HomeMy WebLinkAbout21-25165335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
01 NINO 1116
7-T-W -TM
BAR-002616-2021
Issue Date: 09/02/2021
Y"I
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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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, Stomrwater 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 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 roadways..needs ROW
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 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 contractors) 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 —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 'owneC 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 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, Wetland 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 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" 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, after, 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.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT CONTRACTOR '- �-.—
Subscribed and sworn to (or affirmed) before me this Subscribed and swoj to ( ffiri� flee1� bef Yne this
by by A L)d
Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
as identification. b ji,_ as identification.
Public
Commission
Name of Notary typed, printed or stamped
rm�Z\
EMIL.Y SIKES
Notary Public - State of Florida
JW
Commission 4 GG 327631,
My Comm, Expires Apr 24, 2023
Boneed through National Notary Assn.
solin.
Notary Public
Commission No. G t s" ,; d It
t ts, 6 L s
Name of Notary typed, piilintod or stamped
% an Parcel
2b
Point of Beginning Parcel 2a S. 89'58'
" w. 40Z381
187.00'
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119.85'
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TRACT 26, ZEPHYRHILLS COLONY COMPANY ND
PLAT BOOK 1, PAGE 55
LEGAL DESCRIPTION PARCEL 2a;
Commence at the Northwest corner of Lot 2 CHARLESTON OAKS a subdivision recorded in Plat Book
2, Pages 66 and. 67,
Public Records of Pasco Count Florida;hence run N.89°58'45"E. aloe the North line of said Lot 2 for a
County, g
i "a
'stance of 47.15 feet
to the Point of Beginning of Parcel 2a; thence continue N.89158'45"E. along said Nod) line for a distance
f 119.85 feet to the
Northeast comer of Lot 2; thence run S.00004'35"W., along the :East line of Lot 2 for a distance of 166.05 feet
to Southeast comer
of Lot 2: thence run S.89158'01 ". along the South line of Lot 2 for a distance of] 19,58 feet; thence run N
°01'00"W. along a
line that evenly divides the common wail between the two dwelling units that occupy Lot 2 for a distance of
166.07 feet to the
Point of Beginning of Parcel 2a, said Parcel 2a being subject to any and all easements of record.
LEGAL DESCRIPTION PARCEL 2b:
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
1609.3.1 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
PROPOSED 10"X10" RIBBON FOOTER W/ (1) #5 REBAR CONT.
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 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.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
SHEET NO.
S/01
DRAWING INDEX
GENERAL NOTES
S/02
PLAN/ ELEVATIONS
S/03
FOUNDATION PLAN
S/04
- . —DETAILS --
S/05
DETAILS
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(U.N.O.) SEE
PAGE-2
EAVE RAIL SECTION
ATTACHED TO BEAM WI
)4) #10 X 1 -1/2" SMS
INTO SCREW BOSS
I X2 FASTENED TO EAVE RAIL
SECTION W/#10 X 1-1/2"
SMS WITHIN b" OF COL.
AND 24" C.C.
i 'x5"x2" WIDTH EXTRUDED GUTTER BRACKET
{THICKNESS OF LEG e- WOOD SCREW SHALL BE
0.125" MIN., LONG LEG SHALL BE 0,072" MIN-)
C¢ EACH BEAM w/(2) #I2x3/4" SMS C I"SPACING
INTO GUTTER LIP (SEE DETAIL"H" PAGE-p)
EXISTING HOST STRUCTURE
(DESIGNED BY OTHERS)
C'x2"xT /8" ANGLE
wIM4 912 SMS r
EACH LEG (TYP.1 (2) #14 WOOD SCREWS C V
EACH SIDE (1'YP.) o (2) #12x3/4" SMS SPACING a EACH GUTTER BRACKET'
8 (I) YT 18" O.C. MAX.
MIN. EMBEDMENT SHALL BE 2"
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SIDE VIEW
TRANSOM AT GUTTER CONNECTION
DETAIL SCALE: N.T.S.
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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. ROOF BRACING SHALL BE A MINIMUM 2" X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
7. 1 'X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
8. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
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FOUNDATION DESIGN
PROPOSED 10"X 10" RIBBON FOOTER W/ (1) #5 REBAR CONT.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
THE SCREEN ENCLOSURE SCOPE OR NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
i. PORTLAND CEMENT TYPE I - ASTM C 150
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33
iii. AIR ENTRAINING +/- I % - ASTM C 260
IV. WATER REDUCING AGENT - ASTM C 494
v. CLEAN POTABLE WATER
vi. OTHER ADMIXTURES NOT PERMITTED
b. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
ii. WELDED WIRE FABRIC - ASTM A] 85
c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED,
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WEATHER RECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED,
I. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
AREA FOR TERMITES IN COMPLIANCE WITH THE FBC. FOR RISK
CATEGORY 11, 111, & IV STRUCTURES ONLY.
g. CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER. (SLAB ONLY)
2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT
DRILL & EPDXY #4 X 8" REBAR INTO EX. FOUNDATION EMBED
4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL)
48" O.C. TYP. ALL LOCATIONS
4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH EMBED 6" MIN
W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL)
TYP. ALL LOCATIONS
5. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
6. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE
NOTED.
