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GENERAL NOTES:
<br />11. BUILDING GROUP OCCUPANCY GROUP A-
<br />2. BLG CONST (TABLE 500): TYPE 5B (UNPROTECTED)
<br />3. NUMBER OF AREA/HTG: 6 KSF/1 STORY
<br />4. BLG SQUARE FOOTING 1, 912 S. F.
<br />5. ALL EXTERIOR WALL TO BE SHEAR WALL
<br />16. OCCUPANCY: ASSEMBLY W/FIXED SEATING 90 OCCUPANTS]
<br />PRODUCT APPROVAL
<br />APPROVED PRODUCTS LIST
<br />PRODUCT CATEGORY
<br />SUB CATEGORY
<br />NMLFACTURER
<br />FL APPROVAL No.
<br />EXP, DATE
<br />STRUCTURAL COMPONENT
<br />CONC. LINTEL
<br />CAST-CRETE USA,Imc.
<br />FL158-RII
<br />9/11/21119
<br />STRUCTURAL COMPONENT
<br />ANCHORS
<br />W130D CONNECTOR
<br />SIMPSON STRONG TIE
<br />FL13326-R4
<br />FL10661-R5
<br />12/31/201�
<br />12/31/2019
<br />ROOFING
<br />UNDERLAYMENT
<br />TAMKO Bultding Products
<br />FL12328,11-RS
<br />12/31/2020
<br />ROOFING
<br />SHINGLES
<br />TAMKO BuILd1mg Products
<br />FL18355-R4
<br />12/31/2020
<br />DOORS (EXTERIOR)
<br />SWINGING
<br />THERMATRU
<br />FL5891-R6
<br />12/31/2021
<br />DOORS
<br />GARAGE DOORS
<br />CLOPAY BLDG PRODUCTS
<br />FL5678-R2
<br />T5-/21/2028
<br />Panel Watts
<br />Siding
<br />James Hardie Building Prod
<br />FL10477-R7
<br />04/05/2019
<br />WINDOW
<br />SINGLE HUNG
<br />MI WINDOWS
<br />FL15217-R5
<br />09/26/20J9
<br />PANEL WALL
<br />SOFFITS
<br />I
<br />KAYCAN LTII
<br />FL12198-R5
<br />12/31/202�
<br />ROOFING
<br />IRooflng Accessories
<br />Florida Metal. Products,
<br />IImc.
<br />FL 21580.3
<br />-
<br />12/31/2020
<br />FIRE S�
<br />WALL LEGEND
<br />8"CMU (block) 2" int. Wall (exterior)
<br />2%6" SYP Int wall 24" or 16"O.0
<br />2%4" SFP Int wall 24" or 16" O.0
<br />5 Ply 2x6 SYP# 2 POST W/ SIMPSON HTT16 @ BASE USING 5/8
<br />WDMOW BUCK DETAI-L DIA EPDXY SET ANCHOR BOLT W/4" EMBEDMENT & 10-D NAILS
<br />I I
<br />WINDOW FASTENIM - Fnxne:
<br />1. USE MANUFACTURIERS INSTALLATION SPECiRCATIONS WHEN OP90C IS
<br />OU
<br />BUCK MATERIAL
<br />LESS THAN OR E AL TO Y4* SPACE BETWEEN THE WINDOW AND THE
<br />2. BUCKSTRIPS MUST BE SET IN A BEAD OF SEALANT. THE OCTERiCR
<br />JOINT BETWEEN THE BUCKSTRIP AM MASONRY MUST ALSO BE SEALED.
