out from the door surface. OH height = The ver ticol measure of the distance from the
<br />d 0 11
<br />a r si to the bottom of the overhang over a door.
<br />3. Poss-through windows for serving from a singlefami ly kitchen, where protected by a roof overhang of 5 feet ( 1. 5 m) or more
<br />sholl be exempted from the requirements of the water infiltration Lost.
<br />4. Decorative glazed openings. Glass Strength: Products tested and Labeled as conforming to ANSI/AAMA/NWWDA 101/1.S.2 or ANSI/
<br />AAMA/WDMA/101/1. S. 2/NAFS or AAMA/WDMA/ CSA 101/1 S. 2/A440 or TAS 202 shol I not be subject to the requirements of the Flor ido
<br />accordance ith
<br />Building Code, Building. Determination of load resistance of glass for specific loods of products not tested and certified in
<br />R612.3.1 Comparative analysis. Structural wind load design pressures
<br />Section R612.3 sholl be designed to comply with ASTM E 13DO.
<br />for window and door units other than the size tested in accordance with Section R612.3 shall be permitted to be different than the
<br />design value of the tested unit provided such different pressures are determined by accepted engineer ing analysis or vat idated by
<br />an additional
<br />test of the window or door unit to the different design pressure in accordance with Section R612.3. All components of the
<br />alternative size unit sholl be the some as those of the tested or labeled unit.
<br />Exceptions:
<br />1. Operable windows and doors rated in this manner shall comply with the following:
<br />a. The frame yorec of the alternate size unit sholl not exceed the frame area of the tested approved unit.
<br />b. Shol I vor from the tested approved unit only in width, height or load requirements.
<br />c. Shol I not exceed 100 percent of the proportional deflection for fiber stress of the intermediate members of the approved un! t.
<br />d. Shol I not exceed 100 percent of the concentrated load at the juncture of the intermediate members and the frame of the approved
<br />uni t.
<br />e. Sholt not exceed the air and water infiltration resistance of the tested approved unit.
<br />f. Sho not exceed the maximum cyclic pressure of the tested approved unit when tested per TAS 201 and TAS 203 or ASTM E 1886 and
<br />ASTM E 1996 where applicable,
<br />2. Nonoperoble windows and doors rated in this monner shall comply with the following:
<br />o. The frame area of the a I ternate s i ze un i t sho I I not exceed the frame area of the Les ted approved un i I.
<br />b. Shall vary from the tested approved unit only in width, height or load requirements.
<br />C. The maximum uniform load distribution (ULD) of any side shall be equal to the uniform load carried by the side divided by the
<br />length of the side.
<br />d. The ULD of any member shall not exceed the ULD of the corresponding member of the tested approved unit.
<br />e. The ULD of each member sholl be calculated in accordance with standard engineering analysis.
<br />f. Shol I not e ceed the air and water infiltration resistance of the tested approved unit.
<br />9. Sho 11 not e:ceed the maximum cyclic pressure of the tested approved unit when tested per TAS 201 and TAS 203 or ASTM E 1886 and
<br />ASTM E 1996 where applicable
<br />R612.4 Garage doors. Garage doors shall be tested for determination of structural performance under uniform static air pressure
<br />difference in accordance with ANSI/DASMA 108, ASTM E 330 Procedure A, or TAS 202. For garage doors tested in accordance with ASTM
<br />E 330, acceptance criteria shall be in accordance with ANS[/DASMA 108. (HVHZ shall comply with TAS 202.) Design pressures shall be
<br />determined
<br />from Table R301.2(4) or ASCE 7. The design pressures, as determined from ASCE 7, ore permitted to be multiplied by 0.6.
<br />R612. 4. 1 Garage door labeling, Garage doors shall be labeled with a permanent label provided by the gorage door manufacturer. The
<br />label shall identify the garage door manufacturer, the garage door model/series number, the positive and negative design pressure
<br />rating, indicate impact rated if applicable, the installation instruction drawing reference number, the Florida Product Approval
<br />or Miomi-Dode Product Approval number if applicoble,ond the applicable test standards. The required garage door components for an
<br />approved garage door assembly may be indicated using a checkI ist form on the label. If a checkl i3t format is used on the label,
<br />the door installer or the garage door manufacturer shall mark the selected components on the checklist that are required to
<br />assemble an approved garage door system. The installation instructions shall be provided and available on the job site.
