HomeMy WebLinkAbout21-3102City ot zepyrnills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-003102-2021
Issue Date:
Permit Type: Add/Alter Residential)
M
1126 21 0010 19600 0070
5203 17Th Street
Permit Type: Add/Alter (Residential) Contractor: TRUE ALUMINUM INC
Name: KEITH WOLFE
Class of Work: Add/Alter Residential
Address: 5203 17Th St
Building Valuation: $5,096.20
ZEPHYRHILLS, FL 33542
Phone:
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $5,099.20
Total Fees: $98.22
Amount Paid: $98.22
Date Paid: 12/2/2021 11:39:10AM
WE; "'Wfi
SCRN RM W1 ROOF ON EXISTING SLAB
''"I 1PU#�0
.1
o*K.MIRI 1g� �1g
"g
IN
Building Plan Review Fee $32.74 Building Permit Fee
$65.48
ji� 11111111111111 IF` Ill
11114*1 all 1114JIM41
mr-mmr-mg-T
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PERMIT EXPIRES IN 6 MONTHS
11,90f 1-10 11111IJ :0] iy� IkTTj:f NVA I M. 14
M"
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
ra
Fee Simple Titleholder Name
Fee Simple Titleholder Address
JOB ADDRESS
} r�
t " .tea
p
ti CE
g
3
LOT #
SUBDIVISION
PARCEL ID#
g
i
—
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR
ADD/ALT
SIGN
DEMOLISH
El
INSTALL
REPAIR
PROPOSED USE
SFR
COMM
OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME
STEEL 0
DESCRIPTION OF WORK t U °`
mg° 4 i si-_.
6UILDING VALUATION OF TOTAL CONSTRUCTION
FqW I
=ELECTRICAL $ AMP SERVICE PGRESS ENER
[PLUMBING $
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY OTHER
T t
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
W.R.E C.
7'
„ 74
BUILDER COMPANY L��EECURR_ _
SIGNATURE J REGISTERED Y / N FEE CURREN YIN
Address License # _� m
ELECTRICIAN COMPANY `_
SIGNATURE REGISTERED Y / N_ FEE CURREN YIN
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED Y_ 1 N FEE CURREN Y / N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y / N �FEERREN Y / N
Address License #
OTHER COMPANY (AJ
SIGNATURE REGISTERED Y I N FEE CURREN Y/ N
Address _ �°3RtWAG-te 9,0. �PLAVdM� License # [ It
�1£itl•���#��3[���31#�tt�f1�����3E�����ff.��#������������#
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
— Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public madways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
I
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to `deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727.847- 8009,
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the 'contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner, I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a penrift to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction, I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V' unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required,
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
I Ir-Xi I L�Ieu Wel I"= lei ta I IT. I =011FIA U&SLOMA&I 1111 01U-401 NA-31111611111111 I Wit ;J11 III 1 10 a 2 10 W! I
OWNER OR AGENT
Subscribed and swom to (or affirmed) before me this
personally known to me or has/have produced
as identification.
Public
Commission
Name of Notary typed, printed or stamped
Subscribed and swdm to (o,=ed)
—by_ 61
Who is/are personally known.Lo me or
El t - as identification.
76n 01NIotalry Plub"fic-
Commission No. 0
&& 3DIC03
Name of Notary typed, printed or stamped
EMILY SIKES
Notary Pubic - State Of F�Or'or
Cop,,mission 9 GG 327631
expires Ape
24, 2023
My Comm. Fxp
13ol- through Nitioral Nora
E oed thro, =1
r
SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EAST
FIASCO COUNTY, FLORIOA
LEGAL DESCRIPTION.
LOTS 7, 8 & 9, BLOCK 796, TOWN OF
ZEPHYRHIUS ACCORDING TO THE MAP OR
PLAT THEREOF AS RECORDED IN PLAT
BOOK 1, PAGE 54, PUBLIC RECORDS OF
PASCO COUNTY, FLORIDA.
3rd AVENUE
F.LRi
1/2"
{
LOT S
del
m
I
I
LOT 17 !
