HomeMy WebLinkAbout21-1614 v
aidiY,m�►• ,° City Of ZephyrhillS PERMIT NUMBER
�; �;�- 5335 Eighth Street
Zephyrhills, FL 33542 BAR-001614-2021
:'a ::: }y Phone: (813)780-0020
Fax: (813)780-0021 I Issue Date: 03/24/2021
Permit Type: Add/Alter (Residential)
Property Number Street Address
05 26 21 0100 01200 0130 6895 Wagon Trail Street
Owner Information Permit Information Contractor Information;
Name: DANIEL&SANDRA WEAVER Permit Type:Add/Alter(Residential) Contractor: POMBOS CONTRACTING
Class of Work:Add/Alter Residential SERVICES INC
Address: 6895 Wagon Trail St Building Valuation:$6,852.00
ZEPHYRHILLS,FL 33541 Electrical Valuation:$0.00
Phone: (813)395-8493 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$6,852.00
Total Fees:$111.39
Amount Paid:$111.39 ✓
Date Paid:3/24/2021 12:42:13PM
Project Description
CONSTRUCT SCREEN ENCLOSURE ON EXISTING DECK 144 SQ FT
Application Fees
Building Plan Review Fee $37.13 Building Permit Fee $74.26
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
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.
MAX-- I Q Lt*—)L-*rn
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building DApartment
Date Received Z/
Phone Contact for Permitting
E E E[[E E[ [E-E["E f
Owner's Name Wnwl Q Owner Phone Numbe ' �" if
Owner's AddressICAQ6 Owner Phone Numb e
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT#
SUBDNISION • 'q �6{'ARCEL ID# /.1
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADD/ALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL Q S�'t y
DESCRIPTION OF WORK 4 Oup 1./�
i )n -U @�C
BUILDING SIZE 1q�Aw, SO FOOTAGE E19�1 HEIGHT
®BUILDING $ y`> VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY Q W.R.E.C.
=PLUMBING is
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS 0 ROOFING [] SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY t
SIGNATURE REGISTERED YIN FEE CURREN I YIN I
p
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED YIN FEE CURREN Y 1 N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE F REGISTERED Y/N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
iii.iil.I:I111is III EEi'.E:t.Ii'@i.I'ii=all i"i.il'a1111 1111'II:I1I€iiiilt.Iiiii_1 [atIKI
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 subdivisionstlarge 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.(AIC 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 roadways..needs ROW
I
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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 understate 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"orfinal 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 I,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'SIOWNER'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 permit 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 limitedto:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WaterNVastewater 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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVE ENTS TO YOUR PROPERTY. IF YOU INTEND TOO T I INANCING,CONSULT
FLORIDA URAT(F.S.117.03)
OWNER OR AGENT IF CONTRACTOR
Subscribed and s to or affirm o Subscribed and swo r affi a me t
bywo f by
Who is/are personally known to me or has/have produced Who islare personally known to me or has/have produced
as identification. as identification.
r
Notary Public QAe 6, , Notary Public
Commission No. Co fission
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped '
saes
dACQ Bo*'_
Commission#GG276 40 2
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DESIGN CRITERIA: \\\\tttttl I n l l l Il/iii/// a
APPLICABLE CODES,REGULATIONS&STANDARDS ALUMINUM MEMBERS DIMENSIONS o
1.THE 2020 FLORIDA BUILDING CODE,SPECIFICALLY CHAPTER 16 SHEET NO- DRAWING INDEX HOLLOW SECTIONS ��\\Q�O'
STRUCTURAL DESIGN,CHAPTER 20 ALUMINUM&CH.23 WOOD.
2 x 2:2"x2"x0.044" w 4'•, u i
2.AA ASM 35&SPECIFICATIONS FOR ALUMINUM STRUCTURES, 5/01 GENERAL NOTES 0 �
PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY 2 x 3:2"x3"x0.050" _ ;co o a o _
THE ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.2005 ED. S/02 PLAN/ ELEVATIONS 2 x 4:2"x4"x0.050" -O :Z o w <= o O
2 x 5:2"x5"x0.050" =0 ;w co
3.ASCE 7-16&SE17
4.NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. I $/03 DETAILS OPEN BACK SECTIONS =y '�� Z
5.AC1318 CONCRETE REFERENCE MANUAL.
