HomeMy WebLinkAboutPLANS A CUSTOM HOME FOR:
GROZA BUILDERS, INC.
CAMELOT KW TMC
TROY & M ELISSA SCH LICHT
(TBD) GULLOTTI PLACE
PT. ST LUCIE, FL. 34953
ST. LUCIE COUNTY
TRUSSES OVER ENTRY
w/24"DEEP HEELS
TYP.ROOF FINISH:
LAMINATED 12
COMPOSITE SHINGLE 12
5
CRICKET 5 SMOOTH COAT TYP.@ EA.PEAK
MIN 3/12 PITCH STUCCO 4x8 WOOD BEAM
SIZE FIELD DETERMINED -PAINTED HARDIE
DECORATIVE LAP BIDING
SMOOTH COAT BARN DOOR 7"EXPOSURE
HARDIE STUCCO 'Z'FACE 26 Ga.ALUM
LAP SIDING -PAINTED
DRIP
7"EXPOSURE
(REAR PORCH WALL) 26 Ga.ALUM FASCIA
WRAPOVER
10'-1"High Roof Soffit _____ _ _____ _ _ _ P.T.SUB FASCIA
(Integral w/Trusses)
O
8'-1"Truss BearingQ
(Main) ------ ---------- -------- - ---- ----- - J
6-9"T.O.Openings _ _ '_ " '_Q ' m
(Windows/Doors) M
O.H.
U
TEXTURED
STUCCO
@ COLUMNS/BM. H 2 H 2 _ Z �
E RE S LA RE, S < LLJ
VINYL RAILING �
0'-0"Finish Floor U
� O J
(Top of Slab) H
NON IMPACT RATED IMPACT RATED +38.5 4"RAISED + 27.0 d
PVC SINGLE HUNG GLAZED FIBERGLASS
WINDOWS O.S.DOORS AND FRAME - 41'9 STUCCO BANDS 30.0
ASSEMBLY FLOAT FINISH
FRONT (WEST) ELEVATION IMPACT RATED
SCALE: Y4" = 1'-0" SECTIONAL OVERHEAD
DOOR,&FRAME FIJ
ASSEMBLY
WINDOW/DOOR CHART
CAMELOT TMS TROY & MELISSA SCHLICHT
OPENING MFR. IMPACT NOA/ FPA UNIT DIMENSION UNIT FRAME ROUGH OPENING U' SOLAR V' MANUFACTURES Q
PROTECTIVE Y N TIP TO TIP TO FACE OF BUCK FACTOR HEAT TRANS DESIGN PRESSURE J
W (in.) H. (in.) W (in.) H. (in) W (in.) H. (in) GAIN RATINGS
13068 GLAZED - OS BLASTPRO Y FL 17186.9 r8 37-1/2" 80-1/2" 37-1/2" 80-1/2" 38" 81-1/4" 0.31 0.22 + 65.0/ -65.0 PSF M
(35.75"x 79.25" panels)
16068 X/X SG CWS Y FL 20838.1 r4 72" 80" 72" 80" 72-3/4" 80-3/8" 0.4 0.19 0.38 +/- 50.0 PSF ,
2 SH 25 CWS N F L 17822.1 r6 35-3/4" 61-3/4" 37" 63" 36-1/4" 62-1/4" 0.3 0.21 0.48 + 50.0/- 71.6 PS F W
2 SH 25 w/ MUTINS 0.29 0.2 0.45 + 50.0/- 71.6 PSF _
1 SH 35 CWS N FL 17822.1 r6 51-7/8" 61-3/4" 53-1/8" 63" 52-3/8" 62-1/4" 10.3 10.21 10.48 1 + 50.0/- 54.8 PSF =3
m
1 8"x 32" FIXED GLASS CWS IN I F L 17354.1 r3 32" 10-1/2" 33-1/4" 11-3/4" 32-1/2" 11" 10.27 10.24 10.55 1 + 75.0/- 75.0 PSF
DRAWING INDEX
ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT C1 COVER PAGE
------------------------------
ROOF FINISHES Al FOUNDATION PAGE
BUILDING PERMIT ' LAMINATE COMPOSITE ASPHALT SHINGLES A2 FLOOR PLAN
' I SECURED USING FASTENERS AND SPACING PER MFR'S A3 ELECTRICAL PLAN
OWNERS NAME I �lA In O�� i SPECIFICATIONS OVER 30" FELT TIN TAGGED TO A4 EXTERIOR ELEVATIONS
SHEATHING
CONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD PORT ST LUCIE, FL. 34953 c N7 tiQ i FLASHING : GALV MTL. AS ROOF PLAN
� tC � `Z` i DRIP EDGE: 26 Ga.ALUM.
A6 HVAC PLAN
ROOF SHEATHING S1 ENGINEER DETAIL PAGE DATE 24 MAR 2021
OPENING PROTECTIVE (WINDOWS, DOORS, LITES, AND SKYLIGHTS), COMPONENTS AND CLADDING S2 ENGINEER DETAIL PAGE
I PER TABLE R803.2.2: X"(1%Z")APA RATED 40/20 DESIGN BY
PRODUCT MANUFACTURER MODEL/TYPE F.P.A. OR NOA MIAMI DADE GLAZING DESCRIPTION METHOD OF ATTACHMENT BUILDING DESIGN PRODUCT DESIGN I
( ) � i ORIENTED STRAND BOARD SHEATHING
PRESSURES PRESSURES I CHECKED BY
I TO Ix p wood screws SEE ELEVATION SHEET + 65.0 65.0 PSF t bucks:/4'TAPCONS w/3/4'MIN.EMBED 12 SECURED TO TRUSSES USING FASTENERS AND SPACING
PLASTPRO INC. TO 2x pt bucks:#9 x 2 ",
 x 2�"
3068 ENTRY OUTSWING FIBERGLASS GLAZED FPA: FL 17184.9(R8) IMPACT i PER ROOF SHEATHING ATTACHMENT DETAIL ON SHT. 5 MODEL CAMELOT KW TM SCHLI
/- 5 IMPACT RATED SINGLE LEAF APP. DATE: 10-13-20 LOW E 366 INSULATED w/1%"min.embed. HEAD:6"off corners, B U ID N G CRITERIA I
GLAZED GLASS TYPE'A' SIDES:set 6"off corners&14.25"o.c.between I i OWNER
THRESHOLD:Y"x 2-/4'conc.screws 6"off ends I - __________ I----- ' PROPOSED ROOF PLAN BASIC WIND SPEED, Vult 170 MPH
%6"tapcons w/1"min embed,(2)@ each location I I i Q
SLIDING GLASS DOORS 8800 PVC SLIDING GLASS DOORS FPA: FL 20838.1 R4 IMPACT I BASIC WIND SPEED, VaSd 132 MPH
CWS WINDOWS HEAD&SILL:6"max off corners,12"max.o.c.@ SEE ELEVATION SHEET +/ 50.0 PSF I I I i 5/ 12 ROOF PITCH, 12"OVERHANG,TYP.
IMPACT RATED (2) PANEL, 2 TRACK IMPACT LOW E 366 INSULATED each panel,4"&8"each side of 12"OVERHANG @ ENTRY, RISK CATEGORY II
GLASS TYPE'A' APP. DATE: 10-13-2020 GLASS TYPE'A' meetingL I
rails. I I I '9 0 COMPOSITE LAMINATE ASPHALT SHINGLES WIND EXPOSURE C REV DESCRIPTION
U F: .33,S.H.G.: .20 SIDES: 18"o.c.(glass type'A') I I i �� O �
OVER APPROVED FELT UNDERLAYMENTS INTERNAL PRESSURE
(7)brackets to track,ea.side per mfrs.specifications � � I f' I 1 P1 29 MAR 2021
GARAGE DOOR-SECTIONA HURRICANE MASTER 824/811 NOA: 20-0901.17 IMPACT I I �f I OVER ORIENTED STRAND BOARD SHEATHING
DAB DOOR Co. @Each bracket to buck: 5/16"x 1 5/8"la screws SEE ELEVATION SHEET + 27.0/ 30.0 PSF .O I COEFFICIENT +/-0.18 2 P2 21 MAY 2021
IMPACT RATED z 16'STEEL SECTIONAL EXP. DATE: 08-14-21 g 1 1 1 I 26 Ga.ALUM DRIP&26 Ga. GALV. MTL FLASHING
O w/hex washer head(type A) I I 'Q i COMPONENT AND CLADDING 3 P3 03 JUN 2021
L---------- SQUARE CUT FASCIAS
d WAYNE DALTON 8000/8100/8200 FPA: 8248.9(R20) IMPACT @ brackets to track,ea.side per mfrs. lag screws
I C� i ALUM WRAP OVER 2x SUB-FASCIA ASD WIND PRESSURE (PSF) to 4 P4 26 AUG 2021
GARAGE DOORS 16'STL. SECTIONAL APPR. DATE: 12-15-20 @Each bracket to buck: A) x 1 5/8"lag screws SEE ELEVATION SHEET + 23.0/ 25.0 PSF I I HORIZONTAL PERFORATED VINYL SOFFITS(UNO) FULLY ENCLOSED STRUCTURE 5
w/hex washer head(type A) IV i
IMPACT GLASS:__X__APPROVED SHUTTERS_______BOTH-- 6
%6"tapcons w/1"min embed,2"min.edge dist. �
WINDOWS SH610 PVC SINGLE HUNG FPA: FL 17234.1 R7 NON IMPACT IMPACT g I I G.C. TO VERIFY ALL CONDITIONS&MATERIALS MAIN WINDFACE RESISTING SYSTEM 7
SINGLE HUNG CWS WINDOWS HEAD ONLY: 6' max off corners, SEE ELEVATION SHEET SH 25 +50.0/-71.6 PSF I � _
53%" MAX WID. APPR. DATE 10-13-20 LOW-E 366 INSULATED mid point @ widths over 37". SH 35 +50.0/ 54.8 PSF I 1Q I 8
NON-IMPACT RATED 76"MAX HGT. GLASS TYPE'A' SIDES: 6"max.off corners,3"ea side of mtg.rail., I I
U-F. : VARIES,SHG.: VARIES 14 Y2'max.o.c between i .Z�Q i BUILDING & TRUSS DESIGN SHALL BE IN COMPLIANCE WITH:
I I
WINDOWS- DIRECT SET CWS WINDOWS 615 PVC PICTURE WINDOW FPA: FL 17354.1 R3 NON IMPACT IMPACT %6"tapcons w/1"min embed,2"min.edge dist. WIND DESIGN METHOD ASCE 7-16I
HEAD&SILL:6"max off corners, SEE ELEVATION SHEET +/- 75.0 PSF I Lu THE FBC 2020 7th EDITION CHAPTER 1609
FIXED GLASS FIXED GLASS APPR. DATE 10 13 20 LOW-E 366 INSULATED = I
9�"max.o.c.between I 12 (� 12 i THE FBC-R (RESIDENTIAL) 2020 7th EDITION CHAPTER R301
NON-IMPACT RATED 96" MAX.WID. GLASS TYPE'A' (7
@ SIDES: 6"max.off corners,9�"between ' 5 ~' 5
54" MAX. HGT. U-F.-0.27 SHG. -0.24 I =
HURRICANE PANELS EASTERN METAL SUPPLY 24 Ga. 'BERTHA'2" DEEP FPA: FL 11968.3 R5 DIRECT MOUNT:
/4"d.-20 x 1%"long,sidewalk bolts + 70.0/-80.0
LESS THAN 6'SPAN GALV. STL. STORM PANELS APPR. DATE: 12-15-20 w/2Y2" edge distance @ 12"o.c.max.,top and bott.
LAMINATE ASPHALT NOA: 16-0329.13 I (3 I ~
ROOF FINISH MAIN IKO INDUSTRIES 6 ROOFING NAILS PER TAB CLASS F OR H ' Q O I U �
SHINGLES EXP. DATE: 05-05-21 I �� i
I
UNDERLAYMENTS Underlayments must be ASTM D226 Type II, Per FBC-R R905.1.1.1 : (2)layers min overlapped 19" I .r� I J
VARIOUS SUPPLIERS ASTM D4869 Type IV,&D6757 secured w/1"dia.mtl.taps&0.083 dia.shank nails i l`y _ ('7
NAILABLE Complying w/FBC-R 2020,7th Ed.R905.1.1.1 s N PMI7TT I 0 J J
/4'min into shthg.,12"o.c.in field,6"o.c.@edges I �
UNDERLAYMENTS
Underlayments and joint coverings Self Adhered directly to plywood deck I LU I > Q LL
I i
VARIOUS SUPPLIERS must be ASTM 1970 (or'nailable underlayments'secured as noted above) (D
PEEL&STICK Complying w/FBC-R 2020,7th Ed.R905.1.1.1 w/3"min.horizontal laps&6"min vertical laps I WATER - AIR - LAND Y U) W Z
L 12 i w H (�
SOFFIT KAYCAN LTD VI SOFFIT PANELS REV. DATE TRIPLE
NYL T ECO 6502-13-18 2x4 BRACE AT CENTER OF PANEL +23.6/-28.8 + 66.7/ 66.7 PSF i LU 9`�F� 5 ; 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 0 I OJ � OU
(D ----- _ I North Port, Florida 34291-8049 fax 413-687-9013
Apply roofing cement to underside,back,&side I I------ T------ 4_0 J ~ U
FLORIDAMETAL PRODUCTS, FLAMCO FPA: FL21580.1 g / I I '-' I I i Christopher
�Q��itally signed by Christopher D Beer LLJ O
ROOF VENTS flanges of roof vent.Cement to be/4'min.thick + - 46 PSF
INC. LOW PROFILE OFF RIDGE VENTS APPR DATE: 12-12-17 I I I ____ - _ ___ _ i i ti Q
&extend 2"beyond&onto roofing underlayments - O � J
L'' ,per Q
NOTE: ALL MANUFACTURED HOLES FOR ANCHORING MUST BE FILLED WITH APPROPRIATE FASTENERS o I I r I _--- M " I�I:�• S, o=Unaffiliated, /< R m O
I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING AND HAVE APPROVED THEIR ------ --------J U m 10 D00000172 B92 70 F630000
USE IN THIS STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND - -
FORCES SPECIFIED BY CURRENT CODE PROVISIONS. _ y
Beers 2DN,.- :mC ristop er D Beers SHEET
NAME SIGNATURE TYP. ALL SIDES _�,'; STATE 01 C1
ROOF PLAN - BIRDS EYE 1'-0" OVERHANG o''•. OP,
•o9.2s 16:04:52 -04'00'
DESIGN FIRM CERT. NO r !+' •''••.....••' •1
SCALE: %$" = 1'-0" .4sy4 5v��`` CHRISTOPHER D. BEERS, P.E. SCALECO COVER ######
DATE FLORIDA LICENSE NO. 64594
1 OF
FOUNDATION NOTES 4"MIN CONCRETE SLAB
SLAB REINFORCING: TERMITE NOTES:
ALL CONC SHALL HAVE A MIN. COMPRESSIVE STRENGTH FIBER MESH or 6x6 1%o W.W.F.