{
{
I 1q0• (p)
FaR- N.89 20 14 W. 140.09
{
{
FIR 314'
ALSO
FIR. 3/ 4
T
EAST{
-' -` — — 7
6' CL. F.
>'_- ate,---ray--�a_=�a�s=>F.�>F•ar�.
i
6 WF j
& a.1• NaRnf�
LOT t6Ll
LOT 7
a
a
ONE STORY
m
j LOT 8
&0 FRAME
a•
or rs
ON CONC.
: I:ry coNc a
w
w
RES. #520317.1
i
cr
r- C6
FRAME
------saa'—___._._
W J W
4 GARAGE
( ON CONC. h
E] A/C
J
T}
4
LOT 14 `•' 4
n
C13 LOT 9
4
....—.—.—.1
.' FLM 1/2'
e-. o
F.LR. 1/2"
LR 11'
S 89' '2.9 'E. 140. 01 ' (E)
ur sa62
LOT 13
f
_
TELECOMMUNICA RON
{ RISER
LOT 11
ALSO
FIR 3/4'
R3' EAST
Or NORTH
VI
I
ml
�I
I
I
FCM.I
4_4 t
2nd AVENUE
r IPIEO 10.
XETM WOLFE
FOUNTAIN MORTGAGE
WAtLER & SCHRARER
O.'.O REPUBLIC N—ONX RILE INSURANCE CQRPANY
���,`
�e m Gonwwmd (Lmfu+a
l&r � oro'Y 8mdmexx
ao.wNrsrr Doh
feuntl knn Ro3
M 'Ra;9Mad [mW 9irmta
kua+ aan PAaA—
%.Am
(R)
.Fo»
�armm
4mB
A tea,
dm BaR*
t ws,.r waa
(c/ ova
SCALE I" = 20'
n
A' LO' 2A' 30' _
N
eW
BEARINGS ARE SASEO ON Rff NEST R/W LINE OF 1]fh SIREET AS SORG, 'NORTH, ASSUMED. u
1p
[[ Surveyors Nptes � �+ZDA VID L. SMITH
SURPRYMG AN/P MAPPING INC
d�maY bad Q Y tl,om B,temon 4m ( flood Z 'X IF.I R.MM x� 11r0#G Oa%f' 14M W 11WMIXH AYE. lor+'+ Pont r£Haro4a^r�zspvM t r� tares mMmn rc a aw _ 45 pa, R. v
m:Pogs aedo�p-eo"d ut�xn6A Ra mamexrmmta av suararp /au,evrlma wu mwwoa w .�r0 PR—PR—(g13) 935-19&J F (813) 933-94-944ff
: r rooared ea r>� or :. ooa .ue soi t000ioa w,� am +e no,m. $
r. :choro- >� mro are»mr M,s «moaar a «ttr+wf na etm ar«, oa,o-R�r otfz r ron rna« r o-a
sw.:+spnwe a FdBh"vb +nynra of wLt mbom rhea +M raeaw rmtrnaone w ornm aswm C,r /Yfente Ff Alrthonzatian "L. B. 6952"-
A rocw0. not eo-ore SURVEYORS CER77RCATE
FjoUn � 04 db[wrrav � trormm ratm- ro P(nf arzd R.Je mmaeummmM10 and as wuwy ropwen or r'krkx. µnmnnnmrn. �
RJlY :Rynr Ot xaY Ru.£ hat a+�> mrt+�a rwr MAT.0.W.a4t.Af2�of Na f r&roNrw�l �do�& MNdt Moi ro m� b ar
[5u/. :Eoument h Re- at r snwY ror RWPaaen oMw fEm rT mw Ntwxe. Mf(a, wn'Fcnrkn wC rwpMW re2M mIX' or
S/M reran hN rbt m,d mllhouf /b6NlfQ�R r e M >» cmeiruoe to Ee ��ad pup�a�axY � rrwS wwA aNe
m ' a:rmaa r' 'rs w aoeema w wee m mno,R r �a w+rlBaur mac . i9ita y signe a y D3/lslrs
C d2 uqUd Dofz aa-: tsar-R2o
5k
10:56:58-04'00'
DESIGN CRITERIA:
APPLICABLE CODES. REGULATIONS & STANDARDS
1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED,
3. ASCE 7-16 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. AC1318 CONCRETE REFERENCE MANUAL.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.11 EQUIVALENT BASIC WIND SPEED: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 130 MPH & EXPOSURE = B
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES = 23 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 20 PSF
VERTICAL PRESSURES ON SCREEN SURFACES = 6 PSF
VERTICAL PRESSURES ON SOLID SURFACES = 20 PSF
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = .88
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = _•6
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
& OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY
CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING
DESIGN MINIMUM REQUIREMENTS.