<br />BUCKSTRIP tS NOT NECESSARY AT THE SILL IF IT IS PRE -CAST. ALL
<br />GAPS MUST BE SEALED. BUCKSTRIPS SHOULD BE PRESSURE TREATED
<br />YELLOW PINE, SPRUCE OR COMPARABLE LUMBER. IN ACCORDANCIE WTH
<br />THE FLORIDA BULDING CODE, A TAPER, OR BEVEL ON (THE BUI0( rS
<br />ACCEPTABLE IF THE WINDOW FRAME IS FULLY SUPPORTED BY THE
<br />BUCKSTRIP AT BOTH THE INTERIOR AND EXTERIOP_
<br />3� ff- U
<br />f OT b0OW INSTALLAT10N FASTENERS SHOULD BE A MINWM
<br />S= I' THICK OR GREATER WOOD BUCKSTRIPS
<br />#10 X I X- WOOD SCREWS, INSTALLED THROUGH THE WINDOW INFTO THE
<br />BUCKSTRIP. WINDOW MAY BE SHIMMED AS NECESSARY. PROVIDED A
<br />MINIMUM SCREW EMBEDMENT OF 1 Y4* IS MAINTAINED IN THE B=STRIP.
<br />WINDOW FASTENERS SHOULD BE LOCATED A MAXIMUM OF 4:" FROM EACH
<br />CORNER AND MA)MUM OF 18* D.C. IT IS RECOMMENDED THAT
<br />ACTUAL SIZE OF THE BUCKSTRIPS SHOULD BE NO LESS TeM I r X 2
<br />FASTENERS 140T BE INSTALLED THROUGH THE SILL OF THE WINDOW. THE
<br />)V. BUCKSTRIPS SHOULD BE INSTALLED USING MHUM XC X 2 %-
<br />MASONRY SC:RM TO MAINTAIN I Y4� EMBEDMENT. 19' Or- & e FROM
<br />EACH END.
<br />PREFABRICATED
<br />V= 7RUSS '4X4 PF POST
<br />F572X4
<br />_�4
<br />EXT
<br />WALL W/ 4X4 PT BOT PLATE
<br />Y DRY WALL
<br />HOME SW:
<br />IV THICK CONIC SLAB
<br />W/ 6XIS 10/10 WWM
<br />8*X9' ON 6 MIL VAPOR
<br />MONO FOOTING BARRIER
<br />�C
<br />W/ (1) #5 ROD
<br />ME AT DW
<br />POST AT ENTRY PORiCH
<br />hem,
<br />SCALE. 3/4'-1_,_0Q
<br />CONTRACTOR MAY SUBSTITUTE PLAN MANUFACTURERS WITH THEIR PREFERED
<br />MANUFACTURER SPECIFICATIONS MUST BE EQUAL OR EXCEED SHOWN SPECIFICATIONS,
<br />SUBMIT NEW SPFrTFTrATTnN.'� P. MAN] 1FArT1 IP7P DATA Tn W In nTMr -PAOTUMIT 6 T11-11-
<br />component & c(adding design pressure talo(e
<br />(132 mph, 3 sec, gust, 2,1/12 to 6.9/12 pitch, exposure lo, height = 0 to 30 f�eet,
<br />Importance f actor I (enclosed) (psf)
<br />tributary areo, (-Pt 2)
<br />r 0 0 f
<br />wa([
<br />(gcpi=+/- '18)
<br />(gcpl=+/- .18)
<br />10
<br />14.9 -50.1
<br />25.9 -34.7
<br />20
<br />13,6 -45A
<br />24.7 -32A
<br />50
<br />11.9 -39.3
<br />23.2 -29.3
<br />100
<br />1 10.5 -34,7
<br />22.0 -26,9
<br />125
<br />10�5 -34.7
<br />21.7 -26.2
<br />1 for effective areas of wind speeds between those given above the
<br />load may be interpolated, otherwise use the load associated with the
<br />lower ef f ective area,
<br />C6
<br />0) 2 table values shall be adjusted for height and exposure
<br />+1
<br />by multiplying by
<br />0 adjustment coefficients in table 1606.2d of the Florida
<br />building code 2014 edition.
<br />(7
<br />3 plus and minus signs signify pressures acting toward and away from
<br />the building surf aces,
<br />I
<br />E-
<br />SEE SEPERATE SHEET
<br />FOR UPLIFT CONNECTIONS
<br />cy-Y
<br />I ).