1 x 2: 1"x2"x0.044" (9_ .. G) c7
WIND LOADS $/04 DETAILS I x3: 1"x3"x0.045"
1.BUILDING OCCUPANCY CATEGORY,PARAGRAPH 1604.5&TABLE �`�
1604.5:RISK CATEGORY 1. SNAP SECTIONS Ii,,,
2.BASIC WIND SPEED,TABLE 1609C,STATE OF FLORIDA DEBRIS 2 x 2 SNAP:2'x2"x0.045" /1!I I I ii I I tttt
REGION&BASIC WIND SPEED,PARAGRAPH 1609.3.1 &TABLE 2 x 3 SNAP:2'x3"x0.050"
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 2 x 4 SNAP:2'x4"x0.045"
MPH EXPOSURE CATEGORY,PARAGRAPH 1609.4.3: C J O ~
3.WIND LOADS PER FBC TABLE 2002.4(MWFRS) J __ C)
SELF MATING(SMB)
VULT=130 MPH&EXPOSURE=C 2 x 4 SMB:2"x4"x0.044"x0.100" M
2 x 5 SMB:2"x5"x0.050"x0.100" rn F- co
FOR 20 X 20 X 0.013"MESH SCREEN 2 x 6 SMB:2"x6"x0.050"x0.120" V - 0_
HORIZONTAL PRESSURES ON WINDWARD SURFACES= 32 PSF 2 x 7 SMB:2"x7"x0.057"x0.120" z < 0 w
U
HORIZONTAL PRESSURES ON LEEWARD SURFACES= 26 PSF 2 x 8 SMB:2"x8"x0.072"x0.124" z j 0 U Q
9 PSF 2 x 9 SMB:2"x9"x0.082"x0.124"
VERTICAL PRESSURES ON SCREEN SURFACES= � J � � U
VERTICAL PRESSURES ON SOLID SURFACES= 27 PSF
2 x 10 SMB:2"x10"x0.092"x0.398" W O c -
FOR 18 X 14 X 0.013"MESH SCREEN,APPLIED FACTOR= .88 DETAIL A uj J d7
FOR ALLOWABLE STRESS DESIGN,APPLIED FACTOR= .6 W
FOUNDATION DESIGN I1 ~ (�+)
FOOTING SIZE EXISTING CONCRETE SLAB.NO ADDITIONAL FOOTING (•J CC �-
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED C
CONSTRUCTION IF A MINIMUM 4"CONCRETE SLAB IS PROVIDED IN W < 0
SOUND CONDITION,FREE FROM STRUCTURAL CRACKING,SPALLING Q - Q
&OTHER DETERIORATION.EXISTING FOUNDATION/FOOTING UNDER c
CONCRETE SLAB MINIMUM 8"x8"W/(1)#5 BAR TO BE VERIFIED BY
CONTRACTOR.SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING Q Q =
DESIGN MINIMUM REQUIREMENTS. I' U
MISCELLANEOUS O ( H OO
1.SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL Q Lo
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC —J
1R4501.17
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. V_
2.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A N
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 O
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. z
FASTENER SPECIFICATIONS U
1.FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER IL]
ZINC PLATED.(CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER,INSTALLED TO MFG.SPECIFICATIONS) 0
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 �E
B.FOR WOOD APPLICATION USE#14 X 2-3/4"WOOD SCREW AT W DATE MAR24"O.C.AND 6" ry+�
M ENDS.