MASONRY SPECIFICATIONS
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5-0" IN
HEIGHT.
FOOTING NOTES — ------- -
1. PROVIDE 1-1/2' COVERAGE TOP, SIDES, BOTTOM AND 1" BETWEEN
ADJACENT REBAR LAPS.
2, PROVIDE MIN, 3" COVERAGE OF REBAR FOR ALL CONCRETE IN
CONTACT WITH THE EARTH.
3. FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS
4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 60
5. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO
CITY / CO. REQUIREMENTS
6. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION
7. SEE GENERAL NOTES ABOVE FOR TYING INTO EXISTING FOUNDATIONS
8. SEE GENERAL NOTES ABOVE FOR ADDITIONAL CONCRETE
INFORMATION & SPECS.
OPTIONAL BRICK
PAVER DECK
05 SODDED GRADE
10"
MIN.
(1) #5 BAR
10- CONTINUOUS
(26' MIN. LAP)
10"XI0" RIBBON FOOTING
SCALE: NTS
HOUSE WALL
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HOST/ EXIST.
NEW FOOTING
NONE= li—NEW SLAB AREA
NOTE: ALL MAY NOT APPLY
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ALUMINUM MEMBERS DIMENSIONS
I"x2'FASTEN TO COL. (INTERNAL) co 12) #10xa�SMS INTO SCREW C14 u-
0
/(2) #10xl-1/2-SMS, FASTEN TO BOSSES FOR EDGE MEMBER HOLLOW SECTIONS Z —C:) 0-
W. < 4=
EAVERAfLS ABOVE w/#10 1-1/2'sms 2 x 2: 2" x 2" x 0.050" C��
24" O.C. AND 6" WITHIN COL. 2 x 3: 2" x 3'x 0.050" w (o 0 z U)
2 x 4: 2" x 4" x 0.050" ci
*.. '> z
2 x 5: 2" x 5" x 0.050"
TABLE "D" BEAM PER PLAN o
o
(SLOPED OR FLAT) I
EDGE MEMBER OPEN BACK SECTIONS uj
OR PURLIN Lli BEAM QTY/ SIZE EACH SIDE I x 2: 1 x 2" x 0.044"
I x 3: 1 x 3" x 0.045"
2x3 (6)/ #10
2 x 4 (2) #1 Ox2- EDGE MEMBER SNAP SECTIONS
(8)/ #10 BEAM PER PLAN
L INTO BEAM OR PURLIN 2 x 2 SNAP: 2" x 2" x 0.045" cl
NOTCHED TO RECEIVE 00
2x5 (8)/ #10 C 2 x 3 SNAP: 2" x 3" x 0.050" r-
OLUMN WITHIN (D Lr) CD
BEAM 2 x 4 SNAP: 2" x 4" x 0.045" m
2 x 6 (9)/ #10 SMS, (EACH SIDE} INSTALL BRACE BRACE cy')
2x7 0.0625" 6063-T6 FLAT PLATE SELF MATING (SMB) co
(I 1p #10 QTY/ SIZE PER TABLE D" 0 CORNER T /(8) #]Ox.7S'SMS, MIN..5' 0
EDGE DISTANCE, PLATE MAY BE 2 x 4 SMB: 2" x 4" x 0.046" x 0. 100" z Z < E 2x8 (12)/ #12 FASTENED INTERNALLY TO BRACE 2 x 5 SM B: 2" x 5*'x 0.050" x 0. 116" 0 NOTCH PROFILE MAY VARY Q <
2 x 9 (14) / # 12 TO PERMIT CORRECT # SMS 2 x 6 SMB: 2" x 6" x 0.050" x 0. 120"
PURLIN
2x 10 (14)/ #12 K 2 x 7 SMB: 2" x 7" x 0.055" x 0. 120"
__ 11 - J I L COLUMN PER PLAN 2 x 8 SMB: 2" x 8" x 0.072" x 0.224" 0
MAINTAIN MIN, OF 5/8" SEPERATION 2 x 9 SMB: 2" x 9" x 0.072" x 0.224" —1 0)
FROM EDGE OF BEAM EMS O.C. 2 x9(H) SMB: 2"x9"x0L082"x0L306" uj < LL Lo
2 x 10 SMB: 2" x 10" x 0.092" x 0.374" z Li
DETAIL E - UPRIGHT TO BEAM DETAIL "D" - ROOF BRACING CONNECTION DETAIL A cy) c:
CONNECTION SCALE: NTS I I
SCALE: NTS
z
W < cr M q--
—i IT a)
C) <
0
MINIMUM NUMBER OF TAPCONS INTO CONCRETE & ALUMINUM INTERNAL OR EXTERNAL
# 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM RECEIVING CHANNELw/(4) #10x.75"
REG
THROUGH SECONDARY 2" X 2" X 0. 125" ANGLES INTO GIRT OR PURLIN & (2) # 14x 75" 0 (c)
INTO BEAM OR UPRIGHT 0.062 ANGLE l0
(SEE BELOW) CLIPS MAYBE USED (4) # 1 Ox I - I /Z'SMS INTO n
2X4 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 10 X 3/4" S.M.S. SCREW BOSSES
2X5 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 10 X 3/4" S.M.S.
