HomeMy WebLinkAboutPLANS A CUSTOM MODEL FOR:
GROZA BUILDERS, INC.
MADISON GC
GLORIA CLARK
5705 EMERSON AVE.
FT. PIERCE, FL 34951
COMPOSITE 12 12
LAMINATED 5 5 SURFACE APPLIED
SHINGLES DECORATIVE
VENT
ROOF FINISH
(NON-OPERABLE)
SMOOTH STUCCO
FINISH 26 Ga.ALUM FASCIA
TEXTURED BELOW WRAP OVER
P.T. SUB FASCIA
26 Ga.ALUM
All 10'-1"Truss Bearing DRIP
(Entry)
J
m
8'-1"Truss Bearing 8'-1"Truss Bear LU M
--- - - 4- -- - - -- -- - - -- -- - --- -- - -- -- - - -- -- - - - ----------------------------------------------- - ---
(Main) (Ma U Ln
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TYP z J
OH
STUCCO \ \ (a ~
LIGHT TEXTURE FE
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FINISH
N M \T\ w SET GRADE 6"
(4"MIN.)BELOW
FIN.FLOOR 0
rl Q
0'-0"Finish Floor 0'-0" Fin.FL Lr) a-
+ 36.2 + 36.2 + 37.9 + 36.2 + 27
- 39.4 39.4 - 41.1 39.4 IMPACT RATED 30 IMPACT RATED
IMPACT RATED PVC SINGLE HUNG SECTIONAL OVERHEAD
DECORATIVE
RABLE) FRONT ELEVATION DOOR,LITE, WINDOWS DOOR, FRAME
(NON-OPERABLE)SHUTTERS &FRAME ASSEMBLY ASSEMBLY
SCALE: %4" = 1'-0" SMOOTH STUCCO
FINISH(a)BASE C
Ix
WINDOW/DOOR CHART 0
MADISON GC GLORIA CLARK
OPENING MFR. IMPACT NOA/ FPA ROUGH OPENING UNIT DIMENSION DESIGN PRESSURE
PROTECTIVE Y N W H W H U FACTOR SOLAR M
(INCHES) (INCHES) (INCHES) (INCHES) HT. GN.
1 3068 ENTRY BLASTPRO Y I FL 17184.5 r8 38-3/8" 82-1/2" 37-5/8" 82" 0.14 0.01 +65.0/- 65.0 PSF N
Q
1 SH 24 CWS Y FL 16177.1 r3 37-3/4" 51" 37" 51" 0.32 0.22 +/- 70.0 PSF
2 SH 25 CWS Y FL 16177.1 r3 37-3/4" 63" 37" 63" 0.32 0.22 +/- 70.0 PSF
3 SH 35 CWS Y FL 16177.1 r3 53-7/8" 63" 53-1/8" 63" 0.32 10.22 +/- 70.0 PSF ROOF FINISHES m00
1 6068 X/O SGD CWS Y FL 11103.1 r5 75-3/4" 82" 17211 79 1/2" 0.33 1026 +1- 60.0 PSF LAMINATE COMPOSITE ASPHALT SHINGLES
SECURED USING FASTENERS AND SPACING PER MFR'S
SPECIFICATIONS OVER 30" FELT TIN TAGGED TO
SHEATHING
ST LUCIE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT FLASHING : GALV MTL. D RAW I N G INDEX
DRIP EDGE: 26 Ga. ALUM. C1 COVER PAGE
BUILDING PERMIT Al FOUNDATION PAGE
OWNERS NAME ROOF SHEATHING A2 FLOOR PLAN
A3 ELECTRICAL PLAN
CONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE 19/2" APA RATED 40/20 A4 EXTERIOR ELEVATIONS
BLVD PORT ST LUCIE FL 34953 ORIENTED STRAND BOARD ROOF SHEATHING A5 ROOF PLAN DATE 9/10/2020
OPENING PROTECTIVES (WINDOWS, DOORS, AND SKYLIGHTS), COMPONENTS AND CLADDING SECURED TO TRUSSES USING FASTENERS AND SPACING A6 HVAC PLAN DESIGN BY
BUILDING DESIGN PRODUCT DESIGN PER ROOF SHEATHING ATTACHMENT DETAIL ON SHT. 5 S1 ENGINEER DETAIL PAGE CHECKED BY
PRODUCT MANUFACTURER MODEL/TYPE F.P.A. OR NOA(MIAMI DADE) GLAZING DESCRIPTION METHOD OF ATTACHMENT PRESSURES PRESSURES S2 ENGINEER DETAIL PAGE
MODEL MADISON_GC_C RK_RIG
ENTRY OUTSWING FIBERGLASS OPAQUE FPA: FL 17184.5 R8 %"TAPCONS w/1%"MIN.EMBED
IMPACT RATED PLASTPRO INC. SINGLE LEAF,SIDELITE APP. DATE: 10 13 20 TO 2x WOOD BUCKS SEE ELEVATION SHEET + 50.0/-50.0 PSF OWNER
@ 6"OFF CORNERS AND 14"O.C.
------------------------------------------------------------- B UL D N G CRITERIA
II
BASIC WIND SPEED, Vult 170 MPH
BASIC WIND SPEED, Vasd 132 MPH
SLIDING GLASS DOORS SH8900 PVC SLIDING GLASS DOORS FPA: FL 11103 R5 IMPACT IMPACT %6"tapcons(2 ea. location)w/1"min embed, I I I I REV DESCRIPTION
IMPACT RATED
CWS WINDOWS (2) PANEL-2 TRACK APP. DATE: 10-13-20 LOW-E 366 INSULATED 3"min edge distance,6"max off frame corners SEE ELEVATION SHEET + 60.0/-60.0 PSF I I I I RISK CATEGORY II
I I I I
For additional anchor spacing, I I 1 P1 13 JAN 21
see FPA installation details sheets provided. I I WIND EXPOSURE C
O P I I I I 2 P2 02 MAR 21
INTERNAL PRESSURE
i ifi f id k t t t k b 7( ) races o track,ea.se per mfrs.specifications COEFFICIENT + -0.18
GARAGE DOOR-SECTIONAL HURRICANE MASTER 824/811 NOA: 20-0901.17 IMPACT P P I I 3 P3
DAB DOOR Co. @Each bracket to buck: 5/16"x 1-5/8"lag screws SEE ELEVATION SHEET + 27.0/-30.0 PSF I I �
IMPACT RATED 16'STEEL SECTIONAL EXP. DATE: 08-14-21
w/hex washer head(type A) I I �, i i COMPONENT AND CLADDING 5 P5
GARAGE DOOR-SECTIONAL WAYNE DALTON 8000/8100/8200 FPA: FL 8248.9 R20 IMPACT (5)Jamb brackets,ea.side per mfrs.specifications i i N �O� ASD WIND PRESSURE (PSF) to 6 P6
@ Each bracket to buck:5/16"x 1-5/8"lag screws SEE ELEVATION SHEET +23.0/-25.0 PSF FULLY ENCLOSED STRUCTURE
G�
IMPACT RATED GARAGE DOORS 16' 25Ga. STEEL SECTIONAL APPR. DATE: 12-15-20 w/hex washer head(type A) I I 7. Q IMPACT GLASS:______APPROVED SHUTTERS__X___BOTH_____
WINDOWS-SINGLE HUNG FPA: FL 16177.1 (R2) IMPACT NON IMPACT %6"tapcons w/1"min embed, I I I I MAIN WINDFACE RESISTING SYSTEM 8
IMPACT RATED CWS WINDOWS SH8100 PVC SINGLE HUNG REV. DATE 08-08-20 LOW-E 366 INSULATED 2"min edge distance,6"max off frame corners SEE ELEVATION SHEET +/- 70 PSF I I I I PER TABLE 1609.6A
For additional anchor spacing,
see FPA installation details sheet(s)provided. I I I I
II
LAMINATE ASPHALT 19-1112.02 TRUSS DESIGN SHALL BE IN COMPLIANCE WITH WIND DESIGN
ROOF FINISH MAIN IKO INDUSTRIES SHINGLES 6 ROOFING NAILS PER TAB, CLASS F OR H I I I I METHOD ASCE 7-10 AND THE 2020 FBC 7th EDITION
II II
Underlayments must be ASTM D226 Type II, Per FBC-R R905.1.1.1 : (2)layers min overlapped 19" I I 12 RIDGE 12 I I
UNDERLAYMENTS I I I I
VARIOUS SUPPLIERS ASTM D4869 Type IV,&D6757 secured w/1"dia. mtl.taps&0.083 dia.shank nails I I
NAILABLE Complying w/FBC-R 2020,7th Ed.R905.1.1.1 %4"min into shthg.,12"o.c.in field,6"o.c. @edges I I 5 5 I I
Underlayments and joint coverings Per FBC-R R905.1.1.1 :
UNDERLAYMENTS VARIOUS SUPPLIERS must be ASTM 1970 installed per both underlayment manufacturer's and
PEEL&STICK Complying w/FBC-R 2020,7th Ed.R905.1.1.1 I I I
P Y 9 roof covering manufacturer's installation instructions I I I I I I
TRIPLE 4 FULL-0-VENT ECO FPA: FL 16503.1 I I ('V II 7jA I I
SOFFIT KAYCAN LTD 2x4 BRACE AT CENTER OF PANEL +23.6/ 28.8 + 66.7/-66.7 PSF
VINYL SOFFIT PANELS REV. DATE: 02-13-18
i i Q I I Q I I
FLORIDA METAL PRODUCTS FLAMCO FPA: FL 21580.1
ROOF VENTS Apply roofing cement to underside,back,&sideflanges of roof vent.Cement to be Y4"min.thick +/- 46 PSF I I N I I I I LO
I I I I U 4) Cn
I I II I I >
II W A T E R - AI R - LAN D Q
co
DIRECT MOUNT: I I I I I I J
HURRICANE PANELS EASTERN METAL SUPPLY 24 Ga. 'BERTHA' 2" DEEP FPA: FL 11968.3 R5 z O LL
%4"d. 20 x 1%"long,sidewalk bolts + 70.0/-80.0 I I y /i it I I
LESS THAN 6'SPAN GALV. STL. STORM PANELS APPR. DATE: 12-15-20 I I q II I I 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 Y
w/2Y2" edge distance @ 12"o.c.max.,top and bott. i i �. (D w i i North Port, Florida 34291-8049 fax 413-687-9013 -J 0�_ �� JQ ,2 0 ,�, ; s I19ita y signed y Christopher Beers
w
II 5� I I Christopher �' �O 'E ,� O O ~O
4'� US o-Unaffiliated -
ALL MANUFACTURED HOLES FOR ANCHORING MUST BE FILLED WITH APPROPRIATE FASTENERS , I 5 �I __ II 5 II I I -
--------------- ---------- ------------ ------------ C
I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING AND HAVE APPROVED THEIR ----
10D00000172B9270F630000B
USE IN THIS STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FL-13223.2 h � `rt ' '� SHEET
FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
ROOF PLAN - BIRDS EYE Beers • t DA, n ristop er D Beers C1
-=��� 'TATIbate.-4021 .07.02 10:15:12 -04'00'NAME SIGNATURE
Over pt 1x2 furring spaced 16"o.c&nailed to CMU wall. 1 „ '�y0• .,'�(0�10`� , ' y COVE R
DESIGN FIRM CERT. NO Secure siding to furring using fasteners per mfr's product SCALE: /8 = 1'-0" f 6t '� `�
installation instructions&specifications , S Q` , CHRISTOPHER D. BEERS, P.E. SCALE: ############
DATE •ZI,'f r i t 00 FLORIDA LICENSE NO. 64594
1 OF 8
FOUNDATION NOTES CONTROL JOINT NOTES:
4"MIN CONCRETE SLAB
ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE CONTROL JOINT NOTE SLAB REINFORCING: 1. PROVIDE CONTROL JOINTS PER ACI 2243R.
STRENGTH OF 3000 PSI @ 28 DAYS FOR FTG'S & SLABS FIBER MESH or 6x619/jo W.W.F. 2. JOINTS TO BE TOOLED IN A STRAIGHT LINE, WHEN FINISHING SLAB
PROVIDE CONTROL JOINTS PER ACI 2243R.JOINTS TO BE TOOLED SEE STRL. NOTES OR, SAW CUT WHILE THE SLAB IS STILL GREEN.
REINFORCING STEEL (REBAR) SHALL BE ASTM. GRADE 60 WHEN FINISHING SLAB IN STRAIGHT LINE OR SAW CUT WHILE 6 MIL POLY 3. THE MINIMUM DEPTH OF THE JOINT IS TO BE 25% OF THE SLAB THICKNESS.
DEFORMED BILLET STL. CLEAR COVER SHALL BE 3" FOR THE SLAB IS STILL GREEN. THE MINIMUM DEPTH OF THE JOINT IS VAPOR BARRIER 4. LOCATE JOINTS APPROXIMATELY 10'-0" O.C. EACH WAY.
FOOTINGS & 1-1/2" IN BEAMS. LAPPED STEEL MIN 25". 10" STD. TO BE 25%OF THE SLAB THICKNESS. LOCATE JOINTS 5. JOINTS TO EXTEND OUTSIDE WALLS OR SLAB STEPS.
HOOKS W/ 90 DEGREE BENDS. APPROXIMATELY 10'-0" O.C. EACH WAY. JOINTS TO EXTEND TO --a 6. LOCATE AT LEAST ONE JOINT TO INTERSECT EACH INSIDE CORNER OF SLAB
OUTSIDE WALLS OR SLAB STEPS. LOCATE AT LEAST ONE JOINT TO OR EXTERIOR OF SLAB.
INTERSECT EACH INSIDE CORNER OF SLAB STEPS OR EXTERIOR 7. JOINTS TO AVOID SHOWER RECESSES.
FTGS SHALL BEAR ON UNDISTURBED SOIL A/0 PROPERLY WALLS. JOINTS TO AVOID SHOWER RECESSES.
COMPACTED FILL (2000 PSF MIN.). FILL MATERIAL SHALL CLEAN,COMPACTED FILL
BE COMPACTED TO 95% DENSITY OF A STANDARD PROCTOR.