MISCELLANEOUS
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
FASTENER SPECIFICATIONS
l . FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1 /2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1 /4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE # 14 X 2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE # 10 X 1-1 /2" SMS OR TEK
SCREW AT 24" O.C. AND 6' FROM ENDS
D. WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
RESPONSIBILITIES
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND.
4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS
AS PER MANUFACTURER'S SPECIFICATIONS.
S. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
SHEET NO. DRAWING INDEX]
S/01 GENERAL NOTES
S/02 PLAN/ ELEVATIONS
S/03 DETAILS
- 7
..W.W 11 IS ON 0i
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.050"
2 x 4: 2"x4"x0.050"
2 x 5: 2'x5°x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2" x0.044"
1 x 3: 1 "x3" x0.045"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.045"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100'
2 x 6 SMB: 2" x6" x0.050'x0.120"
2 x 7 SMB: 2"x7"x0.057" x0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"x0.092"x0.398"
DETAIL A
o
C-j/
%
(oo
\
U- 6 U>
W
N
®
O p; y:
a
CDLLI
=Cp3;0 co
5X Q
o
W
?Q0
o
ALUMINUM SPECIFICATIONS
o\\Ij
I I I I I���
N
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
�`\\ \
C�®\°`°
o
...........
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
®.*
N 6 t�
# 10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER.
co
o O
3. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
= ; Z
- (j : W
_'
®
(o `- o °
O N
INCHES.
4. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
_ :V
vo °•,
_
Z � �v
WIND SPEEDS EXCEED 75 MPH PER FBC.
/'��✓6.
O
5. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESSPROVED
ENGINEERING LLC./i�/
°•.°
/FLORIDA
e1 ° °PFZ®��\\
B
6APX2' I X3YNON STRUCTURAL MEMBERS MAY BE USED
m Q
&
INTERCHANGEABLY.
//iii
i I Ilftfe
7. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
r N 00
**NOTE: 36" (MAX.) O/H AT FRONT, 25% OF LAST PANEL WIDTH
_j to 0
ALONG SIDES, TYP.
E` co
3" X .024" X 1LB
< ® W
uj
COMPOSITE PANELS
® U 0
Or-o v
3003-H154
00
J ®�
1%4 -1 SLOPE (MIN.)
eSa
r "
(FL.# 7561.1-R5)
uj
M c
1X2
HOST 12" O/H (FASCIA M
NTL
1X2
< < 3:
W
p
11JIj _
-0cV
rn N
ac
co
Q N
I
Il
I
x
xil
2X3
2XR10'-0",
2X3
U
W
0
-011
�� 101-011—�i
I
11f-Off--�
2X3X.050 EDGE BEAMX101-Off
f
x x
x
=
LL
rl1 ry
N
z
CO
f
®
J
i
rn
J
Q
W
Jr�
2X3 TYP.
�
o
Q Iy
0 UNW
i—
w W Lo N
z
O
0
1X2 TYP.
DESIGN DATE: 08/27/2021
5f_Off • Sf-®ff
REVISION1: DATE
REVISION 2: DATE
SHEET:
DRAWN BY: ST
SCALE: NTS
- FLASHING SEALED TO
WALL (TYP.)