<br />R612.5 Other exterior window and door assemblies. Exterior windows and door assemblies not included within the scope of Section
<br />R612. 3 or Section RB12. 4 shall be tested in accordance with ASTM E 330. Gloss in assemblies covered by this exception shall comply
<br />with Section R308 , 5
<br />R612. 6 Wind-borne debris protection, Protection of exterior windows and glass doors in buildings Located in windborne debris
<br />regions shall be in accordance with Section R301.2,1.2.
<br />R612.6.1 Fenestration testing and labeling. Reserved.
<br />R612,7 Anchorage methods. The methods cited in this section apply only to anchorage of window and glass door osseribLies to the
<br />main force -resisting system.
<br />R612. 7. 1 Anchoring requirements. Window and gloss door as5efrbLies shall be anchored in accordance with the published
<br />manufacturer- s recommendot ions to achieve the design pressure specified, Substitute anchoring systems used for substrates not
<br />specified by the fenestration manufacturer shall provide equal or greater anchoring performance as demonstrated by accepted
<br />engineering practice.
<br />R612. 7. 2 Anchorage details. Products shall be anchored in accordance with the minimum requirements il lusLroted in Figures
<br />R6 1 2. 7. 2( 1). R612, 7. 2(2), R612. 7. 2(3), R612. 7. 2(4), R612. 7. 2(5), R612. 7. 2(6), R612, 7. 2(7) and R612. 7. 2(8).
<br />R612.7.2.1 Masonry, concrete or other structural substrate. Where the wood shim or buck thickness Is less than 1112. inches (38 mm),
<br />window and gloss door assemblies sholl be anchored through the jamb, or by jamb clip and anchors sholl be embedded directly into
<br />the masonry, concrete or other substantial substrate material. Anchors shall adequately transfer load from the window or door
<br />frame into the rough opening substrate (see Figures R612. 7. 2( 1) and R612. 7. 2(2)]. Where the wood shim or buck thickness is 1112
<br />inches (38 mm) or more, the buck is securely fastened to the mosonry, concrete or other substantial substrate,and the buck extends
<br />beyond the interior face of the window or door frame, window and glass door assembl ies shol I be anchored through the jamb, or by
<br />jamb
<br />clip, or through the flange to the secured wood buck, Anchors sholl be embedded into the secured wood buck to adequately transfer
<br />load from the window or door frome assembly [Figures R612. 7. 2(3), R612. 7. 2(4) and R612. 7. 2(5)].
<br />R612. 7. 2. 2 wood or other approved froming material. Where the framing material is wood or other approved froming material, window
<br />and gloss door assemblies shot I be anchored through the frame, or by frame cl ip, or through the flonge. Anchors shall be embedded
<br />into the frame construction to adequately transfer load [Figures R612. 7. 2(6), R612. 7. 2( 7) and R612. 7. 2(8)].
<br />R612.8 Mullions. Mullions shall be tested by an approved testing laboratory in accordance with AAMA 450, or be engineered in
<br />accordance with accepted engineering practice. Mullions tested as stand-alone units or qualified by engineering shall use
<br />performance criteria cited in Sections R612.8.1,RB12.8.2 and R612.8.3. Mullions qualified by an actual test of an entire assembly
<br />shall comply with Sections R6t2.8.1 and R612.8.3.
<br />R612.8.1 Load transfer. Mullions sholl be designed to transfer the design pressure loads applied by the window and door assemblies
<br />to the rough opening substrate.
<br />R612, 8. 2 Deflection. Mullions shall be capable of resisting the design pressure loods applied by the window and door assemblies to
<br />be supported without deflecting more than L/175, where L is the spon of the mullion in inches.