TO BE VERIFIED BY GENERAL CONTRACTOR/OWNER. C4" SLAB TERMITE NOTES:
ELECTRIC SERVICE GROUND TO BE BONDED TO FTG STEEL TYP. CONCRETE SLAB 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND
CONTRACTOR TO VERIFY ALL HOSE BIBB LOC. & TYPE NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWEL SHALL BE PROVIDED.
SCALE: NTS 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0"
CONTRACTOR TO ROUGH IN A H CHASE A/0 DRAIN FILL TO BE TREATED AFTER PLUMBING ROUGH AWAY FROM BUILDING SIDE WALLS.
/ / AND BACKFILL AND BEFORE INSTALLATION OF
LINES, & CONDUITS AS NEEDED VAPOR BARRIER 3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL
IS COMPLETE.
CONTRACTOR TO VERIFY A/0 PROVIDE FOR SLAB 4. MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST
RECESSES, SILLS & CURB REQMTS @ ALL DOORS RAINFALL DILUTION.
5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE AND/OR
CONTRACTOR TO DETERMINE ANY SLOPE OF SLAB REQMTS GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS.
LAP ALL HORIZ FTG REBAR 25" MIN 6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION.
ALL STL MIN. GRADE 60 7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT
BY A FLORIDA LICENSED PEST CONTROL COMPANY BEFORE FINAL INSPECTION.
BOTT OF FTG MIN 12" BELOW FINISH GRADE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE 2020 FLORIDA BUILDING CODE 7th ED., Ci
LOCAL CODES, AND ORDINANCES AS THEY MAY APPLY m
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w/25"MIN. LAP AND(1)#5 , i 2" STUDER
VERTICAL BAR @ CORNER ; -4.0" ; M
VENT/C.O.
SEE FOUNDATION PLAN , _1 5" , HB
■ ■ ■ ■ ■ ■ ■ ■ ■ - ■ ■ ■ i DW �'
MONO FOOTING CORNER DETAIL r--------------------------------------'---------- ----------------------- ---------- 1 I 3111
F1 IY2' SLAB RECESS i,' F1 ,�--- LAV i SINK �]
SCALE: NTS i @DOOR I' _ , , 2"
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FLOOR , O N ; --i—L LAV
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MINIMUM 12" SLOPE 1/6 MAX ,. ' ■
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OF FOOTING ■ , .� ' 2„ 2 VENT C.O.
BELOW GRADE 16" •� ; �I' �' ' ��� JIL 2 VENT C.O.
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'1i N 2#5BAR 6"MIN. ' „ „O ,_ �, � TUB Lf- 2 . 2
CONTINUOUS , TOP OF FIN. SLAB: 0 0 � N -,
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3"MIN.COVER i I' ' I 3"i�
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3"TYP 3"TYP 1 ; ■ Lf- 2 .\2
16" SHOWER
' SLAB NOTE 4 ______
MONO EDGE ■ 3000 PSI CONCRETE SLAB ; 3" -� " ; WASH �
FOOTING F1 4" THICK W/ FIBERMESH F1 WC
SCALE: NTS i O
(OR 6"X6" 10 /10 W.W.F.) EN SU I TE BATH j�'
OVER 6 MILL VISQUEEN AND LAUNDRY
CUIRB D CLEAN, COMPACTED, TERMITE N ; 3" 3 �'
FINISH
TREATED FILL
FLOOR ■ ; i ,
MINIMUM 12" SLOPE 116 MAX ' I ■ I '
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OF FOOTING
BELOW GRADE 16" •'
21'_82 $1_9 E , , 191_5111
4"
1 45°FLARE ' 2 4 ' ' 4 ;
�— (2)#5 BAR 6"MIN. i
i
CONTINUOUS 4" 2 WAY C/O'
3"MIN.COVER
F1 CURB 3"TYP 3"TYP - I I -
16" I ' DATE 5/3/21
o a TO SEWER SYSTEM DESIGN BY
TYP. FOOTING OR APPROVED SEPTIC
W/ RAISED CURB ; -yh --- I --------------------------- --------- V_ SYSTEM CHECKED BY
SCALE: NTS fV ' ' ' _� MODEL
i ■ MADISON_GC_C RK_
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_40. o ; PLUMBING RISER OWNER
N.T.S.
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FINISH FLOOR
INTERIOR RECESS SLAB i O CRASH;
(2)#5 BAR ' 4"FOR SHOWER ' NOTE:
POLE, REV DESCRIPTION
"x 8"LONG TUB; PROVIDE LINE 1
E FOR i
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CONTINUOUS 3 PLUMBING CONTRACTOR TO VERIFY:
` � ' i
WEDGE ICE MAKER
ANCHORS
'n 74.0 , ■ - PLUMBING LAYOUT AND RISER DIAGRAM 3 P3
■ ALL PLUMBING WALL LOCATIONS 4 P4
16"x16" FOOTING !------- - ------ --------- ' F1 CURB 5 P5
_—_—_—_= i
w/(2)#5 BARS i , J ; - PROVIDE DOCUMENTATION OF 6 P6
61-011 4 -0' 2'-011 ; Q i COMPLETED WORK TO 7
16 ' i W ' GENERAL CONTRACTOR.
FIBERMESH i w w , 8
F2 OR ; F2 ; >o '
STEP FOOTING 6"x6"�%oWIRE , c , _ �
INT. BEARING WALLS ■ ; M� U) oo ' ■
OSCALE:NTS
30'-7" 19'-5" ;
MAIN FINISH
i
FLOOR
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SEE DOWEL OO #5 REBAR ; ,--i I%z"SLAB RECESS
PLAN a CONTINUOUS ■ ; @ DOOR i , ■
------ Y2"x 8"Wedge Anchors '
@ 16"o.c.
w/2 washers&nuts ;
i
1.5" ' ' iMIRVETT LO
16"x16" " >y i° - LO
_4 °; ; F2 ' F1 CURB F1 CURB V O
FOOTING SF F1 i i ww i i F1 O 0 , > �
(2)#5BARS 16 BAN ---------------------------� ,. _ _____ Q-o _ .i ---------------------� --- ------- ----------
w/ WATER - AIR - LAND Q co
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■ ■ ■ ■ ■ ■ 1010101SLOPED RECESS AT GARAGE DOOR ■ ■ ■ Z 0 LL
F2CBS FIBERMESH = = 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 Y
OR ■ ■ ■ ■ -6.0" 4-J O
6"x6"1%o WIRE -6 75„ North Port, Florida 34291-8049 fax 413-687-9013 U U) U
STEP FOOTING , 1 — U
@ CBS WALLS -4.5"
,�,, �Q � ��N y signedy Christopher D Beers •o � .�
,_ „ ,_ „ ,_ „ s• • ,o=Unaffiliated, Q °
Christopher D4 4 10 4 11 9 16 1 2 0 * . C� Lo LL
eft 00000172B9270F630000B2DA1
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12'-8" 7'-6" 29'-10" Beers - ��n=Ch�gpher D Beers SHEET
50'-0" ry•.• bate: 20j"- 7.02 10:03:24 -04'00'
•..�oR►o.,..; FOUNDTION
94 5UQ`.`� CHRISTOPHER D. BEERS, P.E. SCALE: 1/4 — 1-0
1111 110t, FLORIDA LICENSE NO. 64594
20F$
TRUSS/ATTIC SPACE INSULATION: OPENING PROTECTION WALL TYPE LEGEND
CASTCRETE PRECAST R-30 BATT INSULATION INSTALLED OVER ALL 2020 FBC—R R302.5.1
SYMBOL REPRESENTS
LINTEL SCHEDULE CONDITIONED SPACES ABOVE AND ON BACKSIDE OPENINGS FROM A PRIVATE GARAGE DIREGTLY
OF GYPSUM BOARD CEILINGS. INTO A ROOM USED FOR SLEEPING PURPOSES CMU WALL-8"(U.N.O.) BRG. HT. PER ELEVATIONS
TYPE DESIGNATION SEPARATE GARAGE AND ENTRY WITH SHALL NOT BE PERMITTED. INTERIOR SIDE -BRUSHED JOINTS, SMOOTH FINISH PAINT
ALL EXTERIOR MASONRY WALLS VERTICAL THERMAL BARRIERS USING OPENINGS BETWEEN THE GARAGE AND EXTERIOR SIDE-STUCCO
F-FILLED WITH GROUT/U=UNFILLED RE5IDENGE SHALL BE EQUIPPED WITH SOLID
rQUANTITY OF#5 FIELD ADDED REBAR AT R 30 BATT INSULATION.
BOTTOM OF U-LINTEL CAVITY FOR ACT AS SHEAR WALLS/PIERS WOOD DOORS NOT LESS THAN I-3/8" THIGK, CMU WALL-8"(U.N.O.) BRG. HT. PER ELEVATIONS
GRAVITY LOAD BASED ON RELATIVE RIGIDITY SOLID OR HONEYGOMB GORE STEEL DOORS NOT WITH NON GROUTED CELLS INJECTED w/R-9 MIN
8F16-1 BM T EXTERIOR CEILINGS: LE55 THAN 1-3/5" THIGK, OR 20-MINUTE EXPANDED POLYSTYRENE FOAM INSULATION
INTERIOR SIDE- 1/2"GYP. BIRD. OVER 1/2" P.T. FURRING
NOMINAL WIDTH LADDED TYOF#S TOP DUCT PENETRATION (AT GARAGE) EXTERIOR SIDE -STUCCO
ADDEDREBAR F#5 FIELD
OF 7/8" min.thick stucco on 3/$' hi-rib lath attached to horizontal
NOMINAL HEIGHT UPLIFT LOAD POSITE LINTEL FOR VERIFY THE ELEVATIONS OF THE and/or vertical wood framing with nails or staples @ 8"O.C.
#5 FIELD ADDED REBAR AT ( ) 2020 FBC—R R302.5.2 CMU WALL-8"(U.N.O.) BRG. HT. @ 10'-1"AFF
TOPOF COMPOSITE HOUSE & FOOTINGS DEPTHS to provide not less than 1-%4"penetration into horizontal
U-LINTEL MIN.(1)REO'D WITH NON GROUTED CELLS INJECTED w/R-9 MIN.
1-1/2"CLEAR wood framing and Y4" penetration into vertical wood framing DUCTS IN THE GARAGE AND DUCTS PENETRATING EXPANDED POLYSTYRENE FOAM INSULATION
WITH THE ENGINEERED SITE PLAN members Per ASTM C1063 and Stucco-ASTM C926 THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE (EXCLUDING ENTRY COLUMNS)
F = FIELD PLACED c.M.0 CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 INTERIOR SIDE- 1/2"GYP. BIRD. OVER 1/2" P.T. FURRING
o • ' GROUT Fora 5'-10"overall length U-lintel Type 8F16-1B/1T: MM) SHEET STEEL, I INGH MINIMUM RIGID EXTERIOR SIDE -STUCCO
Safe superimposed gravity load=4360 PLF NONMETALLIG GLASS O OR GLASS I DUCT
#S FIELD ADDED REBARAT Safe superimposed uplift load=2080 PLF BOARD, OR OTHER APPROVED MATERIAL AND ® BRG. PARTITION WALL-INTERIOR-4"(U.N.O.)
BOTTOM OFU-LINTELCAVITY Safe superimposed lateralload=339PLF NOTE: SHALL HAVE NO OPENINGS INTO THE GARAGE. 1/2"GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16"O.C.
I]-5/9"ACTUAL-5/9"ACTUAL�. BOTTOM REINFORCING SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL w/CONT. 2x4 SILL AND DBL. 2x4 TOP PLATES
PROVIDED IN U.LINTEL
S"NOMINALWIDTH (SEE REINFORCING SCHEDULE) ABOVE CEILING EASTERNERS/CONNECTIONS. THIS INCLUDES DWELLING—GARAGE SEPARATION
NON-BEARING PARTITION-GARAGE WALL-4"(U.N.O.)
TRUSS—TRUSS, GIRDER—TRUSS, AND GIRDER—GIRDER 2020 FBC—R R302.6 1/2"GYP. BIRD. EACH SIDE OF 2x4 WD. STUDS @ 16"O.C.
Beam Safe Applied Safe Appliec CONNECTIONS THE GARAGE SHALL BE SEPARATED FROM THE w/CONT.2x4 SILL AND DBL. 2x4 TOP PLATES
Composite Gravity Gravity Uplift Uplift RESIDENGE AND ATTIG BY NOT LESS THAN 1/2 w/R-11 BATT INSULATION.
Load Load Load Load INCH GYPSUM BOARD APPLIED TO THE GARAGE
SIDE. O NON-BEARING- INTERIOR PARTITION-4"(U.N.O.)
1/2"GYP. BIRD. EACH SIDE OF 35/"MTL. STUDS @ 24"O.C.
OI Y-0" 8F16-1B-IT 6113 1 <1000 3524 <500 HABITABLE ROOMS ABOVE GARAGE SHALL BE w/CONT TOP&BOTT RUNNERS.
SEPARATED FROM GARAGE BY NOT LESS THAN
(D 3'-8" 8F16-1B-IT 6113 <1000 3060 <500 5/8 IN. TYPE "X" GYPSUM BOARD OR EQUIVALENT. 2x6 WALL NON-BEARING- INTERIOR PARTITION-6"
5TRUGTURE(5) SUPPORTING A FLOOR / GEILIN6 1/2"GYP. BIRD. EACH SIDE OF 6"MTL. STUDS @ 24"O.C.
ASSEMBLY USED FOR SEPARATION, SHALL BE w/CONT.TOP&BOTTOM RUNNERS.
O 4'-0" 8F16 1B-1T 6113 <1000 2707 <500 PROTEGTED BY NOT LESS THAN 1/2 INGH 6YP5UM
BOARD OR EQUIVALENT NOTES:
4O 4'-4" 8F16 1B-1T 6113 <1000 2707 <500 - USE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS.
J
OS 4'-6" 8F16-1B-1T 6113 <1000 2707 <500 - INSTALL Y2"HIGH STRENGTH CONTROLLED DENSITY co
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GYPSUM WALL BOARD AT ALL CEILINGS.