C.FOR ALUMINUM OA APPLICATION USE#10 X 1-1/2"SMS OR TEK CITY OF ZEPH
MYSCREW
RF31
D.WHERE AT 1"X2"I S24" TALLDED ANTHROUGHOUT AN"OPEN VIEW"FROM ENDS PLAN RXAMINER z I-
SPACING SHALL BE REDUCED TO 18"O.C.AND 6"FROM ENDS I- (I)
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RESPONSIBILITIES
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED RENDERING IS NOT TO SCALE & IS JUST A GENERALIZED LL
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING DEPICTION OF THE TYPE OF STRUCTURE PROPOSED z U)
CODES,LOCAL ORDANANCES,AND THE ENGINEER SHALL Z J
BE NOTIFIED OF ANY DISCREPANCIES. O 0 0
2.FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION m o HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
LU
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH ALL WORK SHALL COMPLY WITH PREVAILING < W c a
THE ATTACHED DETAILS. PROPOSED SCREEN ROOM CODE FLORIDA DILDING CODE,
3.FOR"PICTURE WINDOW"MODIFICATION TO EXISTING SCREEN NATIONAL LTRIC RODE, C°N
ENCLOSURES,ALL OTHER"EXISTING SCREEN ENCLOSURE" SEE FOUNDATION DESIGN SHEET-0 lOA�
z a
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED AND THE CITY OF ZEPHYRHILLS
IN THESE DETAILS.CONTRACTOR IS TO VERIFY&ASSURE ORDINANCES
EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND. DESIGN DATE: 02/26/2021
4.CONTRACTOR TO PROVIDE NOA'S&INSTALL ALL MATERIALS c� REVISION 1: DATE
AS PER MANUFACTURER'S SPECIFICATIONS,
5.INTEGRITY OF EXISTING/HOST STRUCTURE SHALL NOT BE (� REVISION 2: DATE SHEET:
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED l�
STRUCTURE. O 1
DRAWN BY: KT
SCALE: NTS
// N
ALUMINUM SPECIFICATIONS
1.ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
2.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6"FROM ENDS&24"CENTER TO CENTER. 'Qom.') N 0 L. w
d
#10 SCREW 6"FROM ENDS&12"CENTER TO CENETER. :Z Q O O �►_ c O
3.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS - . °
(KICKPLATES)SHALL BE AN INDUSTRY STANDARD OF 0.024 =O
INCHES. ' O Q
4.VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN y z
WIND SPEEDS EXCEED 75 MPH PER FBC. �J
5A PROVED BY FLORIDA ENGINEERING/14 LLC.
EEN UNLESS �� •.....PO�\\\��`
6.1"X2"& 1"X3"NON STRUCTURAL MEMBERS MAY BE USED I//I//lrr r r l i
INTERCHANGEABLY.
7.DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD. U r N 04
NOTE: J O
36"(MAX.)O/H AT FRONT,25%
OF LAST PANEL WIDTH ALONG SIDES,TYP. F- M
Z zE
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_- 7,-5" _ _ HOUSE W 0
C J m
1X2 WI � � a�
m z ~ LM0)
X x X -I EXISTING COVERED — I-
^' n' LANAI Z O '- c
L Q =
1X2 �
= 4X4X.125 I— — 8'_11" 0 U
Imo 8'-11" —�I
1X2 1X2 O m
7" UTTER 2X2 �- o
N
cn DOOR
2X4 z 3"X .024"X 1 LB w
m COMPOSITE PANELS Z Z
, 3105-H 154 0 2X4 U
X X X 1/4"-1'SLOPE(MIN.) o M N N
N N w (FL.w' 15491.1 - R5) N N X
4X4 4X4 0-
16" KICKPLAT/____ ____ GUTTER 16" KICKPLATE
_ 8-8
88
PANELS
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2X8 C/B z J
C" \G _ J
x PWO N z cn
x p q\E xF
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2X2 lx 1X2O o w }
c" m >
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a Oi. ''' 0OOW
6'-0" 6'-0" z o co N
12' 16" KICKPLATE °
DESIGN DATE: 02/26/2021
REVISION 1: DATE
REVISION 2: DATE SHEET:
DRAWN BY: KT 02
SCALE: NTS
\11111111111`111/////
15(55(3"WIDTH EXTRUDED GUTTER BRACKET o
THICKNESS OF LEG @ WOOD SCREW SHALL BE
0.125"MIN.,LONG LEG SHALL BE 0.072"MIN.( �� (� •• --AA O
@24"O.C.w/2 #12x3/4"SMS@1"SPACING �-`O iV /� C
( ) 1"x55(3"WIDTH EXTRUDED GUTTER BRACKET
INTO GUTTER LIP (THICKNESS OF LEG @ WOOD SCREW SHALL BE LL 6 LLj
0125"MIN.,LONG LEG SHALL BE 0.072"MIN.) ,Z;. O 0
24"O.C.w/(2)#12x3/4"SMS @ 1"SPACING
TO GUTTER LIP = :2
EXISTING HOST STRUCTURE
•V Q _ N d
(DESIGNED BY OTHERS)
EXISTING HOST STRUCTURE ROOF P - c Q
(DESIGNED BY OTHERS) PER PLAN =y > Z
(2)#14 WOODSCREWS @ 1" O #12x1/2"S.M.S.W/INTEGRAL 3/4"p
SPACING @ EACH GUTTER BRACKETjj1@N
O ( WASHER AND NEOPRENE GASKET. -
(2)#14 WOOD SCREWS @ 1 &(1)@ 18"O.C.MAX. @ 12"O.C.,TOP&BOTTOM i�
SPACING @ EACH GUTTER BRACKET 2 #12 SMS #14x4"S.M.S.W/1-1/40" FENDER WASHER D ROOF HEADER
MIN.EMBEDMENT SHALL BE 2"
(2) AND NEO-PRENE GASKET @ 12"O.C. /��// V{ ••••••••�� ��\\
MIN.EMBEDMENT SHALL BE 7' 25(6"
kINAL
STRUOCTIURAL OR RECENIONG CHANNEL R O OE044"MIN. HICKNESS) ///lII(11 I I 11111111\\
2'x6'NOMINAL FASCIA MIN. WITH MIN.1-1/2"BEARING LEG.