<br />R512.8.3 Structural safety factor. Mullions sholl be capable of resisting a load of 1.5 Limes the design pressure loods applied by
<br />window and door ossemb I ies to be suppor Led wi thou L exceeding the oppropr late mater io 1 s tr035 levels. If tested by on approved
<br />the
<br />lob 0 rotary, the 1. 5 t imes the des ign pressure load shol I be susto ined for 10 seconds, and the permanent deformation sho I I not
<br />exceed 0.4 percent of the mullion spon after the 1,5 times design pressure load is removed.
<br />be within the tolerances specified at Section R606.16 and,
<br />R612.8.4 Masonry rough openings. Masonry rough opening dimensions sholl
<br />in addition, shot[ provide for a window perimeter sealant joint a maximum of 1/4 inches (6.4 mm) in width.
<br />R612.9 Door components. Door components evaluated by an approved product evaluation entity, certification agency, testing
<br />laboratory or engineer may be interchangeable in exterior door assemblies provided that the door component(s) provide equal or
<br />greater structural performance as demonstrated by accepted engineering practices.
<br />R612.9. I Optional exterior door component testing. With the exception of HVHZ, exterior 5ide-hinged door assemblies not covered by
<br />Section R612.3 shall be permitted to have the option to have the components of the assembly tested and rated for structural
<br />integrity in accordance with the following ANSI A250.13. Following the structural testing of exterior door components, there shall
<br />be no permanent deformation of any perimeter frame or panel member in excess of 0. 4 percent of i Ls spon after the load is removed.
<br />After each specified
<br />loading, there shall be no glass breakage, permanent damage to fasteners, hardware parts, or any other damage that causes the door
<br />to be inoperable, as applicable.
<br />sealants and weatherstripping. Flashing
<br />R612.10 Flashing.
<br />and sealants for exterior windows and doors shall comply
<br />F:
<br />Frame Wall
<br />AL
<br />-UNIT r.>IMENSION
<br />WIDTH
<br />JAM5
<br />W001:� LUINC�ow
<br />WI XU 4 DOOR EASIMNG
<br />2014 Florida 15ulldirta Code NOTE&
<br />1. ALL EXTERIOR WNDOW8 AND GLA" DOORS SHALL
<br />BE TIOTED IN A=01111110ANCE UATH ANSI/AlIPIA44LWA
<br />101/182 STANDAIND AND BeAlt AN AMMA OR 110MA
<br />LADEL WDICATWO, ll�FACTUIIWR& PERFORIIIANM AND
<br />AMMOVED MQO=T Tl!6TM EWITY, N ACCOPIDANCE
<br />UTW 2014 Plork:la bulk:ilng Code, 6ECtICN 1`10142.1.
<br />2. ALL EXTERIOR DOORO AND Uft"Alb, 614ALL BE
<br />ANC44OPWO IN AC4:AORDA4M UJITW MAMPACTURERS
<br />6MCIFICATIOINIS, IN AC4ORDAWR UTW 2014 PLORIDA
<br />MUILOWs C.006 IW.41
<br />S. UNDOW6 AND 000ft FASTMED TO MJM STRI"
<br />LE66 TWM 1 1/21 6HALL BE AW-WORED TWROLW4
<br />THE JAM TO Ti-E OTFRZTURAL WNTRATE, IN
<br />AC4011RDANCE WITH 2014 Florlds Ovildirg Code. 1101,4.42
<br />4. WNDOW AND DOOR MLLION ASSEMBLIES $HALL 13E
<br />DE6re*P AND TEOTED TO TRAMMIR 15 TM& THE
<br />INPIC-ATEP DESIGAN LOAP6, TO THE STRIr-TI.NRAL SUMOTRATE
<br />IN ACCORDA-r-E UTW, 2014 Florida BuIldMe Code
<br />noi*bi A%v neiAAA,
<br />ATTAC�4MENT OF
<br />WINDOW TO FRAME
<br />WALL TO 5E PER
<br />MANUFACTURERS
<br />RECOMMENDATION,
<br />0 N.T.S.