OF 3000 PSI ® 28 DAYS FOR FOOTINGS AND SLABS SEE STRL. NOTES 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND
6 MIL POLY NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWEL SHALL BE PROVIDED.
REINFORCING STEEL (REBAR) SHALL BE ASTM GRADE 60 VAPOR BARRIER 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0"
DEFORMED BILLET STL. AWAY FROM BUILDING SIDE WALLS.
CLEAR COVER SHALL BE: MIN. 3" MIN. FOR FOOTINGS 3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL
MIN. 1-1/2" FOR BEAMS. IS COMPLETE.
LAP STEEL MIN. 25" 4. MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST
STANDARD HOOKS w/ 90 DEGREE BENDS. RAINFALL DILUTION.
FMCLEAN, COMPACTED FILL 5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE AND/OR
FTG. SHALL BEAR ON UNDISTURBED SOIL A/0 PROPERLY GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS.
COMPACTED, CLEAN FILL (2000 PSF MIN). 4" SLAB 6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION.
FILL MATERIAL SHALL BE COMPACTED TP 95% DENSITY OF 39,_10„ 7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT
A STANDARD PROCTOR. TYP. CONCRETE SLAB BY A FLORIDA LICENSED PEST CONTROL COMPANY BEFORE FINAL INSPECTION.
TO BE VERIFIED BY GENERAL CONTRACTOR. SCALE: NTS 14'-6" 25'-4"
FILL TO BE TREATED AFTER PLUMBING ROUGH
ELECTRIC SERVICE GROUND TO BE BONDED TO FTG. STEEL. AND BACKFILL AND BEFORE INSTALLATION OF
VAPOR BARRIER CONTROL JOINT NOTES:
CONTRACTOR TO VERIFY ALL BELOW AND IN SLAB PLUMBING, F1 HOSE BIB LOCATIONS, AND TYPES. 1. PROVIDE CONTROL JOINTS PER ACI 2243R.
+� +� +� +� +� +� ++ 2. JOINTS TO BE TOOLED IN A STRAIGHT LINE, WHEN FINISHING SLAB
CONTRACTOR TO ROUGH IN A/H CHASE A/0 DRAIN LINES - - - OR, SAW CUT WHILE THE SLAB IS STILL GREEN.
AND CONDUITS) AS NEEDED. r - - - - - - - - - - - - - - - - - - - - - - - - - - `+ 3. THE MINIMUM DEPTH OF THE JOINT IS TO BE 25% OF THE SLAB THICKNESS.
CONTRACTOR TO VERIFY ALL OPENINGS & PROVIDE FOR SLAB I 1 - 4. LOCATE JOINTS APPROXIMATELY 10'-0" O.C. EACH WAY.
RECESSES, SILLS, & CURB REQUIREMENTS 0 ALL DOORS. I 1 5. JOINTS TO EXTEND OUTSIDE WALLS OR SLAB STEPS.
1 6. LOCATE AT LEAST ONE JOINT TO INTERSECT EACH INSIDE CORNER OF SLAB
LAP ALL HORIZONTAL FTG. STEEL (REBAR) 25" MIN. +; I I OR EXTERIOR OF SLAB.
I 7. JOINTS TO AVOID SHOWER RECESSES.
ALL STL. TO BE MIN. GRADE 60. I I
BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE. 1 -
I �
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH:
THE 2020 FLORIDA BUILDING CODE 7th Ed. I =
THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL 7th ED. +: I r I TIC% SE ; I U �
ALL LOCAL CODES AND ORDINANCES AS THEY MAY APPLY. '
I /--- ,y + BATH 2 JIL2" VENT C.O. J
10'-2" 4'-4" 1 25'-4" IZ-I
' Q TUB LU w
WC LAV
r-- 2 11 O J
a • _
il„ 2, 1„ I 311 21'
2, p 2 31_411 1
N
It N I 1 3 KITCHEN
I
(2)#5 BAR CONTINUOUS 1R 1 �+
3"
F1 F1 1 � - SINK
w/25"MIN. LAP AND(1)#5 ---------- -_=-3- I w/ STUDERVENT
BAR @CORNER --�-"--"--"--"---------
VERTICAL "
SEE FOUNDATION PLAN ++i__________ +I +; I NON BRG.PLUMBING WALL
_ I V
--j r - - - - - � - - - - J 00 I 3n DW
- .7 RECESS SLAB
_ in 1
MONO FOOTING CORNER DETAIL r I I 1 2%"Foxs.G.D. 1 ' - u
1 00
SCALE: NTS I in C.
FINISH FINISH FLOOR C) I I 10'-2" M I + 29'-8" I 2" Q `,J
FLOOR INTERIOR CD 1 I I
%2"x 8"LONG (2)#5 BAR '-' o lio 1 SLOPE I E N S U I T E
MINIMUM 12" SLOPE 1/6 MAX VBAR
• WEDGE CONTINUOUS w I 1/8"PER FT. 1OF FOOTING ANCHORSBATH
TOP OF FINISH SLAB16" ELEVATION 1„ JIL2 VENT C.O.
BELOW GRADE /��` I 10 -] I i45°FLARE + 0-0 4(2) 6"MIN. 16"x16" FOOTING `� 13.5"+ SLOPED 2 VENT C.O.JAL ; LAUNDRY CONTIw/(2)#5 BARS cV I SLAB NOTEQ n3"MIN. EF2 �� TYP. BOTH HOUSE&GARAGE SLABS: t► ' ' '_ _ 3 �FIBERMESH 3000 PSI CONCRETE WASHERF2 NOR +0.0" - - - - - �J 4"THICK w/ FIBERMESH a I Ir--- `+ LAV (GRAY BOX)OR 6x6 10/10 W.W.F. ,y REF 1
STEP FOOTING 6°x6°'%o WIRE r F2 cBs ( ) � I WC '�
MONO EDGE 0 I hR
FOOTING INT. BRG / NON BRG. WALLS _ +; I OVER 6 MIL VISQUEEN VAPOR BARRIER i ^ ly I SHWR
2" Im
SCALE:NTS - - I ATOP CLEAN. COMPACTED -
SCALE: NTS _ �,rt &INSECT TREATED FILL ° '-' I�---I J 2" 3" 211 3"
60
MAIN FINISH I 101-
4 9 TYP.@ INTERIOR BEARING WALLS:
RAISED FLOOR 4 SECURE P.T.PLATES TO SLAB i 1 3 n
CURB I -Ilc�l w/ /2"x 8"L.WEDGE ANCHORS i DW
FINISH SEE DOWEL #5 REBAR
O� � +; N @ 32"o.c.MAX. z NOTE:
CONTINUOUS
1 i w/(2)WASHERS&NUT Z i ___ �n PROVIDE IN-SLAB 1 3
FLOOR PLAN �l
l „ 2,-5,1 ,-]„ O i N
zz�MINIMUM 12" SLOPE 1/6 MAX `. LINE FOR REF.
i I •� ICE MAKER 1 r+ n t t
OF FOOTING �`� I `t
BELOW GRADE 16"
45°FLARE 16"x16" +.'y = M I pa 19'-5" 4" 2-WAY C.O.
(2)#5 BAR 6"MIN. FOOTING
CONTINUOUS w/(2)#5 BARS 6 0
1 o
3"MIN.COVER lAN
� '• -� cn �, � � N ° I �' �I I I I '♦
3"TYP 3"TYP �`' I F--------c7 i�l l ' t t DATE 24 MAR 2021
F1 CURB 16„ F2CBS FIBERMESH ,-I (� I a� i xi I IPA---- i I 4
OR , I_ - I pa C71i I i i r--, U-
TYP. FOOTING STEP FOOTING 6"x6 %o WIRE _ + I,' �^ '-� I o ; z; ;l ;; ; I w DESIGN BY
W/ RAISED CURB @ CBS WALLS ik �ro i� I Z z;all I" L__Jam,-IIN - - - - - - - - - - - - - - - J CHECKED BY
SCALE: NTS �, I I j r r �i'��~ ' +0.0" TO SEPTIC TANK
1 `" I♦ AND DRAINFIELD
MODEL CAMELOT KW TM _SCHLI
VERT.OR LATERAL I _ _ _ - J I i O 4'CONC.SLAB ON GRADE
4"MIN. BEARING WALL �� i „ I -4.0" F2N WI� + FOR CU OWNER
CONCRETE _ 4 -�--- -------------------- I �- ----- + VERIFY SIZE&LOCATION
SLAB - I i r� 2x4 NON BEARING WALL TN FIELD PLUMBING RISER
a 1 �- ----- + I 4 I
_ (2)#5 BARS i _
i
4"SHOWER CONTINUOUS I I i i i
RECESS 1 I i
I i 0 00 i I LL N.T.S. REV DESCRIPTION
MINIMUM 12" SLOPE 1/6 CX4I ' I 1 i I
OF FOOTING 1 P1 29 MAR 2021
I I i i 1 + NOTE: 2 P2 21 MAY 2021
�' �'` 1 ' I PLUMBING CONTRACTOR TO VERIFY:BELOW GRADE 16" '` +; ; i � , „ I ; 1 „ 1 3 P3 03 JUN 2021
45°FLARE +-11c�1 5 -2 2 �4 4 P4 26 AUG 2021
I I i N i - PLUMBING LAYOUT AND RISER DIAGRAM(2)#5 BAR6"MIN. J-BOLT
,'. . /� M I I i , „ i I - ---- , „ 1 5
CONTINUOUS 20 -6 _ ____- t 18 -8 18 - ALL PLUMBING WALL LOCATIONS 6
FIBERMESH -
3"MIN.COVER OR ; I 7
I -- - PROVIDE DOCUMENTATION OF
C�K)
3"TYP 3"TYP O 6"x6"'%o WIRE t i ' ! I w COMPLETED WORK TO 8
16" F3 16"x16" FOOTING 1
W/(2)#5 BARS +I i I i ; I ! I _ O < 1 _ GENERAL CONTRACTOR.
MONO EDGE FOOTING BELL FOOTING - , I I I! 1%°REgE s o0 U) > 00
AT SHOWER RECESS @INT. FRAME WALLS i 1 i I I SLDOOI� L� z ON O i O
SCALE: NTS
+O.OT w
� L - - - - - - - - - - - - - - JAL +__
�r J N
16"FOOTING DEPTH 4"MIN +I I+I I++I I+I I+I I+ _ 1
0. "w
DETERMINED BY LOWEST RAISED CURB _$ a
1
FINISH FLOOR ELEVATION FIN. FL.-ELEV. I F2 CBS , „
EITHER SIDE OF CURB g i I -4.0" ; 3 -4 _ 1 m U 04 U &PITCH VARIES I w i -
EA.SIDE OF CURB r I I 0- �
MINIMUM 12" - - i 1 JLL O w i _� M + _ co
OF FOOTING . 00 I d 19'-101, 1 " 11 18'-8" 8" e- M1R I U _j
BELOW GRADE 16"
a l� I oo� r T - - - - - -6.0" W A T E R A I R L A N D pp - - � Q � W �
45°FLARE I I I 1 -4.68" 1 1(2)#5 BAR 6"MIN. I Y U) - Z
CONTINUOUS BOTH SIDES _"� L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � HrJ �
3"MIN.COVER +'-- ------=483"------------ ---t--'+ __ �i J O
++; ;++ _ WALK +++ - +++ 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 O LL] J J
F3 CURB 3"TYP 3"TYP J 2 Lu
16" OIL North Port, Florida 4 - 4 fax 4 - 7-
TURN SLAB REINFORCING GRADE F1 F1 CIRSLOPE SLAB 1/2" -7.5" DRIVE F1 CUR
TYP. FOOTING @ O.H.DOOR �
Digi�akl ° �C x��d by Christopher D Beers � w �MESH DOWN (IF USED) 2 _ 16 -0 2 -o ❑F � �O rr •,--� G 0 J
W/ RAISED CURB �� _ N r Q O m
FROM EACH SIDE OF CURB. Christopher D
SCALE: NTS DO NOT RUN CONTINUOUS ,_ „ ,_ „ �_ �� �l' " affiliated, L O
13 io 6 0 20 0 1 0172B9270F630000B2D U ~ ~
39'-10" Beers -Christc�l�r D Beers SHEET
'TAT OF
0g: =15:51 :38 -04'00' Al
�r6'4S9q...'.•5��•;`� CHRISTOPHER D. BEERS, P.E. FOUNDTION
FLORIDA LICENSE NO. 64594 SCALE: 1/4 - 1-0
2 OF
TRUSS/ATTIC SPACE INSULATION: OPENING PROTECTION WALL TYPE LEGEND
R-30 BLOWN IN INSULATION INSTALLED 2020 FBC—R R302.5.1
CASTCRETE PRECAST SYMBOL REPRESENTS
OVER ALL CONDITIONED SPACES ABOVE AND ATOP OPENIN65 FROM A PRIVATE GARAGE DIRECTLY
LINTEL SCHEDULE BACKSIDE OF GYPSUM BOARD CEILINGS. INTO A ROOM USED FOR 5LEEPIN6 PURPOSES CMU WALL-8"(7 5/")(U.N.O.)
SHALL NOT BE PERMITTED. INTERIOR FINISH: SMOOTH, BRUSHED JOINTS-PAINTED
TYPE DESIGNATION SEPARATE NON-CONDITIONED SPACES. OPENIN65 BETWEEN THE GARAGE AND EL.: 8'-1"AFF EXTERIOR FINISH TYPICAL:%"STUCCO
(GARAGE, AND ENTRY) RE51DENGE SHALL BE EQUIPPED WITH 50LID EXTERIOR FINISH WHERE SHOWN w/DASHED LINE:
F-FILLED WITH GROUT I U=UNFILLED WOOD DOORS NOT LE55 THAN 1-5/8" THICK, HARDIE PLANK HORIZONTAL LAP SIDING applied
raUANTITYOF#SFIELDADDEDREBARAT w/VERTICAL THERMAL BARRIERS USING
I BOTTOM OFU-LINTEL CAVITY FOR SOLID OR HONEYCOMB GORE STEEL DOORS NOT DIRECT TO CMU-7"EXPOSURE
1i1 GRAVITY LOAD R 30 BATT INSULATION. LESS THAN I-5/8" THICK, OR 20-MINUTE
8F16-1 B/1 T _ -- CMU WALL-8°(7%")(u.N.o.>
w/NON GROUTED CELLS INJECTED&FILLED w/R-9 MIN.