STRUCTURAL -
FASCIA MIN. FOR COMPOSITE PANELS: 1 N
(2)#12X9l16'SMS `J (V 03
THROUGH RECEIVING J Q no
CHANNEL @ 12'O.C, J r C3
ROOF PANEL ATTACHMENT- STRUC. GUTTER #2 co
DETAIL SCALE: N.T.S. ROOF PANEL ATTACHMENT- STRUC. GUTTER o
DETAIL SCALE: N.T.S. Z Q E C
-- ALUMINUM INTERNAL OR EXTERNAL U U
RECEIVING CHANNEL w/(4)#10x.75"
INTO GIRT OR PURLIN&(2)#14x.75" 11. O V
-
(4)#10x1-1/2"SMS INTO INTO BEAM OR UPRIGHT 0.062 ANGLE -
SCREW BOSSES CLIPS MAYBE USED #14x4"S.M.S.w/1-1/4"O FENDER WASHER O C)
AND NEO-PRENE GASKET @ 12'O.C. OPTION#1 W C) •L
FASTEN TOP OF HEADER TO INTERSECTING I
#12 X 9/16"W/5/8"NEO-WASHER MEMBER w/(4)#10 SMS(INTERNAL)2"MIN. Z V
(3)PER PAN FOR PANS
INTO SCREW BOSS OF INTERSECTING MEMBER
— M c
ROOF PLER PLAN
COVER END OF PANEL EDGE BEAM PER PLAN Z O - c
----- ------- ---- - ------- --
PURLIN CARRIER BEAM �+--'
MEMBER (SEE PAGE-2 R
FOR SIZE) 1 11 \
II II II OPTION#2
UPRIGHT,BEAM-SNAP, II II II ALUMINUM INTERNAL OR EXTERNAL
SELF MATING,OR HOLLOW INTO COLUMN&(2)#14x.75"
RECEIVING CHANNELw/(4)#10x.75" O
(2)1/4"DIA.MACHINE II II
BOLTS THRU CARRIER COL.PER II li COL.PER II INTO EDGE BEAM(0.062 ANGLE O
' •' BEAM&POST PLAN II PLAN II II CLIPS MAYBE USED) O Q O
DETAIL"C"- GIRT OR PURLIN TO BEAM O C)
ALTERNATELY(4)#10 INTO SCREW O
OR POST DETAIL SCALE: NTS BOSS OF UPRIGHT Z'MIN. III
POST ii ii (V
'OPTIONALEXTRUDED GUTTER IS I
ATTACHED TO 3"INSULATED ROOF
SELF-MATING OR W/#12x1"6"FROM ENDS 24"O.C. II ii
1/8'x252'x ANGLE SNAP SECTION TYP. -11 II O
ANCHOR EMBEDMENT CONNECTION SCALE: N.T.S. W
5032 H-32 ANGLE BASE PLATE-TYP.
z
(2)-#12 SMS INTO COLUMN 1'x2'O.B. 2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION ~
1/4"MASONRY ANCHOR EACH POST TO CARRIER BEAM U
ANGLE-EACH SIDE COL. 0 0 1-1/4"MIN.CONC. SCALE: N.T.S. --_
0 o
O
2-1/4"MIN.CONC. 2"MIN.INCREASE DISTANCE #14x4"S.M.S.w/1-1/4"0 FENDER WASHER
ANCHOR EMBEDMENT WHEN GREATER THAN 2x4 AND NEO-PRENE GASKET @ 12"O.C. C
SECONDARY ANGLE ° ° • o s � ° UPRIGHT IS USED
3000 PSI CONC. 2"X2'$1/8"ANGLE CUT TO FIT
SLAB/FTG. W/(3)#12x.75'EACH LEG �IMDER WASHER
6x6-10X10 WWM
EACH SIDE OF UPRIGHT TYP. 2"X2"Xl/8"ANGLE CUT TO FIT
OR FIBERMESH SIDE VIEW w/#12x.75"@1"SPACING MAX. AND NEO-PRENE GASKET@ 24"O.C.