<br />A A i i --- 000;2
<br />WALL WIDTH,
<br />a"X,5"X 16" C.M.U.
<br />BRICK MOULD
<br />DOOR FRAME
<br />311(o"x 2-1/2" TAFCON
<br />FASTENERS INTO BLOCK
<br />1(0 11 O.C.
<br />3/4" FURRING NAILED
<br />TO BLOCK 6 5" O.C. (2)
<br />REQUIRED EACH LIFT
<br />SL. GL. DOOR 000IRS
<br />a"X.5"X 16" C.M.U.
<br />3/16" x 1-3/4" TAPCON FASTENERS
<br />INTO CONCRETE BLOCK
<br />ADHESIVE 6EALENT BOTH SURFACES
<br />PFRIOR TO ATTACHING BUCK TO CONC. BL<
<br />1/2" DRYWALL
<br />I" P.T,
<br />8"x I" SELF THREADING PHILLIPS FLAT HEAD
<br />CADMINUM PLATE SCREW$ 24" O.C. MAX.
<br />WITHIN 4" OF CORNER
<br />3/16"x 1-3/4" TARCON, FASTENERS,
<br />INTO CONCRETE BLOCKS
<br />CAULKING
<br />MARBLE STOOL
<br />1/2 " DRYLUALL ON Ix 3 P.T.
<br />FURRING 110 16" O.C.
<br />PRECAST SILL
<br />5"X 8"X Iro" C.M.U.
<br />WINDOWS
<br />DOOR 4 UNDOW AgrorACHMeNT DETAIL.6
<br />FILLED CELL (3) 1/2"x 8" "J" BOLT5 OR
<br />W/ (1) 0 5 VERT. HILTI DN50 (OR EOUAL)
<br />------ CONT, WOOD TRIM
<br />SHINGLES PER SPECIFICATIONS (wl ro
<br />FASTENERS PER SHINGLE) OVER
<br />-) OR
<br />ROOFING FELT ON 1/2" FLYWOOl_
<br />065 W/H-CLIP5 ON PRE-ENGINEERED
<br />WOOD TRUSSES 6 24"O.C. (FOR NAILING
<br />SCHEDULE SEE SHEET 62C)
<br />HURRICANE ANCHORS
<br />(SEE ROOF PLAN
<br />ALUM. DRIF EDGE
<br />2X& 5UB FASCIA
<br />MAY VARY
<br />ALIAMPASCIA 4
<br />(SEE ELEVATIONS;'
<br />SOFFIT
<br />INSULATION
<br />UNLE55 OTHERW15E NOTED - ALL THERMAL INSULATION
<br />SHALL BE AS FOLLOWS:
<br />-3 -4.5
<br />CONC BLOCK WALLS R BLOUN CELLULOSE OR R
<br />ALUMINUM MULTI SWEETS FOIL OR
<br />R-45 -3/4" RIDGID FOAM INSULATION
<br />FRAMED WALLS R-11 FIBER)GLA55 BATT
<br />INTERIOR CEILIWaS R-IS FIBERGLASS BATT OR BLOWN
<br />CEILIW35 UNDER ATTIC R-30 FIBER63LA65 BATT OR BLOUN
<br />TEXTURED STUCCO OVER CMU'S
<br />OR
<br />EXTERIOR SIDING OVER
<br />I X 2 P.T. FURRING 6 Iro" C.C.
<br />R-3 BLOWN CELLULOSE OR R-45 ALUMINUM MULTI 6
<br />HEETJU
<br />FOIL
<br />*5 DWL
<br />I y I U_
<br />W/ 10, Z
<br />6TD. HOOK
<br />(L
<br />W
<br />q
<br />(Y-
<br />q
<br />(1) 20'-0" 05 REBAR TIED TO
<br />FTG. STEEL AND GRNr,>. ROD
<br />(BY OTHER5)AT ELECTRICAL
<br />BOX LOCATION
<br />------- (2)#5 REBAR CONT.