6 T-8" 8F16-1B-IT 5365 <1000 2276 <500 -ALONG ALL EXTERIOR WALLS INSTALL VERTICAL FIREBLOCKING J
(FURRING)@ 10'-0 o.c. MAX. TIGHT TO BOTTOM &TOP NAILERS. r')
05'-4" 8F16 1B-1T 5365 <1000 2276 <500ALL OPENINGS OR CUTS TO BE SEALED w/FIRE CAULK OR FOAM. z _j
I—I
50'-011 - INSTALL WOOD BLOCKING AT ALL INT. DOOR OPENINGS, CABINET
5'-6" 8F161B-1T 4360 <1000 2080 <500 C/) �
LOCATIONS, RAISED TV JACK/PORTS,AND WHERE NOTED ON PLANS. H U
O9 5'-10" 8F16-IB-IT 4360 <1000 2080 <500 8'-4" 4'-6" 6'-6" 6'-411 14'-6" 3'-211 6'-8" a J
10 6'-2" 8F16-1B-IT 3480 <1000 1868 <500 NOTE:
F-
1 I T-4" 8F16 1B-1T 2661 <1000 1624 <500 4"SLAB ON GRADE
-4'37" SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL ABOVE CEILING aY
w/8"x8"THICKENED FASTERNERS/CONNECTIONS. Lrn 0-
12 7'-6" 81716-113-1T 2661 <1000 1624 <500 EDGES THIS INCLUDES TRUSS-TRUSS, GIRDER-TRUSS,AND GIRDER-GIRDER
w/(1)#5 CONT. CONNECTIONS
O O O
13 T-8" 8F16-1B-1T 1568 <1000 1072 <500 -4'0" 13
14 7'-8" 8F16-1B-IT 1843 <1000 1136 <500 _ SH35EGRESS 6068BPSGD _ HB SH2 EGREss _ VERIFY THE ELEVATIONS) OF THE
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HOUSE & FOOTINGS DEPTHS Z
1s 8'-01, 8F16-1B-IT 1843 <1000 1136 <500 WITH THE ENGINEERED SITE PLAN r~
I V J
16 8'-4" 8F16-1B-IT 1843 <1000 1136 <500
I W (V��
I Q
J
17 8'-8° 8F16-1B-IT 1843 a000 1136 <soo FAMILY ROOM `4
18 9' Zo
-0" 8F16-1B-IT 1843 <1000 1136 <500 j 2/12 VAULTED CLG. I o ■
■ , BATH2 I 't
8'-0"FLAT CLG. I 00
19 9'-4" 8F16-1B-IT 1843 <1000 1136 <500 I I ,-I I
I n � n � n ' n 1 � '� M
20 10'-4" 8F16-1B-IT 1533 <1000 916 <500 13 -4 i 16 —7 5 G -4 21I8 10,-911
N I V
21 10'-8" 8F16-IB-IT 1366 <1000 Soo _)M r,r) MASTER I PLANT SHELF _ ■ �
ABOVE ,= BEDROOM 2 7
22 11'-4" 8F161B-1T 1366 <10( 798 -500 00 ENSUITE , M w ' 8'-0"FL TCLG. SQUARE FOOTAGE •5
■ '� 8'0"FLAT CLG. I O w ;3068
r"�
23 12'-0" 8F16-1B-IT 1254 <10( 723 <500 i N N a
I 3068 LIVING 1,881
24 12'-8° 8F161B-1T 1075 <1000 607 <soo o x ■ GARAGE 401
I I Do CIO
-
25 13'-4" 8F16-1B-IT 1075 <I 607 <500 N I- II HALL o ' _
LANAI 140
s'o"FLAT CLG. BEDROOM 3 w 0 `�' ENTRY 23
26 13'-8" 8F16-1B-IT 1075 <1000 607 <500 � 3068 8'-0"FL T CLG. M
2068 BF
2� 14'-0° 8F161B-1T 1002 --lc 559 <soo ■ 111 LINEN ; ■ TOTAL 2,445
" 2'-1" 4'-6" 6'— 3 —112 12'-411 — 31— 2'1 9'-3" LIVING C.F. _ +/— 16,460
PRESTRESSED
28 14'-6" 1370 <1000 0 <500 I c�
8F16-1B-IT 3068 3068 -
PRESTRESSED ~ R&S 34 1/2"HIGH KNEEWALL — ---- — I
29 1T-4" gF16-1B-IT 950 <1000 405 <500 w 0 WIG -- [V a L�ATORY I o ,-I
IL Z N I D a'ro"FLA CLG. B U LID N G C R TER A
------
\---il ----T —
--————————————
p=
E SUITE4"X�ssi ' I x i DW BASIC WIND SPEED, Vult 170 MPH DATE 6/15/21
■ BATH aeldl�alel I °� �= i i I ° ° i = BASIC WIND SPEED, Vasd 132 MPH
VAULT CLG. 0i °�/ 8'-0"FLAT CLG. `�--\ � a0 ------ ---- - CLG.RIDGE i J, ' DESIGN BY
VAULTED CEILING ABOVE „ , „ , 1 „ I a� , „ J - RISK CATEGORY II
6 -7 6-5 I 16-7 S w jn O CHECKED BY
ABOVE E O TC N Y D _____ _ __ z WIND EXPOSURE C
a cV INTERNAL PRESSURE MODEL MADISON_GC_C RK_RII R&S 3 ; ■ COEFFICIENT +/-0.18
w O W O I O R-11 INSULATION OWNER
Ln 1_511 ,_41 O z v L 4"STEP DN. COMPONENT AND CLADDING
�4 " J WH 4"SLA ON GRADE
w FOR WELL PUMP, ASD WIND PRESSURE (PSF) to
OP T P T PE TO E Co KNEEW I a @ HOLD G TANK, FULLY ENCLOSED STRUCTURE
_ C CH KI H ■ I I ,—I --- &WATER TREATMENT X
E N c E N EY D Y D CRASH IMPACT GLASS:__ _APPROVED SHUTTERS_______BOTH_
2xBRDS.ORP.W. i�ua i�i O POLE MAIN WINDFACE RESISTING SYSTEM REV DESCRIPTION
rV O O N TUB O KITCHEN/NOOK I IN ATTIC SPACE i w i -
O� ' I FOR HVAC i v �i 1 P1 13 JAN 21
pp M Ln 2/12 VAULTED CLG. I MAINTENANCE hC �C i 2 P2 02 MAR 21
„ „ , „ , „ , „ , w i ,�, - BUILDING & TRUSS DESIGN SHALL BE IN COMPLIANCE WITH:
4-0 1 - 5 -4 1 -0 = o '_ " VERFIY IN FIELD i Q HEN i ■ WIND DESIGN METHOD ASCE 7-16 3 P3
'� '� SHOWER N I e. �� ' THE FBC 2020 7th EDITION CHAPTER 1609 4 P4
-1 1 z z �� --- N THE FBC-R (RESIDENTIAL) 2020 7th EDITION CHAPTER R301 5 P5
R&S M �O O _ 6 P6
---- �- ----------- N ° < 7
a wu 8
n i n " 1 n n 4068 BF 2 , , n „ p O
6 —0 3 —0 7 —4 3 —0 2'-8" —0 5 —6 1 -0 _ 2 CAR GARAGE o
■ 111 KNEEWALL111 8'-0"FLAT cLG. CD ■
KNEEWALL PARTIAL WALL $ 5'_311 < 3'-0" 7'-6" 3'-0" 2'—112 ABOVE INT.FIN.FLOOR N
@ KITCHEN �a, DINING ROOM SIDE "
SCALE: 1/4"=I'-0" SCALE: 1/4"=F-0" O =
Ln
_ 1/2 SLAB r--------------------------------- ----I
O BEARING RECESS DINING i i
- •� PARTITION WALL I SIMPSON HTS20 i =
R DOOR 2/12 VAULTED CLG.
BEDROOM 4 _ 1 CONNECTED TO
■ 8'-0"FLAT CLG. u: i EACH TRUSS ALONG i
■
3068 SC ,--I FRAMED BEARING
VAULTED CEILING ABOVE w/LITE '--I i WALLS U.N.O
RECESSED
PLANT SHELF „ , „ „ , „ i , „ i „
13 —4 4'-1 c� 11 -9 18 —9
MIR VE T
DOOR TO
MASTER 10'-O" 4'_0"+/_ O E y i i U
M 10'-0°FLAT CLG. F ; ; W A T E R - A I R - L A N D C� Q M
-1 ■ _ ■ ■ = T CC F NI H ■ - ■ ■ ■ ■ SLOPE CESS AT GA = ■ ■ ■ Z O LL
- _ 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 V)
- SH 35 EGRESS S 5 -6.0" a--J
North Port, Florida 34291-8049 fax 413-687-9013 U c>3 0
1z E
9'-011 4'-0" 2'_5" 9 PCL+ 2 COURSE 5 0 9 29 I h k�, r i I,-
C �� 0 , , Digitally signed by Christopher D Beers o o M w a
TO END 0 HALL = BLKABOVE �� Christopher * �o,r ,�, '' _ US, o=Unaffiliated, 0 LO U_
TOP BRG @ 10'-1" LO
M 5 -0 4 -6 3 -2 -4 4-10 -411, 2 -4 4-6 51-01116 -0 2 -0 �`� • ��� 410D00000172B9270F630000 2
U DA - � iChristo her D Beers
12'-811 7'-6" 29'-10" Beers �• p SHEET
PLANT SHELF : �+ : STATE OF A2
• F oR��Pat ,�,2021 .07.02 09:52:29 -04'00' FLOOR PLAN
& WALL NICHE So 0
'.,��5•L• •••'''•Q�, .� CHRISTOPHER D. BEERS, P.E. SCALE: 1/4" = V-0"
SCALE: 1/4"=F-0" '•'94� r l �0 0 FLORIDA LICENSE NO. 64594
30F8
ELECTRICAL DEMAND CALCULATION
GENERAL LIGHTING @ 3 VA/FT= 3 VA X 1881 5643 VA
SMALLAPPLIANCE CIRCUITS 3000 VA
DRYER 5000 VA
WASHER 1500 VA
DISHWASHER 1440 VA
DISPOSAL 0 VA
REFRIGERATOR 1200 VA
WATER HEATER 4500 VA
RANGE 8000 VA
MICROWAVE 1800 VA
HOOD 0 VA
FANS 5 @ 240(Pre-wire only) 1200 VA
EXHAUST FANS 2 @ 240 480 VA
OH GARAGE DOOR OPENER 510 VA
WELL PUMP (1 HP) 1230 VA
POOL& IRRIGATION 0 VA
35503 VA
1ST 10,000 VA @ 100% 10000 VA
REMAINDER @ 40% 10201.2 VA
A/C- HEAT @65% 15000 VA
TOTAL 35201.2 VA
240 VOLTS
ELECTRICAL CONTRACTOR m
TO VERIFY ELECTRIAL CALCULATIONS 146.6717 AMPS U M
AND SERVICE REQUIREMENTS USE 150 AMP SERVICE =) M
WEATHERHEAD 150 AMP OVERHEAD J M
PER FPL
REQUIREMENTS ELECTRIC SERVICE _J
2/0 LL
CU
ELECTRICAL LEGEND
(3) 3/0 THW—CU O J
ELECTRICAL COUNT SYMBOL (3) 2/0 THW—CU (1) #8 THW—CU GROUND
Electric Meter 1 g 1 1/2" CONDUIT 2 " CONDUIT H
2 CONDUIT
Electric Panel 1 0
.� O
Disconnect r_7 METER HOUSING HVAC B.C. DISC Ln a
Junction-220V 0220, PER FPL 150A 150A
REQUIREMENTS O FUSED 42 CIR.
Light-surface mount/pendant DISC. BREAKER HVAC C.U. DISC
SH 35 EGRESS SH HB SH 25 EGRESS METER BY 0 PANEL
Light-incandescent pull chain FPL WELL PUMP DISC
I HOUSE PANEL
Light-exterior flood/security (1) #4—CU 150 AMP— 1 P— 120/240V— 3 WIRE
I
Light-Recesedcan ® GROUND
i #14 AWG COPPER TO LIGHTS & OUTLETS
Light-Recessed can vapor proof ®VP t n CONNECT GROUND TO #12 AWG COPPER TO WELL PUMP 0 ti��
t #10 AWG COPPER TO WATER HEATER
, , FOUNDATION STL. AND
Light-Ext.-Wall Mount-Coach i c
(1) GROUND ROD 6' AWAY #10 AWG COPPER TO DRYER
' , (--- FAN/LIGHT
# 8 AWG COPPER TO RANGE
Light-Fluorescent , i
n1 I n1 > I PREWIRE
Light-Fluorescent-UC ,1 11 , i ,1 It , i �i ��
Light-wall mount (__— t (___ N r]
— /FAN/LIGHT I 'FAN/LIGHT Q
PREWIRE t PREWIRE cFi � [L,
Receptacle- 1IOv 4 �� i ```� t �� i `�`�
I i
Receptacle- 110v-switched � � i �� 5/8" DIA x 8'-0" _0
FI ' s co LONG COPPER �
Receptacle GFI � i GROUND ROD m
Receptacle GFI/LED COMBO GFI/LED
Receptacle WP/GFI
WP/GFI ' ELECTRIC RISER
Receptacle dedicated 4+DED t — I I ® N.T.S.
SD CO W
Receptacle-dishwasher J110v o„o,. V)
Receptacle 4 Plex GFI �GFI x ELECTRICAL NOTES:
i , I
Receptacle 220V-Dryer SD CO I __ It 1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS
220VsD co i — 2. 200 AMP SERVICE.
I —— FAN/LIGHT 3. ALL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
Receptacle J 110V&220V-Range 6m PUSH BUTTON SWITCH _ _ _ _ _ i PREWIRE APPLICABLE PROVISIONS OF THE CURRENT NATIONAL ELECTRIC
O MOUNTED ON COUNTERTOP
Water heater ——- I , `�`
'unction 220v ozzo.{rn CODE,STATE&LOCAL CODES AND ORDINANCES AND
I tt'r i THERMOSTAT
I � REQUIREMENTS OF FLORIDA POWER&LIGHT.