<br />DOUBLE TOP PLATE
<br />SIMPSON SP2 CONNECTOR
<br />SIMPSON SP1 0 BOT. EA. STUD
<br />2"x P.T. PLATE
<br />TOP OF PLA
<br />2' X 6' CONT, WD. BACKDOG
<br />IN BETWEEN STUDS @ 24' 9/C
<br />3 5/8 OR 5 5/8' CHANNEL
<br />SHAPS STUDS @ 16' O/C.
<br />3/4' PLYWOOD SHELVES ON
<br />K. V, STANDARD, COVERED
<br />IN PLASTIC LAMINATE
<br />3/4' PLYWOOD CONSTRUCTION
<br />PULLS AS SELECTED
<br />3/4' PLYWOOD CONSTRUCTION
<br />TOP OF PLATE
<br />COUNTER COVERED
<br />1
<br />C LAMINATE
<br />2' X 4' CONT. WD, BACK
<br />z
<br />IN BETWEEN STUDS
<br />-3/4' PLYWOOD SHELVES ON
<br />K. v, TANDARDS, WHITE
<br />S
<br />VINYL INTERIOR
<br />FINISHED FLOOR
<br />KITCHEN
<br />CABINET DETAIL
<br />INSULATION
<br />SCALE, N.T.S.
<br />CEILING: 5/8' DRYWALL OR
<br />11/2" COUNG BOARD
<br />1/2- DRYWALL TYP.
<br />(4ROM16d]
<br />2'x4' STUDS (MIN) @ 15- O/C STAGGERED @
<br />16- OC FOR 2M�
<br />GREATER
<br />16dNAMS
<br />(1) ROW MO)POINT TO 8--0" MAX. HT.
<br />1/2" DLAL ANCHOR BOLT 24" O/C
<br />W/ 2" DIA x 3/16" PLATE WASHER T`YPICAL
<br />(MIN. 6" ENIBEDMENT) OR EQUAL.
<br />(2) #5 RODS
<br />(2) ROWS 2X LOCKING @ 3 Pal ITTS OVER 8'HT. _O'
<br />4w' 16.0 4.0
<br />TYPICAL LOAD BEARING INTERIOR WALL
<br />SEE 14/Sl FOR ADD'L INFORMATION NOT SHOWN.
<br />12 FOAM INSULATION W/ BAFFLES
<br />HURRICANE ANCHOR @ EACH
<br />TYP) VARIES TRUSS (SEE UPLIFT SCHEDULE, SEPERATE SHEET) W/ METAL
<br />PLATE UNDER EACH TRUSS
<br />CEMENT TILE ON 90# MINERAL SURFACE ROOFING,
<br />HOT MOPPED OVER 30# FELT -OR- 25 YEAR DIM.
<br />OR FIBERGLASS SHINGLES ON TINTAB 15# FELT
<br />1/2" 3-PLY PLYWOOD SHEATHING OR 5/8" OSB
<br />NAILED AND W/ ALUM H-CLIPS
<br />V ELEV. VARIES
<br />-Adk
<br />CEMG: 5/8" DRYWALL
<br />OR 1/2' CEILING BOARD
<br />1x4 PT NAILER
<br />PRE-ENGINEERED WOOD TRUSSES
<br />@ 24" OC W1 METAL STRAP UNDER
<br />EACH TRUSS
<br />STD. 90* HOOK
<br />(SEE DETAIL)
<br />1/2" DRYWALL
<br />1Y2 FUR STRIPS @ 16" OC
<br />OVER INSULATED WALLBOARD-
<br />IX2 PT FUR STRIPS @ 16" OC
<br />W/ CELLULOSE SPRAY INSULATION
<br />TYPE "S" MORTAR
<br />1x4 PT BASE NAILER
<br />3 1/4' WD BASE
<br />SHOE @ VINYL AREAS
<br />4" THK CONC SLAB W/ 6X6
<br />WIA X WIA WWF
<br />OR FIBERMESH.
