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Design No. U301
<br />July 17, 2012
<br />Bearing Wall Rating — 2 HR-
<br />Finish Rating — 66 Min.
<br />Load Restricted for Canadian Applications — See Guide QXUV7
<br />16
<br />1. Nailimadls — Exposed or covered with joint compound-
<br />2. Joints — Exposed joints covered with joint compound and paper tape_ Joint compound and paper tape
<br />may be omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer
<br />plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with
<br />j papertape.
<br />3. Nails — 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diem, 1/4 in. diam heads, and 8d
<br />cement coated nails 2-3/8 in. long, 0.113 in. shank diam, 9/32 in. diam heads.
<br />4. Gypsum Board* — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached
<br />to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs over inner layer with the 2-
<br />3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. All joints in face layers staggered with
<br />joints in base layers. Joints of each base layer offset with joints of base layer on opposite side.
<br />When used in widths other than 48 in., gypsum board to be installed horizontally.
<br />When Steel Framing Members* (Item 6) are used, base layer attached to furring channels with 1 in. long
<br />Type 5 bugle -head steel screws spaced max 24 in. OC; face layer attached with 1-5/8 in. long Type S bugle -
<br />head steel screws spaced max 12 in. OC.
<br />ACADIA DRYWALL SUPPLIES LTD — Type X
<br />AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C, AGX-11.
<br />BELTING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1
<br />CERTAINTEED GYPSUM INC — Types 1, FRPC, EGRG, GlasRoc, Type C or Type X.
<br />CERTAINTEED GYPSUM CANADA INC — Type C, Type X, Type Abuse -Resistant.
<br />CGC INC — Types AR, C, IP-AR, IP-X1, IP-)(2, IPC-AR, SCX, SHX, ULX, WRC, WRX .
<br />GEORGIA-PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC , DGG, DS, GPFS6, LS
<br />LAFARGE NORTH AMERICA INC —Types LGFC-C, LGFC2, LGFC2A , LGFC6, LGFC6A., LGFC-C/A, LGFC-
<br />WD, LGLLX.
<br />NATIONAL GYPSUM CO — Types FSK, FSK-C, FSK-G, FSW, FSW-3, FSW-5, FSW-6, FSW-C, FSW-G, FSMR-
<br />C, FSL
<br />pABCo BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types C, PG-2, PG-3, PG-3W, PG-4, PG-5,
<br />PG-5W, PG-5WS, PG-9, PG-11, PG-C or PGS-WRS.
<br />PANEL REY S A —Types PRC, PRX, RHX, MDX, ETX, GREX
<br />SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1
<br />TEMPLE -INLAND — Type TG-C, Type X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type-
<br />X, Soffit -Type X, GreenGlass Type X.
<br />UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX,
<br />WRC, WRX.
<br />4A. Gypsum Board* — (As an alternate to Item 4) —Nom 3/4 in. thick, installed as described in Item 4.
<br />CGC INC — Types AR, IP-AR.
<br />UNITED STATES GYPSUM CO — Types AR, IP-AR.
<br />�I
<br />USG MEXICO S A DE C V —Types AR, IP-AR.
<br />4B. Gypsum Board* — (As an alternate to Items 4 and 4A)-5/8 in. thick, 2 ft wide, tongue and groove
<br />edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 4.
<br />Joint covering (Item 2) not required.
<br />CGC INC — Type SHX
<br />UNITED STATES GYPSUM Co — Type SHX
<br />USG MEXICO S A DE C V — Type SHX
<br />4C. Gypsum Board* — (As an alternate to Items 4, 4A or 4B -not shown) For Direct Application to Studs
<br />Only- For use on one or both sides of the wall as the base layer or one or both sides of the wall as the face
<br />layer. Nom 5/8 in, thick lead backed gypsum panels with beveled, square or tapered edges, applied
<br />vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs.
<br />aced 8 in.
<br />Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsmpasnthetface aYer screl seel screws ew length
<br />OC at perimeter and in the field when applied as the base layer. When applied
<br />to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum
<br />I
<br />wallboard and optional at remainingstud locations. Lead batten strips, min 1-1/2 in. wide, max 10 ft long
<br />with a max thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in. long
<br />Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs
<br />or tabs may be used in lieu of or In addition to the lead batten strips or optional at other locations. Max 3/4
<br />in. diam by max 0.125 in_ thick lead discs compression fitted or adhered over steel screw heads or max 1/2
<br />in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards underneath screw locations prior
<br />to the installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal
<br />specification QQ-L-201f, Grade "C". Fasteners for face layer gypsum panels (Items 4, 4A or 46) when
<br />installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described
<br />in Item 4.