GFI GDO ��-- t 0 —--------——— --————— ———-- G I II I I 4. SMOKE DETECTORS ARE REQUIRED.
Prewire For GDO 4� �4� Q
(PREWIRE) I `z, i I — I I I I , 5. CARBON MONOXIDE DETECTORS AS REQUIRED DATE 5/3/21
attXVccessl I I I G o I I — I 6. FIELD VERIFY RECEPTACLE LOCATIONS
FI I field lbeate IPush button (GDO,Door Bell) t I m m ti 7. ALL CIRCUITS, RECEPTACLES(INCLUDING GFI RECEPTACLES), DESIGN BY
———— I ————————— ——— i I I LI AND DEVICES TO BE ARC FAULT PROTECTED IN ALL ROOMS
Switch GFI __ JJ I e WHERE REQUIRED PER NEC 210.12 CHECKED BY
—————____——J o I I 4+ THE ARC-FAULT CIRCUIT INTERRUPTER(S)SHALL BE INSTALLED
Switch-3 way IN A READILY ACCESSIBLE LOCATION MODEL MADISON_GC_C RK_RI(
3 �'e 8. ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY NEC OWNER
FI O RANGE w/ I GFI GFI 406.11
Switch-4 way MICROWAVECHIMES MICROWAVE L — — — — — _
9. RECESSED LIGHTING FIXTURES MUST COMPLY WITH
I 84"AFF ABOVE I� 2020 GBC ENERGY EFFICIENCY CODE 7th ED.TABLE 402.4.1.1
Chimes(pre-wire) I I I ——— N CRASH ¢ FIXTURES TO BE AIR TIGHT,IC RATED,AND IF INSTALLED IN
GFI/D i�� ,�i U POLE O THERMAL ENVELOPE,SEALED TO FINISH SURFACE. REV DESCRIPTION
v � (TOTALY ENCLOSED).
a
Door Bell-Ring(w/CAMERA) TUB I w! I > a. z
R I I i f� a._�c7 Ca 10. GARBAGE DISPOSAL TO BE ON SWITCH CONTROLLED OUTLET. 1 P1 13 JAN 21
Cable TV " I I hC >C I o x w p 11. BOTH DISHWASHER AND GARBAGE DISPOSAL OUTLETS TO BE 2 P2 02 MAR 21
w O i Qi� N I z x LOCATED INSIDE CABINET BELOW SINK FOR ACCESS. 3 P3
Phone jack P O I I ��N i 12. EXHAUST FANS IN BATHROOMS TO EXHAUST DIRECTLY TO 4 P4
I EXTERIOR OF STRUCTURE. 5 P5
I __J 13. KITCHEN OUTLETS TO BE GFI AND ARCH FAULT PROTECTED.
Smoke/CO detector
SD co I 14. FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS. 6 P6
————————————————— H 15. ALL LIGHTING FIXTURES, RECEPTACLES,AND LIGHT SWITCHES 7
Exhaust Fan — — — — 8
METER AND
— — — 150 A PANEL � MUST COMPLY WITH ARTICLE 410 OF NEC..
-FIELD LOCATE
Ceiling Fan Light Combo Rough-In
3 3 16. PROVIDE W/P GFI OUTLET WITHIN 25'OF AC COMPRESSOR.
(� ==\1 Solid lines-install Fan/Light t� t, ® 17. WIRE AND INSTALL OUTLET FOR GARAGE DOOR OPENER.
Dashed lines-pre wire only w/cover l I sD co GFI GDO 18. ALL SWITCHES TO BE DECORA ROCKER TYPE.
(PREWIRE) 19. WIRE FOR VENTLESS MICROWAVE, OUTLET IN CABINET ABOVE
s® RANGE MUST BE HOME RUN TO HOUSE PANEL.
20. NOT USED.
21. ALL SMOKE DETECTORS MUST BE A MINIMUM OF T FROM ANY
i
--———————————————————————————————————— BATHROOM DOOR.
(-—— -FAN/LIGHT I I m 22. ELECTRICIAN TO SUPPLY AND INSTALL ALL SMOKE AND
PREWIRE i i = SMOKE/CARBON DETECTORS.
23. ELECTRICIAN TO SUPPLY AND INSTALL DOOR BELL CHIMES,
TRANSFORMER AND ACTIVATION SWITCH.
24. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS,
3 I I INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATE OR
I I INSTRUCT CHANGES WITHOUT DOCUMENTS.
I I
DB I I f
I I LO
I I > �
`.' 0 I I co I I
SLOPED RECESS AT GA I Y LL
O
SH 35 EGRESS SH 35 a--� 0
U
U E
,^ W
N
O a
i Q O ti H
C� Lo U_
SHEET
A3
ELECTRICAL
SCALE: 1/4" = V-0"
40F8
ROOF VENTING CALCS PER 2020 FBC-R R806.2 2020 FLORIDA BUILDING CODE- RESIDENTIAL 7th EDITION
TOTAL ROOF AREA 2957 BASIC WIND SPEED : 170 MPH
VENTING REQUIRED 2957 SF X 144 SQ IN/SQ FT X 1/300 SQ IN VENT/SQ IN ROOF= 1419 SQ IN RISK CATEGORY : I I
9.856666667 SQ FT VENTILATION REQUIRED NOMINAL WIND SPEED : (vasd): 132 MPH
COMPOSITE 12 1 2 SURFACE APPLIED FLOOD ZONE : ZONE X
LAMINATED 5 5 DECORATIVE 40% MINIMUM IN UPPER ROOF = 3.9426667 SQ FT REQUIRED INTERNAL PRESSURE COEFFICEINT: +/-0.18
SHINGLES VENT ACHIEVED WITH 4' LONG OFF RIDGE VENTING. ACTUAL FREE VENTAREA = .72 SQ FT/4'VENT EXPOSURE CATAGORY : C
ROOF FINISH (NON-OPERABLE)
SMOOTH STUCCO 6 TOTAL REQUIRED WITHIN T-0" OF MAIN PEAK= 4.32 SQ FT STRUCTURAL FORCES
FINISH 26 Ga.ALUM FASCIA FLOOR LIVE LOAD : 40 PSF
TEXTURED BELOW WRAP OVER ROOF LIVE LOAD : 30 PSF
P.T.SUB FASCIA REMAINDER TO BE ACHIEVED WITH VENTED VINYL SOFFIT FLOOR DEAD LOAD : 30 PSF
:
26 Ga.ALUM 9.856666667 - 4.32 = 5.5367 SQ FT REQ'D ROOF DEAD LOAD 25 PSF
10'-1"Truss Bearing DRIP
AS PER MAN UF. SPECS VENTED VINYL SOFFIT IS 6.2 SQ IN/LIN FT=.043 SQ FT PER LI N FT. TOTAL SOFFIT LF= 221 X 0.043 = 9.503 SF ROOF SLOPE : 5/ 12
(Entry) MEAN ROOF HEIGHT : 13'-8"AFG
8'-1"Truss Bearing 8'-1"Truss Bearing COMPONANTS&CLADDING
(Main) --- - - - -- -- - - -- -- - - -- -- - --- --- - -- -- - - -- -- - - - ----------------------------------------------- - --- (Main) DEIGN PRESSURES:
ZONE 1 : +36.3/-57.6
ZONE 2 : +36.3/-73.6
-� TYP ZONE 3 : +36.3/-148.2
\ ® \ OH STUCCO ZONE 5 : +62.9/-84.2
\ \
LIGHT TEXTURE
FINISH - DOOR&WINDOW
WIND PRESSURE DESIGN LOADING
`C \ \ WINDOWS +38.2/-49.8
w SET GRADE 6" OUTSWSECTIONAL
GA DOORS +38.2/-41.6
(4"MIN.)BELOW SECTIONAL GARAGE DOOR +27/-30
FIN.FLOOR
0'-0"Finish Floor 0'-0" Fin.Floor
--------- --------- --- --------------- ----------- --- - - - -- - -- --- -- - -- -- - ---- - --- (Top of Slab)
+36.2 + 36.2 + 37.9 + 36.2 + 27
- 39.4 39.4 41.1 39.4 IMPACT RATED - 30 IMPACT RATED J
IMPACT RATED PVC SINGLE HUNG SECTIONAL OVERHEAD
DECORATIVE DOOR,FRONT ELEVATION DOOR,LITE, WINDOWS DOOR,&FRAME 12 OOF ENT R OF V T 12 U ro
(NON
-OPERABLE)
&FRAME ASSEMBLY ASSEMBLY 5 5
%4" = 1'-O" SMOOTH STUCCO COMPOSITE
LAMINATED
SCALE: J M
SHINGLES
FINISH @ BASE ROOF FINISH Z LL
26 Ga.ALUM L j
DRIP U
26 Ga.ALUM FASCIA u
WRAP OVER O J
P.T.SUB FASCIA > F-:
8' Truss Bearing
-------- - -- -- -
� C(Main) d
-Off
TYP
PERFORATED
\ \ \ \\ VINYL SOFFIT
\ \ \ \ \ PANELS
TEXTURED TYP.ALL SOFFITS �..�
� \ \
_ STUCCO \ \ \\ \ \
\ FINISH \\ \
� \ \
4"SLAB ON GRADE \ \\ \ \\
� \ w
---------- ------------- --- --------- ---------------------------- -------------------- ---------------------------- ---- 0'0"Finish Floor
(Top of Slab) -X4
IMPACT RATED + 37.9 IMPACT RATED +36.2 + 37.9
PVC SINGLE HUNG - 41.1 PVC SLIDING GLASS - 39.4 41.1
REAWOL EVATI O N DOOR ASSEMBLY
SCALE: %4" = 1'-0" N
Q
i C _
O SET GRADE 0 r
4"MIN.BELOW
12 OOF ENT R OF V T 12 FIN.FLOOR
COMPOSITE 5 5
LAMINATED
SHINGLES
ROOF FINISH
ALUM FASCIA
WRAP OVER
P.T.SUB FASCIA 10'-1"Truss Bearing
Entry
8'-1"Truss Bearing
-- -- - - - -- -- - - -- -- - - -- - - -- -- - - Main
-Q
PERFORATED 2,-O„ \ \ DATE 51
VINYL SOFFIT
PANELS TEXTURED \ = DESIGN BY
-TYP.ALL SOFFITS STUCCO
CHECKED BY
FINISH
SLAB ON GRADE MODEL MADISON_GC_C RK_RII
OWNER
0'-0"Finish Floor 0'-0"Finish Floor
(Top of Slab) --- ----------------------------------------------------------------------- ------ --------------------------------- - - (Top of Slab)
+37.9
- 41.1 REV DESCRIPTION
LEFT (SIDE) ELEVATION
1 P1 13 JAN 21
2 P2 02 MAR 21
SCALE: %4" = 1'-0"
3 P3
4 P4
5 P5
O 6 P6
12 7
OOF ENT R OF V NT 5 8
8'-1"Truss Bearing 8'-1"Truss Bearing
(Main) - -- -- - - -- -- - - -- -- - - -- -- - - -- -- - - -- -- - - -- -- - - -- -- - - -- -- - - -- -- - - -- -- - - -- -- --------------- Main
MIR v TT
LO
ENTRY BEYOND - \\ (� >
ELECTRIC METER W A T E R - A I R - L A N D V Q
AND HOUSE O TEXTURED - cLL
J
DISCONNECT STUCCO \ 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 z Y o
SET GRADE FIELD LOCATE FINISH S a--i O
6°(4"MIN.)BELOW r_____i North Port, Florida 34291-8049 fax 413-687-9013 U E
FIN.FLOOR iuj
i ►►► � � ir �r, •n
Y '�of ...... 'Qigitally signed by Christopher D Beers o Q o CS
0'-0"Finish Floor _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i 0'-0"Finish Floor ' I`
--�----------------------- ---------- - - - - - - - - - - - - ---------------- `
(Top of Slab) (Top of Slab) Christopher •,� . .• �, ' C=US, o=Unaffiliated, � '1
+ 37.9 = t. A0141 OD00000172B9270F630000B2 DA, SHEET
- 41.1 _ ' �'
SLAB ON GRADE
RIGHT (SIDE) ELEVATION FIELD LOCATE Beers : �':� STATE OF `er £hristopher D Beers A4
�' ;•ate: 2021 .07.02 09:49:43 -04'00'
l �•'••�.....••• 4 % II I II
SCALE: %4" - 1'-o'I :y�' F'�3R►Ol':.• -/ . ELEVATION
4sg4 $v��.` CHRISTOPHER D. BEERS, P.E. SCALE: 1/4 = 1-0
11 t 1 1 k 1% ' FLORIDA LICENSE NO. 64594
50F$
1-HETA20 1-HETA20
1-HETA20
2-HETA20 2-HETA20
50' O„ 20' 0* MAX. 20'-0" MAX.
"X" BRACE CONTINUOUS BOTTOM CHORD
SEE DETAIL BRACING 2x4 MIN. SEE DETAIL S o
UL=523 (LC 8) < < < Q UL=523 (LC 8)
U U C) m m m m Q < < < m m m m m m m U U U �� E o
G.C. TO PROVIDE BLOCKING ————
Hatch Legend
TO COMPLY WITH APA —
RECOMMENDATIONS FOR SPAN `oI a c
p
CJ1 N CO N N N N N N N N N N N N N W N CJ1 �I z
u u u - u U c� u u U c� U u U U U ���j U- 1
11 p ---- X ---- w
_ � J C � � M G 1 A. F . F w _____O � � O Lf1 M M � � � � � Lfl O Lf7 Lf1 LO � Q Lil
M M M l0 M M M CO co Lfl M M M J
CJ3 �� N O O o rn rn o 0 o I� r o CJ3 ---- ---- o
�' '11 II ,� CD II II ,� ,--i II II � 1� //--��
S G� D J J J J : J J II J J D D J J D Cr CQ�
CJ5 UL=198(LC 12) 6, 1Z.-
UL=198(LC 12) CJ5 - < ----
I 0
18' 9'
EJ7 UL=223(LC 12) UL=223 (LC 12 ER 8'- l "
A. F . F
W a
W
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD
UL=223(LC 12) _ UL=223 (LC 12) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING
EJ7 o EJ7 THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR
28R T- BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
O J
EJ7 UL=223(LC 12) '� UL=223 (LC 12) EJ7
LU
ro
/A TRUSS END DETAIL TO PERMANENT TRUSS BRACING REQUIRED (MIN.)