<br />6 MIL VAPOR
<br />BARRIER
<br />CLEAN, POISIONED AND COMPACTED
<br />PROCTOR PER ASTM D1557)
<br />8X8X16 CMU
<br />FILL CELLS W/ CONCRETE WEN
<br />STEMWALL HEIGHT EXCEEDS 24"
<br />8'1113" FOOTING W/ (3)
<br />#5 RODS CONT.
<br />CONT. METAL DRIP EDGE
<br />5/4 X 4 PRIMETRIM DRIP
<br />5/4 X 8 OR 5/4 X 10 PRIMETRIM FASCIA
<br />OR IX8 WOOD FASCIA W/ 2X6 SUBFASCIA
<br />ALUMINUM SOFFIT W/ CONT. VENT
<br />8"x16" V BLOCK W/ (1) #5 CONT. & FMD
<br />W/ 2500 PSI CONCRETE
<br />8" C.M.U. TYPICAL
<br />EXTERIOR FINISH
<br />(1) #5 VERT. IN FILL CEO
<br />(SEE FOUNDATION PLAN & NOTES)
<br />Cx4" INSPECTION PORT AT
<br />EACH FILL CELL TYPICAL
<br />STD. 90' HOOK BEYOND
<br />(SEE DETAIL)
<br />ELEV 0'-0" TOP OF SLAB
<br />SOIL MINIMUM BEARING
<br />20Q0 PSF
<br />BOTTOM OF FOOTING MIN. 12"
<br />BELOW FINISHED GME
<br />EXISTING WALL
<br />TYP. WALL SECTION
<br />�M_o
<br />7
<br />2X4 PIT PLATE
<br />DOUBLE 2X4 PT STUD -
<br />1/2"x6" J-BOLT 024" O.C.
<br />OR EQUAL.
<br />2X4 STUDS 0 16' OC
<br />(U.N.O.)
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />gyp)
<br />iLEHEADERW/112"
<br />7H PLATE
<br />M
<br />STUDS TYP.
<br />......... ................. .
<br />11
<br />�OLT, "'MOR
<br />0
<br />'TE
<br />WE HEADER SCHEDULE/
<br />OPENINGSIZE
<br />ADER SIM
<br />UPT03
<br />ILI.,L'01.�:!`
<br />2- �'l
<br />S-7'TO 1T-6"
<br />2-2'�12'
<br />CONCRETE COVER:
<br />'REQUIRED ATLOADBEAEMWALL
<br />HEADER DETAIL
<br />(UPI 1 1: :X:
<br />8, CMU
<br />#5 VERTCAL IN FILLED co I
<br />I # 5 X 5'
<br />ADDIL. CORNER
<br />BARS
<br />CORNER REINFORCI
<br />DETAIL FOR WALL
<br />N.T.S.
<br />TO BE AS FOLLOWS,
<br />BOTTOM
<br />TOP
<br />SIDES
<br />FOOTINGS
<br />3'
<br />2'
<br />-
<br />3'
<br />GRADE BEAMS
<br />3'
<br />2.
<br />2'
<br />WALLS
<br />-
<br />1.5'
<br />COLUMNS
<br />-
<br />-
<br />1.5'
<br />BEAMS
<br />1.5'
<br />1.5'
<br />1.5'
<br />SLABS
<br />1-
<br />1.