NOMINALWIDTH L111ANTITYOF III FIELD DUCT PENETRATION (AT GARAGE) EL.: 8'-1"AFF EXPANDED POLYSTYRENE FOAM INSULATION
ADDED REBAOF
NOMINAL HEIGHT COMPOSITE URLINTEOL FOR INTERIOR FINISH: 1/2"GYPSUM BIRD. ON 1x P.T. FURRING
UPLIFT LOAD 2020 FBC—R R302.5.2 EXTERIOR FINISH TYPICAL: 5/8"STUCCO
TOP OFDCOMPOS ADDED REBARAT DUCTS IN THE GARAGE AND DUCTS PENETRATING
D-LI"TEE MIN.(;;REO•D EXTERIOR FINISH WHERE SHOWN w/DASHED LINE:
1-1/2"CLEAR THE WALLS OR CEILINGS SEPARATING THE HARDIE PLANK HORIZONTAL LAP SIDING APLLIED
DWELLING FROM THE GARAGE SHALL BE DIRECT TO CMU-7"EXPOSURE
FIELD PLACEDC.MU. 39'_10'1 GON5TRUGTED OF A MINIMUM NO. 26 GAGE (0.48
MM) SHEET STEEL, I INGH MINIMUM RIGID CMU COLUMNS, &BEAMS @ ENTRY&LANAI:
o GRDDT For a5'-10"overall length U-lintel Type8F16-1B/1T: NONMETALLIC, GLA55 O OR GLA55 I DUCT REINFORED&GROUT FILLED CMU COLUMNS
16 _ Safe superimposed gravity load=4360 PLF 141-611 25'-411 BOARD, OR OTHER APPROVED MATERIAL AND EL.: 8'-1"AFF w/REINFORCED&GROUT FILLED
#S FIELD ADDED REBAR AT Safe superimposed uplift load=2080 PLF SHALL HAVE NO OPENIN65 INTO THE GARAGE. (COMPOSITE)PCL&BOND BEAM BLOCK BEAMS.
• BOTTOM OFU-LINTEL CAVITY Safe superimposed lateral load=339 PLF r H6 ALL EXPOSED SURFACES-STUCCO FINISH
7-5/8"ACTUAL PROTOMVIDE DI REINFORCING DWELLING—GARAGE SEPARATION BRG. PARTITION WALE-INTERIOR-4"(U.N.O.)
PROVIDED IN U-LINTEL ® 1/2"GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS 16"O.C.
H"NOMINAL WIDTH (SEE REINFORCING SCHEDULE)
� ■ ■ ■ - ■ � 2020 FBC—R R302.6 EL.: 8'-1"AFF @
CO ' 00 R&S THE GARAGE SHALL BE SEPARATED FROM THE w/CONT.2x4 P.T. SILL&DBL.2x4 TOP PLATES @ 10'-0"AFF
Beam Safe Applied Safe Applied I _ I --- ------- ■ (2x6 STUDS&PLATES WHERE SHOWN)
- WIC , � RESIDENCE AND ATTIC BY NOT LESS THAN I/2
Composite Gravity Gravity Uplift Uplift , 1„ �O , 1,
INCH GYPSUM BOARD APPLIED TO THE GARAGE BEARING PARTITION-GARAGE WALL-4"(U.N.O.)
Load Load Load Load I 10 -32 �' $" 5 -12 41-1111 " I 00 SIDE. ® 1/2"GYP. BIRD. EACH SIDE OF 2x4 WD. STUDS @ 16"O.C.
- ' HABITABLE ROOMS ABOVE GARAGE SHALL BE EL.: 8"-V AFF W/CONT.2x4 SILL AND DBL. 2x4 TOP PLATES @ 8'-1"
3 4'-1' I� ,--I N w/R-11 BATT INSULATION
8F16-1B-IT 6113 <1000 2724 <500 a3 O WIC SEPARATED FROM GARAGE BY NOT LE55 THAN
BED 3 = 1 II II 2x6 STUDS&PLATES WHERE SHOWN.
I � � (4)SH. I - I 5/8 IN. TYPE X GYPSUM BOARD OR EQUIVALENT. ( )
4 4'-7" 8' 0"FLAT CLG. '� ------- I 'n 5TRUGTURE(5) 5UPPORTIN6 A FLOOR / GEILING 0 (U.N.O.)
5'-4" 8F16-1B-IT 5365 <1000 2290 <500 I _' LINEN NON-BEARING- INTERIOR PARTITION-4" U.N.O.
2668 2668 I A55EMBLY USED FOR SEPARATION, SHALL BE 1/2"GYP. BIRD. EACH SIDE OF 3%"MTL STUDS @ 24"O.C.
5 5'-5' ■ PROTECTED BY NOT LESS THAN I/2 INCH GYPSUM w/MATCHING TOP&BOTTOM RUNNERS
8F16-1B-1T 4360 <1000 2093 <500 � � �
BOARD OR EQUIVALENT 0
= N = 6"WALL NON-BEARING- INTERIOR PARTITION-6"
6 5-11' 8F16-1B-1T 3480 <1000 1880 <500 I -1 '7------1 3 N 1/2"GYP. BIRD. EACH SIDE OF 6"MTL. STUDS @ 24"O.C. 00
■ cr) i ``3,o"xsp i N (,� w/CONT.TOP&BOTTOM RUNNERS LU
7 6-7 8F16-1B-1T 2661 <1000 1634 <500 I ATTICIPCCESS , ALL EXTERIOR MASONRY WALLS U M FIELD LOCATE 'T'
\\ BED 2 ACT AS SHEAR WALLS/PIERS NOTES: � M
9 9'-s" •--� _ V-----y 8'-0"FLAT CLG. ■ BASED ON RELATIVE RIGIDITY J
8F16-1B-1T 1533 <1000 914 <500 N w - - ALONG ALL EXTERIOR WALLS INSTALL VERTICAL FIREBLOCKING M
DA"
' (FURRING)@ 10'-0 o.c. MAX. TIGHT TO BOTTOM &TOP NAILERS.
12 11'-5' 8F16-1B-1T 1075 <1000 606 <500 N HALL M-1 I ALL OPENINGS OR CUTS TO BE SEALED w/FIRE CAULK OR FOAM. Q LL
8'-0"FL.CLG.
13 13'-5' INSTALL)/2"- INSTALL "HIGH STRENGTH CONTROLLED DENSITY U
81716-113-1T 1002 <1000 559 <500
14'-0" GYPSUM WALL BOARD AT ALL CEILINGS. J
14 14'-1" PRESTRESSED p I - USE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. d
8F16-1B-IT 1370 <1000 519 <500 O O I - I O
BATH 2 - INSTALL WOOD BLOCKING AT ALL INT. DOOR OPENINGS, CABINET
16 15'-5" PRESTRESSED M ,--I '
1T 4" 8F16-1B-1T 950 <1000 404 <500 , 4„ $,_10„ ' -t 11�AT CLG. 00 31_811 10'-02" „ I N LOCATIONS, RAISED TV JACK/PORTS,AND WHERE NOTED ON PLANS.
17 17'-5" PRESTRESSED � 41_4n � N � _ ,-1 ,--I o
8F16-1B-1T 750 <1000 347 <500
19'-4"
— — — — — — — — I EXTERIOR CEILINGS:
— —
IO
---------
I %2" MIN. THICK STUCCO ON Y8" HI-RIB LATH ATTACHED TO
■ ■ - - - _r ■ ■ OPENING PITCH BREAK HORIZONTAL AND/OR VERTICAL WOOD FRAMING �
8'-01, w/NAILS OR STAPLES @ 8" O.C. TO PROVIDE NOT LESS THAN 1%" Z
PENETRATION INTO HORIZONTAL WOOD FRAMING
LANAI 5h�o I AND Y4" PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS
' 8'-0"FLAT CLG. I PER ASTM C1063 AND STUCCO-ASTM C926
STUCCO FIN. _ Q DINING
(2)WAY 2/12 ,' v W
In io Q U5
614 1 `\ VAULTED CLG. ,' x I
o i v 15'10" NOTE: J
cI SLOPE
00 1 0" ; 1/8"PER FT. 1 �`\ 281.411 811 I SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL r
TRUSS TO TRUSS CONNECTORS AND FASTENERS.
THIS INCLUDES TRUSS-TRUSS, GIRDER-TRUSS,AND GIRDER-GIRDER
' = D4W4
■ _ \`\ N I CONNECTORS.
JEJ \ ,
� rl
■ ■ N `\ L
_ ---- ------ ---<
VERIFY THE ELEVATION(S) OF THE -
_ R&_S___00 _ KITCHEN HOUSE & FOOTINGS DEPTHS
--- WIC-- -,
GREAT RQ6M (3)WAY 2/12 REF. ; I WITH THE ENGINEERED SITE PLAN
, I VAULTED CLG.
C I (3)WAY, /12
,
VF
"FLAT CLG. ' VAULTED CLG. - w811 � 10'-Q" 22"x 2 INVRTED HIP \ I to
' / 18,_� N ° \\\ 10'-211 I ,
� I 2,-� „ IELp'Ll9F T I C7 `t --- � O
RANGE
I
■ 26 8 DW `\w/HO D '
w \.AB E (((p��) SQUARE FOOTAGE
w c
z III
A" `" LIVING 1,724
00\ MELE -1 7' �ER
-IGARAGE 404
00 13RPITCH BREAKI�EA @ s'-o° *\ ENTRY& PORCH 124
_ = EN SU E _ _ - 3068 PKT 3068 PKT LANAI 102
00 2 - o • ' BAT __ ■
40 �Q �� °
f V - 8'0"FLAT C r °O ' ' 11 -11 7'-1" 8' DATE 24 MAR 2021
N W o TOTAL 2,354
■ '/ ` i' A6'-
o I I-=1�N a I , , w LAUNDRY D w PANTRY DESIGN BY
ni \\ N , 1n �4-4- 4 -4 1 N i ; ; N 8'-0"FLAT CLG. h 8'0"FL.Cry.
\ = 2868 5 -2 I ' THRU ROOF - CHECKED BY
2868 I _ (4)SH. MODEL CAMELOT KW TM _SCHLI
- i DRYER VENT d
42"H.KN WALL i
w/36"x 36" i 2x4 WALL TOP @ 8'-1" ■ OWNER
TEMP GLASS ABOVE L r------R TI INSULATION= WHW—i
- ----------------; r------- AHU' I B U E D N G CRITERIA
MASTER L__ IN ATTIci ``'
I
EN SUITE I :c FOYER CRASH 0 BASIC WIND SPEED, Vult 170 MPH REV DESCRIPTION
'
8' - POLE BASIC WIND SPEED, Vosd 132 MPH
I aU - FLAT �,-------
PERIMETER FLAT CLG 8'-0" I w ; 9' 0"COFFERS I zz^X54', 1 ■ 1 P1 29 MAR 2021
I COFFER TO 8'-8" I w , I i aTT �a cEss I RISK CATEGORY II
FIELD Lot�*TJE 1 2 P2 21 MAY 2021
00 1 i _ a I --_ 3 P3 03 JUN 2021
' _____�_� WIND EXPOSURE C
I 3 ' - ETER,HOU ING
iD ■ ' ' O I k - ' INTERNAL PRESSURE 4 P4 26 AUG 2021
�� ------ I 2x4 BRG. ALL 200 A PANEL 10
MAIN 200
I a -j LOCATE IN FIELD ISCONNEC COEFFICIENT +/-0.18 5
w/TOP OF LATE @ 8'-1"
k E" r----- -- w/GIMPS HTS20 rOCATE IN F ELD COMPONENT AND CLADDING 6
N AT EACH RUSS ASD WIND PRESSURE (PSF) to 7
w/R-11 IN ULATION w I FULLY ENCLOSED STRUCTURE 8
1 1 I 1 I - n I w H
14 -4n I 5, 2 i L_ IMPACT GLASS:__X__APPROVED SHUTTERS-------BOTH
I i I -, 0 I op MAIN WINDFACE RESISTING SYSTEM
,
GARAGE o -
------- ----------' ; I 1 8'-0"FLAT CLG. oo N
I , I ABOVE INT.FIN FL. BUILDING & TRUSS DESIGN SHALL BE IN COMPLIANCE WITH:
- I 3 68 GLAZED i b N WIND DESIGN METHOD ASCE 7-16
LC_EAR GLASS
I 00 TEMP - THE 2020 FBC 7th EDITION CHAPTER 1609
' I THE 2020 FBC-R (RESIDENTIAL) 7th EDITION CHAPTER R301
NJ 10 ■ ■ NJ ■
I
SH 25 EGRE SH 25 EGRESS i 4"STEP I I
4 C I ■'-6" 4_6 I I 4'-8" -3.5 I m � U) U
I LL')
I
V_ I ,31-011 31_211 '-4' 31-211 51-611 , 31_411 I 1 181-811
(� (J
I I i I � � � }
6 678 18 o00
NTRY IMI7T U c�
PORCH i STUCCO FIN. I I Q _
8'-0"FLAT CLG. pBL 2X12 9'_1° __I I W A T E R - A I R - L A N D Y U) w Z
-1 ■ -----------STUCCOFIN----7- ■ --- --_' -------- (n H (�
■ ■ W LK 1 ■ ■ ■ = 16'x T O.H.SECTIONAL DOOR ■ ■ ■ 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 0 W
PIL---- --------------------------------- ------ North Port, Florida 34291-8049 fax413-687-9013 2
_ VINYL _ _ 12 _ _ CEILING 16 W
RAILING 12'6" LINE
Digitally signed b Christopher D Be rs Lu o
'-4' 111-211 , 4, ABOVE 2,_0' 161.011 21_01, N 9 Y 9 Y p o
Christo DN: c=US% , o=Unaffiliated, �/�
„ , 11 , 11 • V 0- co
13 -10 6-0 20 -0 - '�°
'• --Ii,.ou=A01410D00000172B9270F63000 B
39'-1 Beers = a =2DA, cn=Christopher D Beers
OVER ENTRY: TRUSSES OVER ENTRY +_ :� STATE OF �: Date. 2021 .09.28 15:49:03 -04'00' SHEET
DBL 2x12 w/%4"SHIM 9'-1"BEARING • O . A2
TOP OF BEAM @ 9'-1" ;o.•'•;'cLpRtpP, �{G.9;
1r'DEEP ENG.wD BEM %,s4sy4"""5uP��% CHRISTOPHER D. BEERS, P.E. FLOOR PLAN
■���r y y �.� FLORIDA LICENSE NO. 64594 SCALE: 1/4" = V-0"
1,J L 3 OF
ELECTRICAL DEMAND CALCULATION _
GENERAL LIGHTING @ 3 VA/FT= 3 VA X 1724 5172 VA
SMALL APPLIANCE CIRCUITS 3000 VA
DRYER 5000 VA
WASHER 1500 VA _
DISHWASHER 1440 VA
DISPOSAL 0 VA
REFRIGERATOR 1200 VA
WATER HEATER 4500 VA
RANGE 12000 VA
MICROWAVE 1800 VA
HOOD 500 VA
CEILING FANS 6 @ 240 (Pre-wire only) 1440VA r He— - - - - - - - - - - - - - - - - - - - - - -
EXHAUST FANS 2 @ 240 480 VA
OH GARAGE DOOR OPENER 510 VA
DEDICATD 50 A OUTLET 12000 VA
WELL PUMP (1 HP - VERIFY) 746 VA I / WIC
WIC '
POOL PUMP/EQUIPMENT 0 VA I BED 2 / '} i
51288 VA '
I � I
1ST 10,000 VA @ 100% 10000 VA I ��` '��
REMAINDER @ 40% 16515.2 VA
0
A/C - HEAT @ 65% 15000 VA *Q SD CO J
TOTAL 41515.2 VA I FAN/LIGHT ' '\ ;` '
PREWIRE i i `I xsp�
i LU
240 VOLTS I U `\`\` I LU
E I�C�PCC\TE '-- U Ln
ELECTRICAL CONTRACTOR I V-----
p
TO VERIFY ELECTRIAL CALCULATIONS 172.98 AMPS
z
AND SERVICE REQUIREMENTS USE 200 AMP SERVICE I SD CO s / ® w
/ FAN/LIGHT i i o J
BATH 2 I PREWIRE
-- H I L u BED 3 I a
WEATHERHEAD 200 AMP OVERHEAD �
ELECTRICAL LEGEND /" �� L PER FPL
ELECTRICAL COUNT SYMBOL 3 \ \ I 2 0 REQUIREMENTS ELECTRIC SERVICE a
Electric Meter 1 I \ I CU
+ \ (3) 3/0 THW—CU
Electric Panel 1 0 ° I (3) 2/0 THW—CU (1) #8 THW—CU GROUND
Disconnect I 1 1/2" CONDUIT 2 " CONDUIT
---- -- -- — — 3
rJ
Junction-220V 0220v I �� 2 " CONDUIT
LANAI METER HOUSING HVAC B.C. DISC
Light-surface mount/pendant {�
T PER FPL 200 A 200 A �
�,--- \ DIN,I'NG I REQUIREMENTS O FUSED 42 CIR. HVAC C.U. DISC
Light-incandescent pull chain I . `� ,; , `� \ �' 14
DISC. BREAKER
METER BY 0 PANEL W
Light-exterior flood/security FPL WELL PUMP DISC `-"
Light-Recesedcan ® I i `� �� � I HOUSE PANEL J r
FAN/LIGHT BOX i \ I (1) #4—CU 200 AMP— 1 P— 120/240V— 3 WIRE
Light-Recessed can vapor proof ®VP I I INSTALL LIGHT U .\ �, \ I GROUND #14 AWG COPPER TO LIGHTS & OUTLETS � v
ONLY \ #10 AWG COPPER TO WATER HEATER
Light-Ext.-Wall Mount-Coach `� ,' \, I CONNECT GROUND TO 10 AWG COPPER TO DRYER
FOUNDATION STL. AND # N
Light-Fluorescent I I \\`� GFI �-�- I (1) GROUND ROD 6' AWAY # 8 AWG COPPER TO RANGE O
Light-Fluorescent-UC GREAT \` -- - --< ' /'/
__________ ROOM REF ' 5/8" DIA x 8'-0" -ram
Light mount I --------- �-� i I LONG COPPER
g FI/DED GROUND ROD �
Receptacle- 110v �.\ �, �x'� \ \ " AFF — — — — — — —
00
I FAN/LIGHT.k ' i' a` KITCHET�
Receptacle- 110v-switched I i WIC i PREWIRE ,' I DUAL ELECTRODES OR 5/8" DIA x 8'-0"
Receptacle GFI GFI i r--- i r;; \.\ I TEST REQUIRED LONG COPPER
I I , I GROUND ROD
GFI/LED I i 22"x22" , i i -- RANGE
Receptacle GFI/LED COMBO I TTIc ACCE s I , i i \ O
Q I I F LD LOCAJE I i �\ , W/M.W.
