HomeMy WebLinkAbout22-4932U oT Z —ep Fy7r FiT 7s
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
........... ffill 4
BAR-004932-2022
Issue Date: 10/07/2022
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.
I lIIII1IIIIll1IIIIl IF
I P"M
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.
Mlrr
CONTRACTOR SIGNATURE PE IT OFFICE[)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
g -- )—
Date Received' Phone Contact for Permittin �-
tags *ear
Owner's Name g @ fs-� Owner Phone Number
Owner's Address + cr, Phone Number
Fee Simple Titleholder Name �® Owner Phone Number
Fee Simple Titleholder Address ®�^ �"
JOB ADDRESS 1' l� i� LOT# C�
SUBDIVISION ®� PARCEL ID# f y( ) - g r
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEw CONSTR e ADD/ALT SIGN = DEMOLISH
INSTALL REPAIR 4
PROPOSED USE SFR COMM OTHER;;, `
TYPE OF CONSTRUCTION 0 BLOCK a FRAME STEEL
DESCRIPTION OF WORK �e 3� l 7l4 C-�L
BUILDING SIZE e y ° ' SQ FOOTAGE HEIGHT (�
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=BUILDING $ 1 0° ell ., VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL
=PLUMBING
=MECHANICAL
=GAS ROOFING 0
FINISHED FLOOR ELEVATIONS ==
AMP SERVICE PROGRESS ENERGY W.R.E.C.
VALUATION OF MECHANICAL INSTALLAT19 c ` (§j
SPECIALTY = OTHER p9 t
FLOOD ZONE AREA =YES NO ° $
COMPANY �x 7 o f
REGISTERED Y / N FEE CURREN I Y / N
t...
Address
I f(a 1) t ` (I If tt / - I
ELECTRICIAN
a. f COMPANY
SIGNATURE
REGISTERED
Address
PLUMBER
COMPANY
SIGNATURE
_ REGISTERED
Address
_
MECHANICAL
COMPANY
SIGNATURE
REGISTERED
-`- ---�
License # 4
YI / N
I FEE CURREN
I Y / N
License #�
Y / N
FEE CURREN
License # =�
FEE CURREN
Address License #
OTHER COMPANY I�
SIGNATURE REGISTERED Y / N FEE CURREN I Y / N
Address C----- License #
tatEflttt=t'#tfRf�E�i#€II�!'i![�tIftY€8=;:
RESIDENTIAL Attach (2) Plot Plans, (2) sets o, 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 dumpste , 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 dumpste. 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 Commencements: required. (A/C upgrades over $7500)
** Agent (for the contractor) or Power of Attom, y (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy , f contract required)
Reroofs if shingles Sewers Service Uperades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadcrays_needs ROW
i i !' �� � i i` .' 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 vio.ation 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 I, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowners 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 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 (,odes, 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 .-.elude but are not limited to:
Department of Environm antal Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewate Treatment.
Southwest Florida Weser 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 Protccion Agency -Asbestos abatement.
Federal Aviation Authorit}-Runways.
I understand that the following restrictions appl , to the use of fill:
Use of fill is not allowed in Flood Zone W" 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" v/ill 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 bey 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 eparate 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 ary provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in p!„?:;, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced wr: ,h 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 ,s commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate ; stifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned
1 ■ • i 1r Gla �� " a. •a : •..[rlLeWL01111lizal.0 •Wl1 U.:�
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this
tome orhas/hav, produced
as identificaf.m.
! _Notary Public
Co issio 11 __
6P 164,2 '541,
Name of Notary typed, printed 6r stamped
� Ih
ubscr bed and am to\( r affirmed) befor��rr�e #his),
6 t'�r' �} B Ln B dS
Who is/are monall known to me or has/have produced
as identification.
Notary Public
Commission No. ¢ C G
corkle 0
Name ol Notary typed, printed or stamped
qaa p f, SUMMER CORNELL
MY COMMISSION # GG 966692
4= EXPIRES; March 9, 2024
°� Bonded Thru Notary Public Underwriters
QiIClywilKK�lf i1ky1I ctl 9iu� DI►`II
Kermit No.
! Property Identification No.
IL
0k /31 /2022 6,? : 33pm Page 1 of 1
kcpe : 2498327 Rec : 10.00
DS: 0.00 Ir: 0.00
Nikki Alvarez -Cowles, Esau.
Pasco County Clerk & Comptroller
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section
713.13 of the Florida Statutes, the following information is provided in the NOTICE OF COMMENCEMENT.