# 14x1 /2" S.M.S. W/ INTEGRAL 3/4" 0 WASHER AND
<.. NEOPRENE GASKET @ 12" O.C., TOP & BOTTOM. O
IF CLEARANCE PROHIBITS INSTALLATION OF TOP
U O O
FASTENERS USE #14x4" S.M.S. W/ 1-114" P FENDER
- WASHER AND NEOPRENE GASKET @ 12" O.C.
PER PAN FOR PANS
EXTRUDED OR BRAKE -FORMED ROOF HEADER
-OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
WITH MIN. 1-117 BEARING LEG.
HOST STRUCTURE 114' O x 2-1 /2" LONG WOOD LAG SCREW OR
MASONRY OR WOOD -1 /4" O x 2-1 /4" LONG MASONRY ANCHORS
@ 24" O.C- MAX.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
EXISTING RAFTER
OR TRUSS - # 14x1 /2" S.M.S. W/ INTEGRAL 3/4"0
O O _ WASHER AND NEOPRENE GASKET
12" O.C., TOP & BOTTOM
(3) PER PAN FOR PANS
\\` ` EXTRUDED OR BRAKE -FORMED ROOF HEADER
4 OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
SECURE FASCIA TO EACH \ WITH MIN. 1-1 /2' BEARING LEG.
RAFTER TAIL W/(I) 114"0x4"
LONG PAN HEAD LAG SCREWS (1) 1 /4" O x 2' LAG SCREW @ 24" O.C.
BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE: N.T.S.
ROOF PER PLAN
# 14x4",5" or 7" S.M.S. w/ 1-114" P FENDER WASHER
AND NEO-PRENE GASKET @ 12" O.C.
#12 X 9/16" W/ 5/8" NEO-WASHER
(3) PER PAN FOR PANS
COVER END OF PANEL
�- 3" X 2' X .050" MIN.
(SEE PLAN)
ROOF PANEL TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
✓ ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNELw/(4) #10x.75"
INTO GIRT OR PURLIN & (2) #14x.75"
4 #lOxi-1/2" SMS INTO INTO BEAM OR UPRIGHT 0.062 ANGLE
O CLIPS MAYBE USED #14x4",5" or 7" S.M.S. w/ 1-1/4" O FENDER WASHER
SCREW BOSSES AND NEO-PRENE GASKET @ 12" O.C. OPTION #I
FASTEN TOP OF HEADER TO INTERSECTING
_ #12X 9/16" W/ 5/8" NEO-WASHER MEMBER w/ (4) IT10 SMS (INTERNAL) 2" MIN.
(3) PER PAN FOR PANS INTO SCREW BOSS OF INTERSECTING MEMBER
PURLIN
MEMBER
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NITS
_ SELF -MATING OR
1 /8"x2"x2"x ANGLE SNAP SECTION TYP.
5032 H-32 ANGLE
(2) - # 12 SMS INTO COLUMN 1
1 /4" MASONRY ANCHOR EACH "x2' O.B. BASE PLATE-TYP.
ANGLE -EACH SIDE COL. o 1-1 /4" h.AIN. CONIC.
° o ANCHOR EMBEDMENT
2-1/4" MIN. CONIC. -- `
ANCHOR EMBEDMENT
SECONDARY ANGLE
3000 PSI CONC.
SLAB/ FTG.
T 4�
6x6-loxlo WWM SIDE VIEW
OR FIBERMESH
1/4" MASONRY ANCHOR
AT EACH ANGLE
2-1/4- MIN. CONIC.
ANCHOR EMBEDMENT
SECONDARY ANGLE
- 2" MIN. INCREASE DISTANCE
/ WHEN GREATER THAN 2X4
o UPRIGHT IS USED
(2) - # 12 SMS
114" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ 1 x2 BASE
2 @ SLAB (BEYOND)
!!,
e ° .G '�_ ATE ANCHORED
TO CONIC wL/ 1 /4" MASONRY
L . I ANCHOR 6" MAX EACH SIDE
OF POST AND 24' O.C. MAX
1-1/4"CONIC. EMBEDMENT TYP.