p WP/GFI --- ,' L DW [ � w/FAN o� I ELECTRIC RISER
Receptacle WP/GFI 5 „ABOVE
DED I � I i� I ---
Receptacle dedicated I N.T.S.
GFI \'
Receptacle-dishwasher II IOv
p GFI \ W / \ % /� — \ \`, I ELECTRICAL NOTES:
Receptacle 4 Plex GFI I . I
Receptacle 220V-Dryer `� i \` \'� , o 0 0 0 / \ I 1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS
"Ov2. 200 AMP HOUSE PANEL&DISCONNECT.
Receptacle J I IOV&220V-Range �pr \ \, ------- I I _ i 3. ALL MATERIALS AND INSTALLATIONS SHALL COMPLY
oVm a \ I o b ELL PUMP w/APPLICABLE PROVISIONS OF THE CURRENT NATIONAL DATE 24 MAR 2021
T" \x S® r I I DE ATED LAUNDRY 48 AFF� c� ® ISCONNECT ELECTRIC CODE,STATE&LOCAL CODES AND ORDINANCES,
Water heater junction 220v 0220 LOCATE IN FIELD DESIGN BY
\ AND REQUIREMENTS OF FLORIDA POWER&LIGHT.
GFI GDO I �' `. FI I I i \ i — PANTRY I 4. SMOKE&CARBON MONOXIDE DETECTORS ARE REQUIRED.
Prewire For GDO � � i COND. CHECKED BY
(PREWIRE) I I I GFI I 14 SEER ELECTRICIAN SHALL SUPPLY AND INSTALL ALL SMOKE AND
Push button (GDO,Door Bell) T I I I / i I I C SMOKE/CARBON DETECTORS. MODEL CAMELOT KW_TM _SCHLI
i 5. All SMOKE DETECTORS SHALL BE A MIN. OF 3 FEET FROM
I ' I i ANY BATH OR LAUNDRY ROOM DOOR. OWNER
Switch 1 I E-------�
�__________________�/ _�__, L-�------J i i 1 6. FIELD VERIFY RECEPTACLE LOCATIONS
I i / r--- ---- I AHU i a U U- 7. ALL CIRCUITS, RECEPTACLES(INCLUDING GFI RECEPTACLES),
Switch-3 way I i j IN A_TT_I_C__ 00Lr)D a AND DEVICES TO BE ARC FAULT PROTECTED IN ALL ROOMS
FC�lYER i 1 PC J Ld fO O WHERE REQUIRED PER NEC 210.12.
/ I ® REV DESCRIPTION
Switch-4 way I I �� �.� / I i IN ATTIC I THE ARC-FAULT CIRCUIT INTERRUPTER(S)SHALL BE INSTALLED
4 I i �" i I _ '�, r----T-----1 ESCONNECT
ETER,HOUSING IN A READILY ACCESSIBLE LOCATION.-� i I 200 A PANEL MAIN 200 A 1 P1 29 MAR 2021
Chimes re-wire o 0 0 o , i / iI \ \ 1 22^Xsa" I LOCATE IN FIELD 8. ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY 2 P2 21 MAY 2021
' 6o"AGFF i ATTICACCEss I NEC 406.11
'� �, FIELD LocATE _ �OCATE IN FIELD 3 P3 03 JUN 2021
------- 9. RECESSED LIGHTING FIXTURES MUST COMPLY WITH
Door Bell-Ring(w/CAMERA) 2020 GBC ENERGY EFFICIENCY CODE 7th ED.TABLE 402.4.1.1
- 4 P4 26 AUG 2021
4 -----J i \ \ FIXTURES TO BE AIR TIGHT,IC RATED,AND IF INSTALLED IN 5
Cable TV Tv I i i I 'J i F--'------- I 31 THERMAL ENVELOPE,SEALED TO FINISH SURFACE. 6
i I I FAN/LIGHT I i I \. (TOTALY ENCLOSED). 7
Phone jack I i i U PREWIRE 10. GARBAGE DISPOSAL(IF PERMITTED)TO BE ON SWITCH g
MASTER i i i GFI GDO CONTROLLED OUTLET.
Smoke/CO detector I i i I i I �(PREWIRE) I 11. OUTLET(S)SERVING BOTH DISHWASHER AND GARBAGE
sDco ENSUITE I i I DISPOSAL(IF PERMITTED)SHALL BE LOCATED INSIDE CABINET
Exhaust Fan ® I I i i I i i I BELOW SINK FOR ACCESS.
------------------------, M i I 12. EXHAUST FANS IN BATHROOMS TO EXHAUST DIRECTLY TO
Ceiling Fan Light Combo Rough-In GARAGE I EXTERIOR OF STRUCTURE.
Solid lines-install Fan/Light 'I '� sD co '
13. KITCHEN OUTLETS TO BE GFI AND ARCH FAULT PROTECTED.
Dashed lines-pre wire only w/cover I � '� I � ____ --------� I
I ,\� i 14. FIELD VERIFY AC EQUIPMENT LOCATIONS.
15. ALL LIGHTING FIXTURES, RECEPTACLES,AND LIGHT SWITCHES
MUST COMPLY WITH ARTICLE 410 OF NEC..
i I I WP/GFI i - i I 16. PROVIDE GFI OUTLET WITHIN 25'OF BOTH AC H
AHU&COMPRESSOR. WATERPROOF OUTLET AT EXTERIOR U CN
FAN/LIGHT BOX`. `� ,j \ i / i =I 17. WIRE&INSTALL OUTLET AND ACTIVATOR SWITCH/BUTTON FOR C Oo
I INSTALL LIGHT ` ' \I i GARAGE DOOR OPENER. G J M
I ONLY_ i /' i I 18. ALL SWITCHES TO BE DECORA ROCKER TYPE. U
19. WIRE FOR HOOD ABOVE RANGE MUST BE HOME RUN TO HOUSE 0 J J
ENTRY PANEL. Q LL
I PORCH � � � � i 20. RESERVED. Y U) � LU Z
U i I 21. ELECTRICIAN TO SUPPLY AND INSTALL DOOR BELL CHIMES, U) U z
_ __________________ ___ \ I TRANSFORMER,AND ACTIVATION SWITCH. J O O
i 22. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS, O W J J ()
1 ,`_ - ------------------------------ - - INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATE OR .-i 2 LU
J
— — — — — — — J INSTRUCT CHANGES WITHOUT DOCUMENTS. U LU 06 Ur U)
- - -- ------ 2i O Q H J
U P 01 U)
SHEET
A3
ELECTRICAL
SCALE: 1/4" = 1'-0"
4 OF
TRUSSES OVER ENTRY
w/24"DEEP HEELS
TYP.ROOF FINISH: 2020 FLORIDA BUILDING CODE- RESIDENTIAL 7th EDITION
LAMINATED 12 ROOF VENTING CALCS PER 2020 FBC-R 7th ED. R806.2 BASIC WIND SPEED : 170 MPH
5
COMPOSITE SHINGLE 12 TOTAL ROOF AREA 2430 RISK CATEGORY : I I
CRICKET 5 SMOOTH COAT TYP.@ EA.PEAK NOMINAL WIND SPEED(vasd): 132 MPH
MIN 3/12 PITCH STUCCO 4x8 WOOD BEAM VENTING REQUIRED 2430 SF X 144 SQ IN/SQ FT X 1/300 SQ IN VENT/SQ IN ROOF= 1166 SQ IN FLOOD ZONE : ZONE X
SIZE FIELD DETERMINED -PAINTED HARDIE 8.1 SQ FT VENTILATION REQUIRED INTERNAL PRESSURE COEFFICEINT : +/-0.18
DECORATIVE LAP SIDING EXPOSURE CATAGORY : C
SMOOTH COAT BARN DOOR 7"EXPOSURE 40% MINIMUM IN UPPER ROOF= 3.24 SQ FT REQUIRED
HARDIE STUCCO 'Z'FACE
26 Ga.ALUM STRUCTURAL FORCES
LAP SIDING -PAINTED ACHIEVED WITH 4' LONG OFF RIDGE VENTING. ACTUAL FREE VENT AREA=.72 SQ FT/4'VENT
7"EXPOSURE DRIP FLOOR LIVE LOAD : 40 PSF
(REAR PORCH WALL) 26 Ga.ALUM FASCIA 5 TOTAL REQUIRED WITHIN T-0" OF MAIN PEAK= 3.6 SQ FT ROOF LIVE LOAD : 30 PSF
WRAP OVER FLOOR DEAD LOAD : 30 PSF
_ _ _ _ _ _ _ _
10'-1"Hi Roof Soffit _ _ P.T.SUB FASCIA ROOF DEAD LOAD : 25 PSF
(Integralw/Trusses) - REMAINDER TO BE ACHIEVED WITH VENTED VINYL SOFFIT
12
------ ---- --- - - -- 8V - 3.6 = 4.5 SQ FT REQ'D ROOF SLOPE : 5 ' 0"
MEAN ROOF HEIGHT : 13'-0"A.F.G.
8'-1"Truss BearingAS PER MANUF. SPEC'S VENTED VINYL SOFFIT IS 6.2 SQ IN/LIN FT=.043 SQ FT PER LIN FT.TOTAL SOFFIT LF= 184 X 0.043 = 7.912 SF
(Main) COMPONANTS 8c CLADDING
6'-9"T.O.Openings '_0 1 DEIGN PRESSURES:
(Windows/Doors) ZONE 1 : +23.3/-37.0
�\ \ TYP.O.H.