<br />(3" MIN. COVER)
<br />GROUND ROD (BY OTHERS)
<br />SEE ELEVATIONS
<br />FOR ROOF $LOPE
<br />1/2" CD OR 5/5"
<br />DRYWALL ON CEILING
<br />Z
<br />TOP COURSE a"X 6"
<br />X 16" CONC. "U" BLOCK 1-
<br />14
<br />FILLED W/CONC.
<br />>
<br />RE-INF. W/I *5 REBAR U1
<br />CONT. -1
<br />U1
<br />W
<br />W
<br />AT EACH CORNER 4 1ID
<br />Ch
<br />SPACING SHOWN ON
<br />FOUNDATION PLAN,
<br />V
<br />FOUR 4 FILL 5LK. CELL
<br />>
<br />VERTICALLY W11 *5
<br />REBAR CONT. TIED TO
<br />>_
<br />TOP COURSE REBAR 4
<br />TO STEEL IN FTG.
<br />1/2" GYPSUM DRYWALL
<br />OVER 3/4" P.T. FURRING
<br />a X 6 X 16 CONCRETE
<br />BLOCKS W1 HORIZONTAL
<br />LADDER RE-INF. 0 I(b"
<br />O.C. IN SHEAR PANELS
<br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATHING" PER TECHNICAL NOTE
<br />OR2-15A Irb-24 "-DOUBLE FLY CLIF THE SIDE ADJACENT TO THE FULL WIDTH PANEL - NONE
<br />REQUIRED AT RIDGE OR HIP. 12" TO 16" - LUMBER ONLY BLOCKING (2x4) FLAT W15E OR
<br />ENDWISE ON THE SIDE ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE
<br />OR HIP, FOR PLYWOOD SHEATHING 12" OR LE66 LUMBER ONLY BLOCKING, (2x4) FLAT
<br />WISE OR EDGEWISE ON 50TH PANEL EDGES.
<br />:;)F COURSE
<br />'X5"XIrb" CONC.
<br />.0. BLOCK W/
<br />'CURED CONIC. 4
<br />#5 RE15AR CCNT.
<br />RECAST GONC. LINTEL
<br />POWERS STEEL LINTEL
<br />#5 POURED SOLID
<br />AM. WINDOW
<br />RBLE SILL
<br />ECAST CONC. SILL
<br />4
<br />1:
<br />D BASE (1) 20'-0" #5 RE5AR TIED TO
<br />FTG. STEEL AN[--) GRND. ROI-_)
<br />(BY OTHERS) AT ELECTRICAL
<br />11101
<br />\_3000 FSI CONC.
<br />- 6"x &"x 10/10 E.W.W. MESH REINFORCING REQUIRED
<br />THROUGHOUT THE CONCRETE SLA5 OR F15ER MESH GRADE
<br />PER SECTION IS11.2, 2010 FLORIDA 5UILDING CODE.
<br />T`rPICAL UJA
<br />CUR15 DETA I
<br />&Xro-010 WLLIF OR
<br />F15ER MESH 1.50/CU. YD.
<br />HEADER BLOCK W/S41
<br />NOTE; IF WALL HEIGTI4 EXCEEDS 2'
<br />BRACE WALL UNTIL FLOOR 15 POURED
<br />KN
<br />ro MIL. VAP. BARRIER
<br />;,7:
<br />GROUND ROD (BY OTHERS)
<br />SMCT I ON.
<br />*54, W/CELL POURED SOLID
<br />6 6-0" O.C. MAX.
<br />#50 DOWEL
<br />SPACING PER FOUNDATION PLAN
<br />OPTIONAL (STEM WALL)
<br />CONCRETE -ENCASED ELECTRODE. AN ELECTRODE ENCA5ED BY AT LEAST 2" OF CONCRETE,
<br />LOCATED WITHIN AND NEAR THE E30TTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT is IN
<br />DIRECT CONTACT WITH THE EARTH, CON916TING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC;
<br />GALVANIZED OR OTHER ELECTRICITY CONDUCTIVE COATED STEEL REINFORCING 5AR6 OR RODS
<br />OF NOT LESS THAN 112 INCH DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER
<br />CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING BARS SHALL BE PERMITTED TO BE BONDED
<br />TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS."