EJ7 UL=223(LC 12) UL=223 (LC 12) 11 EJ7
Z J
EJ7 UL=223(LC 12) UL=223 (LC 12) EJ7 517 12 '�
' " SQUARE CUT OVERHANG '—'
PRE-ENGINEERED OVERLAP TRUSS BRACING U LLJ
13 0 1�2 Ix WOOD TRUSSES AT �ASPACE TRUSS 6" OVERLAP J
o EJ7 UL=223(LC 12) UL=223 (LC 12) EJ7 H
(/)
w << 5 2 UL 41/16"
x EJ7 UL=223(LC 12) UL=223 (LC 12) EJ7 HEEL HEIGHT ,�-I O
8' 1" C L G L"
EJ7 UL=223(LC 12) UL=223 (LC 12) ER MINIMUM (2) 16d PER JOINT SPFMTRUSS BRACING
SPACED AT 16-0" MAX.
• • TRUSS BRACING OVERLAP DETAIL
EJ7 UL=223(LC 12) uL=z23 (Lc 12) EJ7 0 00 V
N.T.S.
EJ7 UL=223(LC 12) 8 1 CL G UL=223 (LC 12) ER
W
EJ7 UL=223(LC 12) UL=223 (LC 12) ER ROOF SHEETING NOTE: BIRDSEYE VIEW OR ROOF TRUSS 0
N NA
�TT
AH TOR GE LAYOUT IS FOR PERMIT PURPOSES ONLY.
EJ7 UL=223(LC 12) UL=223 (LC 12) ER ATTACHMENT DETAIL The roof truss layout or birdseye view of the roof depicted on these M '
1. MINIMUM ROOF SHEATHING THICKNESS plans are schematic designs only. If found that the final truss
EJ7 UL=223(LC 12) UL=223 (LC 12) ER PER TABLE R803.2.2 manufacturer's layout drawings differ in configuration or bearing points
(FBC 2020 7th EDITION) Y g g g p N
7' 0" ' 0" 2' 0" 2' 0" 2 ' 0 2' ' 0" 2' 2 0" ' 0 ' 2' [2' 0" [2' 0" ' 0" 2' 0" 2' 0" 2' 7' 0" 170 MPH, EXPOSURE'C' from this plan, it is the responsibility of the general contractor to have Q
'Y32'.(Y,")(20/40) said truss manufacturer's drawings reviewed and approved by the -
EJ7 UL=223(LC 12) UL=223 (LC 12) EJ7 2. MINIMUM NAIL SIZE:
N N 8d RING SHANK(MIN.2%2"'LONG) structural engineer of record, before the construction of the roof
RSRS-03(2%" X 0.131") system. The drafting company and the engineer of record will not be �
EJ7 UL=223(LC 12) O UL=223 (LC 12) ER 3. MINIMUM SCREW SIZE: held liable for any discrepancies between this schematic roof truss m
-HT o #8 X 2/2" layout / birdseye view and the final manufacturer's layout.
UL-223(LC 12) HE (4) E OR N UL=223 (LC 12)
4 FASTENER SPACING PER TABLE R803.2.3.1
ER = 4(L 12) ER (FBC 2020 7th EDITION)
170 MPH, EXPOSURE'C'
- 1
EJ7 UL=223(LC 12) N V V5 UL=223 (LC 12) ER WITHIN 48"OF PERIMETER EDGE&48" EA. SIDE OF
RIDGE/HIP RIDGE
5/ VA T EGDE: 3"o.c.
UL=198(LC 12) 0 V4 UL=198(LC 12) FIELD: 3"o.c.
CJ5 II CJ5 48" FROM PERIMETER EDGE&RIDGE/HIP RIDGE
N N — N N 6"O.C.
L=183 (LC 12)
D1 •-- -- N N N V3
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CJ 1 J J J J G J J J J J J J J J J CJ 1 >a e� 5/3/21
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=170 LC 12 (LCQ<° 4� ' MODEL MADISON GC_C RK RI(
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UL=523 (LC 8) �� �j U r" W W T r" U �' �UL=389(LC 8) < - --J� ��-- OWNER
UL=255 8) J J UL=255(LC 8) x - -
4FT 4FT
n Q CD 2
AT GABLE ENDS:
_ _ KEY: 9"MAX SHEATHING CANTILEVER WITHOUT
12' " i 4' 10" J J 29' 10" UL UPLIFT GABLE OVERHANG FRAMING
000 : REACTION REV DESCRIPTION
71611
„
2-HETA20 v 50, O„ 2-HETA20 PER TRUSS MANUFACTURER
ENGINEERED
1
SHOP DRAWINGS ATTACHED 2 P2 02 MAR 21
1-HETA20 1-HETA20 3 P3
4 P4
I-HETA20 ROOF SHEATHING 5 P5
6 P6
7
%" (1%2") APA RATED EXPOSURE 1 8
CONNECTOR TABLE 40/20 CDX EXTERIOR PLYWOOD SHEATHING
�TOWOOD ` °�" FAST> oAT'oH �� SECURED TO TRUSSES USING FASTENERS AND SPACING
CONNECTOR SCHEDULE NAILS,QUANTITY,&SIZE HT520 HTW20 1450 (20) IOD NAILS TOTAL
PER CONNECTOR SPECS. z (2) HT520 (2) HTW20 2g00 (20) IOD NAILS EAGH STRAP PER ROOF SHEATHING ATTACHMENT DETAIL
LATERAL LOAD LATERAL LOAD - 10d NAILS TO BE 3V HIOA RTI&A 1140 (q) IODXI-1/2" NAILS TO RAFTER S (8)IOD TO PLATE
CONNECTOR TAG PLACEMENT CONNECTOR UPLIFT FORCE 1-1/2" LONG FOR V 5PH4/6/8 5PTH4/6/8 1360 (12) IOD NAILS TO STUD
PARALLEL TO PARALLEL TO WOOD TO SINGLE MEMBER TRUSS
BEAM F1 BEAM F2 META20 - 1450 (7) IODXI-1/2" NAILS 3 4"EMBEDMENT 9 TYP FOR HIP JAGKS OR I-PLY TRUSSES
(10) 10d x 1-1/2" NAILS x HETA20 - 1510 (10) IODXI-1/2" NAILS t 4" EMBEDMENT = TYP FOR HIP JAGKS OR I-PLY TRUSSES PROPOSED ROOF PLAN
TYPICAL TRUSS TO (1) SIMPSON 1810 340 725 I
HTAI6 1870 (10) IODXI-1/2" NAILS $ 4" EMBEDMENT = TYP FOR HIP JAGKS OR I-PLY TRUSSES
MASONRY WALL HETA20 EA. CONNECTOR HT5M20 HTHM20 II75 (5) IOD NAILS $ (4) 1/4"X2-3/4" TAPGON5 TYP FOR MISSED STRAPS(NO LIMIT)(STRAP) (2)META2 Ig85 (5) IODXI-1/2" NAILS EAGH STRAP TYP FOR I-PLY TRUSSES/GIRDERS 5 / 12 ROOF PITCH, 12" OVERHANG, TYP.
(2)HETA2 - 2500 (7) IbD NAILS EAGH STRAP 4 4" EMBEDMENT TYP FOR 2-PLY TRUSSES/GIRDERS
TRUSS(ES)TO (2) SIMPSON 2500 1060 1310 (14) 10d x 1-1/2" NAILS - (2) HTAI6 2430 (10) IOD NAILS EAGH STRAP $ 4" EMBEDMENT TYP FOR I or 2-PLY TRUSSES/GIRDERS 12" OVERHANG @ ENTRY,
2-HETA20 MASONRY WALL HETA20 AD CONNECTOR MGT MUGTI5 3g65 5/8" ATR EMBED b" S (22) IOD NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS COMPOSITE LAMINATE ASPHALT SHINGLES
(STRAP) ADD 2X4 SCAB 12" LONG TO z H6T HU6T g7g0 2)3/4" ATR EMBED 10" $ (b)[Ib FOR H6T] IOD NAILS ADD 4" TO EMBED FOR LINTEL BEAMS OVER APPROVED FELT UNDERLAYMENTS LO
LO
1PLY TRUSS 8-16d NAILS 3 F6T1Z - 5000 (2) I/2"X5"TITEN HD S (IS)SD51/4X3 TO WOOD MAY BE F6TRHL/R(3850 MAX UPLIFT)
TRUSS TO PLATE/STUD (1) SIMPSON 1450 (20) lOd x 1 1/2" NAILS 4 (2) F6TR - g400 (2) 1/2"x5" TITEN HD ff (IS) SD51/4X3 TO WOOD(EA) MAY BE(2) F6TRHL/R(7200 MAX UPLIFT OVER ORIENT STRAND BOARD SHEATHING U
HTT4 HTT4 4235 5/8" ATR EMBED b" $ (18) 160 NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS WATER - AIR - LAN D C� Q
1-HTS20 WOOD FRAME HTS20 EA. CONNECTOR e HTT5 HTT5 5OgO 5/8" ATR EMBED b" S (26) 160 NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS 26 Ga. ALUM DRIP & 26 Ga. GALV. MTL FLASHING 7 c J
BEARING WALL (STRAP) HOOb-505 PHDB 7630 7/8" ATR EMBED 12" $ (20) 3" WOOD SCREWS 3 1/2" MIN WOOD MEMBER z O LL
I
HHDOII-5D5 UPHDq 11810 1" ATR EMBED 12" $ (24)3" WOOD 5GREW5 5 1/4"MIN WOOD MEMBER SLOPED FASCIAS 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 Y iHH10014-SD UPHO14 13710 1" ATR EMBED 12" $ (30) 3" WOOD SGREW5 5 1/4"MIN WOOD MEMBER North Port, Florida 34291-8049 fax 413-687-9013 a-JTRUSS TO PLATE/STUD MULTIBLE (x2)2900 -------- -------- (20) 10d x 1-1/2" NAILS MBHA NFMXXU 3165 3/4"X8" ATR EMBED FACE $ TOP(I/2" TOP FOR NFM) ENGINEER TO SPECIFY USAGE ON PLANS ALUM WRAP OVER 2x SUB-FASCIA U U� U E L
(x)-HTS20 IN BEARING WOOD SIMPSON (x4) 5800 EA. CONNECTOR RP522 KRP522 1720 (8)I60 NAILS EAGH END NOTCHED PLATE REPAIR AT EACH PLY HORIZONTAL PERFORATED VINYL SOFFITS (UNO) 1 ! 0 LU •�
FRAME WALL/ POST HTS20 ►' f�; '�
1) NAILING MAY BE REDUGED FOR LOWER UPLIFTS.PROVIDE(1) IOdXI-1/2" NAIL FOR EA 100 LBS OF UPLIFT(4 NAILS MIN). `x�O � Bally signed by Christopher D Beers Q Q o ~o
SPECIALTY TRUSS TO (1) SIMPSON 3965 (22) 10d NAILS EA. 2) MISSED STRAPS: PROVIDE HT5M2O/MTWM20 1-1/2" MIN EDGE DI5TANGE.UNLIMITED USE MAXIMUM UPLIFT 1175#. G.C. TO VERIFY ALL CONDITIONS & MATERIALS Christopher D * .• H US, o=Unaffiliated, 2
1-MGT MASONRY WALL MGT STRAP FOR UPLIFTS TO 3g65#,PROVIDE MUGTI5/M6T �(�
3) WHERE ENGINEER 5PEGIFIES REFERENCED STRAP FOR I-PLY TRU55E5,ADD 24"MIN 2x SCAB TO TRU55 CHORDS. D00000172B927OF63000OB2DA
4) REPLACEMENT OF GONNEGTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE 15 AGGEPTABLE i
Beers SHEET
cn=Cki wpher D Beers A5
m srA�baite:,2� 1 .07.02 09:39:40 -04'00'
0•'•• FLoRio�..•• y : ROOF PLAN
�f,��S94 ' " �.;,�. CHRISTOPHER D. BEERS, P.E. SCALE: 1/4" = V-0"
+ r 1 1 , ►► FLORIDA LICENSE NO. 64594
60F$
IF OVERHANG EXCEEDS 24" GENERAL NOTES:
INTERMEDIATE BATTENS ARE WIRE LATH
UIRED 12"
O.C. 5/8" stucco (horizontal application) and STRAP DBL TOP PLATE TO 1) FINISHED FIRST FLOOR ELEVATION IS ASSUMED AT 0'-O"- VERIFY ACTUAL ELEVATION WITH THE 7/8" thick stucco (vertical application) on EA. STUD USING SIMPSON SP ENGINEER'S SITE PLAN
OVERHANG "NOT REQUIRE 3/8" hi-rib lath attached to horizontal and PROVIDE SIMPSON HTS20 STRAPS. ADJUST THE STRAP SIZE 2) CONTRACTOR SHALL VERIFYALL DIMENSIONS AND DETAILS AND SHALL NOTIFY ENGINEER
BATONS IFF 1 122 OR LESS vertical wood framing with nails or staples TO MATCH STUD WIDTH. IMMEDIA TEL Y OF ANY ERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO COMMENCEMENT
PRE-ENGINEERED WOOD TRUSSES g p HURRICANE TIE AT EACH TRUSS OF WORK.
WITH G to provide no less than 1-3/4" penetration 3) ALL MATERIALS EQUIPMENT CONNECTORS AND WORK SHALL MEET OR EXCEED THE DESIGN
COMPOSITE SHIN L S N # 0 F L OVE into horizontal wood framing and 3/4" DATA AND COMPLIANCE CODE CITED.