ZONE 2 : +23.3/-64.4
ZONE 3 : +23.3/-95.2
TEXTURED
STUCCO 3t � I ZONE 4 : +40.3/-43.7
@ COLUMNS/BM. H 2 I H 2 I I ZONE 5 : +40.3/-54.0
E RE S E RE S I � DOOR&WINDOW
VINYL RAILING WIND PRESSURE DESIGN LOADING
WINDOWS +38.2/-49.8
0'-0"Finish Floor
LA
OUTSWINGING DOORS +38.2/-41.6
(Top of Slab) / SECTIONAL GARAGE DOOR +27/-30
--- -- ----- -- -- --- - - -- --- LAMINATED
COMPOSITE SHINGLE -
NON IMPACT RATED IMPA ROOF FINISH
CT RATED + 38.5 4"RAISED + 27.0 -'
PVC SINGLE HUNG GLAZED FIBERGLASS
WINDOWS O.S.DOORS AND FRAME - 41'9 STUCCO BANDS 30.0 12
ASSEMBLY FLOAT FINISH J
FRONT (WEST) ELEVATION IMPACT RATED 12 5 0o
SCALE: %4" - V-0" SECTIONAL OVERHEAD 5 � M
DOOR,&FRAME
ASSEMBLY
J M
LL
Z J
Q Ln �
8'-l"Truss Bearing -
(Main) J
W 0
+ O d I.-:
Ln
o U-) �
PERFORATED M- x ,--i
VINYL SOFFIT w a
PANELS TEXTURED OPEN TO
STUCCO LANAI r�
FINISH BEYOND
SET GRADE 6"
W
(4"MIN.)BELOW
FIN.FLOOR
0'-0"Finish Floor Z
- --- - - - - - - - ----------- - - - - - - - - - - - ------- - - - --
(Top of Slab) _
U)
W
REAR (EAST) ELEVATION o
SCALE: %4" = V-0" '-
4'-4"
FULL HGT.TRUSS
@ BOSTON HIP
LAMINATED
N
COMPOSITE SHINGLE Q
ROOF FINISH
12 26 Ga.ALUM '-
5 DRIP
26 Ga.ALUM FASCIA
WRAP OVER
P.T.SUB FASCIA
8'-l"Truss Bearing
(Main)
F-----------I -------�
'_0 ' i \\ \ \\ i PERFORATED
ELECTRIC METER i i i i VINYL SOFFIT
AND HOUSE O TEXTURED \ _
STUCCO PANELS
DISCONNECT i ++ 38.2 39.2' i i +
FIELD LOCATE FINISH
r---- i - 41.7 � � i - 42.6
i \ i i SET GRADE 6"
� NON IMPACT RATED ------ Ii (4"MIN.)BELOW
DATE 24 MAR 2021
_____ L____ __J PVC SINGLE HUNG FIN.FLOOR DESIGN BY
i WINDOWS 0'-0"Finish Floor
----- ---_---� ---- ------- --- - --- -------------------------------------------------------- ----- ----------- (Top of Slab) CHECKED BY
REMOVABLE MODEL CAMELOT KW_TM _SCHLI
MTL STORM PANELS OWNER
RIGHT (SIDE) ELEVATION SLA O 4"CONC.
SLAB ON GRADERARE w/NUTS&EMBED ANCHORS TYP.@WINDOWS ONLY
FIELD LOCATE
SCALE: %4" = V-0"
REV DESCRIPTION
1 P1 29 MAR 2021
2 P2 21 MAY 2021
3 P3 03 JUN 2021
LAMINATED CD 3'-0" 4 P4 26 AUG 2021
COMPOSITE SHINGLE 5
ROOF FINISH F LL HGT.TRIL SS
BOSTON HIP 6
7
8
12 -
5
HARDIE
LAP SIDING
7"EXPOSURE
(SIDEWALLS OF ENTRY)
8'-l"Truss Bearing 8'-l"Truss Bearing
(Main) (Main)
6'-9"T.O.Openings -------
(Windows/Doors) 17 0) U Lo
i i \ \ NON IMPCT RATED TEXTURED U
i X i \ \ \ \ PVC FIXED GLASS MfflRvNMM STUCCO J J
\ \ - +40.3 TEXTURED U� }
rl� m
PICTURE WINDOW STUCCO
FIN SH @COLUMNS/BM. - - Q43.7 WATER AI R LAN D Y cn Z
SET GRADE 6" 1(4"MIN)BELLOW i \ ~ J 0 0
--� \ \ 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 LLI J J
FIN.FLOOR �------ 0'-0"Finish Floor J U
\ \ \ \ (Top of slab) North Port, Florida 34291-8049 fax 4-+ J 1--: Lu
0'-0"Finish Floor
(Top of Slab) - - - - - - - ------- ----- - - - --- ------------ - --------------------------- - - - - - - - , ��a � i r r r,` � � � �H D
+35.7 Digital) sig�� h tq her D Beers 'o o 0 � J
IMPACT RATED Christopher D p Q m
LEFT (SIDE) E L E VAT I O N PVC ASSEM1.D.&FRAME
AssEMBLY ou=A01 F630000B
SCALE: %4" = V-0" -
Beers 2DA, cn ri�tc , ier�� � 'Az - SHEET
Date: 202 9:Z$�.15.44:39FQ4'00' A4
�•�� SUS`.'' CHRISTOPHER D. BEERS, P.E. ELEVATION
'F94
'�► r t,ti►►' FLORIDA LICENSE NO. 64594 SCALE: 1/4 = 1-0
5 OF
1_HETA20 Lr) I_HETA2o ROOF SHEETING
J J 20'-0" MAX. 20'-0* MAX. Typical End Detail
(1)@ EA. TRUSS TO CMU WALL 0 (1)@ EA. TRUSS TO CMU WALL c "X' BRACE CONTINUOUS BO OM CHORD
M Ln L M ATTACHMENT DETAIL SEE DETAIL BRACING 2x4 MIN. SEE DETAILS 0
3N 30 9. 90 30 3N d N.T.S. 12
91- 9 rn � �0 90" 1. MINIMUM ROOF SHEATHING THICKNESS w
cr+ Lri+ N+ N+ Lri+ �+ PER TABLE R803.2.2 E ----
oG� C11 11 11 11 CO 3�ti� (2020 FBC 7th EDITION)G II II II II II II o
�� J II NJ II MJ II U II Ln
II �J II y
'Qx r d U�(D U�CD U�CD _ U�CD U�CD U�CD 1- ii x 170 MPH, EXPOSURE'C' o ---- 0 45 ,
U U G + U U UJ(3 ��2"(%")(20/40) 0 az rn2. MINIMUM NAIL SIZE: aom z Z6-3/16"
C4 , C1 1Od RING SHANK(MIN.2y LONG) mallo 0 ____ " ---- LLJ
C4 C1 RSRS-03(2y" xO.131") o� � z ----- oQ W
UL=89, Rw 132, RL 45 UL=89, Rw 13 , RL 45 5 a W ---- o ---_
G= R+142 II G= R+142 3. MINIMUM SCREW SIZE: W0.aiO m
C5 5 4-1 /2 �►, C2 #8x2y" �03 -- ---- Q 12"
UL=95, Rw 153, RL 96 G\�G�\� '�j LO L1� UL=95, Rw 15 , RL 96 4 FASTENER SPACING PER TABLE R803.2.3.1 �o � _ a 0
G= R+190 �x �'F� , J TOP CH RD: ��,�x G= R+190 (2020 FBC 7th EDITION) ----
I UL=14 Rw 85, = R 32 J p o X
C6 3 C3 170 MPH, EXPOSURE'C' 1 a
# N
UL=125, Rw 198, RL 146 UL=125 Rw 1 8 RL 14
T-1------- ------------------- ----------�---T 1 WITHIN 48"OF PERIMETER EDGE&48"EA. SIDE OF W a
J UL= 998 8' CI G UL= 998 RIDGE/HIP RIDGE
Q G= R+1681 v C L T2 G= R+1681
EGDE:3"o.c. NOTE:
T 2 T 2 FIELD:3"o.c. 1)CUS SHEETS FOR ADDITIONAL S TRUSS PERMANENT BRACING TOP do BOTTOM CHORD
GABLE END BRACING O
UL= 745, RW 741 1 11 UL= 745, RW 741, RL 189 THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR
G= R+1265 21611 G= R+1265 48"FROM PERIMETER EDGE&RIDGE/HIP RIDGE 2) "T- BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
o U ZT3
SEAM:6"o.c. BRACING
FIELD:6"o.c.
w � ,--1 T 3 T 3
x G= +1 3 746 21 UL= 880, Rw 746, RL 239 ° 4FT O PERMANENT TRUSS BRACING REQUIRED (MIN.)
G= R+1463 T4 G= R+1463 � _ _ _ _
t if
3z
w Ln �0 v LLnn o o UL= 728, Rw 591 I 8' CLG UL= 728, Rw 591, RL 23 0 w �1 a44� A N.T.S.
o x
J J G= R+1210 G= R+1210 LU z Z
aa a ------------------- ------------------- --------------------------------------- J U= 4FT - - -
T5 T5 < W 4FT WFT
LLn ° N N N N UL= 728, Rw 586 21 UL= 728, Rw 586, RL 236 =03 3 3 3 3 G= R+1256 G= R+1256 ¢ww OVERLAP TRUSS BRACING�Ln �o �Ln �v �v w m � �I PRE-ENGINEERED OVERLAP
00 rn M M N N =a WOOD TRUSSES AT LEAST ONE TRUSS 6"11p� rl N '42 M ,I.M Ln M Ln M� �1 4FT SPACE m
c,. �, II oll 11 II QII mll 8 CLG
rnJ 11 JII JII NJ II NJ 11 NJ 11
HE AT GABLE ENDS:
Qx U CD U�C7 U�C7 r DC7 r,�CD r,�CD H M
�98 O O 9 M GABLE OVERHANG FRAMING ITHOUT U �
U
' __ J M
i -- --- --- --- --- -- ---�6-- --- - J
U) R G 2 R RL+145 Ln T T 6 Z LL
Nm UL= 0, Rw 490 VAULTED LG UL= 586, Rw 565 RL 218 MINIMUM (2) 16d PER JOINT MINIMUM 2x4 SYP OR �
mQ 3 G= R+ 7 R+994 ROOF SHEATHING
UL=95 CS V 04 � T7 SPACED AT 15'-0' MAX. SPF TRUSS BRACING U
J R 153, RL 96 G��G� ��
G= R+190 �Fx N uL 730 \ ' / UL= 71� �� TRUSS BRACING OVERLAP DETAIL a J
�s6� U� G= R+1075 T8 G= R+11s1 %$ (1%2") APA RATED EXPOSURE 1 40/20 � U)
w o o T 8 0Ln T s T 8 ORIENTED STRAND BOARD ROOF SHEATHING N.T.S.
+ G= +24 W / UL= 569 SECURED TO TRUSSES USING FASTENERS AND SPACING � 0
� GL R+0325�'1CLCj °�� G= R+2481 x p T9 G= R+946 PER ROOF SHEATHING ATTACHMENT DETAIL � 0-
A'(� J
T9 T9 cn T9
Q GL R+218, R 374 r �; G Rw 218 L R+2276 W 1116 UL= 565, Rw 584 RL 258
G= R+940 NOTE: BIRDSEYE VIEW OR ROOF TRUSS
w
T10 UL= 270, Rw253 _j T10 ~ T10 T10 LAYOUT IS FOR PERMIT PURPOSES ONLY.
G= R+160, R-395 UL= 1406, Rw 1125 Q U I (� UL= 535, RW 598, RL 258
G= R+2367 w T11 G= R+928 PROPOSED ROOF PLAN The roof truss layout or birdseye view of the roof depicted on these Z
T 11 UL= T ^w LU T 11 plans are schematic designs only. If found that the final truss `~
G= R-843 UL= 21, Rw 114 UL= 522, Rw 565, RL 258 5 / 12 ROOF PITCH, 12 OVERHANG, TYP. uj
G= R+ s J T12 J G= R+868 12" OVERHANG @ ENTRY, manufacturer's layout drawings differ in configuration or bearing points
T 12 1 T 12 - COMPOSITE LAMINATE ASPHALT SHINGLES from this plan, it is the responsibility of the general contractor to have La yQ
UL= 913, Rw 946 g CLG Q Q UL= 917, Rw 934, RL 267 w OVER APPROVED FELT UNDERLAYMENTS said truss manufacturer's drawings reviewed and approved by the
G= R+1558 G= R+1560
� T 3 � x structural engineer of record, before the construction of the roof J
26 Ga. ALUM DRIP & 26 Ga. GALV. MTL FLASHING
T 13 1 T 13 system. The drafting company and the engineer of record will not be
GL R+1558W 951 UL= 916, Rw G=
'R 1559 L 303 PLUMB CUT FASCIAS: held liable for any discrepancies between this schematic roof truss
Q T 14 T14 T 14 ALUM WRAP OVER 2x END RAIL (SUB-FASCIA) layout / birdseye view and the final manufacturer's layout.