` c ---- - b -- ° j NOTE
3000 PSI CONIC. WHERE PAVERS ARE PRESENT USE 5/16"
SLAB/B/FT FTG. TAPCON XL (RED HEAD MFG.) MASONRY
bxb 1O WWM FRONT VIEW ANCHORS TO PENETRATE UNDERLYING
OR FIBERMESH CONCRETE FOOTING 2-1/4" (MIN.)
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NITS
ANCHORING UPRIGHT TO FOUNDATION NOTES:
1.- IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4" MIN. (TYP.)
2.- WHEN FASTENING TO WOOD USE 1 /4" GALV. LAG SCREW IN LIEU OF CONIC. ANCHORS AND ENSURE
2-1/4" MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.)
3.- NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS.
ROOF PER PLAN
COVER END OF PANEL
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
(2) 1/4" DIA. MACHINE
BOLTS THRU CARRIER
BEAM & POST
ALTERNATELY (4) # IO INTO SCREW
BOSS OF UPRIGHT 2' MIN.
POST *OPTIONALEXTRUDED GUTTER 15
ATTACHED TO 3" INSULATED ROOF
- W/#12xl" 6" FROM ENDS 24" O.C.
2"X2"XI/8" ANGLE CUT TO FIT
W/ (3) #12x.75" EACH LEG
EACH SIDE OF UPRIGHT TYP.
EDGE BEAM PER PLAN
\\F11111I11111�///7
C'V
c cs
LL_
O O =_
C`) :� ca
w
Q O` Z_
IS
o
O
� V
\
�
77j///IIIIIIlIl111L
6
OPTION #2
o II
ALUMINUM INTERNAL OR EXTERNAL
l II RECEIVING CHANNEL w/(4)#IOx.75'
COL. PER INTO COLUMN & (2) # 14x.75'
COL. PER I� lii INTO EDGE BEAM (*0.062 ANGLE
PLAN li a PLAN_� II ;I CLIPS MAYBE USED)
li II II I
u it II it
II II li
II �� II II
II II II li
II II II lI
II ii I ii
0 0 1 Id
o r iil
II II I III
it l
I
If 11 III I
I! ➢ III II.
2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION
SCALE: N.T.S.
#144" S.M.S. w/ 1-1/4" 0 FENDER WASHER
AND NEOPRENE GASKET @ 12" O.C.
2"X2"XI/8" ANGLE CUT TO FIT
w/#1.2x.75" @ 1" SPACING MAX.
(4) PER LEG (MIN.) EACH SIDE TYP.
ALTERNATELY CLIPS MAYBE USED
414x4" S.M.S. w/ 1-1/4" 0 FENDER WASHER
AND NEO-PRENE GASKET @ 24" O.0
FOR NON -LOAD BEARING WALLS
1/4" DIA, TAPCON 6" FROM ENDS
PRIMARY UPRIGHT PER PLAN
SIDE WALL UPRIGHT 24" O.C. MAX 1-1/4" EMBEDMENT
PER PLAN IN TO UNDERLYING CONIC.
-\ Q
\\\`
O
S
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4)#10x.75"
INTO GIRT OR PURLIN & (2) #14,75"
(4) #SOx2" SMS INTO
INTO BEAM OR UPRIGHT 0.062
.USED
SCREW BOSSES
MAYBE
CLIPS MAYBE USED
CHAIR RAIL PER PLAN
! *ANGLE REQUIRED ONE SIDE ONLY
AT CORNER AND DOOR OPENINGS
(
WHERE KICK PLATE IS INDICATED
FASTEN W/ #10 X 9/16" SMS
6" FROM CORNERS 18" IN FIELD (2) #1Ox2" SMS INTO
SEE UPRIGHT TO DECK 1/4" DIA. TAPCON 6'FROM ENDS
OR FASTEN W/ 98 X 9/16" SMS SCREW BOSSES OR
CONNECTION DETAIL 24" O.C. MAX I-1/4" EMBEDMENT
2" FROM CORNERS 8" IN FIELD CLIPS MAY BE USED
INTO UNDERLYING CONIC.
FOUNDATION PER PLAN
SCREEN ROOM END WALL DETAIL SCALE: N.T.S.