<br />1 1,
<br />MASONRY: REINFORCING STEEL:
<br />A. LOAD -BEARING MASONRY SHALL CONFORM TO ASTM C90 'HOLLOW
<br />LOAD -BEARING CONCRETE MASONRY UNITS', AND HAVE A COMPRESSIVE
<br />PRISM STRENGTH F'm OF 1500 PSI. ALL LOAD -BEARING MASONRY
<br />SHALL BE PLACED PRIOR TO THE CONCRETE PLACEMENT OF
<br />COLUMNS OR BEAMS,
<br />B. MORTAR SHALL COMPLY WITH THE PROPERTIES AND PROPORTIONS
<br />OF ASTM C270 EXCEPT THAT SLAG CEMENTS SHALL NOT BE
<br />USED. MORTAR SHALL BE TYPE M. MINIMUM COMPRESSIVE
<br />STRENGTH @ 28 DAYS OF 2500 PSI, MINIMUM MIXING TIME FIVE
<br />MINUTES AFTER ALL INGREDIENTS ARE ADDED,
<br />C. ALL EXTERIOR MASONRY WALLS SHALL BE REINFORCED WITH #9
<br />LADDER TYPE HORIZONTAL AT 16' D.C. TYP. OR A/E APPROVED
<br />EQUIVALENT AT EVERY OTHER BLOCK COURSE
<br />D. REINFORCED MASONRY CELLS SHALL BE FILLED WITH GROUT HAVING
<br />8' TO 11' SLUMP, STRENGTH F'c = 2500 PSI COMPLYING WITH ASTM
<br />C476. POUR MASONRY CELLS PRIOR TO THE TIE BEAM CONCRETE
<br />POUR
<br />�*STUCCO FINISH
<br />CONCRETE BLOCK
<br />WALL OR CONCRETE
<br />CONT. SEALANT.
<br />WOOD MOLD.
<br />2' X 6' WOOD BUCKING AS
<br />REQ. ON ALL EXT, DOORS AND
<br />WINDOWS
<br />1/4' X 5' LONG TAP CONS, @
<br />12' O.C. FOR JAMB AND HEAD
<br />NOA # 02-0503-07
<br />5/8' GYPSUM BOARD OVER
<br />WOOD SHIM
<br />WOOD FRAME.
<br />WOOD TRIM
<br />CONT, SEALANT
<br />WOOD FURRING.
<br />CORNER BEAD.
<br />1' FURRING CHANNEL WITH
<br />INSULATION @ ALL EXTERIOR WALL
<br />H_LVq �u
<br />(3111) S �0
<br />S.N3VY
<br />7i
<br />0t7 ------
<br />I
<br />51 11 :4 t7 >
<br />0
<br />998z q?qz
<br />7
<br />J HAL��
<br />12'-5" x 3'-5"
<br />SLAB (TILE) 8.
<br />m CEILING FLAT @
<br />43 SQFT
<br />0) <
<br />0
<br />0)
<br />: 00
<br />RE�FPTIIONIENTRY
<br />6`34 CD
<br />10'-10" x 17'-7" 10
<br />I SLAB (TILE)
<br />190,142 SQFT
<br />CEILING FLAT @ 8'
<br />CD
<br />I
<br />cc
<br />F- - - - - - - - -
<br />COi
<br />L
<br />FT
<br />9MITSIX3
<br />-6-
<br />NEW
<br />I
<br />1 PROPOSED
<br />PORCH
<br />77 SID FT
<br />peiln
<br />Co
<br />INSULATION ALL EXTERIOR WALL
<br />HALL
<br />49'-8" x 29'-8"
<br />SLAB (TILE)
<br />RIF 0'0'
<br />CEILING = VAULTED
<br />1461.25 SQFT
<br />OtIO17
<br />WSUI AIION
<br />Z170117
<br />2 Al I EXTERIOR WAI 1
<br />017017 C 1 0
<br />0170tr
<br />SMO(INIM HS
<br />SM00 N M H
<br />SAA00NIM HS
<br />11SIX3
<br />-4' 4'-
<br />ONUISIX3
<br />G 4/- 4'-
<br />ONLUSIX3
<br />6'- 4' 4'-
<br />9NI-LISIX
<br />G'
<br />HO_LOV�UNOO IV�IBN�10 A9 )%_=11�:OA (11:31=1 32 01 NOIS�IIAIIO 171V
<br />I' x 3' CEILING STRIPS
<br />(ER MET& HI -HAM)
<br />1! 241 Or-
<br />DRYWALL CEILING
<br />5-Y (16 GAGE) CEILING CHN*EI_
<br />V/8d NAILS @ 24' 1LC.