<br />RAY -BAR ENGINEERING CORP — Type RB-LBG.
<br />4D. Gypsum Board* — As an Alternate to Item 4 — 5/8 vlo in/.cthi thick
<br />gypsum lied ther horizontally or steel vertically.
<br />spaced
<br />Inner layers fastened to framing with 1-1/4 in_ long Type
<br />a max 8 in. OC, with last screw 1 in. from edge of board. Outer layers fastened to framing with 1-7/8 In.
<br />long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from
<br />edge of board. When used in widths other than 48 in., gypsum board to be installed horizontally. All joints in
<br />face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on
<br />opposite side.
<br />I
<br />AMERICAN GYPSUM CO —Types AGX-1, M-Glass, AG-C_
<br />i
<br />4E. Gypsum Board* — (As an alternate to Items 4 through 4D) — 5/8 In. thick, 4 ft. wide, paper surfaced
<br />applied vertically and secured as described in Item 4.
<br />Design No. U404
<br />March 19, 2012
<br />Bearing Wall Rating — 1 and 2 Hr (See Items 2, 3 and 5)
<br />Nonbeering Wall Rating — 1 and 2 Hr (See Items 2, 3 and S)
<br />Load Restricted for Canadian Applications — Sec Guide BXUV'
<br />2 Hr- Configuration A
<br />2 Hr, Configuration S
<br />2 ter, Goalliguratton E_;
<br />1_ Steel Floor and Ceiling Runners — (Not Shown) — Channel shaped, 3-1/2 in. wide by 1-1/4 in. deep,
<br />fabricated from min 20 MSG (0.0329 in_, min bare metal thickness) galvanized steel. Attached to Floor and
<br />ceiling with steel fasteners spaced 24 in. OC max.
<br />I2. Steal Studle — MIN s WO STUDS! fabricated from min 20 MSG (0.0329 in.. Tnin bare metal thickness)
<br />galvanized steel ,spaced max 16 in. OC. For bearing walls, studs shall be designed in accordance with the
<br />current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American
<br />Iron and Steel Institute. All design details enhancing the structural integrity of the bearing wall assembly,
<br />including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer
<br />and shall meet the requirements of all applicable local code agencies_ Steel studs attached to floor and
<br />ceiling runners with 3/8 in_ long Type S-12 steel screws on both sides of the studs or by welded or bolted
<br />connections designed in accordance with the AISI specifications_ For nonbearing walls, studs to be cut 3/8 to
<br />3/4 In. less than assembly height and friction -fitted into floor and ceiling runners .
<br />2A. Steel Studs — (As an alternate to Item 2, For use with Items SA & 513) Channel shaped, fabricated from
<br />min 20 MSG corrosion -protected or gals steel, 3-1/2 in. min width, min 1-1/2 in. flanges and 1/4 in. return,
<br />spaced a max of 16 in. OC_ Studs friction -fit into floor and ceiling runners. For nonbearing walls, studs to be
<br />cut 5/8 to 3/4 in. less than assembly height.
<br />3. Cementitious Backer Units* — 1/2 in. or 518 in, thick, applied vertically or horizontally with vertical
<br />joints centered over studs. Fastened to studs and runners with corrosion resistant, chamfered, ribbed wafer
<br />head screws with a minimum head diameter of .400 inch. For nonbearing systems, fastened to studs and
<br />edge of the r of the
<br />bottom runners with the uppermost screws placed 1/2 in. to 2 in. belowthe bottom e g h leg
<br />top runner. Horizontal joints need not be backed by framing. 1 Hr System - Screws shall be min 1-1/4 in.
<br />cavity from m board vertical
<br />long and spaced a max of 8 in. OC. All vertical joints staggered one stud ca ty gypsum oa
<br />joints on the opposite side of studs. Horizontal edge joints and horizontal butt joints on opposite sides of
<br />studs need not be staggered_ 2-Hr System - For the base layer in Configuration B, the screws shall be min
<br />1-1/4 in. long and spaced a max of 12 in. OC. For the face layers, screws shall be 1-5/8 in. long and spaced
<br />a max of 8 in. OC. All face layer joints offset min 12 in_ from underlying base layer joints. Joints in either
<br />layer need not be staggered from joints on the opposite side of the wall.