I. Description of property (legal description:) - - L t "" 6 i t 0— o o o 0 ;6)
a) Street Address: 3 et q / 62 13 A kAk �,} C1-1,9 . ' —7 & I— -a7, f,13 '5
2. General description of improvements A e U AA �- �,"'V a7 `9 6 0 -
3. Owner Information
a) Name and address: - ,9 lea frz1,Q " / —
b) Name and address of fee simple titleholder (if other than owner)
c) Interest in property _
4. Contractor Information
a) Name and address:
b) Telephone No.: 1 ��° Fax No. (Opt.) _
5. Surety Information
a) Name and address:
b) Amount of Bond:
c) Telephone No.: Fax No. (Opt.) _
6. Lender
a) Name and address:
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served;
a) Name and address:
b) Telephone No.: Fax No. (Opt.) _
S. in addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.13(1) (b), Florida Statutes:
a) Name and address:
b) Telephone No.: Fax No. (Opt.)
9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is
specified):
STATE OF FLORIDA lop,WVq HECTOR ACOSTA
COUNTY OF IPASCO Notary Public
State of Florida SignAufe OF Owne r vner's Authorized Officer/Director/Partner/Manager
COMMN HH033289
Expires 11/28/2024 t
Print Name
The foregoing instrument was acknowledged before me this 31 day of A 5 , 20 43,, by
as 0W&'r !'L (type of authority, e.g. offs trustee, art rney in fact) for
(name of party on behalf of whom injtrr�men execute
Personally Known OR Produced Identification V Notary Signature��
Type of Identification Produced r1 qAj VfA 1h, Name (print) 4 C
500A4kO -yr-3N - 0
Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjuryIeare that I v€ read the foregoing and that the facts stated
in it are true to the best of my knowledge and belief.
F0BM&N0C.tvsd2007 _
Signature of Nat aft, Berson Sipin Ab v
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. ACI318 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
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VOLT = 130 MPH & EXPOSURE = C
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES = 32 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 26 PSF
VERTICAL PRESSURES ON SCREEN SURFACES = 9 PSF
VERTICAL PRESSURES ON SOLID SURFACES = 27 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
1. 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 I '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.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
SHEET NO. '' D 1
S/01 I GENERAL NOTES
-_-. _S/02 - - PLAN/ ELEVATIONS
j S/03 DETAILS
I hi 9 0 24 SW
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"
i 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'x0.057x0.129'
2 x 8 SMB: 21 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
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HOST 121'0/H-(FASCIA-MOU
3" X.024" X 1LB
COMPOSITE PANELS
3003-11154
1/4"-1'SLOPE (MIN.)
(FL.# 7561.1-R5)
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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.
#10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER.
3. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
4. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
5. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
& 1*X2" & I 'X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
7, DOOR LOCATION MAY BE DETERMINED/ RELOCATED BY
CONTRACTOR IN THE FIELD.
8. INSULATED PANEL OVERHANG PER PRODUCT APPROVAL
36" (MAX.) AT FRONT, 25% OF LAST PANEL WIDTH ALONG
SIDES, TYP.
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2X3
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1X2
8'-911
- .024 FLASHING SEALED TO
WALL (TYP.)
---� #14x1/2'S.M.S. W/ INTEGRAL3/4"0 WASHER AND
NEOPRENE GASKET 4 12' O.C., TOP & BOTTOM.
U IF CLEARANCE PROHIBITS INSTALLATION OF TOP
O 0 0 FASTENERS USE #14x4 S.M.S.'W/ 1 1 /4' 0 FENDER
WASHER AND NEOPRENE GASKET 4 12" O.C.
s ) (3) PER PAN FOR PANS
1 EXTRUDED OR BRAKE -FORMED ROOF HEADER
�) OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
WITH MIN. I-I/2'BEARING LEG.
HOST STRUCTURE 1/4,' 0 x 2-1/2' LONG WOOD LAG SCREW OR
MASONRY OR WOOD 1/4" Q x 2-1/4" LONG MASONRY ANCHORS
4 24" O.C. MAX.
ROOF PANEL ATTACHMENT — MASONRY
SCALE: N.T.S.
EXISTING RAFTER '
OR TRUSS L #14x1/2"S.M.S.ESP INTEGRAL 3/4"0
O C L WASHER AND NEOPRENE GASKET
4 12 O.C., TOP & BOTTOM
-, -S (3) PER PAN FOR PANS
EXTRUDED OR BRAKE -FORMED ROOF HEADER
,7� VV\-OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
SECURE FASCIA TO EACH / WITH MIN. 1-1 /2' BEARING LEG.
RAFTER TAIL W/(1) 1/4"0x4"
LONG PAN HEAD LAG SCREWS (1) 1/4" Q x 2" LAG SCREW 4 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/ 1-1 /4' O FENDER WASHER
AND NEO-PRENE GASKET 4 12' O.0
# 12 X 9/16" Wl 5/8" NEO-WASHER
(3) PER PAN FOR PANS
COVER END OF PANEL
3'X2 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) #10xl-1/2' SMS INTO INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED # 14x4",5" or T' S.M.S.