<br />5 5/8' NTL STUDS
<br />@ 16' 1111 W/ Y DRYWALL
<br />BOTH SIDES.
<br />BASE (SEE FIN. SCHEDULE)
<br />5-Y (25 GAGE) FUMR CHANNEL
<br />NAILED TO 2 x 4 W / Od NAJLS
<br />@ 24' OIC.
<br />2 x 4 P.T. NAILER V/ 3' POWER
<br />ACOVAIED ANCHORS TO C34C n.".
<br />Fum Fmm FIN SCNEDU_0
<br />6X6 WL4 X WIA W.W.F.
<br />tal�
<br />1 #5 CONT.
<br />W-no \ CEIMPOCTED FILL
<br />BARRIER (6 MIL)
<br />4_4
<br />TYRTHICKENED SLAB (TE)
<br />SCALE, 3/4' 1-0'
<br />M
<br /><1
<br />(D
<br />CL
<br />pallneA
<br />14
<br />C/)
<br />M
<br />-n
<br />+
<br />-4
<br />FA-H-1
<br />.L-.L x ng-'s
<br />JL 9�0
<br />70
<br />M
<br />rs
<br />0; C5�
<br />-n
<br />_11
<br />+
<br />-1.
<br />Cn
<br />0)
<br />C)
<br />0
<br />0 -
<br />I-L _0
<br />E 0
<br />-0 M 0
<br />U) LL
<br />I,-.L X.,9-J7
<br />13SO-10
<br />FA_H_
<br />LIVING AREA(ASSEMBLY) 1,835 sf
<br />FRONT PORCH AREA (NEW) 77 sf
<br />ITOTAL AREA (REMODEL & NEW) 1,912 sf
<br />PROPOSED
<br />I ST FLOOR PLAN
<br />C� t- A 1 117- 1 A I n
<br />via
<br />LL1 z
<br />LO
<br />LLJ M
<br />M
<br />>
<br /><1
<br />cl
<br />Z <
<br />V) >
<br /><
<br />a <
<br />0
<br />< L�
<br />- 0 LL
<br />0 C-)
<br />L-Li M
<br />M 0 a) E
<br />0 z
<br />CD
<br />U� LJ U) Z
<br />z N 12)
<br />r_
<br />CS!
<br />Q
<br />_J
<br />LL 0
<br />0
<br />0 LLJ
<br />0:�
<br />THESE CONSTRUCTION
<br />DOCUMENTS HAVE
<br />BEEN PREPARED BY
<br />LANTES CONSTRUCTION
<br />SERVICES LLC
<br />THE DIRECT SUPERVISION OF
<br />PETE ALFONSO JR ARCHTECT
<br />LIC #8735 AND ARE
<br />HEREBY CERTIFIED TO
<br />COMPLY WITH
<br />(2014 FBC 5TH EDITION),
<br />EDITION TO THE BEST OF THE
<br />ENGINEERS KNOWLEDGE & BELIEF
<br />THE STRUCTURAL PLANS.
<br />COMPLY WITH FBC
<br />SECTION 1606 FOR 150 MPH WIND
<br />3 SEC,GUST
<br />IMPORTANCE FACTOR=1, ENCLOSED
<br />THIS DRAWING AND
<br />DESIGN IS VALID FOR
<br />12 MONTHS AFTER THE
<br />SEAL
<br />UJ
<br />0
<br />z 0
<br />Z
<br />0
<br />J X
<br />LL LU
<br />IPLANS COMPLY WITH THE 2014
<br />FLORIDA BUILDING CODE IRESIDENCIAL
<br />Sheet #
<br />A-1
<br />_HT _1_11_11TWFI IR, i - - - __ - - - - I I I I I ; 11 1 1 1 Ad I __F7___ -1 -1-
<br />
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