5/8 CDX (MIN) SHEATHING W/8d penetration into vertical wood framing 4) ENGINEER IS NOT RESPONSIBLE FOR ANY SUPERVISION DURING CONSTRUCTION.
ALUMINUM DRIP EDGE RINGSHANK NAILS AT 3" O.C. members )26 GAUGE (MIN.) THROUGHOUT S THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, METHODS
ATTACH WITH ROOF NAILS AND TECHNIQUES REQUIRED FOR THE CONNECTIONS OF ALL ROOF, WALL AND
AT 12" O.C.; STAGGER WITH 12" OVERHANG BEAM - SEE TYPICAL SECTION FLOOR SYSTEMS. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER.
FASCIA NAILS AT BLOCK WALL 6) THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON
26 GAUGE (MIN.) CONTRACTOR TO FILL LAST COMPLETION ACCORDING TO PLANS AND SPECIFICATIONS, STRUCTURAL MEMBERS ARE NOT SELF
ALUMINUM FASCIA OVER BAFFLE/VENT CELL SOLID WITH CONCRETE AND SUPPORTING DURING CONSTRUCTIONAND REQUIRE TEMPORARY BRACING UNTIL PERMANENTLY
2x4 END RAIL; ATTACH (1) #5 BAR VERT. FOR FRAME WALL APPLIED TO STRUCTURE. THE ARCHITECT ASSUMES NO LIABILITY FOR
2x4 TO TRUSSES WITH yyy ATTACHMENT THE STRUCTURE DURING CONSTRUCTION UNLESS THE CONSTRUCTION METHOD AND BRACING ARE
(2) 12d, FACE NAILED INCLUDED IN THE PLANS AND SPECIFICATIONS, OR ARE SUPERVISED BY THE ARCHITECT
ATTACH FASCIA WITH ROOF 2X STUDS PCON SCREWS #10 X 3" DURING CONSTRUCTION.
NAILS AT 12" O.C.; STAGGER INSULATION R-30 SEE WALL SECTIONS _ @ 16"� O.C. OR 1/2" DIM. X 7) ALL MODIFICATIONS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER.
DRIP EDGE NAILS FOR APPLICABLE WIDTHS _ 5-1/2 LG. REDHEADS W/
OR PER ENERGY CALC'S AND STUD SPACING 2" DIM. X 1/8" WASHER
PREFINISHED PERFORATED �'• 5/8" DRYWALL OR
VINYL SOFFIT- ATTACH 1/2" CD. BOARD CLG.
TO WALL WITH "F" CHANNEL 2X BLOCKING
11 I I 11 11 3
USING "T-NAILS" AT 16 O.C. (MIN. SINGLE 8 U-BLOCK WITH (1) AS REQUIRED 1 ;
5/8" LENGTH) AND TO FASCIA BOARD #5 RE-BAR TOP CONTINUOUS BY FLORIDA I
AND BATTEN WITH 0.12" DIAMETER, IN EACH U-BLOCK BUILDING CODE ' ' STUD ALONG BLOCK
1-1/2" LONG, SMOOTH SHANK NAILS s >
�,E,,241 ROOFING COIL NAILS) RESIDENTIAL I f WALL TO BE P.T. Cal" O.C.
Iw—I ro
LO
HURRICANE STRAP @ EA. TRUSS' CLIP EACH TRUSS SEE FLOOR PLAN FOR
ALL STRAPS TO TRUSSES SHALL � >TYPE U
_� 1/2" X 8" WEDGE ANCHORS @ 32" O.C. J
can
BE AS DESIGNATED ON PLANS W/ (2) WASHERS & NUTS
Q) FRAME OUT TO
BLOCK EDGE LnnLd
VERTICAL REINFORCING - SEE PLAN /DBL2"X12"WO D BEAM � U
FOR LOCATIONS. 1- #5 RE-BAR TYP. u) �_____________ 0
UNLESS NOTED. FILLED W/ 3000 PSI CONCRETE FOOTER I I STUD ANCHORING: a-
CONC. STD. 900 HOOK TOP & BOTTOM �
' STUD TO TOP PLATE, 3: �
i SIMPSON SP4 OR SP2 MIN. 25" LAP. PROVIDE INSPECTION `n
HOLES. WINDOW COMMONS @ 6"ON 11 0
BLOCK FILLED INJECTED MASONRY TO FRAME BEARING WALL CONNECTION (4)SIMPSON STRAP EDGES & 12" IN
FOAM INSULATION R-4 LSTA15 FASTENED W/ FIELD ; 2x4 SYP @ 16" O.C. TO 48" HIGH
1/2" DRYWALL OVER NOT TO SCALE (12) 10d NAILS EACH i 2x6 SYP @16" O.C.48"TO
1x2 P.T. WD. FURRING , 72" IN HEIGHT
o
8"x8"X16" CONC. BLOCK WOOD BASE BEAM-SEE FLOOR o 4"X4"WOOD SIMPSON SP4 OR SP1 V
OR USP TP4X FROM
TT 4" CONC. SLAB 3000 PSI W/ PLAN FOR SPECS POST CENTERED 2x4 P.T. STUD TO BOT. PLATE r
FIBERMESH OR 6X6X10/10 WWM ON CBS WALL i � 4
DECORATIVE ON A 6 MIL VISQUEEN VAPOR ' , CBS WALL LINTEL
CEMENTIOUS BARRIER W/ TAPED & LAPPED POST CONNECTED TO CBS
COATING JOINTS OVER TERMITE TREATED WALL W/SIMPSON ABU44 W
1/2"x8'WEDGE ANCHOR 0
(1) COURSE 9 BILK WELL OMPACTED EARTH (4) 10d EACH SIDE FASTENED W/1/2"X 6"TITEN HID AT 32" O.C.
OF 2x4 TO BEAM AND(12)6d NAILS INTO POST _
GRADE SHALL BE
N4" BELOW FINISH SIMPSON HETA18 , 10d AT 4"O.C. BOTH SIDES '- `
EACH END
FLOOR LINE //////////// / i�/////////////// EACH BEAM F SEE FLOOR PLAN
e
FOR BEAM SPEC. i , SUPPORT COLUMN 8" CMU WALL
4x41POST2x4'sOR WOOD BEAM TO N
/� /� /i\ /%/%/i CBS WALL ATTACHMENT KNEEWALL DETAIL =
11 11 �\ \\ \ \\ \ \\ -�,,IIIIII``` ;; , 1+ , ,, WISI) 16dE CHTO 's
16 W X 16 H CONC. FOOTING `""' ;� W/(10) 16d EACH TO
\�/\ // //�\,�� FILL MUST BE CLEAN AND POST NOT TO SCALE NOT TO SCALE
W/(2) #5 BARS CONT. \i\\/\\ \\ \\/\\j\ " ';,r:�°.:'., TYPICAL BLOCK
/�./ //i./ COMPACTED TO A MINIMUM WALL
(OR AS NOTED ON FND. PLAN) OF 95% OF THE MODIFIED
, ,I „ I Imo\ • ..°•°o...
TIE BEAM
TYPICAL WALL SECTION PROCTOR MAXIMUM DRY DENSITY '
" ALTERNATE HOLDOWN: °
USE(2)SIMPSON MSTAM24
NOT TO SCALE " WITH (9) 10d AND(5) u u -
' I
1/4"x2-1/4"TITENS
(3) z' A.B . W/6'
TRUSS CONNECTOR NOTES: VIN.EVB . •
1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAP -' SPACED E0.
AT EACH TRUSS TO TIE-BEAM CONNECTION
UNLESS NOTED OTHERWISE. ~ '
' �� HEADER AT RAISED ENTRY/CMU WALL OR2" WASHER
� .:~" ' i,
•,�-NIA• .
NOT TO SCALE (4) 2" X 4-1/2" Ln
WEDGE ANC HOP
' II
R703.4 Flashing. D6 N 6/15/21
Approved corrosion-resistant flashing shall be applied shingle-fashion in a manner to prevent entry of water ENTRY CMU COLUMN/HEADER '
into the wall cavity or penetration of water to the building structural framing components. Self-adhered MINIMUM 2x4 BAPS PER PLAN
CROSS BRACING 2 #5 BAPS CONTINUOUS
membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at NOT TO SCALE (SEE PLAN FOR w/25" MIN EAP � 1 #5 w/25" M N SAP
the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade i LOCATIONS) VERTICAL BAP AT CORNER MADISON_GC_CLARK_RIGHT P
NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved (3) 12d NAILS
standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall PER JOINT
I
finish. Approved corrosion-resistant flashings must be installed. Sher-Crete flexible concrete waterproofer or TYP. STUCCO
equal. FILLED BLOCK 1#5 1X8 P.T. DOOR BUCK
ATTACHED W/1-1/2""T"NAILS CONTINUOUS BOTTOM CHORD BRACING
1X2 P.T. FURRING 1/2"DRYWALL @ 4" FROM EACH END AND 2x4 MINIMUM BEAM CORNER DETAIL P1 13 JAN 21
2"O.C. (DBL LEAF)AF)& CROSS BRACING DETAIL (TYP.) FOOTING AT CORNER NOT TO SCALE P3 02 MAR 21
1
BRICK MOLDINGS NOT TO SCALE
P4
1X2 P.T. FURRING NOT TO SCALE P5
WINDOW FRAME HINGED SWING DOOR P6
ATTACH CO BLOCK DETAILS AND
THROUGHH WOODD WINDOW
BUCK W/3/16"X 2-3/4"TAPCONS.
FILL ALL HOLES. 1-1/4"MIN EMBEDMENT
FOIL-' OOR JAMB ATTACHED W/1/4"X 3 1/2"TAPCONS SPECIFICATION S
@ 6"EACH END& 18"O.C. (SINGLE LEAF)&
1X4 P.T.WINDOW BUCK CASING 12"O.C. (DBL LEAF)
ATTACHED W/1-1/2""T"NAILS 1X2 P.T. FURRING 2X6 BLOCKING FOR
@ 18"O.C.VERT 1/2"DRYWALL 2x6 PT with 1/2"x 7"wedge anchors with square washers BRACKETS
TYP. STUCCO
MOUNTING WAL
BRACKET FOR �I
WINDOW ATTACHMENT DETAIL
EXT. SWING DOOR JAMB � GLIDE ROD
1/2"DRYWALL ATTACHMENT DETAIL 2x6 P.T. S.Y.P. BUCK
NOT TO SCALE 1X2 P.T. FURRING W A T E FR — A 1 F? — L A N [D
ONE 1/2"x 1-5/8" LAG MOUNTING
NOT TO SCALE SCREW PER TRACK BRACKET BRACKET FOR 5109 Grand Palmetto Waychrisbeers b u.net 941-628-0635
AS PER MANUFACTURER SPRING North Port, Florida 34291 049 @ y fax 413-487-9013 f 1 M
1X2 P.T. FURRING _ n Q �
DOOR FRAME 16" `.J �
ATTACH A CONC. BLOCK WEDGE ANCHOR 12 GA. GALV. STEEL VERTICAL TRACK ► i i + DI itaII sI ned b C ris o her D Beers
TWO(MIN.) ► g Y g Y p � J
THROUGH WOOD DOOR NOMINAL VERTICAL #5 1/4"TAPCON Fr D BUCK W/3/16"X 2-3/4"TAPCONS. J REBAR(TYP.) TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK THRU 2X INTO CMU LMOIN. Chns.,
* N .� DN: C=US, o=U naffi I i to z0 L ° -
FILL ALL HOLES. 1-1/4"MIN EMBEDMENT z o; INSTALLATION DETAIL N.T.S.
p
g c` < CONCRETE FILLED CELL LENGTH OF 4" _ -�'� �• ou—A01410D00000172B 270F630000 cn
0 0 • s"x16"CMU LLI
GARAGE DOOR BUCK INSTALLATION in ' O O
HEAD _ B2DA cn=Christoph fob Beers
USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED GARAGE DOOR SPRING BUCK INSTALLATIONrn
.'. .'. _ ; 1 X6 P.T. DOOR BUCK ' - 1 1
ATTACHED W/1-1/2""T" NAILS WITH A MINIMUM OF FOUR 1/2"o WEDGE ANCHORS USE 2x8 PRESSURE TREATED WOOD BUCK BUCK ABOVE GA0,, eEk
•• STATE OF Date: 2021 .07.02 09: W -04 00 0 Lr) ILL
8"X 16" C.M .U. DETAIL WITH 3"WASHERS STARTING AT 8" FROM EACH END OF SUFFICIENT HEIGHT TO . a
@ DOOR OPENING; ATTACH F A
18"O.C.VERT
TYP.STUCCOAND SPACED NO MORE THAN 32"o.c. ACCOMMODATE BRACKETS. ATTACH CONCRETE NAILS ® 4" O.C. : 0 •• LORlO {Gr • w
CONCRETE NAILS AT 4"O.C. 'f ��•••'. ....''•
S.G.D. ATTACHMENT DETAIL NOT TO SCALE GARAGE OVERHEAD DOOR CONNECTION `•.594 5�,.�. CHORIDA ICEHER D. BEERS, P.E. = S1
+ r i ti +�' FLORIDA LICENSE NO. 64594 �
NOT TO SCALE NOT TO SCALE STRUCTURAL
Custom
9 8
100 GENERAL 100.5 FRAMING NOTES PRE-MANUFACTURED
100.1 MATERIALS 100.5.1- WINDOW AND SLIDING GLASS DOOR DOOR (I.E., SGD) BUCK INSTALLATION TRUSSES
100.1.1 MASONRY UNITS- ALL WALL AND SHINGLE ROOF SHEATHING SHALL BE 15/32" MINIMUM WOOD BUCK STRIPS SHALL BE "ONE BY" PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT
CONCRETE MASONRY UNITS SHALL BE HOLLOW OR SOLID C-D PLYWOOD SHEATHING OR OSB. TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR SGD FRAME. BEAM BLOCK
UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND 100.5.2- THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD SEE WALL SECTION
SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH ALL ROOF SHEATHING SHALL BE STAGGERED WITH THE LONG 1-3/4" NAILS AT 16" O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16" 25" MIN LAP
OF 1900 PSI. CMU MATERIALS AND CONSTRUCTION SHALL DIMENSION PERPENDICULAR TO THE FRAMING. TAPCONS (THROUGH THE WINDOW OR SGD FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF FOR DETAILS
COMPLY WITH "SPECIFIC110N FOR MASONRY STRUCTURES" 100.5.3- 1-1/4" OF PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER
THE MANUFACTURER'S INSTALLATION DETAILS.