2X6 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (3) # 10 X 3/4 S.M.S. FASTEN TOP OF HEADER TO INTERSECTING
2.'x2'MFMBER w/(2) # 10 SMS wl I
PENETRATION INTO SCREW BOSS OF
2X8 S.M.B. (3) 1/4" X 2-1/4" S.S. TAPCON & (5) # 10 X 3/4" S.M.S. 2',x2' MEMBER - TYP. BOTH SIDES
2X9 S.M.B. (4) 1/4" X 2-1/4" S.S. TAPCON & (6) # 10 X 3/4" S.M.S. Lvl�
I z
2X 10 S.M.B. (5) 1/4" X 2-1/4" S.S. TAPCON & (7) # 10 X 3/4" S.M.S. DOOR JAMB PURLIN
MEMBER C)
LLBSELF-MATING OR
I /9'x2'x2"x ANGLE SNAP SECTION TYP. UPRIGHT, BEAM -SNAP,
5032 H-32 ANGLE 2"x2" - 1`�
SELF MATING, OR HOLLOW kl
(2) - #10SMS INTO COLUMN 1 "x2" O.B. BASE PLATE-TYP. g-
1/4l MASONRY _65'.
ANGLE - EACH SIDE COL.
1-1 /4" MIN. CONC.
OX77ANCHOR EMBEDMENT FASTEN HEADER w/(2) #I OV3"
INTO SCREW BOSS OF HEADER DETAIL "C" - GIRT OR PURLIN TO BEAM
2-1/4" MIN. CONC. 2"MI N. INCREASE DISTANCE OR POST DETAIL SCALE: NTS
ANCHOR EMBEDMENT t WHEN GREATER THAN 2x4 ALTERNATE HEADER CONNECTION
- ------
SECONDARY ANGLE UPRIGHT IS USED WHEN Z-BAR IS USED - FASTEN
Z-BAR TO COL/HEADER AT EACH
CORNER AND 18" O/C
3000 Psi CONC.
SLAB/ FTG. 2"V2'x.063" - DIM. TO MATCH PURLIN
6x6-1 GxI 0 wWM SIZE RECEIVING CHANNEL
OR FIBERMESH SIDE VIEW NOTE (2) # 12 SMS INTERNAL TO EAVE RAIL
WHERE PAVERS ARE PRESENT USE 5/16" (3) # 12 EACH SIDE INTO PURLIN
TAPCON XL (RED HEAD MFG.) MASONRY ALTERNATE BASE PLATE CONNECTION
ANCHORS TO PENETRATE UNDERLYING II ATTACH 2"x2" TO BASE PLATE
CONCRETE FOOTING 2-1/4- (MIN.) (INTERNAL) w/(2) #I Ox2" SMS
z
R Z -i
AT EACH ANGLE (2) - # 10 SMS ATTACH BASE PLATE TO 2"xZ' >_ I I
EAVE RAIL -SEE PLAN
114" MASONRY ANCHO w/(2) #I Ox3'SMS INTO SCREW _j v)
I/CTARCON XL (RED HEAD MFG. OR EQUAL) BOSS OF BASE PLATE EXTRUSION>- _j
2 @ I x2 BASE
2 @ SLAB (BEYOND) I x2 OPEN BACK
EXTRUSION UPRIGHT u)
Lu
< W
(2) # lOx2'StAS THRU lx2 INT( o W L Dj 00
I 'x2'BASE PLATE ANCHORED
EAVE RAIL EACH SIDE OF COLUMN
o TO CONC w/ 114 " MASONRY <
F < W
F_ I— - CO cy) N
1- 1 /4" C MENTTYP. 0
ANCHOR 6" MAX EACH
SIDE 0 <
OF POST AND 24" O.C.MAX
ONC.EMBED
3000 PSI CONC
SLAB/ FTG
DESIGN DATE 06/29/2021
6x6- I oxI 0 wwm- 114 TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6'OF
OR FIBERMEIH FRONT VIEW COLUMN 1-11C PENETRATION INTO UNDERLYING FOOTING
