HomeMy WebLinkAboutREVISED C1(1) A CUSTOM HOME FOR:
GROZA BUILDERS, INC.
CAMELOT KW TMC
TROY & MELISSA SCHLICHT
(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
DIE
SIZE FIELD DETERMINED -PAINTED DECORATIVE LAP SIDING
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
10'-1"High Roof Soffit _ _ _ _ _ P.T SUB FASCIA
OVER
(Integral w/Trusses) -
O
�
� 8'-1"Truss Bearing m
(Main) -- --------
6'-9"T.O.Openings 2'-0" '-Q '
(Windows/Doors)
J
TYP.O.H. m
W
TEXTURED
STUCCO
@ COLUMNS/BM.
E RE S 3068 - _
E RE S GLAZED
VINYL RAILING ' z LL
0'-0"Finish Floor U
(Top of Slab) �
--- -- ----- -- -- --- - - - --- -- --- - 0 J
NON IMPACT RATED IMPACT RATED
PVC SINGLE HUNG GLAZED FIBERGLASS + 38.5 4"RAISED + 27.0 (!)
WINDOWS O.S.DOORS AND FRAME 41.9 STUCCO BANDS �-I O
ASSEMBLY FLOAT FINISH ,�f1 0
FRONT (WEST) ELEVATION IMPACT RATED
SCALE: %4" - V-0" SECTIONAL OVERHEAD
DOOR,&FRAME
ASSEMBLY
V
WINDOW/DOOR CHART Z
CAMELOT TMS TROY & MELISSA SCHLICHT
OPENING MFR. IMPACT NOA/ FPA UNIT DIMENSION UNIT FRAME ROUGH OPENING U' SOLAR V' MANUFACTURES w
PROTECTIVE Y N TIP TO TIP TO FACE OF BUCK FACTOR HEAT TRANS DESIGN PRESSURE �
W (in.) H. (in.) W (in.) H. (in) W (in.) H. (in) GAIN RATINGS
1 3068 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
(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 FL 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 PSF L: C
2 SH 25 w/ MUTT NS 0.29 0.2 0.45 + 50.0/- 71.6 PSF r
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" 0.3 0.21 0.48 + 50.0/- 54.8 PSF
1 8"x 32" FIXED GLASS CWS N F L 17354.1 r3 32" 10-1/2" 33-1/4" 11-3/4" 32-1/2" 11" 0.27 0.24 0.55 + 75.0/- 75.0 PSF 00
ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
DRAWING INDEX
BUILDING PERMIT
C1 COVER PAGE
OWNERS NAME ROOF FINISHES Al FOUNDATION PAGE
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CONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD PORT ST LUCIE, FL. 34953 ; LAMINATE COMPOSITE ASPHALT SHINGLES A2 FLOOR PLAN
I SECURED USING FASTENERS AND SPACING PER MFR'S A3 ELECTRICAL PLAN
�f LO O�� i SPECIFICATIONS OVER 30" FELT TIN TAGGED TO A4 EXTERIOR ELEVATIONS
SHEATHING
OPENING PROTECTIVES (WINDOWS, DOORS, LITES, AND SKYLIGHTS), COMPONENTS AND CLADDING I Oc N7 tiQ FLASHING : GALV MTL. A5 ROOF PLAN
F `Z` i DRIP EDGE: 26 Ga.ALUM. A6 HVAC PLAN
BUILDING DESIGN PRODUCT DESIGN I i
PRODUCT MANUFACTURER MODEL/TYPE F.P.A. OR NOA(MIAMI DADE) GLAZING DESCRIPTION METHOD OF ATTACHMENT I �
PRESSURES PRESSURES I S1 ENGINEER DETAIL PAGE
TO Ix pt bucks:/4'TAPCONS w/3'/4"MIN.EMBED I ROOF SHEATHING DATE 24 MAR 2021
3068 ENTRY OUTSWING FIBERGLASS GLAZED FPA: FL 17184.9(R8) IMPACT I S2 ENGINEER DETAIL PAGE
' PLASTPRO INC. TO 2x pt bucks:#9 x 2�",
 x 2%"wood screws SEE ELEVATION SHEET + 65.0/-65.0 PSF I I
IMPACT RATED SINGLE LEAF APP. DATE: 10-13-20 LOW-E 366 INSULATED w/1%"min.embed. HEAD:6"off corners, I PER TABLE R803.2.2: %"(1%2")APA RATED 40/20 DESIGN BY