<br />UNITED STATES GYPSUM CO — DUROCK Exterior Cement Board, or DUROCK Brand Cement Board
<br />4. Batts and Blankets* — Min 3 in- thick mineral wool insulation batts, friction -fitted between studs .
<br />I
<br />IIG MINWOOL L L C — Type SAFB
<br />THERMAFIBER INC — Type SAFB.
<br />S. Gypsum Board* — S/8 in- thick, with square or tapered edges, applied vertically or horizontally with
<br />vertical joints centered over studs. Horizontal joints need not be backed by framing. Fastened with Type S-
<br />12 screws. 1-Hr System - For vertical application, fastened to studs and runners with 1 in, long screws
<br />spaced max 8 in. OC at vertical edges and spaced max 12 in. OC in the field. For horizontal application,
<br />fastened to studs and runners with I in. long screws spaced max 8 in. OC_ Vertical joints staggered one stud
<br />cavity from cement board vertical joints on opposite side of studs_ Horizontal edge joints and horizontal butt
<br />joints on opposite sides of studs need not be staggered. 2-Hr System - Base layer with an overlying
<br />gypsum board face layer, fastened with 1 in. long screws spaced max 16 in. OC to studs and runners. Base
<br />layer with an overlying cement board face layer, fastened with 1 in. long screws spaced max 12 in. OC to
<br />studs and runners. Face layers Fastened with I-S/8 in. long screws spaced max 16 in. OC to studs and
<br />runners with screws offset 8 in. from face layer screws. Face layer joints offset min 12 in- from base layer
<br />joints. Joints in either layer need not be staggered from joints on the opposite side of the wall. When used in
<br />widths other than 48 in., gypsum panels to be installed horizontally.
<br />CGC INC — Types AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, SGX, ULX, WRC or WRX
<br />UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, WRC,
<br />WRX, USGX (Joint tape and compound, Items 6 and 7, optional for use with Type USGX),
<br />USG MEXICO S A DE C V — Types AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, ULX, WRC, WRX.
<br />SA. Gypsum Board* — (As an alternate to Item 5 may be used as the base layer on one or both sides of
<br />wall, For direct attachment only) - Nom SIB in. thick lead backed gypsum panels with beveled, square or
<br />tapered edges, applied vertically- Vertical joints centered over studs and staggered min 1 stud cavity on
<br />opposite sides of studs. Wallboard secured to studs with 1-1/4 in_ long Type S-12 steel screws spaced 8 in.
<br />OC at perimeter and 12 in. OC in the field -
<br />RAY -BAR ENGINEERING CORP —Type RB-LBG
<br />SS. 0"murn Board* — (As an alternate to Item 5 may be used as the base layer on one or both sides of
<br />wall, For direct attachment only). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or
<br />EXISTING ROOF
<br />o II 1 1/2" 2' X 4' DROP IN CEILING TILE
<br />AND METAL GRID SYSTEM,
<br />3 5/6" 25 GA. METAL STUDS WITH 1/2" GYPSUM WALL
<br />50ARD EACH SIDE SECURE STUD WALL AT BOTTOM
<br />THROUGH STEEL TRACK WfTI-I MASONRY ANCHORS
<br />TWAT PENETRATE CONCRETE MINIMUM 1" SPACED
<br />24" OC WITH STUD bCTENDING TO ABOVE DROP
<br />CEILING.
<br />N
<br />TYPICAL INTERIOR METAL STUD WALL DETAIL
<br />NO SCALE
<br />GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2010 FLORIDA BUILDING CODE
<br />ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY. HAS APPLIED "RATIONAL ANALYSIS' FOR THE STRUCTURAL DESIGN
<br />OF THIS STRUCTURE -
<br />THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS:
<br />FLOORS= SLAB -
<br />Li LOAD - 40 P.S,F_ LIVE LOAD - 50 P.S.F.
<br />DEAD LOAD - IU P.S.F. DEAD LOAD - 10 P.S F_
<br />ROOF.
<br />LIVE LOAD (TRUSS TOP CHORD) - 20 P.S,F.
<br />DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F.
<br />DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P-S.F.