DETAIL "G" SLOPED PURLIN REVISION 1: DATE
DETAIL "B" 2"x4" OR LARGER SELF MATING DETAIL "IP` - DOOR JAMB & HEADER CONNECTION SCALE: NTS REVISION 2: DATE SHEET:
UPRIGHT TO DECK DETAILS SCALE: NTS CONNECTION SCALE: NTS
DRAWN _T
SCALE: NTS 04
- - -- - - --------
GIRT FASTENED INTERNALLY AT EACH END I XS'x2" WIDTH EXTRUDED GUTTER BRACKET
WOOD SCREW SHALL BE C=
wl #10xl.5" EACH SCREW GROOVE FASTEN (THICKNESS OF LEG C C;
TO BEAM w/ 2"x2"xI /8" ANGLE (2) # 12 EMS O. 125" MIN., LONG LEG SHALL BE 0.072" MIN.) 4t
INTO BEAM & (2) #1 Oxl.5 THRU ANGLE INTO @EACH BEAM w/(2) # lOx3/4" SMS @I" SPACING
GUTTER WHERE NO GIRT IS PRESENT, ATTACH INTO GUT -TER LIP. FOR BEAMS ABOVE 2x8 INSTALL LL_ A
Q :
ANGLE DIRECTLY TO GUTTER GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & G) c) 0 0-
INCLUDE 2" GUTTER BRACE AT EACH BEAM c� C:)
(D
U-1 0
LOCATION. (D : U)
w
<
0 H a) =
0 'o
.05(Y'GUTTER STIFFNER vo z k c
2"x2"xI /9'ANGLE FASTEN TO FASCIA w(2)
w/(2) #10 SMS #I 2x2" WOOD SCREW
EACH LEG FASTEN TO GUTTER w(2) ......
#10SMS GUTTER LLJ
EXISTING HOST STRUCTURE BRACE " I
NED BY OTHERS) i -1 WHEN BEAM & PURLIN il]V
o �DESI HIT ON CORNER -
BE FASTEN OUTSIDE OF
BEAM & PURLIN
(2) #10 SMS (2) # 14 WOOD SCREWS C-P I
SPACING @ EACH GUTTER BRACKET W/ I /8'x2"x2" ANGLE 1 .0
o & (4) #10 SMS EACH LEG C) Lr) rl-
& (1) @ 18" O.C. MAX. u c)
MIN. EMBEDMENT SHALL BE 2"
(9) # 12x3/4" SMS
_j
CLOSE BOTTOM OF I /9" PLATE ON 45- ANGLE CO
BEAM WHEN TRIMMED FOR BEAM OVER 2x5 OR I/8"x2X2'ANGLE w/(4) E W
# 12 SMS INTO EACH C)
.044 RECEIVING CHANNEL, .044 RECEIVINGCHANNEL FASTEN TO STRUCTURAL GUTTER z z < 0
FASTEN w/(2) # 12 SMS INTERNALLY w/(2) # 10 EMS FASTEN INSIDE INTERSECTING MEMBER <
EACH SIDE OF BEAM SIDE CORNER :D 9 y (-)
ALTERNATELY 2x2xl /8" ANGLE BELOW GIRT, (2) # 14 SMS INTO (BEAM TO PURLIN) cr_
BEAM & (2) #10 SMS INTO STRUCTURAL GUTTER w/ I/8`x2`x2" ANGLE
w/(2) # 10 SMS W 0 00
OgAE
G
A AH
INTO EA. MEMBER 1 0)
SIDE VIEW JIL
(BEAM & PURLIN) ui < FL Lo c: EYEBOLT FOR
CABLE TENSION
OPTIONAL GIRT
z
PERIMETER
#10 SMS WITHIN 6" DETAIL "M" BEAM & PURLIN TO GUTTER FRAMING 1/8" STAINLESS STEEL (D co c:
& 24" O.C. MAX. L_
F_ FASTEN GUTTER TO CONNECTION SCALE: NTS BRAIDED CABLE 1 0)
Z_ FASCIA w/ # I 4x2" z 0
WOOD SCREW 18" O.C.