GLAZED GLASS TYPE'A' SIDES:set 6"off corners&14.25"o.c.between I ORIENTED STRAND BOARD SHEATHING
THRESHOLD:'/4'x 2-Y"conc.screws 6"off ends I I CHECKED BY
I 12 SECURED TO TRUSSES USING FASTENERS AND SPACING
SLIDING GLASS DOORS 8800 PVC SLIDING GLASS DOORS FPA: FL 20838.1 R4 IMPACT %6"tapcons w/1"min embed,(2)@ each location I 5 PER ROOF SHEATHING ATTACHMENT DETAIL ON SHT. 5 MODEL CAMELOT KW_TM SCHLI
CWS WINDOWS HEAD&SILL:6"max off corners,12"max.o.c.@ SEE ELEVATION SHEET +/- 50.0 PSF I B U D N G CRITERIA
IMPACT RATED (2) PANEL 2 TRACK IMPACT LOW-E 366 INSULATED i
each panel,4"&8"each side of
GLASS TYPE'A' APP. DATE: 10 13 2020 GLASS TYPE'A' i I OWNER
meeting rails. I
U F: .33,S.H.G.: .20 SIDES: 18"o.c.(glass type'A')
----------------- w ' PROPOSED ROOF PLAN BASIC WIND SPEED, Vult 170 MPH
i ----------� (3
(7)brackets to track,ea.side per mfrs.specifications I i BASIC WIND SPEED, Vasd 132 MPH
GARAGE DOOR-SECTIONA DAB DOOR Co. HURRICANE MASTER 824/811 21-0312.02 @Each bracket to buck:5/16"x 1 5/8"lag screws SEE ELEVATION SHEET + 27.0/ 30.0 PSF I I I I 5/ 12 ROOF PITCH, 12"OVERHANG,TYP.
IMPACT RATED z 16'STEEL SECTIONAL I I I
O w/hex washer head(type A) i I L 12"OVERHANG @ ENTRY, RISK CATEGORY II
a ( ) races o track,ea.se per mfrs.specifications REV DESCRIPTION
WAYNE DALTON 8000/8100/8200 7 brackets t tk id f i ti � � I 9 COMPOSITE LAMINATE ASPHALT SHINGLES WIND EXPOSURE C
O
GARAGE DOORS 16'STL. SECTIONAL APPR. DATE: 12-15-20 @ Each bracket to buck:5/16"x 1-5/8"lag screws SEE ELEVATION SHEET + 23.0/ 25.0 PSF I I I ��` J I OVER APPROVED FELT UNDERLAYMENTS INTERNAL PRESSURE
1 P1 29 MAR 2021
w/hex washer head(type A) i i �' I OVER ORIENTED STRAND BOARD SHEATHING �- 2 P2 21 MAY 2021
jo I I COEFFICIENT + 0.18
%6"tapcons w/1"min embed,2"min.edge dist. I I .QI L I 26 Ga.ALUM DRIP&26 Ga.GALV. MTL FLASHING
WINDOWS SH610 PVC SINGLE HUNG FPA: FL 19.1112.02 IMPACT I I I COMPONENT AND CLADDING 3 P3 03 JUN 2021
CWS WINDOWS 1 HEAD ONLY: 6' max off corners, SEE ELEVATION SHEET SH 25 +50.0/-71.6 PSF i L__________ I SQUARE CUT FASCIAS
SINGLE HUNG 53/" MAX WID. LOW-E 366 INSULATED mid point @ widths over 37". SH 35 +50.0/ 54.8 PSF I C� I ALUM WRAP OVER 2x SUB-FASCIA ASD WIND PRESSURE (PSF) to 4 P4 26 AUG 2021
NOWIMPACT RATED 76" MAX HGT. GLASS TYPE'A' SIDES: 6"max.off corners,3"ea side of mtg.rail., i HORIZONTAL PERFORATED VINYL SOFFITS(UNO) FULLY ENCLOSED STRUCTURE 5
-]U-F. : VARIES, SHG.: VARIES 14 Y2'max.o.c between i i IMPACT GLASS:__X__APPROVED SHUTTERS-------BOTH----- 6
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. I �, I G.C. TO VERIFY ALL CONDITIONS&MATERIALS MAIN WINDFACE RESISTING SYSTEM 7
HEAD&SILL:6"max off corners, SEE ELEVATION SHEET +/- 75.0 PSF I i
FIXED GLASS FIXED GLASS APPR. DATE 10-13-20 LOW-E 366 INSULATED i 0 i 8