SCREW BOSS=S w/ I-1/4" 0 FENDER WASHER
AND NEO-PRENE GASKET 4 12' O.C. OPTION # i
FASTEN TOP OF HEADER TO INTERSECTING
#12X 9/16" W/ 5/8" NEO-WASHER MEMBER w/ (4) #10 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: NTS
1 /8k2k2'x ANGLE SELF -MATING OR
1�� ii. SNAP SECTION TYP.
5032 H-32 ANGLE
(2) - # 12 SMS INTO COLUMN 1"x2' O.B. BASE PLATE-TYP.
1/4" MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL. - _ ° °':
1-1 /4"MIN. CONIC.
ANCHOR EMBEDMENT
2-1/4" MIN. CONC- —
ANCHOR EMBEDMENT
i
SECONDARY ANGLE A ��
° A
e°
3000 PSI CONC. I�
SLAB/ FTG.
6x6-1 Ox70 WWM
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
UPRIGHT IS USED
SIDE VIEW
_.._ (2)-#12SMS
1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 4 i x2 BASE
^?� 2' SLAB (BEYOND)
•• Vice
LW
PLATE/
TONCHON 1/4"
/ MASOS RY
6 EACH
°
OF POST AND 24" O.C. MAX
1-1 /4" CONC. EMBEDMENT TYP.
6
NOTE
3000 PSI CONC. _.___ -- WHERE PAVERS ARE PRESENT USE 5/16"
SLAB/ FTG. TAPCON XL (RED HEAD MFG.) MASONRY
6x6-1 Ox 10 WWM FROG T 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: NTS
ANCHORING UPRIGHT TO FOUNDATION NOTES:
I.- 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 CONC. ANCHORS AND ENSURE
2-1/4" MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.)
3.- NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS.
(ENSURE 2-1 hf MASONRY ANCHOR EMBEDMENT @ UPRIGHT LOCATIONS TYP.)
COVER END OF PANEL
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
1/4" DIA. MACHINE
LTS THEE CARRIER
EM & POST
fERNATELY (4) #10 INTO SCREW
SS OF UPRIGHT 2' MIN.
PTIONALEXTRUDED GUTTER IS
(ACHED TO 3" INSULATED ROOF
#12XI" 6" FROM ENDS 24" O.C.
2"X2"X1/8° ANGLE CUTTO FIT
W/ (3( #12,75" EACH LEG
EACH SIDE OF UPRIGHT TYP.
EDGE BEAM PER PLAN
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hll �l� ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNELw/(4) #10x.75"
INTO COLUMN & (2) #14x.75"
COL. PER
PLAN 711 li COL. PER il! o INTO EDGE BEAM (0.062 ANGLE
(ail PLAN 'i �� CLIPS MAYBE USED)
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2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION
SCALE: N.T.S.
#14A"S.M.1. w/11/4 0FENDER WASHER
AND NEO-PRENE GASKET @ 12" O.C.
2"X2"X1/8" ANGLE CUT TO FIT
w/412,75" @ I" SPACING MAX.
(4) PER LEG (MIN.) EACH SIDE TYP.
AI.:I ERNATELY CLIPS MAYBE USED
#144" S.M.S. w/ 1-1/4" 0 FENDER WASHER
AND NEO-PRENE GASKET @ 24" O.C.
FOR NON -LOAD BEARING WALLS
1/4" DIA TAPCON 6" FROM ENDS -�
PRIMARY UPRIGHT PER PLAN SIDE WALL UPRkGH7 -�
24" O.C. MAX 1-1/4" EMBEDMENT Q
�PERPLAN INTO UNDERLYING CONC.�' ?>
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ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x_75"
INTO GIRT OR PURLIN & (2) #14x.75" (4} #10x2" SMS INTO
IN SCREW BOSSES
TO BEAM OR UPRIGHT 0.062 ANGLE \
i CLIPS MAYBE USED
i CHAIR RAIL PER PLAN
- - -
'ANGLE REQUIRED ONE SIDE ONLY
AT CORNER AND DOOR OPENINGS WHERE KICK PLATE IS INDIC IED
STEN W/410X 9/16"SMS
6" FROM CORNERS 18" IN FIELD (2
SEE UPRIGHT TO DECK 1/4" DIA. TAPCON 6" FROM ENDS OR FASTEN
C WN ERS 8/I16"N F MS SCREW BOSSES OR -
CONNECTION N IAII. 24" O.C. MAX 1-1/4" EMBEDMENT CLIPS MAY BE USED
INTO UNDERLYING CONIC.
FOUNDATION PER PLAN
SCREEN ROOM END WALL DETAIL SCALE: N.T.S.