<br />A56UMED TRUSS SELF WEIGHT (DEAD LOAD) - T P.S.F.
<br />WIND,
<br />BUILDING 15 DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2010 FLORIDA
<br />BUILDING CODE, RESIDENTIAL - SECTION R3OL2.1,1. AND 2010 FLORIDA BUILDING CODE
<br />SECTION 1609.1.1.
<br />COMPONENT 4 CLADDING WIND LOADS
<br />WIND DESIGN ASSUMPTIONS=
<br />BUILDING EXPOSURE - B
<br />13UILDING RISK CATI=CtORY - II
<br />MEAN ROOF HEIGHT 30 OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENT
<br />COEFFICIENT = 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT ../- 0,18
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT
<br />CORNL32 OF THIS SHEET _
<br />ALL STRUCTURAL ELEMENTS, EXTERIOR
<br />WALLS AND INTERIOR WALLS SHALL BE
<br />TYPE V CONSTRUCTION PER FBC 602,5
<br />SOIL BEARING 4 COMPACTION:
<br />ALL OTHER
<br />BUILDING
<br />ROOF OVERHANG
<br />COMPONENT
<br />ZONE
<br />LOADS
<br />LOADS
<br />I
<br />WA
<br />2
<br />-65,1
<br />3
<br />-110.6
<br />4
<br />N/A
<br />+35.3/-36.2
<br />5
<br />N/A
<br />+35.3/-41.2
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.B.F.
<br />(MINIMUM).. THE CONTRACTOR/PROPERTY OWNER RES ONSIBLEFOR VERIFYING THAT THE SO1 L
<br />ON THE 517E IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P,S.F_
<br />FOUNDATION LOADING,
<br />ARKAY ENGINEERING, INC,: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERNG COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />NOR PERFORMING ANY 6011- TESTING.
<br />ARKAY ENGINEERING, INC, SHALL NOT BE RESPONISIBLE FOR THE 617E SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS.
<br />FOUNDATIONS 4 SLAB- 0N-GRADE:
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA,
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 I-AE.F. FOUNDATION LOADING,
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON GLEAN, ADEQUATELY
<br />COMPACTED AND MITE POISONED SOIL TER
<br />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 25 DAY
<br />COMPRESSIVE STRENGTH OF 2-1,00 P.S.I.
<br />REINFORCING 6TML SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25'
<br />FOR •5 REBAR, 30" FOR N6 REBAR 4 35" FOR n RETSAR.
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL WEIGHT OF 4 COURSES (AFTER
<br />FINAL SITE GRADING), THE CONTRACTOR OR BUILDING OWNER SHALL. DETERMINE THE
<br />EXACT STEMUALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED,
<br />i
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
<br />SITE FOR THE 6UILDNG INSPECTORS USE, OR ALL PROPERTY MARKER$ SHALL BE EXPOSED AND
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS,
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TBRMITIGIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BAITING $Y8TE 15, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
<br />A "CERTIFICATE OF COMPLIANCE" SHALL. BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED, THE CERTIFICATE
<br />SHALL STATE (PER FBC R320.1).
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT 18 N ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER 6ERVICES."
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />SECTIONS R320.1.1 THROUGH R320_1.6 DO NOT APPLY, A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE Or OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR_ THE SYSTEM
<br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL (PER FBC R320,I.0
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING 4 COMPACnON ARE COMPLETE (PER FBC R320.1.11
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />(INCLUDING ANY BOXED OR FORMED AREAS) - (PER FBC R320,L2),
<br />BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT. (PER FBC R320_1.3)
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION, IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />SHALL BE REQUIRED (PER FBC R320.1.4).
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER FBC R320.1,51
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12 INCHES OF THE STRUCTURE 51DE WALLS (PER FBC R3206_I.6),
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. (PER FBC R320.1.6)
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL D*CHARGF AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS (PER FBC R320.1).
<br />AFTER ALL WORK IS COMPI `rED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
<br />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. (PER FBC R320.8.3)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
<br />WALL.) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR I1,151"ECTION
<br />FOR FUTURE TERMITE INFESTATIONS (PIER FBC R104).
<br />EXTERIOR WINDOW:° 4 DOOR A55EM5LIE5:
<br />ALL EXTERIOR WINDOW 4 GLA-56 DOORS SHALL BE TESTED IN ACCORDANCE WrfW ANSUAMMA/NUIWDA
<br />101/152 STANDARDS AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURER.