(4)PER LEG(MIN.)EACH SIDE TYP. FOR NON-LOAD BEARING WALLS
ALTERNATELY CLIPS MAYBE USED
1/4"MASONRY ANCHOR
AT EACH ANGLE v (2)-#12 SMS (�
1/4"TAPCON XL(RED HEAD MFG.OR EQUAL) PRIMARY UPRIGHT PER PLAN SIDE WALL UPRIGHT I/4"DIA.TAPCON 6"FROM ENDS J Z
24"O.C.MAX 1-1/4"EMBEDMENT ' Z (n
2-1/4"MIN.CONC. 2 @ 1x2 BASE /PER PLAN INTO UNDERLYING CONC.
ANCHOR EMBEDMENT 2 @ SLAB(BEYOND) U
SECONDARY ANGLE O J
Z ~
JF1"x2'BASE PLATE ANCHORED ALUMINUM INTERNAL OR EXTERNAL
o ° TO CONC w/1/4"MASONRY RECEIVING CHANNELw/(4)#10x.75" 0
0
ANCHOR 6"MAX EACH SIDE (4)#10x2"NMS INTO ()
INTO GIRT OR PURLIN&(2)#14x.75"
INTO BEAM OR UPRIGHT 0.062 ANGLE (n LU
• OF POST AND 24"O.C.MAX SCREW BOSSES U) (9 2
a ° • ° 1-1/4"CONC.EMBEDMENTTYP. CLIPS MAYBEUSED of W
NOTE CHAIR RAIL PER PLAN . m O
3000 PSI CONC. _ WHERE PAVERS ARE PRESENT USE 5/16" Q Q In=
SLAB/FTG. TAPCON XL(RED HEAD MFG.)MASONRY ANGLE REQUIRED ONE SIDE ONLY U d
6X6-10x10 WWM WHERE KICK PLATE IS INDICATED W
FRONT VIEW ANCHORS TO PENETRATE UNDERLYING AT CORNER AND DOOR OPENINGS
OR FIBERMESH FASTEN W/ LULI 00 W
CONCRETE FOOTING 2-1/4"(MIN.) (O N
1/4"DIA.TAPCON 6"FROM ENDS 6°FROM CORNERS 18"IN FIELD (2SCREW BOSSES OR Z 0
DETAIL"B"- 2"x4"OR LARGER SELF MATING SEEUPRIGHTTO DECK OR FASTEN W/#8X9/16"SMS
UPRIGHT TO DECK DETAILS SCALE: NTS CONNECTIONDETAIL 24'O.C.MAX1-1/4"EMBEDMENT 2"FROMCORNERSB"INFIELD CLIPS MAY BE USED
INTO UNDERLYING CONC.
DESIGN DATE: 02/26/2021
ANCHORING UPRIGHT TO FOUNDATION NOTES: REVISION 1: DATE
1.-IF PAVERS ARE PRESENT,CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4"MIN. (TYP.) FOUNDATION PER PLAN
2.-WHEN FASTENING TO WOOD USE 1/4"GALV.LAG SCREW IN LIEU OF CONC.ANCHORS AND ENSURE REVISION 2: DATE SHEET:
2-1/4"MIN.PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.) SCREEN ROOM END WALL DETAIL SCALE: N.T.S. DRAWN BY. 1(T 03
3.-NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS.
SCALE: NTS
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o N, , oO
------------ o ---------- 2 4 N 3)1/4"DIA MACHINE 0 (w/ BOLTS
3/4"D A,WASH RSTHRU 0O LL1 0
O CARRIER BEAM&POST POST j _ •U - Q _ O.