<br />SEE SHEET $1 FOR HOLE) DOWN
<br />HARDWARE (TOP 4 BOTTOM)
<br />I LN.
<br />X.
<br />E====
<br />2x P.T. UX")O1:;1 JAMB -f71i4=="
<br />_�_
<br />%
<br />DOOR AND CONNECTION PER
<br />GARAGE DOOR MANUFACTURER
<br />0 11
<br />G
<br />(2)05 ROL) CONT.
<br />(3" MIN. COVER)
<br />[4"
<br />r%
<br />411
<br />mpson 5tronl@-Tie AC(o or equal
<br />Installed per manufacturer.
<br />UPI!Ft at columns = 4410
<br />ax'SX16? CONIC
<br />HEADER BLOCK 7
<br />SEE SHEET 51 FOR HOLD DOWN
<br />LOAD SEARING
<br />HARDWARE (TOP 4 BOTTOM)
<br />FZ. ELEV.
<br />_% = EX
<br />E7
<br />DROP SLA15
<br />1/2" EXP. MATERIAL
<br />W5_0�
<br />RE5AR BENT 5ACK 4"
<br />FF. GAR.
<br />#5 REBAR CONT.
<br />05 REBAR VERT. REINF.
<br />BEYOND 0 MAX. &'-0" O.C.
<br />6"xa"
<br />CMU BOND BEAM w/1-05 RE5AR
<br />SEE SWEET 61 FOR SIZES, RE5AR
<br />SIZES 4 NUMBER REQUIRED
<br />IN CONC. FILLED CELLS
<br />CONTINUOUS, FILLED SOLID WITH
<br />GROUT
<br />'rim
<br />p4NCHORA
<br />(FRAME)
<br />J�
<br />FLOATING DROP SLA5
<br />LOAD 15MARING
<br />(Nor&)
<br />411- 1
<br />JL4
<br />C300 STA�
<br />1_400< 10
<br />TYPIGAI
<br />#5 RE5AR IN
<br />VERTICAL
<br />GROUT FILLED
<br />CELL
<br />5TEF DOWN TIE 5EAM IDETAIL
<br />SEE ELEVATIONS
<br />FOR ROOF SLOPE
<br />SHINGLES PER SPEC IFICAT IONS
<br />(Lu/ (o FASTENERS PER SHINGLE) OVER
<br />ROOFING FELT ON 112" PLYWOOD OR
<br />056 W/H-CLIPS ON PRE -ENGINE ERED
<br />WOOD TRUSSES 13 24"O.C.
<br />(FOR NAILING -SCHEDULE SEE SHEET 625)
<br />HURRICANE ANCHORS
<br />(SEE ROOF PLAN
<br />ALUM. DRIP EI__)GE
<br />2X& -SUB F,45CIA
<br />(2) 2x 12's w/ 1/2',
<br />PLYWD. BETWEEN
<br />(SIZE MAY VARY
<br />SEE ROOF PLAN)
<br />impso Strone-Tis AC& or equ 1
<br />150 n C _'8> or SCIU I BEAM 6 END
<br />Install d per manufacturer,
<br />e
<br />U li olu 7 OF PORCH
<br />Upli at Columns = 44-10
<br />(ox (o WOOD P05T
<br />OR COMP051TE P05T
<br />30#
<br />��Anchor Bol
<br />Simpson 5tron!@ -
<br />Installed per manufacturer,
<br />Uplift at columns 4410
<br />(D
<br />0
<br />0
<br />0)
<br />L_
<br />FOR FOOTER SIZE AND (D
<br />HARI:)WARE SEE DETAIL
<br />0
<br />4 FOUNDATION SHEETS L)
<br />(01
<br />0 it
<br />oil a A-, T'rPICAL PORCH SECTI
<br />L
<br />
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