rz
UL= 910, Rw 951 I UL= 15, Rw 939, RL 338 HORIZONTAL PERFORATED VINYL SOFFITS �
G= R+1558 T15 G= R+1559
o T 15 T 15 G.C. TO VERIFY ALL CONDITIONS & MATERIALS i =
UL= 909, Rw 946 / I UL= 914, Rw , RL 373
w G= R+1556 T16 G- +1557
.�
m
~ � UL= 913, Rw 944 I VAULTED CLG UL= 913, Rw 927, RL 6
w G= R+1561 UL= 70 : T17 G= R+1553
UL= 909, Rw 944 i J i I 8' CLG UL= 909, Rw 944, RL 86 NAILS,QUANTITY,&SIZE CONNECTOR TABLE
G= R+1555 V U - 704 : T18 G= R+1555 CONNECTOR SCHEDULE PER CONNECTOR SPECS. e�wPeoN U'LFT6em FASTEN Q NFORMATION ADDMONAL NSTRUCT10NIS
p UL= 910, Rw 949 8' CLG ' T 18 CONNECTOR TAG PLACEMENT CONNECTOR UPLIFT FORCE LATERAL LOAD LATERAL LOAD lOd NAILS TO BE W�Tq
1 _ 1-1/2" LONG FOR HTS20 HTW20 1450 (20) IOD NAILS TOTAL
UL= 910, Rw 949, RL 353 PARALLEL TO PARALLEL TO z (2)HT520 (2)HTW20 2aoO (20) IOD NAILS EACH STRAP
M G= R+1557 ------ -------------------------------------------- R 1557 BEAM F1 BEAM F2 SINGLE MEMBER TRUSS 3 HIOA RT16A 1140 M) IODXI-I/2"NAILS TO RAFTER 4 (8)IOD TO PLATE
(10) lOd x 1-1/2" NAILS SPH4/b/8 SPTH4/b/8 1560 (12) IOD NAILS TO STUD
T 19 T 19 U) T 19 T19 T 19 TYPICAL TRUSS TO (1)SIMPSON 1810 340 725 WOOD TOCONCFETE
' 8' CLG EA. CONNECTOR is META20 - 1450 (T) IODXI-1/2" NAILS a 4"EMBEDMENT = TYP FOR HIP JACKS OR I-PLY TRUSSES
UL=429 Rw 512 UL= 396 Rw 550 J UL=487 761 UL= 514 Rw 513 RL 318 1-HETA20 MASONRY WALL HETA20
G= R+6 6 �rt R+78 Q G= R+ 55 G= R+762 (STRAP) 2C HETA20 - I810 (10) IODXI-1/2"NAILS 4 4" EMBEDMENT ! TYP FOR HIP JACKS OR I-PLY TRUSSES
3c HTAI6 ISlO (10) IODXI-1/2"NAILS 4 4" EMBEDMENT ! TYP FOR HIP JACKS OR I-PLY TRUSSES
T 20 T 20 0 T T20 T 20 (14) 10d x 1-1/2" NAILS 4C HTSM20 HTWM20 IIlS (8) IOD NAILS 8 (4) I/4"X2-3/4" TAPGONS TYP FOR MISSED STRAPS(NO LIMIT)
UL= 38`2 RW 483 UL= 530' W 615 00 I =416, R 681 UL=496, Rw 515, RL 312 TRUSS(ES)TO (2)SIMPSON 2500 1060 1310 5= (2)META2 - 1L185 (5) 1ODXI-1/2"NAILS EACH STRAP TYP FOR I-PLY TRUSSES/61RDER54
EA. CONNECTOR
G= R+4 2 1 R+920 o w G= R+1007 G= R+765 2-HETA20 MASONRY WALL HETA20 ADD 2x4 SCAB 12" LONG TO 6C (2)HETA20 - 2500 (l) I6D NAILS EACH STRAP 4 4" EMBEDMENT TYP FOR 2-PLY TRUSSES/GIRDERS
(STRAP) C - (2) HTAI6 2430 (10) 100 NAILS EACH STRAP 4 4"EMBEDMENT TYP FOR I or 2-PLY TRUSSES/GIRDERS
T 21 T 21 H Q J T 21 T21 T 21 1PLY TRUSS 8-16d NAILS oT1�1
UL= 30�, RW 389 n L= 744„RW 8 x � 1 _ 1 MOT MU&TI5 3965 5/8" ATR EMBED 6" 4 (22) 100 NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS DATE 24 MAR 2021
u UL= 277 R 522 UL=486 Rw 529 RL 312 ( ) ( ) / H6T HU6T 9790 2)3/4"ATR EMBED 10" 4 (8)[I6 FOR HOT] 100 NAILS ADD 4"TO EMBED FOR LINTEL BEAMS
V Q TRUSS TO PLATE STUD 1 SIMPSON 1450 -------- -------- 20 10d x 1-1 2" NAILS
G= R+471 81811 TRAY C L G= R+13 � G= R+797 G= R+775
en A x - 1-HTS20 WOOD FRAME HTS20 EA. CONNECTOR 3 F6TR - 5000 (2) I/2"X5"TITEN HD d (18)505I/4X3 TO WOOD MAY BE F6TRHL./R(3850 MAX UPLIFT) DESIGN BY
i BEARING WALL (STRAP) a (2)F6TR - 9400 (2) I/2"X5"TITEN HD d (IS) SDSI/4X3 TO WOOD(EA) MAY BE(2) F6TRHL/R(1200 MAX UPLIFT
T 22 T Z T 22 T22 T 22 5 HTT4 HTT4 4235 5/8" ATR EMBED 6" d (I8) I6D NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS CHECKED BY
UL= 34 Rw 429 UL= 66 Rw 6 IUL= 321 R 523 UL=493 Rw 532 RL 312
Q 6 HTT5 HTT5 5090 5/8" ATR EMBED 6" d (26) I&D NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS
G= R+ 38 G= R+10 Q m G= R+871 G= R+780 TRUSS TO PLATE/STUD MULTIBLE (x2)2900 -------- -------- (20) 10d x 1-1/2" NAILS HDQS-SDS PHDB 7650 7/8"ATR EMBED 12" 8 (20)3" WOOD SCREWS 3 I/2"MIN WOOD MEMBER MODEL CAMELOT KW_TM _SCHLI
(x)-HTS20 IN BEARING WOOD SIMPSON (x4)5800 EA. CONNECTOR s HHDQII-SDS UPHD9 I1&10 1" ATR EMBED 12" 8 (24)3" WOOD SCREWS 5 1/4"MIN WOOD MEMBER
T 23 T 23 U) T 23 T23 T 23 FRAME WALL/POST HTS20 e HHDQ14-SD UPHDI4 U710 I" ATR EMBED 12" a (50) 3"WOOD SCREWS 5 1/4"MIN WOOD MEMBER
UL= 338 RW 420 UL= 67 j Rw 645 Z IT
315, R 520 UL=492, Rw 532, RL 312 o MBHA NFMXXU 3165 3/4"X8"ATR EMBED FACE E TOP(1/2"TOP FOR NFM) ENGINEER TO SPECIFY USAGE ON PLANS OWNER
G= R+449 G=;R+1054 F- G= R+897 G= R+780 RPS22 KRP522 1-720 (8)16D NAILS EACH END NOTCHED PLATE REPAIR AT EACH PLY
SPECIALTY TRUSS TO (1)SIMPSON 3965 (22) lOd NAILS EA. GENERAL NOTEB
T 24 24 T 24 T 24 1-MGT MASONRY WALL MGT STRAP
T24 I)NAILING MAY BE REDUCED FOR LOWER UPLIFTS.PROVIDE(I) IOdXI-I/2"NAIL FOR EA 100 LBS OF UPLIFT(4 NAILS MIN).
UL= 31$ RW 383 UL= 75 „ 710 J w IUL= 270, R 493 UL= 487, RW 531, RL 312 2)MISSED STRAPS: PROVIDE HTSM2O/MTWM20 1-1/2" MIN EDGE DISTANCE.UNLIMITED USE MAXIMUM UPLIFT 1175#.
G= R+524 G- +1138 U G= R+871 G= R+778 FOR UPLIFTS TO 3G65#,PROVIDE MU6TI5/M6T REV DESCRIPTION
3) WHERE ENGINEER SPECIFIES REFERENCED STRAP FOR I-PLY TRUSSES,ADD 24"MIN 2x SCAB TO TRUSS CHORDS.
T 25 UL= 364, RW 4 T 25 UL 536 RW 531 T 25 T25 T 25 4)REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE 1 P1 29 MAR 2021
G= R+620 G R+775 IUL=429, R 582 UL= 488, Rw 536, RL 362 2 P2 21 MAY 2021
G= R+990 G= R+782
3 P3 03 JUN 2021
2 T 31 UL=46, Rw 38, RL 9 T 26 T 26 T26 T 26 4 P4 26 AUG 2021
m T3� +79 G= M P�ly'� IUL= 893, R 734 8' CLG UL= 391, Rw 460, RL 296 5
G= R 70 -1gb$g�i7 G= R+1435 G= R+699
H T 32 UL= 342, Rw 351 T 32 UL= 298, Rw 284 KEY: 6
z G= R+582 CLG G R �L � T27 " 7
_ UL : UPLIFT 8
p _-1 T33 _ G+ : GRAVITY LOAD
T m T28 T 28
x N N UL 434 411 #477 Rw 477 RL 180 PER TRUSS MANUFACTURER
U) y . . . . iENGINEERED
C 1 �� S x'O \� ao____ _ __ _ ____ R+75b� G= R+813 SHOP DRAWINGS ATTACHED
6 C 4 =89 T UL= 5 1 II T 29 UL=492
Q C 1 UL=89
w R 132 RL 45 _ _
+ G= R+142 - - - T3O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �
U M�� U ib�� r Ln 1
C7 UL=107 G��1 T 30 UL=48 Rw 37 RL 10 1 J
v� ce
x`bG' M 11 Rw 140,G= R+134 �M II G\, ``p G= R+81
T. CHORD: o
G 3 UL=42, Rw 45, RL 45 3 cD �x8r I p r1 0 3 = CN
0c U Ln U�o U Ln
2
13'-10" 6'_0" 20'-0" I L, J rn
T 27 UL- 87 11 11 T 27 UL= 907, Rw 734 T 27 UL=427 ~I J J }
G= R+312, R-18 r =U r,= G= R+1679 G= R+719 M1 T I 1-HETA20 OVER ENTRY: 1-HETA20
(1) @TRUSS ALONG LINTEL BM. Now DBL 2x12 w/Y4"SHIM T 33 UL= 675 ' CLG T 33 UL= 617 o T27 " Q a �
TOP OF BEAM @ 9'-1" (1) @ TRUSS POINTS "AD, AB, Z, X,V, T, R" G= R+1100 T33 G= R+ 035 _`�
(n � wZ
Y
OPTION: AND BOTH ENDS "B & P" ]3 T HORD: �S' N N 21 'D 0 0
m
12" DEEP ENG. WD. BEAM �� _ - �- -- - ---- 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 0 w J _j U
TRUSS PLAN I 17z7/ I II North Port, Florida 34291-8049 fax 413-687-9013 V w od (D (� w
SCALE: 1 " = 1'-0" J3 L=94 153 95 11 oO0-L t -o� z I CC U
�4 I ���� -�N Q�Ln Ca - - - - • '��y r r� .�1 G 0 -I
U +J , 3+ N� �� T30 s Digitally signed by Christopher D Bee O Q m O
�+ 11 qh i , r
„ 11 � ^11 � � � � DN: c=US, o=Unaffiliated, � U � ~� �
LnUGo n J 11 - �� '• ou=A01410D00000172B9270F63000
J
nfl
�F-N = ' : �,:o� 2DA, cn=Christopher D Beers SHEET
T of � Date: 2021.09.28 15:43:00 -04'00' A5
PARTIAL TRUSS PLAN @ FRONT os A.
0R%0Q::��
SCALE. /4 = 1 -0 J 4 % CHRISTOPHER D. BEERS P.E. ROOF PLAN
`- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r�.S94"* S'J�. SCALE: 1/4" = 1'-0"
����F F y y��. FLORIDA LICENSE NO. 64594
6 OF
IF OVERHANG EXCEEDS 12" GENERAL NOTES:
INTERMEDIATE BATTENS ARE
REQUIRED 12" O.C. WIRE LATH STRAP DBL TOP PLATE TO 1) FINISHED FIRST FLOOR ELEVATION IS ASSUMED AT 0'-O"- VERIFYACTUAL ELEVATION WITH THE
OVERHANG DOES NOT REQUIRE EA. STUD USING SIMPSON SP ENGINEER'S SITE PLAN
BATONS IF 12" OR LESS 5/8" stucco (horizontal application) and STRAPS. ADJUST THE STRAP SIZE 2) CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS AND SHALL NOTIFY ENGINEER
PRE-ENGINEERED WOOD TRUSSES 7/8" thick stucco (vertical application) on PROVIDE SIMPSON HTS20 TO MATCH STUD WIDTH. IMMEDIA TEL Y OF ANY ERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO COMMENCEMENT
WITH GALV. BEARING PLATES 3/8" hi-rib lath attached to horizontal and HURRICANE TIE AT EACH TRUSS OF WORK.
COMPOSITE SHINGLES ON #30 FELT OVER OR PEEL & STICK vertical wood framing with nails or staples 3) ALL MATERIALS, EQUIPMENT, CONNECTORS, AND WORK SHALL MEET OR EXCEED THE DESIGN
5/8" OBS (MIN) - SHEATHING SEE ROOF SHEATHING to provide no less than 1-3/4" penetration o DATA AND COMPLIANCE CODE CITED.
ALUMINUM DRIP EDGE ATTACHMENT DETAIL SH#A5 into horizontal wood framing and 3/4" _--_------, 4) ENGINEER IS NOT RESPONSIBLE FOR ANYSUPERVISION DURING CONSTRUCTION.
26 GAUGE (MIN.) penetration into vertical wood framing 5) THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, METHODS
ro
AT 12"ATTACH WITH ROOF NAILS p g AND TECHNIQUES REQUIRED FOR THE CONNECTIONS OF ALL ROOF, WALL AND
FASCIA NAILS O.C.; STAGGER WITH 12" BEAM - SEE TYPICAL SECTION
OVERHANG members FLOOR SYSTEMS. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER.
FA
26 GAUGE (MIN.) AT BLOCK WALL 6) THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON
ALUMINUM FASCIA OVER BAFFLE/VENT CONTRACTOR TO FILL LAST COMPLETION ACCORDING TO PLANS AND SPECIFICA TIONS. STRUCTURAL MEMBERS ARE NOT SELF
2x4 END RAIL; ATTACH CELL SOLID WITH CONCRETE AND SUPPORTING DURING CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL PERMANENTLY
2x4 TO TRUSSES WITH (1) #5 BAR VERT. FOR FRAME WALL APPLIED TO STRUCTURE. THE ARCHITECT ASSUMES NO LIABILITY FOR
(2) 12d, FACE NAILED ATTACHMENT THE STRUCTURE DURING CONSTRUCTION UNLESS THE CONSTRUCTION METHOD AND BRACING ARE
ATTACH FASCIA WITH ROOF INCLUDED IN THE PLANS AND SPECIFICATIONS, OR ARE SUPERVISED BY THE ARCHITECT
NAILS AT 12" O.C.• STAGGER 2X STUDS TAPCON SCREWS #10 X 3 DURING CONSTRUCTION.
DRIP EDGE NAILS OR PER ENERGY CALC'S FOR APPLICABLE WIDTHS 5-1/2" LG. REDHEADS W/INSULATION R-30 SEE WALL SECTIONS 5- 16" O.C. OR 1 DIM. X 7) ALL MODIFICATIONS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER.
PREFINISHED PERFORATED �'• 5/8" DRYWALL OR AND STUD SPACING 2" DIM. X 1/8" WASHER
VINYL SOFFIT- ATTACH 1/2" CD. BOARD CLG.
TO WALL WITH "F" CHANNEL
USING "T-NAILS" AT 16" O.C. (MIN. SINGLE 8" U-BLOCK WITH (1) 2X BLOCKING
5/8" LENGTH) AND TO FASCIA BOARD #5 RE-BAR TOP CONTINUOUS AS REQUIRED
AND BATTEN WITH 0.12" DIAMETER, IN EACH U-BLOCKBY FLORIDA
1-1/2" LONG, SMOOTH SHANK NAILS BUILDING CODE STUD ALONG BLOCKI.E °0
AT 12"0 ROOFING COIL NAILS) RESIDENTIAL WALL TO BE P.T. v 1
HURRICANE STRAP @ EA. TRUSS; J rn
ALL STRAPS TO TRUSSES SHALL 1/2" X 8" WEDGE ANCHORS @ 32" O.C. CLIP EACH TRUSS J
BE AS DESIGNATED ON PLANS �- (SEE FLOOR PLAN FOR TYPE) 11
W/ (2) WASHERS & NUTS can u
FRAME OUT TO U
VERTICAL REINFORCING - SEE PLAN (n BLOCK EDGE O J
FOR LOCATIONS. 1- #5 RE-BAR TYP. a
UNLESS NOTED. FILLED W/ 3000 PSI DBL 2"x 12"wo D BEAM
cn
CONC. STD. 900 HOOK TOP & BOTTOM •� CONCRETE FOOTER I STUD ANCHORING:
MIN. 25" LAP. PROVIDE INSPECTION j ; STUD TO TOP PLATE, 0
HOLES. WINDOW 7/16"os6 w/sd
SIMPSON SP4 OR SP2 Ln a-
BLOCK FILLED INJECTED COMMONS @ 6" ON
FOAM INSULATION R-9 MASONRY TO FRAME BEARING WALL CONNECTION (4)SIMPSON STRAP EDGES & 12" IN ' 2x4 SYP @ 16" O.C. TO 48" HIGH
LSTA15FASTENED W/
FIELD
1/2" DRYWALL OVER (12)10d NAILS EACH i 2x6 SYP @16"O.C. 48"TO
1x2 P.T. WD. FURRING NOT TO SCALE il
8"x8"x16" CONC. BLOCK 72" IN HEIGHTWOOD BASESIMPSON SP4 OR SP1 --
�� BEAM-SEE FLOOR 4"X4"WOOD OR 6"X6"WOOD OR USP TP4X FROM
4 CONC. SLAB, 3000 PSI, W/ PLAN FOR SPECS POST CENTERED i
DECORATIVE FIBERMESH OR 6X6X10/10 WWM ON CBS WALL 2x4 P.T. STUD TO BOT. PLATE
CECORATI E ON A 6 MIL VISQ�UEEN VAPOR
BARRIER W/ TAP D & LAPPED CBS WALL LINTEL W
COATING JOINTS, OVER TERMITE TREATED, , a POST CONNECTED TO CBS II
(1) COURSE 9 BLK WALL W/SIMPSON ABU44 OR ABU66
WELL OMPACTED EARTH , 1/2"x8'WEDGE ANCHOR
(4) 10d EACH SIDE FASTENED W/1/2"X 6"TITEN HD �s;
GRADE SHALL BE OF 2x4 TO BEAM AND(12)6d NAILS INTO POST AT 32" O.C.