ACI 530.1/ASCE 6-05/TMS 602-05: PART 2 & 3 NAILING FOR ROOF AND WALL SHEATHING SHALL BE (1) 8d RINGSHANK
PRIOR TO ATTACHING THE WOOD BUCK TO THE CONCRETE, BOTH MATING SURFACES SHALL
100.1.2 MORTAR- NAILS FOR ALL SHEATHING UP THRU 1/2" THICK AT 6 O.C. THROUGHOUT; HAVE A BEAD OF ADHESIVE/SEALANT APPLIED TO BOTH SURFACES TO ENHANCE THE STRENGTH
SHALL BE EITHER TYPE M OR S IN ACCORDANCE WITH AND (2) 10d RINGSHANK NAILS FOR SHEATHING LARGER THAN 1/2" OF THE JOINT. #5 HORIZ REBAR IN BEAM BLK
ASTM C 270 THICK. NAILING SHALL BE 6" o.c. AT EDGES AND 12" o.c. INTERIOR. SEE TYP. WALL SECTION FOR
100.1.3 GROUT- 100.5.4- DETAILS
ALL INTERIOR FRAME BEARING WALLS AND ALL EXTERIOR FRAME WALLS ENTRY DOOR LIMITATIONS AND BUCK INSTALLATION ACTUAL CHANGE IN BEAM
SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 INCH PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A SHALL BE ANCHORED TO THE ABUTTING CMU WALL WITH (3) 1/2"x6" WOOD BUCK STRIPS SHALL BE "ONE BY" PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT ELEVATION DETERMINED INTO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME.
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI STANDARD WEDGE ANCHOR BOLTS EMBEDDED IN GROUTED CELLS. FIELD
AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C THE FLOOR P.T. PLATE SHALL BE ANCHORED WITH 1/2" x 8" STANDARD THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD
1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 476. WEDGE ANCHORS AT 32" o.c. 1-3/4" NAILS AT 16" O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16"
TAPCONS (THROUGH THE DOOR FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1-1/4" OF
100.1.4 CONCRETE- PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER THE 2X4 STUDS
SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH 100.5.5- MANUFACTURER'S INSTALLATION DETAILS. SEE WALL SECTIONS
OF 3000 PSI (2500 PSI FOR SLABS) AT 28 DAYS PER ACI AT ALL INTERIOR BEARING WALLS, WHENEVER AN UPLIFT CONNECTOR IS DEADBOLT SHALL BE TITAN 780 SGL. CYLINDER (OR EQUIVALENT) W/ 2-3/8" BACKSET 039" FROM 5 HORIZ REBAR IN BEAM BLK FOR APPLICABLE WIDTHS
318, SECTION 5.3. INSTALLATION OF CONCRETE SHALL BE REQURIED AT THE TOP OF THE WALL, THE CONNECTOR AT THE BOTTOM TOP OF SLAB. LOCKSET SHALL BE TITAN 720H SGL. CYL. (OR EQUIVALENT) W/ 2-3/8" BACKSET #
PER ACI 318, SECTION 5.10. SHALL HAVE CONSISTENT UPLIFT VALUE. 0 44-1/2" FROM TOP OF SLAB. USE 4-1/2" X 1-5/8" WOOD LOCK BLOCK 0 EACH LOCK PREP. SEE TYP. WALL SECTION FOR AND STUD SPACING
100.1.5 REINFORCING STEEL- 100.5.6- DETAILS @ 24" O.C.
SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WHENEVER A GIRDER TRUSS BEARS ON A FRAME BEARING WALL, IT SHALL GENERAL NOTE FOR OPENINGS: #5 HORIZ REBAR CORNER BENT
WITH ASTM A 615, A 616, A 617, OR A 706. BE SUPPORTED BY A MINIMUM OF AN EQUAL NUMBER OF STUDS AS PLIES WOOD MEMBERS THICKER THAN THOSE SPECIFIED MAY BE USED AS LONG AS THE LENGTH OF IN „L„ CONFIGURATION FOR 2X BLOCKING
IN THE GIRDER. THE 3/16" TAPCONS IS SUFFICIENT TO OBTAIN A MIN. OF 1-3/8" PENETRATION INTO THE CMU o MIN. LAP CONFIGURATION
VERT. REBAR AS REQUIRED
100.1.6 METAL ACCESSORIES- OR TIE BEAM.
JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC 100.5.7- e BY FLORIDA
TRUSSES SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER
SHALL CONFORM TO THE FOLLOWING STANDARDS: BUILDING CODE
REGISTERED IN THE STATE OF FLORIDA, AND SHALL CONFORM WITH THE TPI
1. ASTM A 82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED TRUSSES, AND TYPICAL CORRECTION NOTES RESIDENTIAL
AND TIES. SHALL CONTAIN BOTTOM CHORD WIND BRACING METHODOLOGY. 1) ONE SIMPSON RFB#4x10 MAY BE SUBSTITUTED FOR 1/2" ANCHOR BOLTS WHEN NECESSARY BEAM BLOCK
2. ASTM A 36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 2) MISSED HURRICANE STRAPS FOR CONCRETE BEAMS - USE SIMPSON MTSM20 WITH (7) 10d IN SEE WALL SECTION
3. ASTM A 366 FOR SHEET METAL ANCHORS AND TIES. TRUSS AND (4) 1/4"x1-3/4" TITEN FASTENERS IN CONCRETE FOR UPLIFTS UP TO 870 LBS.;
100.1.7 GALVANIZATION- FOR DETAILS
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUC- 101 FOOTINGS AND FOUNDATION IN CONCRETE FOR UPLIFTS UP TO 1175 LBS.;
TION AND NOT DIRCTLY EXPOSED TO THE WEATHER SHALL BE 3) MISSED DOWELS - SET 5/8" DIAMETER, 33" LENGTH DOWEL INTO 3/4% 8" HOLE; SET IN Q
GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. 101.1 DESIGN SIMPSON SET EPDXY OR EQUIVALENT. #5 REBAR
METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION 101.1.1- 4) FIBERMESH FIBER REINFORCED CONCRETE MAY BE USED IN LIEU OF THE 6x6x1O/1O WELDED VERTICAL
SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641, TYPICAL FOUNDATION DETAILS AND MINIMUM SIZES ARE SHOWN ON THE WIRE MESH REINFORCEMENT IN CONCRETE FLOOR SLABS. 9 C0
CLASS 1. FOUNDATION PLAN AND THIS SHEET. ' LU
100.1.8 FASTENERS AND CONNECTORS- 101.1.2 CONCRETE FOOTER
�U
UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING ADDITIONAL GENERAL & STRUCTURAL NOTES
COMMON WIRE NAILS. FOR EXAMPLE, 8D = 2 1/2 INCHES OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING J
ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE 1. CONSTRUCTION METHODS SHALL COMPLY WITH ALL STATE AND LOCAL CODES. M
LONG X 0.131-INCH DIAMETER. SEE TABLE 8.8A IN THE 2. GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS TO VERIFY DIMENSIONS, ~ J
NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH. NOTE: NON BEARING WALL DETAIL IS IN z
101.2 CONSTRUCTION DETAILS, AND/OR ANY DISCREPENCIES PRIOR TO CONSTRUCTION. Q ILL
100.1.8 WOOD FRAME MEMBERS 3. THESE PLANS WERE REVIEWED BY THE ENGINEER FOR STRUCTURAL CHANGE BEAM BLOCK- ACCORDANCE WITH 602.2 OF THE NON- B EAR I N G WALL CO N N E CT I O N
ALL FRAMING LUMBER SHALL BE HEM-FIR, S. PINE, OR 101.2.1- COMPLIANCE WITH SECTION 1609 ONLY OF THE FLORIDA BUILDING CODE. Ln �
S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1800 PSI. THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND 4. THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANSFLORIDA BUILDING CODE 6TH EDITION NOT TO SCALE I.-- U
ALL LUMBER USED FOR BEAMS SHALL BE HEM-FIR, S. PINE, OR CORNERS USING CORNER BARS OR BY BENDING THE BAR IN ACCORDANCE METHODS & TECHNIQUES, INCLUDING BUT NOT LIMITED TO THE STANDARD � �
S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1700 PSI. WITH 100.3.4. IN BOTH CASES, THE MINIMUM BAR LAP SHALL BE 25 INCHES. CONNECTIONS OF ALL ROOF, WALL, FLOOR AND STRUCTURAL PANEL SYSTEMS. E V A T 0 DETAIL- a J
100.1.8 WOOD LVL BEAM MEMBERS 101.2.2- 5. UNLESS OTHERWISE NOTED, ANY OPENING GREATER THAN 6' IN A MASONRY WALL
FOUNDATION STEMWALLS SHALL BE AS THICK OR THICKER THAN THE WALL SHALL HAVE THE CELLS ON EACH SIDE FILLED WITH CONCRETE AND (1) #5 (n
ALL LVL BEAM LUMBER SHALL HAVE A MINIMUM FLEXURAL SUPPORTED ABOVE, BUT IN NO CASE LESS THAN 8 INCHES THICK, AND VERTICAL RE-BAR. NOT TO SCALE
STRENTH, Fb, OF 2,850 PSI AND MODULUS OF ELASTICITY, E, SHALL HAVE SAME VERTICAL REINFORCING AS THE WALL ABOVE. 6. UNLESS OTHERWISE NOTED, FOR WOOD BEARING OPENINGS UP TO 6' USE
OF 2,000,000 PSI. CONNECT TRUSSES TO LOAD BEAR
(2) 2x12 BEAM WITH (2) FULL LENGTH STUDS, AND FOR OPENINGS GREATER � Q
101.3 FOOTING DOWELS THAN 6' USE (2) 2x12 BEAM AND (3) FULL LENGTH STUDS AT EACH END. WALL AS NOTED ON THE PLANS.
ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND CONNECT BEAMS TO STUDS WITH A MINIMUM OF (2) USP RT12's EACH END.
100.2 MASONRY WORK, GENERAL SHALL BE EMBEDDED A MINIMUM OF 6 INCHES INTO ALL FOOTINGS; DOWEL TO STUDS WITH A MINIMUM OF (2) USP RT12's EACH END.
100.2.1- BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. 7. Buildings shall be constructed in accordance with the provisions of
ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND the climatic and geographic design criteria as limited by the
THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID provisions of this section. Additional criteria shall be set forth in
Table 106 OPEN STRUCTURES 25 MIN LAP R301.2(1) of the Florida Building Code 2017 6th edition. "
MASONRY SHALL BE FULL HEAD AND BED JOINTS. 25" MIN LAP
100.2.2- 8. Flame spread and smoke index for wall and ceiling finishes shall , .' 4.1
106.1- be in accordance with Sections R302.9.1 through R302.9.4.
BED JOINTS SHALL BE 3/8 INCH (+ 1/5 INCH) THICK. HEAD COLUMNS SHALL BE CONSTRUCTED OF STANDARD MASONRY UNITS OR 9 -------'-----<dw
-'+--��_ ~
JOINTS SHALL BE 3/8 INCH (+ 3/8 INCH OR -1/4 INCH) THICK. PILASTER BLOCK OR MAY BE CAST IN PLACE CONCRETE. MAXIMUM COLUMN 9. Flame spread and smoke-developed index for insulation shall be q 11 u q
100.2.3- HEIGHT SHALL BE 12 FEET TO TOP OF BOND BEAM. COLUMNS SHALL in accordance with Sections R302.10.1 through R302.10.5.
CONTAIN A MINIMUM OF FOUR VERTICAL BARS, ONE IN EACH CORNER.
THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS (2)2x12 HEADER OR AS
SHALL BE PERMITTED TO VARY IN THICKNESS FROM A MINIMUM
1. VERTICAL COLUMN REINFORCEMENT SHALL BE FOUR NO. 3 BARS FOR 10. All gypsum board materials and accessories shall conform to
NOTED ON THE PLANS
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OF 1/4 INCH TO A MAXIMUM OF 3/4 INCH. 8x8 INCH COLUMNS AND FOUR NO. 5 BARS FOR ALL OTHER COLUMN SIZES. ASTM C 22, C 475, C 514, C 1002, C 1047, C 1177, C 1178, C i i
2. CLEARANCE FROM THE VERITCAL BAR TO THE MASONRY FACESHELL SHALL 1278, C 1396 or C 1658 and shall be installed in accordance with
100.2.4- BE 1/2 INCH. MINIMUM COVER FOR CAST IN PLACE COLUMNS SHALL the provisions of this section. Adhesives for the installation of -
MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND BE 1-1/2 INCHES OVER THE COLUMN TIES. gypsum board shall conform to ASTM C 557.
CONSTRUCTION. WHEN MASONRY UNITS ARE LAID IN STACK BOND, ~^ o
9-GAGE (MINIMUM) HORIZONTAL JOINT REINFORCEMENT, IN 106.2- 11. Ceramic tile surfaces shall be installed in accordance with ANSI i i i i 2X12 HEADER NOTE:
ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE CONNECTION OF COLUMNS TO THE FOUNDATION BELOW AND TO THE BOND A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 2 2X12 TO SANDWICH (2) SIMPSON "LSTA21"
BEAM AT THE TOP SHALL BE AS FOLLOWS: and A137.1. ( )
PLACED IN BED JOINTS AT NOT MORE THAN 16 INCHES ON CENTER. 1. 8x8 INCH COLUMN; ONE NO. 5 STANDARD 90 HOOK INTO THE SUPPORT N i I N i I (1)1/2"PLYWOOD W/ STRAPS PER SIDE PER
100.2.5- AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. ; ; (2)ROWS OF 3"NAILS @
2. 8x16 INCH COLUMN; TWO NO. 5 STANDARD 90 HOOKS (ONE IN EACH Z I z I HEADER
LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY 6"O.C. N
EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER OF 5/8 CELL) BOTH AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. d i� > Q '1
INCH WHEN EXPOSED TO EARTH OR WEATHER AND 1/2 INCH WHEN 3. 12x12 INCH COLUMN AND 16x16 INCH COLUMN; FOUR NO. 5 STANDARD
NOT EXPOSED TO EARTH OR WEATHER. 90 HOOKS (ONE AT EACH VERTICAL BAR) EXTENDING FROM THE FOUNDATION ii ry ii q
AND SPLICED WITH THE VERTICAL COLUMN REINFORCEMENT FOR THE BOTTOM;
100.3 REINFORCING STEEL GENERAL THREE NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT TOP, MINIMUM, a-J a NOTE: 1/2" G WEDGE ANCHORS, 8"
100.3.1- AND EACH SPLICED INTO A VERTICAL COLUMN BAR FOR CORNER COLUMNS; & �__ • _________ _J BEARING WALLS THAT GO DEPTH WITHIN 6" OF STUDS; & 32" O.C.