NON-IMPACT RATED 96" MAX.WID. GLASS TYPE'A' 9 Y2"max.o.c.between
@ SIDES: 6"max.off corners,9 Y2"between I �Q
54" MAX. HGT. U-F.-0.27,SHG. -0.24 BUILDING & TRUSS DESIGN SHALL BE IN COMPLIANCE WITH:
DIRECT MOUNT: I I WIND DESIGN METHOD ASCE 7-16
HURRICANE PANELS EASTERN METAL SUPPLY 24 Ga. 'BERTHA'2" DEEP FPA: FL 11968.3 R5 , 1 „ THE FBC 2020 7th EDITION CHAPTER 1609
LESS THAN 6'SPAN GALV. STL. STORM PANELS APPR. DATE: 12-15-20 /4'd. 20 x 1/ long,sidewalk bolts +70.0/ 80.0 i W i
w/2%" edge distance @ 12"o.c. max.,top and bott. I 12 (� 12 i THE FBC-R (RESIDENTIAL) 2020 7th EDITION CHAPTER R301
LAMINATE ASPHALT NOA: 16-0329.13 i 5 _ 5
ROOF FINISH- MAIN IKO INDUSTRIES 6 ROOFING NAILS PER TAB,CLASS F OR H I l
SHINGLES EXP. DATE: 05-05-21 I �
UNDERLAYMENTS Underlayments must be ASTM D226 Type II, Per FBC-R R905.1.1.1 : (2)layers min overlapped 19"
VARIOUS SUPPLIERS ASTM D4869 Type IV,&D6757 secured w/1"dia.mtl.taps&0.083 dia.shank nails
NAILABLE Complying w/FBC-R 2020,7th Ed.R905.1.1.1 s I O(,� I
/4'min into shthg.,12"o.c.in field,6"o.c.@ edges
UNDERLAYMENTS
Underlayments and joint coverings Self Adhered directly to plywood deck I v) U Lo
I C
VARIOUS SUPPLIERS must be ASTM 1970 (or'nailable underlayments'secured as noted above) M
I .�Q� I C J
PEEL&STICK Complying w/FBC-R 2020,7th Ed.R905.1.1.1 w/3"min.horizontal laps&6"min vertical laps i I _ 'qT
M
TRIPLE 4 FULL-0-VENT ECO FPA: FL 16503.1 I
� I
mfflR 7 T I C) .
SOFFIT KAYCAN LTD 2x4 BRACE AT CENTER OF PANEL +23.6/-28.8 +66.7/ 66.7 PSF i N Q� I U)
VINYL SOFFIT PANELS REV. DATE: 02-13-18 I J w i _ _ ¢ 0- W_ ~
UFLORIDA METAL PRODUCTS FLAMCO FPA: FL 21580.1 Apply roofing cement to underside,back,&side i o W A T E R A I R L A N D Y U) Z
ROOF VENTS flanges of roof vent.Cement to be Y4'min.thick +/- 46 PSF I 12 (n � (�
INC. LOW PROFILE OFF RIDGE VENTS APPR DATE: 12-12 17 i 9� J 0 0
LU �Fy 5 ; 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 0 w J J v
_____ I North Port, Florida 34291-8049 fax 413-687-9013
[:SID2ING HARDI PLANK LAP SIDING FPA: FL 13192.2 _ _ i J j � W
----- -----
1I T I i U LLJ -S (D U) ()
Digitally signed by Christopher D Beers
--- - risto er 0
= I I - = DN• c-US o=Unaffiliated
o I I I I i � I - , - , O � (Y m O
I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING AND HAVE APPROVED THEIR _' ____ M i U H ~ cn
USE IN THIS STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND M =___________ ___________ ________J o u=A01410 D00000172 B9270 F630000 B
FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
2DA, cn=Christopher D Beers
NAME SIGNATURE e e r s
TYPE ALL SIDES Date: 2021 .10.27 08:59:24 -04 00 SHEET
C1
DESIGN FIRM CERT. NO ROOF PLAN BIRDS EYE- 1 -0 OVERHANG
DATECHRISTOPHER D. BEERS, P.E. COVER
SCALE: %$" = V-0" FLORIDA LICENSE NO. 64594
SCALE: ############
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