—,-VA-- K-, UJ
()#I MS DETAIL 1-2" CABLE CONNECTION <
G AT CORNER SCALE: NTS
RACE
(c)
cq (2) # 1 4XZ'
ANGLE 0 2x2XI /9'ANG WOOD SCREW
EA. SIDE OF BEAM
w/(2) # 10 SMS 1/8" STAINLESS STEEL _j
EACH LEG EACH SIDE ---FASCIA (2"x6" MIN. EXISTING) (2) # 14 WOOD SCREWS 40* MIN. BRAIDED CABLE
INTO FASCIA 60' MAX.
STRUCTURAL (2) # 10 SMS
---GUTTER I b
1
Z'x2x] /8" ANGLE w/(2) GIRT
z
(2) # " 'M'
MIN.
TOP VIEW # 10 SMS EA. GIRT
LEG
DETAIL "H" BEAM TO GUTTER
w
3" A.S.T.M. A-36 STEEL CLIP
CONNECTION SCALE: NTS �3000 PSI CONC. W-ITH (2) 3/B!'x3" SLEEVE ANCHORS
, 'TO 'o
SMB 6x6- x , 0
WWM OR FIBERMESH FOR PAVERS (2) 1/4"x6" TAPCONS S
THRU PAVERS INTO FOOTING
F . GIRT
1/8" STAINLESS STEEL
1 �BRAIDEDCABLE
F o I/8"x2"x4` STRAP 40o MIN..
(2) # 10 EMS INTO BEAM STRUCTURAL GUTTER 60'MAX_
(2) #10 SMS INTO GUTTER SIDE VIEW
F
o e
1O 0
F o \
o F F
F- INTERNAL OR EXTERNAL
3/16"-5052-H32 GUSSET
2 x 10 SMB ILLUSTRATED GIRT (2) GUTTER BRACES 3000 PSI CONC.
F 6x6-I0xI0
E ' �/12 losms 3/8" CIA x 3" EMBED C) U,
A�C WWM OR FIBERMESH
FASCIA-----' INTO ER#& � 2) # 14 CONC. SCREW ANCHOR
TABLE B-1 /I WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL),
NOTE F GUTTER
_�)L TO
INSTALL FASTENERS ALONG PERIMETER OF GUSSET BEAM COL. TO BEAM BEAM TO BEAM 2"x2'x1/8" ANGLE w/(2) BRACE 1 /9' STAINLESS STEEL _j co
-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS QTY SMS/ QTY SMS/ # 10 SMS EA. LEG R BRAIDED CABLE z
SIZE SIDE OFMIN.>- —i
MAY BE STAGGERED TO INSURE PROPER 60' MAX._j _j
QUANTITY PER TABLE B- 1 (8) #10 (13) #10 co
I �ix 4 SIDE OF COL. EA. FACE/SIDE 7�2) # 12 SMS 40' 'o, co
ILL!
/—IRA
4
F
F- F C
F
STAINLESS
40'
60o
FASTENER PATTERN MAY APPEAR DIFFERENT
G
# < <
2x5 10 (13) #10 LlJ
FROM ILLUSTRATION. 0 00
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM 2x6 (11) #10 (13) #10 SMB
(D , n
BEAM JOINT OR EDGE OF BEAM LAP
MAINTAIN 1/2'SEPARATION BETWEEN FASTENERS. 0 W T_
2x7 (15) #10 (15) #10 <
FASTENERS MAY BE EVENLY SPACED AROUND LU CO co N
EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT. 2 x 8 (13) #12 (15) #12 z 0
fI C
FASTENERS MAY BE STAGGERED TO INSURE GIRT 3OW PSI CONC. 0 of
I /9'x2"x4" STRAP GIRT STRUCTURAL GUTTER PROPER QUANTITY PER TABLE B- I 2x9 (21) #12 (21) #12 (2) # 10 SMS INTO BEAM 1 0
6x6-I0xI0- I.SX5.5'ALUM. STRAP
�2) # 10 SMS INTO GUTTER WWM OR FIBERMESH w/f2) 3/9'DIA. x 3" DESIGN DATE: of
(23) # 12 (22) #72 1 )/29/2021
TOP VIEW MASONRY ANCHOR
(TAPCON OR EQUAL) REVISION 1: DATE
DETAIL l" CORNER CONNECTION
DETAIL "K" GUSSET CONNECTION DETAIL 1- 1" CABLE CONNECTION REVISION 2 DATE
SCALE: NTS SHEET:
AT FOUNDATION SCALE: NTS
SCALE: NTS DRAWN BY: ST 0
SCALE: NTS