TWO NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT THE TOP EACH INTO BLOCK WALLS ATTACH
REINFORCING STEEL SHALL BE NO. 5 BARS. EXCEPTION: WHERE SPLICED TO SEPARATE VERTICAL COLUMN BARS FOR COLUMNS NOT LOCATED WITH WEDGE ANCHORS 32"O.C. FOR REMAINING WALL
TWO NO. 5 BARS ARE REQUIRED WITHIN THE SAME GROUTED IN A CORNER. VERTICALLY UP WALL W/3" HOOK AND 3" 0
MASONRY CELL OR BOND BEAM, ONE NO. 7 BAR MAY BE SUBSTITUTED. 106.3- WASHERS. NOTE: ALTERNATIVE
100.3.2- LATERAL TIES OF A MINIMUM 1/4 INCH DIAMETER SHALL BE USED TO ENCLOSE HOLDDOWN IS SIMPSON "HTT4"
VERTICAL COLUMN REINFORCEMENT AS FOLLOWS:
WHEN TWO BARS ARE REQUIRED IN THE SAME CELL OR BOND BEAM, 1. MAXIMUM VERTICAL SPACING OF LATERAL TIES SHALL NOT EXCEED THE LEAST '-4 41-1011 '-4' ATTACHED TO STUDS.
THEY MAY BE BUNDLED. NOMINAL CROSS SECTIONAL DIMENSION OF THE COLUMN.
100.3.3- 2. LATERAL TIES MAY BE PLACED IN THE MORTAR JOINTS (PROVIDED THEY ARE NO
LARGER THAN 1/4 INCH DIAMETER) OR IN THE GROUT. (1) SIMPSON "SPH4"
SPLICES SHALL BE LAP SPLICES. 3. THE BOTTOM LATERAL TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN ONE PER STUD. NOTE: (2)
1. NONCONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING -HALF THE LATERAL TIE SPACING ABOVE THE TOP OF THE FOOTING, SLAB, OR
BARS ARE NOT SPACED FARTHER APART THAN 5 INCHES FOR NO. 5 BEAM IN ANY STORY. THE TOP LATERAL TIE SHALL NOT BE MORE THAN ONE JACK STUDS & (1)
BARS AND 7 INCHES FOR NO. 7 BARS. -HALF THE LATERAL TTE SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT ENTRY DETAIL STUD
2. SPLICE LENGTHS SHALL BE A MINIMUM OF 25 INCHES FOR NO. 5 IN THE BEAM ABOVE. KING (MIN)
BARS AND 35 INCHES FOR NO. 7 BARS (40 BAR DIAMETERS). SPLICES 2x4 BLOCKS @ 16"O.C. FASTEN TO LOOKOUT W/TWO NOT TO SCALE
OF A NO. 5 BAR WITH ONE NO. 7 BAR SHALL BE A MINIMUM OF 25 10d NAILS AND CLIP WITH HCLH OR H4(IF MORE THAN
INCHES, AND TWO NO. 5 BARS WITH ONE NO. 7 BAR SHALL BE A 107 WINDOWS 12"OVERHANG)OTHERWISE TOE NAIL W/TWO 10d NAILS
MINIMUM OF 35 INCHES. ALL EXTERIOR GLAZING MATERIALS SHALL BE IMPACT RESISTANT COVERINGS CERTIFIED TO GABLE TOP CHORD d a
BY THE MANUFACTURER TO MEET THE REQUIREMENTS OF SSTD12, ASTM E 1886 AND USE USP HCLH (or L)OR SIMPSON d d a
100.3.4- ASTM E 1996. HOWEVER, IF PANELS MEETING THE LOADING REQUIREMENTS OF FBC H4 CONNECTOR AT ALL ENDS OF CROSS d d d a
2x4 LOOKOUTS /1 . d a
REINFORCEMENT MAY BE BENT IN THE SHOP OR IN THE FIELD IF: 1609.1 FOR THE 170 MPH WIND BORNE MISSILE TEST, OR, WOOD STRUCTURAL PANELS BRACING-DO NOT TOE NAIL a d
1. ALL REINFORCEMENT IS BENT COLD, AND MEETING THE REQUIREMENTS OF FBC 1609.1.2 ARE USED FOR OPENING PROTECTION 24"O.C. (TYP.) CONCRETE FOUNDATION .4
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE THEN THE WINDOWS NEED ONLY MEET THE PRESSURE REQUIREMENTS OF FBC 1609.1 X X d d .AS NOTED ON PLANS a. d 5/3/21
BAR, IS NOT LESS THAN SIX BAR DIAMETERS, AND FOR THE 170 MPH WIND LOAD AND NOT THE WIND BORNE MISSILE TEST. THE CON- UP TO 2'O.H ' a d a d .,
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT TRACTOR IS REQUIRED TO PROVIDE DOCUMENTATION FOR THE WINDOWS AND PANELS 2x4 7-BACK" BRACI d a d L
BE FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TO DEMONSTRATING COMPLIANCE WITH THESE SPECIFICATIONS. "X" BRACING(2x4) @ MID AT VERTICALS TALL 4 a d d d a
ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY POINT REGARDLESS OF HEIGHT THAN 48", FASTEN /
EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A 108 DOORS AND AT QUARTER POINTS IF Od NAILS @ 6"0. d
SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT ALL EXTERIOR DOOR MATERIALS SHALL BE ABLE TO RESIST THE LOADING REQUIREMENTS HEIGHT IS Y OR MORE; MADISON GC CLARK RIGHT P
TO 6 INCHES OF VERTICAL BAR LENGTH. OF THE FBC SECTION 1609.1 FOR THE 170 MPH WIND LOAD. THE CONTRACTOR IS EXTEND BACK 3 BAYS - - -
REQUIRED TO PROVIDE DOCUMENTATION FOR DOORS DEMONSTRATING COMPLIANCE USE USP HCLH (or L)OR SIMPSON
WITH THESE SPECIFICATIONS. HARDI SIDING OR H4 CONNECTOR A ALL ENDS OF CROSS
TEXTURED CEMENT FINISH ON METAL BRACING- DO NO TOE NAIL
100.4 COVER OVER REINFORCING STEEL WINDOW, EXTERIOR DOOR AND PANEL CRITERIA OR TYVEK&5/8" PLYWOOD FRAME B RG. WALL W/ OPENING
100.4.1- THE MANUFACTURER'S SPECIFICATIONS AND TEST RESULTS FOR THE REFERENCED WINDOWS, W/ NAIL PRO 2x.075 @ 6"O.C. '2x4 BLOCKING @ 48'
FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING SGD, DOORS AND PANELS IN REGARDS TO COMPLIANCE WITH FLORIDA BUILDING CODE PER ASTM C1063 GABLE END TRU FROM GABLE END BA TYPICAL CONNECTOR DETAIL
BARS SHALL BE: 3 INCHES IN FOUNDATIONS WHERE CONCRETE SECTION 1609 FOR A 160 MPH, 3 SECOND GUST, WIND LOAD HAVE BEEN REVIEWED AND SEE ELEVATION 8'-0" BETWEEN TRUS
IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE ACCEPTED BY THE ENGINEER OF RECORD FOR USE ON THIS PROJECT WHEN INSTALLED BOTTOM CHORDS. P1 13 JAN 21
EARTH; OR, 1-1/2 INCHES FOR No. 5 AND SMALLER BARS, AND IN ACCORDANCE WITH THESE PLANS AND THE MANUFACTURER'S SPECIFICATIONS. 10d NAILS @ 6"O.C.
2 INCHES FOR No. 6 AND LARGER BARS WHERE CONCRETE IS INTO 2x6 PLATE NOT TO SCALE P2 02 MAR 21
FORMED AND WILL BE EXPOSED TO THE WEATHER. IN NARROW P3
FOOTINGS WHERE INSUFFICIENT WIDTH IS AVAILABLE TO ACCOMODATE 8"U-BLOCK WITH 2x6 P.T. MIN. ATTACH TO BEAM W/ P4
A STANDARD 90 DEGREE HOOK AND PROVIDE THE REQUIRED CON- (, ) 1/2" DRYWALL
WITH (1) #5 RE-BAR 1 2'p x 8 ANCHOR BOLT AT
CRETE COVER, THE HOOK SHALL BE ROTATED IN THE HORIZONTAL TOP CONTINUOUS 3{O.C. w/2"0 WASHERS OR P5
DIRECTION UNTIL THE REQUIRED CONCRETE COVER IS ACHIEVED. 3/16"O TAPCONS WITH 1�' MINIMUM P6
100.4.2- VERT. REINF. EMBEDMENT AT 12"O.C.
FOR CAST-IN-PLACE BOND BEAMS WHERE CONCRETE IS SEE PLAN 6" EMBEDMENT
NOT EXPOSED TO WEATHER, THE MINIMUM CONCRETE COVER 8"CMU WALL
FOR REINFORCING SHALL BE 1 1/2 INCHES REGARDLESS
OF BAR SIZE.
100.4.3-
DETAILS AND
FOR CAST-IN-PLACE BOND BEAMS WHERE CONCRETE IS EX- CONVENTIONAL GABLE END CONNECTION DETAIL
POSED TO WEATHER, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE: NOT TO SCALE SPECIFICATIONS
1 1/2 INCHES FOR NO. 5 BARS AND SMALLER,
2 INCHES FOR NO. 6 BARS AND LARGER. 11 IL
100.4.4- 1 wool
REINFORCEMENT BARS EMBEDDED IN GROUTED MASONRY CELLS
SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR
FINE GROUT OR 1/2 INCH FOR COARSE GROUT BETWEEN
REINFORCING BARS AND ANY FACE OF A CELL. Ar
100.4.5- SOFFIT DETAIL
REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A RAM
MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN:
2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO
EARTH OR WEATHER. W A T E F? - AI F? - L A N M
1 1/2 INCH FOR MASONRY UNITS NOT EXPOSED TO EARTH NOT TO SCALE U >
OR WEATHER. 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 Q M
North Port, Florida 34291-8049 fax 413-487-9013
R704.2.1 Vinyl Soffit Panels Z Y o _
Vinyl soffit panels shall be installed using fasteners specified by the manufacturer and shall be fastened at , ,►+► �►►►►� 0
' Die rgitally signed by Christopher D Beers (n E
both ends to a supporting component such as nailing strip, fascia or subfascia component in accordance q f - v LU
with Fig. R704.2.1. Where the unsupported span or of soffit panels is greater that 12", intermediate DN: c=US, o=Unaffiliated a
nailing strips shall be provided in accordance with Fig. R704.2.2 unless a larger span is permitted in -�� �;: ou=A01410D00000172B �ZD 630000B
accordance with the manufacture's product approval specification. Vinyl soffit panels shall be installed in � . 0 - 2DA, cn=Christopher D B V
accordance with the manufacture's product approval specification and limitations of use. Fascia cover shall y , E� ::o_ Date: 2021 .07.02 09:17:0 F64 00'
be stalled in accordance with the manufacture's product approval specifications and limitation use. = y0 R 0 P•:' '� ; LLJ S2
.9. .5U�.` CHRISTOPHER D. BEERS, P.E. LU►►►111%0'' FLORIDA LICENSE NO. 64594 = STRUCTURAL
0 1/4" = V-0"
10 8
N
Level 1
80 CFM
4"Duct
4"Exhaust Vent
4'5'W x 53'H 60'W x 68'H 30"W x 55'H
T Family Room 182dm Bed 2
F �
4"
8x8 10x10 10x10
118 cfrn 169 dm 169 dm
Bath 2
Master Bed T T 8x4 12x12
F F 182 dm
39dm Lino
8x8 y T
118 dm 9 3U'W x 54''H
4"
FTC �„ �11 30xH8114EF�
12x12
6 12x12 101 5^ 820dm 152dm
6" 240dm 7,
4" Lin3 10x6 18" Bed 3
58 dm
Lin2 5„ y 8x4 12" 12x8
100 CFM S drn 152 dm
6"Duct
6"ExaustVent 4" 12"
Lin
WIC T 6„ 6 Laund
\ F E E
\a 8x8 y 7, y 8x8 18,
89dm 8x4 113dm 7" 8x8 HAIV
6"
4dm 113dm
30"W x 4'3'H
Wtrast 18x18
Master Bath 4„
g" Kitchen
12x8 12x12 Hall
50 CFM 210dm 210dm Garage
4"Dud y 6" 6"
4"Exhaust Vent
Bed 4
10x6 Dining Room F
104dm 10x6
104 dm
4'5'Wx53'H 43VWx6TH1VWx2TH 45'Wx53'H
Job#: 1433 Air Caics, LLC Scale: 1 : 111
Performed by Chris Bateman for: Page 1
Clark Residence 7550 Hidden Hammock Ln Right-Suite@ Universal 2021
5705 Emerson Ave. Vero Beach,FL 32966 21.0.03 RSU27054
R.Pierce,FL34951 Phone:772.800.8413 2021-Mar-1911:30:40
vickilynne@aircalcs.com ..ft HVAC\5705 Emerson Ave GBI.rup