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY,
<br />ALL MULLIONS AND ADJACENY DOOR/WINDOW ASSEMBLIES BHALL BE TE611ED OR ENGINEERM TO
<br />TRANSFER 1.5 TIMES THE DESI;sN LOADS TO THE ROUGH OPENING SUBSTRATE -
<br />INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORNG RECOMMENDATIONS
<br />TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
<br />ELECTRICAL, PLUMBING 4 MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411,003(2XU OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
<br />PLUMBING AND MECHANICAL 5Y61EMe, SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
<br />ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HI6/11ER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTFRRUPTER "GFI" CIRCUIT.
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS SHAH BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />'API" CIRCUIT.
<br />5AFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
<br />(U GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />ASSEMBLIES,
<br />(2) GLAZING IN DOORS AND rNCLO6URE5 FOR HOT TUBE, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A WILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS L.E58
<br />THAN 60 INCHES ABOVE THE DRAIN INLET.
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
<br />CLOSED POSITION AND eWOSE BOTTOM EDGE 15 LESS THAN 60 INCHES ABOVE THE
<br />FINISHED FLOOR OR WALKING 6URFACE.
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE_ THAT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS,
<br />A) EXPOSED AREA OF AN INDIVIDUAL- PANE GREATER THAN 9 SQ, FT,
<br />B) BOTTOM EDGE LESS THAN IS INCHES ABOVE THE FLOOR.
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR
<br />D) ONE OR MORE WALKING 81RRFACE6 WITHIN 36 INCHES HORIZONTALLY OF THE
<br />PLANE OF THE GLAZING.
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF Gi_AZING.
<br />DRAFTSTOPPING:
<br />IN SINGLE FAMILY DWELLINGS, DRAFT5TOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
<br />FRAMIMG MEMBERS) IN FLOORICEJLING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTBTOPPING
<br />SHALL BE CONSTUCTED 6UC44 THAT THE FLOOR/CEILING ASSEMBLY 18 BROKEN UP INTO TWO OR
<br />MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 8Q, FT.
<br />ARKAY EJJGrINE RING INC,
<br />b EhiGINE�RB
<br />/
<br />RICHARD L_ i DDEI f"
<br />FLORIDA LICE143E NUMB 5 U56
<br />THE CLIENT UNpB413TAN 16 THAT THE DFINGNEIR CARRIES NO LIABILITY INSURANCE AND TI-iHREf-ORE I HERBY CRRTiFY 144AT THESE PLANS AND SPECIFICATIONS
<br />AGREP$ TO HOLD WARMLESS, IDt9'INIFY, AND DEFEND DEWAM FROM ALL CLAIMS, LObiFS AND UI�E pit♦ ' aRED I3•,' ME OR Il:�DER MT DIRECT 8UPERVISION
<br />EXPBNfp (INCLUDING ML4*QNAmLrL ATTOIRNEY FEES) ARI6NG OU7 OF OR REBULTTNG FROM THE ARE M CGf'1 RECl 4GE Ui,' it l f ;I�AF'TER IFS, SECTION &JP OF THE
<br />PROJECT, THE DRbkih�llt LLNLL IN 600E MITE ATTlI"IPT TO PROVIDE IRROR PROM CONSTRUCTION ARE IN CUPJ_I NGi E W.'T :G4A AND ASCE T1 MOR 1ST MPH
<br />DRAURNG6, EILIT N THE EVENT ERRORS OGCLRR THE DENGNHR WILL NOT BE LUABL.E FOR COST OF
<br />RI3PAIRS OR DELAY TO THE GOMTR.UGTION - - - WIND ZONE RISK CATEGORY 11
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<br />UNIT 01
<br />1358
<br />UNIT 02
<br />1354
<br />UNIT 03
<br />1363
<br />TOTAL
<br />4075
<br />UNIT 04
<br />1508
<br />UNIT 0S
<br />MW
<br />UNIT •6
<br />1945
<br />UNIT 01
<br />1524
<br />UNIT 08
<br />1808
<br />TOTAL
<br />13350
<br />FRONT
<br />CANOPY
<br />1155
<br />REAR
<br />COVERED
<br />WALK
<br />1106
<br />TOTAL
<br />AREA
<br />15641
<br />ARKAY
<br />
|