BEAM PER PLAN ® BEAM PER PLAN �• a cQ4
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BOLTS w/3/4"DIA,
WASHERS THRU CARRIER
TOP VIEW BEAM&POST U N 04
J 0 Un o
0 CARRIER BEAM J M
FRONT VIEW
CARRIER BEAM 0 z Q 0
(3)1/4"DIA.MACHINE
U
POST NOTCH'D TO RECEIVE BEAM i 1 BOLTS w/314"DIA. V
FASTENED W/#14x3"QUANITY=BEAM SIZE WASHERS THRU CARRIER 0 _
(EXAMPLE:FOR 2(8 C.B.USE(8)#14 SCREWS) O 1' BEAM&POST W -J 0 05 =
---------- 7-
(3) W w(3)1/4"DIA.MACHINE BOLTS
1/8"ANGLE w/(3)#12x3/4"INTO COLUMN& w/3/4"DIA,WASHERS THRU
#12x3/4"INTO BEAM EA.SIDE TYP CARRIER BEAM&POST /n _ co c
ALTERNATELY USE: -L:::---
- `J
1/8"X2"X2"XSURFACE LENGTH ANGLE Z
0 w/#14x3/4"QUANITY=BEAM SIZE < J Q)
O O (FOR2X8 BEAM USE(8)#14 SCREWS) FRONT VIEW W
CORNER CARRIER BEAM CONNECTION DETAIL
SCALE: N.T.S. Q < I
SIDE VIEW
CARRIER BEAM TO POST CONNECTION DETAIL C-fl Q! O
SCALE: N.T.S. O 0 Co
(4)3/8"x4"TAPCON THRU J
(2)3/8"DIA.X 4"LDT BOTTOM LEG OF ANGLE 1
EACH SIDE TYP. INTO CONC. LL
"
® ® Z
® O SEE MFG.FOR ANCHOR 3-314'FROM EDGE -L
SPACING!SETBACK 3-3/4"FROM EDGE 3-3/4•FROM EDGE 1
REQUIREMENTS OF SLAB(TYP.) OF SLAB(TYP.) OF SLAB(TYP.) - w
O O
O
TOP VIEW -J TOP VIEW TOP VIEW
(3)#12 X 3/4"
THROUGH ANGLE
INTO POST TYP.
1/8"ANGLE w/(3)#12x314"INTO COLUMN& EACH SIDE 4•X4"POST
(1)3/8"x5"TAPCON(OR EQUAL)INTO CONCRETE (3)#12 X 3/4" FOR SIZES
(SEE PAGE-2 2
(2)ANGLES PER SIDE EA.SIDE TYP. 4•x4"POST THROUGH POST
INTO ANGLE TYP.
1/8"x2"x2"x33/4"
(2)3/8"DIA. 4'LOT FOR SIZE) EACH SIDE
X (LENGTH)ANGLE
EACH SIDE TYP. . 2•x4x0.125 ANGLE (4)3/8"x4"TAPCON (INTERNAL)
THRU BOTTOM LEG
� b OF ANGLE INTO CONC.
Q Q d
3000 PSI CONC. 3000 PSI CONC.
SLAB!FTG. ° SLAB/FTG. Q J
6x6-10x10 WWM ° 606 10010 WWM
FRONT VIEW OR FIBERMESH ° OR FIBERMESH LL
FRONT VIEW FRONT VIEW
O
4"x4"POST CONNECTION DETAIL Z
SCALE: NTS
4"x4" POST CONNECTION DETAIL 4"x4" POST CONNECTION DETAIL 0
SCALE: N.T.S. (INTERNAL BASE) SCALE: N.T.S. O g w
m >
d
o O F- Lu
coUJ
NOTES: F- d co N
1. 3x3 POST TO HAVE 3/8"RED HEAD-TRUBOLT WEDGE ANCHORS(STAINLESS STEEL,PROVIDE MINIMUM 2"FROM EDGE OF SLAB AND PROVIDE MINIMUM 0 O
2"SPACING TO ANY OTHER CONNECTOR.SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS.THREADED ROD REQUIRES 3"MINIMUM EDGE DISTANCE.
2. 4x4 POST TO HAVE 1/2"RED HEAD-TRUBOLT WEDGE ANCHORS(STAINLESS STEEL,PROVIDE MINIMUM 3-3/4"FROM EDGE OF SLAB AND PROVIDEBMINIMUM DESIGN DATE: 02/26/2021
3-3/4"SPACING TO ANY OTHER CONNECTOR. SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS. REVISION 1: DATE
3.WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-112"FOR PAVER THICKNESS MORE THAN REVISION 2: DATE SHEET:
2-1/2"SPECIFICATIONS SHALL BE REQUIRED.PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.
4.WHERE RETURN WINDOW BEAM MEETS MASONRY WALL USE 1/8"U-CHANNEL W/(3)2-114"TAPCONS INTO WALL AND#12 x 3/4"INTO BEAM BS QUANITY=BEAM SIZE DRAWN BY. KT 04
SCALE: NTS
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