N4" BELOW FINISH \ M
FLOOR LINE `�� �� �� �� X i�� �� SIMPSON HETA18 10d AT 4"O.C. BOTH SIDES `
\ • • / \�\�\�\�\�\� EACH END OFSEE 8" CMU WALL N
\ \ \ \\ \\ \\ \\ \\ \\ EACH BEAM FOR BEOAM SPEC.CN i SUPPORT COLUMN
/� / / // /� // // // ' BUILT-UP 2x4's OR ° c
4x4 POST WOOD BEAM TO - • p� =
16"wx 16"H CONC. FOOTING `\ /i�\\i� \ice\\i�\ \\ (2)SIMPSON HETA18's CBS WALL ATTACHMENT KNEEWALL DETAIL
\� `)1 I I W/(10) 16d EACH TO
W/(2) #5 BARS CONT. 119
\�\\/\\j\\j\\j\\j\\/��\' FILL MUST BE CLEAN AND '�
\ rr ;�'� I I I POST
(OR AS NOTED ON FND. PLAN) N.-
COMPACTED TO A MINIMUM ;; ;;•. TYPICAL BLOCK r; NOT TO SCALE NOT TO SCALE m
OF 95% OF THE MODIFIED -' WALL
T '
PROCTOR MAXIMUM DRY DENSITY
TYPICAL WALL SECTION ` TIE BEAM
" ALTERNATE HOLDOWN:
NOT TO SCALE USE(2)SIMPSON MSTAM24 ���,•
WITH (9) 10d AND(5)
II , -
;; 1/4"x2-1/4"TITENS
TRUSS CONNECTOR NOTES: " '�`•=
1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAP
AT EACH TRUSS TO TIE-BEAM CONNECTION,
UNLESS NOTED OTHERWISE. :: : : :' HEADER AT RAISED ENTRY/CMU WALL
•��.NIA°
II •II
NOT TO SCALE n
II II I; N N
II
LO DATE 24 MAR 2021
N
R703.4 Flashing. t6 N DESIGN BY
Approved corrosion-resistant flashing shall be applied shingle-fashion in a manner to prevent entry of water ENTRY CMU COLUMN/HEADER MINIMUM 2x4 CHECKED BY
into the wall cavity or penetration of water to the building structural framing components. Self-adhered BARS PER PLAN
CROSS BRACING 2—#5 BARS CONTINUOUS „ MODEL CAMELOT KW_TM _SCHLI
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 LAP & 1 —#5 w/25 MIN LAP
the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade i LOCATIONS) VERTICAL BAR AT CORNER OWNER
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 8" REV DESCRIPTION
equal. FILLED BLOCK 1#5 1X8 P.T. DOOR BUCK 1 6„ 1 P1 29 MAR 2021
CONTINUOUS BOTTOM CHORD BRACING
ATTACHED E 1 H E D NAILS 2x4 MINIMUM BEAM CORNER DETAIL 2 P2 21 MAY 2021
1X2 P.T. FURRING 1/2"DRYWALL 1 4"FROM EACH END AND 3 P3 03 JUN 2021
12"O.C. (DREG ELL LEAF)& FOOTING AT CORNER NOT TO SCALE 4 P4 26 AUG 2021
CROSS BRACING DETAIL (TYP.) 5
BRICK MOLDINGS NOT TO SCALE 6
1X2 P.T. FURRING NOT TO SCALE 7
WINDOW FRAME HINGED SWING DOOR g
ATTACH TO CONC. BLOCK DETAILS AND
THROUGH WOOD WINDOW
BUCK W/3/16"X 2-3/4"TAPCONS.
FILL ALL HOLES. 1-1/4"MIN EMBEDMENT
LFOIL--' OOR JAMB ATTACHED W/1/4"X 3 LE TAPCONS SPECIFICATIONS
1X4 P.T.WINDOW BUCK CASING @ 6" EACH END&18"O.C. (SINGLE LEAF)&
ATTACHED W/1-1/2""T"NAILS 1X2 P.T. FURRING 12"O.C. (DBL LEAF) 2X6 BLOCKING FOR
@ 18"O.C.VERT 1/2"DRYWALL 2x6 PT with 1/2"x 7"wedge anchors with square washers BRACKETS -
I
TYP. STUCCO MOUNTING F—
JAMB
BRACKET FOR �/ III U �
EXT. SWING DOOR GLIDE ROD C
WINDOW ATTACHMENT DETAIL 1/2"DRYWALL 2x6 P.T. S.Y.P. BUCK c J
NOT TO SCALE —1X2 P.T. FURRING ATTACHMENT DETAIL
I J co
ONE 1/2"x 1-5/8" LAG MOUNTING W A T E R - A I R - L A N D Q 0- L
NOT TO SCALE SCREW PER TRACK BRACKET BRACKET FOR W
AS PER MANUFACTURER SPRING Y ~ — z
6109 ranc Palmetto Way r_hrisbeers@byu.net 941-628-0635 � J O � O
1X2 P.T. FURRING DOOR FRAME North Fort, Florida ;34291-8049 fax 413-587-901 3 O W J J
ATTACH TO CONC. BLOCK 16 WEDGE ANCHOR 12 GA. GALV. STEEL VERTICAL TRACK J
TWO(MIN.) a--� J � � � W
THROUGH WOOD DOOR NOMINAL VERTICAL #5 1/4"TAPCON
BUCK W/3/16"X 2-3/4"TAPCONS. REBAR(TYP.) TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK THRU 2X BLOCK �; k I + BeersU w 05 (D U U
INTO CMU; MIN. Digitally signed by Christopher D N 2i >- —�
FILL ALL HOLES. 1-1/4"MIN EMBEDMENT Q •r-�
z o, INSTALLATION DETAIL N.T.S. � � J
O CONCRETE FILLED CELL LENGTH OF 4" �• }her DN: c=US, o=Unaffiliated, Q11m 0
co
GARAGE DOOR BUCK INSTALLATION x ou=A0141 OD00000172B9270F63000 B U cn
8"x16"CMU HEAD GARAGE DOOR SPRING BUCK INSTALLATION 4 1 ••
USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED
63
.. ; 1X6 P.T. DOOR BUCK WITH A MINIMUM OF FOUR 1/2"p WEDGE ANCHORS USE 2x8 PRESSURE TREATED WOOD BUCK ri 2DA, cn=Christopher D Beers
ATTACHED W/1-1/2""T"NAILS BUCK ABOVE GARAGE
�� �� WITH 3"WASHERS STARTING AT 8" FROM EACH END OF SUFFICIENT HEIGHT TO S{ Date: 2021.09.28 15:40:54 -04 00 SHEET
TYP.STUCCO @ 18"O.C.VERT 8 X 16 C.M.U. DETAIL AND SPACED NO MORE THAN 32"o.c. ACCOMMODATE BRACKETS. ATTACH DOOR OPENING; ATTACH
CONCRETE NAILS ® 4" O.C. STAIE OF i J
CONCRETE NAILS AT 4"O.C. M O S 1
NOT TO SCALE GARAGE OVERHEAD DOOR CONNECTION - i "*-. o tio�.`�•'
S.G.D. ATTACHMENT DETAIL . "'••-�•• ' .�' * CHRISTOPHER D, BEERS: P,E,
STRUCTURAL
}, 4 * S SCALE: Custom
NOT TO SCALE NOT TO SCALE '0 � , � 1 , , �ti• FLORIDA LICENSE NO, P345 4
9 OF
100 GENERAL PRE-MANUFACTURED
100.1 MATERIALS WINDOW AND SLIDING GLASS DOOR DOOR (I.E., SGD) BUCK INSTALLATION TRUSSES
100.1.1 MASONRY UNITS- WOOD BUCK STRIPS SHALL BE "ONE BY" PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT
TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR SGD FRAME. BEAM BLOCK
CONCRETE MASONRY UNITS SHALL BE HOLLOW OR SOLID 100.5 FRAMING NOTES
UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND 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 100.5.1- 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 ALL WALL AND SHINGLE ROOF SHEATHING SHALL BE 19/32" MINIMUM TAPCONS (THROUGH THE WINDOW OR SGD FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF FOR DETAILS
COMPLY WITH "SPECIFICTION FOR MASONRY STRUCTURES" C-D PLYWOOD SHEATHING OR OSB. 1-1/4" OF PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER
ACI 530.1/ASCE 6-05/TMS 602-05: PART 2 & 3 100.5.2- THE MANUFACTURER'S INSTALLATION DETAILS.
ALL ROOF SHEATHING SHALL BE STAGGERED WITH THE LONG PRIOR TO ATTACHING THE WOOD BUCK TO THE CONCRETE, BOTH MATING SURFACES SHALL
100.1.2 MORTAR- HAVE A BEAD OF ADHESIVE/SEALANT APPLIED TO BOTH SURFACES TO ENHANCE THE STRENGTH HORIZ REBAR IN BEAM BILKWI
SHALL BE EITHER TYPE M OR S IN ACCORDANCE TH DIMENSION PERPENDICULAR TO THE FRAMING. OF THE JOINT.ASTM C 270 r,4-#5
SEE TYP. WALL SECTION FOR
100.1.3 GROUT- 100.5.4- DETAILS
SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 ALL INTERIOR FRAME BEARING WALLS AND ALL EXTERIOR FRAME WALLS ENTRY DOOR LIMITATIONS AND BUCK INSTALLATION ACTUAL CHANGE BEAM
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" TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME.
BUCK STRIPS SHALL BE "ONE BY" PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT ELEVATION DETERM. INED IN
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
WEDGE ANCHORS AT 32" o.c. 1-3/4" NAILS AT 16" O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16"
1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 476. 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 ®39" FROM #5 HORIZ REBAR IN BEAM BILK FOR APPLICABLE WIDTHS
318, SECTION 5.3. INSTALLATION OF CONCRETE SHALL BE REQUIRED 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 e MIN. LAP ON VERT. REBAR AS REQUIRED
100.5.7-
100.1.6 METAL ACCESSORIES- OR TIE BEAM.
JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC 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"A-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"x 8" HOLE; SET IN -
GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. 101.1 DESIGN SIMPSON SET EPDXY OR EQUIVALENT. #5 REBAR e
METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION 101.1.1- 4) FIBERMESH FIBER REINFORCED CONCRETE MAY BE USED IN LIEU OF THE 6x6x10/10 WELDED VERTICAL e
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. e m
CLASS 1. FOUNDATION PLAN AND THIS SHEET.
LU
100.1.8 FASTENERS AND CONNECTORS- 101.1.2 - CONCRETE FOOTER
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 U Ln
rn
COMMON WIRE NAILS. FOR EXAMPLE, BID = 2 1/2 INCHES OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING 1. CONSTRUCTION METHODS SHALL COMPLY WITH ALL STATE AND LOCAL CODES. J
LONG X 0.131-INCH DIAMETER. SEE TABLE 8.8A IN THE ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE M
NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH. 2. GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS TO VERIFY DIMENSIONS, NOTE: NON BEARING WALL DETAIL IS IN
101.2 CONSTRUCTION DETAILS, AND/OR ANY DISCREPENCIES PRIOR TO CONSTRUCTION. Z L1-
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- BEARING WALL CONNECTION Q
ALL FRAMING LUMBER SHALL BE HEM-FIR, S. PINE, OR 101.2.1- COMPLIANCE WITH SECTION 1609 ONLY OF THE FLORIDA BUILDING CODE. FLORIDA BUILDING CODE 7TH EDITION to ~'
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 MEANSNOT TO SCALE H 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 ELEVATION DETAIL 0
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. J
100.1.8 WOOD LVL BEAM MEMBERS 101.2.2- 5. UNLESS OTHERWISE NOTED, ANY OPENING GREATER THAN 6' IN A MASONRY WALL d
FOUNDATION STEMWALLS SHALL BE AS THICK OR THICKER THAN THE WALL SHALL HAVE THE CELLS ON EACH SIDE FILLED WITH CONCRETE AND (1) #5
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. (2) 2x12 BEAM WITH (2) FULL LENGTH STUDS, AND FOR OPENINGS GREATER CONNECT TRUSSES TO LOAD BEAR ,'�-IO
101.3 FOOTING DOWELS THAN 6' USE (2) 202 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. GALV. CAP
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 N
ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND the climatic and geographic design criteria as limited by the Z
THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID provisions of this section. Additional criteria shall be set forth in 5
MASONRY SHALL BE FULL HEAD AND BED JOINTS. Table R301.2(1) of the Florida Building Code 2020 7th edition.
106 OPEN STRUCTURES C..�
lOO.2.2- 106.1- 8. Flame spread and smoke index for wall and ceiling finishes shall 2" DIA. GALV PIPE -- -
BED JOINTS SHALL BE 3/8 INCH (+ 1/5 INCH) THICK. HEAD be in accordance with Sections R302.9.1 through R302.9.4. -------------------------- --- `�
JOINTS SHALL BE 3/8 INCH (+ 3/8 INCH OR -1/4 INCH) THICK. COLUMNS SHALL BE CONSTRUCTED OF STANDARD MASONRY UNITS OR ---
PILASTER BLOCK OR MAY BE CAST IN PLACE CONCRETE. MAXIMUM COLUMN 9. Flame spread and smoke-developed index for insulation shall be
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. I I II I I tn
ONE IN EACH CORNER.
.
THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS CONTAIN A MINIMUM OF FOUR VERTICAL BARS I I I (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 I I I OF 1/4 INCH TO A MAXIMUM OF 3/4 INCH. NOTED ON THE PLANS La8x8 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 I Q
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 p J
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. SET BALLARD 12" M
106.2- FROM APPLIANCE
CONSTRUCTION. WHEN MASONRY UNITS ARE LAID IN STACK BOND, O
9-GAGE (MINIMUM) HORIZONTAL JOINT REINFORCEMENT, IN CONNECTION OF COLUMNS TO THE FOUNDATION BELOW AND TO THE BOND 11. Ceramic the surfaces shall be installed in accordance with ANSI 2X12 HEADER NOTE:
ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 2 2X12 TO SANDWICH (2) SIMPSON "LSTA21" 07
PLACED IN BED JOINTS AT NOT MORE THAN 16 INCHES ON CENTER. BEAM AT THE TOP SHALL BE AS FOLLOWS: and A137.1. N I N I I ( ) M v
1. 8x8 INCH COLUMN; ONE NO. 5 STANDARD 90 HOOK INTO THE SUPPORT I (1) 1/2"PLYWOOD W/ STRAPS PER SIDE PER
100.2.5- AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. Z Z (2)ROWS OF 3"NAILS @ HEADER
LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY 2. 8x16 INCH COLUMN; TWO NO. 5 STANDARD 90 HOOKS (ONE IN EACH GALV. COLLOR 5 II I 5 II II 6"O.C.
EMBEDDED IN MORTAR OR GROUT NTH A MINIMUM COVER OF 5/8 CELL) BOTH AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. II II II II r!
INCH WHEN EXPOSED TO EARTH OR WEATHER AND 1/2 INCH WHEN 3. 12x12 INCH COLUMN AND 16x16 INCH COLUMN; FOUR NO. 5 STANDARD I
NOT EXPOSED TO EARTH OR WEATHER. 90 HOOKS (ONE AT EACH VERTICAL BAR) EXTENDING FROM THE FOUNDATION L
AND SPLICED WITH THE VERTICAL COLUMN REINFORCEMENT FOR THE BOTTOM;
WI
100.3 REINFORCING STEEL GENERAL THREE N0. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT TOP, MINIMUM, L_J•' _ •• .• •• • ' • � •• '• •t_J NOTE: 1/2" 0 WEDGE ANCHORS, 8" �
100.3.1- AND EACH SPLICED INTO A VERTICAL COLUMN BAR FOR CORNER COLUMNS; & - --- �� � - -�-�- 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 NO. 5 BARS. EXCEPTION: WHERE SPLICED TO SEPARATE VERTICAL COLUMN BARS FOR COLUMNS NOT LOCATED WITH WEDGE ANCHORS 32"O.C. FOR REMAINING WALL
MASONRY CELL OR BOND BEAM, ONE N0. 7 BAR MAY BE TAPCONS
TWO N0. 5 BARS ARE REQUIRED WITHIN THE SAME GROUTED IN A CORNER. (4) 1/4" X 2 1/4" FOUNDATION VERTICALLY UP WALL W/3" HOOK AND 3" O
106.3- m
SUBSTITUTED. 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 LIES SHALL NOT EXCEED THE LEAST BALLARD DETAIL 6 -° 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 C 5C ACE 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 ENTRY DETAIL ( )
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 TIE SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT 2. SPLICE LENGTHS SHALL BE A MINIMUM OF 25 INCHES FOR NO. 5 IN THE BEAM ABOVE. KING STUD (MIN)
BARS AND 35 INCHES FOR NO. 7 BARS (40 BAR DIAMETERS). SPLICES NOT TO SCALE
OF A NO. 5 BAR WITH ONE NO. 7 BAR SHALL BE A MINIMUM OF 25 107 WINDOWS
INCHES, AND TWO NO. 5 BARS WITH ONE NO. 7 BAR SHALL BE A
MINIMUM OF 35 INCHES. ALL EXTERIOR GLAZING MATERIALS SHALL BE IMPACT RESISTANT COVERINGS CERTIFIED
BY THE MANUFACTURER TO MEET THE REQUIREMENTS OF SSTD12, ASTM E 1886 AND ,('FF T a d a a a
100.3.4- ASTM E 1996. HOWEVER, IF PANELS MEETING THE LOADING REQUIREMENTS OF FBC a 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 a a a 4-
1. ALL REINFORCEMENT IS BENT COLD, AND MEETING THE REQUIREMENTS OF FBC 1609.1.2 ARE USED FOR OPENING PROTECTION CONCRETE FOUNDATION a
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 a AS NOTED ON PLANS a. d DATE 24 MAR 2021
BAR, IS NOT LESS THAN SIX BAR DIAMETERS, AND FOR THE 170 MPH WIND LOAD AND NOT THE WIND BORNE MISSILE TEST. THE CON- G a a
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT TRACTOR IS REQUIRED TO PROVIDE DOCUMENTATION FOR THE WINDOWS AND PANELS .q a a d DESIGN BY
BE FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TO DEMONSTRATING COMPLIANCE WITH THESE SPECIFICATIONS. 4 ° a a a
ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY 108 DOORS 4 a a CHECKED BY
EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A
SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT ALL EXTERIOR DOOR MATERIALS SHALL BE ABLE TO RESIST THE LOADING REQUIREMENTS MODEL CAMELOT KW_TM _SCHLI
TO 6 INCHES OF VERTICAL BAR LENGTH. OF THE FBC SECTION 1609.1 FOR THE 170 MPH WIND LOAD. THE CONTRACTOR IS
REQUIRED TO PROVIDE DOCUMENTATION FOR DOORS DEMONSTRATING COMPLIANCE 2x4 BLOCKS @ 16"O.C. FASTEN TO LOOKOUT W/TWO OWNER
WITH THESE SPECIFICATIONS. 10d NAILS AND CLIP WITH HCLH OR H4(IF MORE THAN
100.4 COVER OVER REINFORCING STEEL TT ;HF iFFIT 12"OVERHANG)OTHERWISE TOE NAIL W/TWO lOd NAILS
WINDOW, EXTERIOR DOOR AND PANEL CRITERIA I s I; TO GABLE TOP CHORD FRAME B RG. WALL W� OPENING
100.4.1- T _11 -GI USE USP HCLH (or L)OR SIMPSON
FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING THE MANUFACTURER'S SPECIFICATIONS AND TEST RESULTS FOR THE REFERENCED WINDOWS, H4 CONNECTOR AT ALL ENDS OF CROSS
SGD, DOORS AND PANELS IN REGARDS N COMPLIANCE WITH HAVEFLORIDA BUILDING CODE N T SI 2x4 LOOKOUTS BRACING-DO NOT TOE NAIL TYPICAL CONNECTOR DETAIL REV DESCRIPTION
BARS SHALL BE: 3 INCHES IN FOUNDATIONS WHERE CONCRETE SECTION 1609 FORA 160 MPH, 3 SECOND GUST, WIND LOAD HAVE BEEN REVIEWED AND
IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE ACCEPTED BY THE ENGINEER OF RECORD FOR USE ON THIS PROJECT WHEN INSTALLED 24"O.C. (TYP.)
EARTH; OR OR No INCHES FOR No. 5 6 AND LARGER BARS WHERE SMALLER
BARS IS IN ACCORDANCE WITH THESE PLANS AND THE MANUFACTURER'S SPECIFICATIONS. UP TO 2'O.H I NOT TO SCALE 1 P1 29 MAR 2021
FORMED AND WILL BE EXPOSED TO THE WEATHER. IN NARROW 2x4 ERBACK" TALLER
2 P2 21 MAY 2021
FOOTINGS WHERE INSUFFICIENT WIDTH IS AVAILABLE TO ACCOMODATE "X" BRACING(2x4)@MID AT VERTICALS TALL 3 P3 03 JUN 2021
A STANDARD 90 DEGREE HOOK AND PROVIDE THE REQUIRED CON- SOFFIT DETAIL POINT REGARDLESS OF HEIGHT THAN 48", FASTEN / 4 P4 26 AUG 2021
CRETE COVER, THE HOOK SHALL BE ROTATED IN THE HORIZONTAL AND AT QUARTER POINTS IF Od NAILS @ 6"0.
DIRECTION UNTIL THE REQUIRED CONCRETE COVER IS ACHIEVED. HEIGHT IS TOR MORE; 5
EXTEND BACK 3 BAYS 6
\�V4
100.4.2- USE USP HCLH (or L)OR SIMPSON
FOR CAST-IN-PLACE BOND BEAMS WHERE CONCRETE IS NOT TO SCALE TEXTUHARDIRED
SIDING OR H4 CONNECTOR A ALL ENDS OF CROSS 7
TEXTURED CEMENT FINISH BRACING- DO NO TOE NAIL 8
NOT EXPOSED TO WEATHER, THE MINIMUM CONCRETE COVER R704.2.1 Vinyl Soffit Panels ON METAL LATH &FELT
FOR REINFORCING SHALL BE 1 1/2 INCHES REGARDLESS OR TYVEK&5/8" PLYWOOD
OF BAR SIZE. Vinyl soffit panels shall be installed using fasteners specified by the manufacturer and shall be fastened at W/NAIL PRO 2x.075 @ 6"O.C. 2x4 BLOCKING @ 48'
DETAI100.4.3- both ends to a supporting component such as nailing strip,fascia or subfascia component in accordance PER ASTM C1063 GABLE END TRU FROM GABLE END B LS AND
FOR CAST-IN-PLACE BOND BEAMS WHERE CONCRETE IS EX- with Fig. R704.2.1. Where the unsupported span or of soffit panels is greater that 12", intermediate SEE ELEVATION '-0" BETWEEN TRUS
POSED TO WEATHER, THE MINIMUM CONCRETE COVER FOR nailing strips shall be provided in accordance with Fig. R704.2.2 unless a larger span is permitted in 10dBOTTOM CHORDS. SPECIFICATIONS
REINFORCING SHALL BE: INTO
NAILS L 6"O.C. __
accordance with the manufacture's product approval specification.Vinyl soffit panels shall be installed in INTO 2x6 PLATE
1 1/2 INCHES FOR N0. 5 BARS AND SMALLER,
2 INCHES FOR N0. 6 BARS AND LARGER. accordance with the manufacture's product approval specification and limitations of use. Fascia cover shall
be stalled in accordance with the manufacture's product approval specifications and limitation use. 8" U-BLOCK WITH 2x6 P.T. MIN.)ATTACH TO BEAM W/ _
100.4.4- WITH (1) #5 RE-BARV2"0 x 8(' ANCHOR BOLT AT 1/2" DRYWALL -
REINFORCEMENT BARS EMBEDDED IN GROUTED MASONRY CELLS TOP CONTINUOUS 3/6C.TAP"o W E lI' MINIMUM 777' � I 1 I'
SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR EMBEDMENT AT 12"O.C. I I I I I
7
FINE GROUT OR 1/2 INCH FOR COARSE GROUT BETWEEN VERT. REINF. E EMBEDMENT F7
II I1 I� U
REINFORCING BARS AND ANY FACE OF A CELL. SEE PLAN I + �, j L i Lo
100.4.5- 8"CMU WALL 1 ' ' _I
REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A - - _ co
MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN: U
2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO I (n J J
EARTH OR WEATHER. W A T E R - A I R - L A N D Q a L
1 1/2 INCH FOR MASONRY UNITS NOT EXPOSED TO EARTH CONVENTIONAL GABLE END CONNECTION DETAIL < � LU z
OR WEATHER. Y
NOT TO SCALE 5109 Grand Palmetto Way chriS�]eel[ 4�;�._". h ll,n"l �)4-1-628-06'3:) � L O � O
North Port, Florida 34291-804 fi7: 1 1;,-i {3i- 1�;J'I O LJ J U
J 2 LLJ
� tiLIi + Jt� U LLI 06 (D co U
a) 2 >- -�-
Digitally signed by Chris ros; o Q ° m o
Christopher _� � - � ~a �
DN: c=US, o=Unaffiliat F'
- 0 ,
ou=A01410D0000017 '. O T� ,9 SHEET
2DA, cn=Christopher ��T's . �•
S2
e e r s , i- * STRUCTURAL
Date: 2021 .09.28 15:37:04}� �� ', ` CHRI TOPHER D, BEERS. P,E, SCALE: 1/4" = V-0"
FLORIDA LICENSE NO. 64504
10 OF
N
Level 1
WIC 2
10x6
Bed 3 56cTrn 10x6
T63 cfrn
12x8 Linen WIC
158 cfin Hall 12 x 12 3'1'W x 5W'H
165 cfin
7" —51,
4„
5„12 x 10x6
8. 101 cfin
214 cfin
6"
50 CFM 6x6 g"
4"Duct 38 cfrn F 18 Bed 2
4"Exhaust Vent �'
Bath 36 x❑F 857 cfin
6 0"W x 6'8"H 4'5"W x 5'4"H
T 10" T
10x10 y y
161 cfin 7 10 x 10
" —
KitLivGR 7 161 cfin
WIC 7„
10x10
10x6 161 cfin 7" 10x10
T 105cn T T 161 cfn
rs°w x 0'8°H M Bath 8 x 8 y
62 cfin
T
❑F F � 6- 18"
y
Laundry 5„ y Pantry
80 CFM 5„ 4
M Hall 10x6 8x
4"Duct 77 cfin 61 4
4"Exhaust Vent 6„ 14" 5
cftn
F -> 16x16 H�NV
y 6„ 322cfrn 12" 10'
F(8
8x8 Garage
118 cfin Foyer
6" DUCTS IN THE GARAGE AND
Master Suite DUCTS PENETRATING THE
WALL S O R CE ILI NG S
8x8 SEPARATING THE DWELLING
118 cfin FROM
F 10x6 THE GARAGE SHALL BE
y T 111 c CONSTRUCTED OFA MINIMUM
NO.
26 GAGE(0.48 MM)SHEET
STEEL, 1 INCH MINIMUM RIGID
3'1"W x5'3"H 3-1'W x5'3"FI NONMETALLIC CLASS 0 OR
CLASS 1 DUCT BOARD,OR
3'0"W x6'8"H OTHERAPPROVED MATERIAL
AND SHALL HAVE NO
OPENINGS INTO THE GARAGE
Job#: 1529 Air Calm, LLC Scale: 1 :97
Performed by Chris Bateman for: Page 1
Schliicht Residence 7550 Hidden Hammock Ln Right Suite®Universal2021
TBD Gullotti PI Vero Beach, FL 32966 21.0.07 RSU29066
Port St Lucie, FL 34952 Phone:772.800.8413 oft HVA 1-Jun\TBD 1512:Gullott PI GBl.rup
vickilynne@aircalcs.com