HomeMy WebLinkAbout22-53025335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
111191[millill i
BAR-00530
Issue Date: 0111712023
t=Arm7m- lrl=-# ;T MITI,
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
. ....... ............ .... .. .
CONTRACTOR SIGNATURE
IT OFFIC
A
Building Depoftent
Date Resolved Phone Contact for Porolift 321
ai'
3�ik:1k 4BC ti4F. 311d .tYiF .
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Fill out application completely,
Owner
If over x +v
(copyAgent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERmnmmo of "J ®#.
11,
U K OCONSTRUCTION, LLC.
,5
17033 Budowski Rd
BROOKSVILLE, FL 34614
(352) 200-1593
The following list of people are authorized to drop off/pick up permits for Bruko
Construction LLC State License # SCC131151486 at the City of Zephyrhills Building
Ammmsm=
Candace Banville
Madeline Franku
Julie Fitz
Shane Briggs
Thankyou
Jason Brust,
Owner of Bruko Construction LLC
-101-1�
The foregoing instrument has been acknowledged before me this 1= day of
'�ayw GkYU-,, 202L by A-ASoy--, who is
personaly known to me or produced ID.
HOW= I
Notary Public State of Florida
Madeline Frankurn
R,g My Commission HH 080488
Notary Signature
Expires 01,213/2025
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
ME==
Fee Simple Titleholder Address
-L i, AIAI 003
timer Phone Number ;C) • L4 ?_Z_0
weer Phone Number
wnerPhoneNumber
JOB ADDRESS
SUBDIVISION NttffPARCELID*
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF
BUILDING SIZE SQ FOOTAGE 4 HEIGHT
AX xv X-W,x x x x VA WA-Viulux x it X'X'X-t Ir x x VIE-11E WAIA 1EX V11 I it x x x IE x ALA 97A it CAUIE VT "x IL JE I
[OBUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W,R.E.C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
J
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILD COMPANY V-0
ER
SIGNATURE REGISTERED Y N FEE CURREN YIN
A ass
ddress License #
ELECTRICIAN COMPANY E;;;=== SIGNATURE REGISTERED �L CURREN
Address License V
PLUMBER COMPANY E;;;=
SIGNATURE E=== REGISTERED . =1_.RRE11
Address License #E::====
MECHANICAL COMPANY E;;;
SIGNATURE E:=== ;
REGISTERED FEE CGRRVNY / N��
Address License #E=���
OTHER COMPANY E;;;=
SIGNATURE REGISTERED r1=C.RRL.
Address License #E==:=:=
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ton (10) working days after submittal date. Required Castle, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpster; Site Work Permit for subdivisionsIlarge projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, Rao Permit for new construction.
Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwater Plans w/ Sift Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. AD commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
-PROPERTY SURVEY required for all NEW construction,
rUons:
Fill out application completely,
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is requIriul, (AC upgrades o,
- 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)
Remofs 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 RESTRIC71ONS: 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 Divislon--Licansing 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 property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES 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.
CONSTRUC'nON 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'StOWNER'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 arid 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, WaterMastewater 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 "N' 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, posits, 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 became 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 pence 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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or has/have produced
as identification.
Notary Public
Commission No.
Name cfNotary typed, printed or stamped
Who is/are personally known to me or has/have produced
as identification.
Notary Public
Commission No.
Name 01 typed, printedd or stamped
100 Pk&, Notary Public State of Florida,
Madeline Frankurn
HH 0 W My Conorritssron HH 080488
Expires
0 I=
11 0 5
1� dP Expires 01113/2025
,�,e
E,
PLOT PLAN
DESCRIPTION:(AS FURNISHED)
LOT 9, OAKS OF PASCO
AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
ON LOT GALCULATIONS
LOT
A 5,250
So, FT,
LIVING AREA
1,651
SO FT,
GARAGE
416
SO. FT
ENTRY
100
So. FT,
LANAI
= 260
SO FT.
RATIO
0
SO: FT,
DRIVEWAY
328
So, FT
A/C PAD
9
SO, Ft
WALKWAY
30
SO, FT.
IMPERVIOUS
53%
2794
SO, FL
SOD
Z456
SCL FT,
OFF LOT CALCULATION$
RIGHT OF WAY
400
So, M
DRIVE APRON
57
SO, Ft
PUBLIC S/W
250
SO. FT.
SOD
93
SO, Ft
TOTALS
AREA
5,650
SO. FT.
DRIVEWAY
385
SCL FT,
SIDEWALK
280
so, FT.
SOD
Z549
SO, FT,
PREPARED FOR:
ilt
BUILDING SETBACKS
FRONT' 20,
REAR. 10
SIDE: S'
SIDE STREET: 15'
v
NOTES:
I, PROPOSED ELEVATIONS SHOWN HEREON ARE BASED
ON THE APPROVED ENGINEERING PLANS PREPARED
BY CORNELISON ENGINEERING At DMGN Wt
Z ELEVATIONS ARE BASED ON NANO 1988
DATUM.
THIS PLOT PLAN IS INTENDED FOR PERMtTnNO PURPOSES
ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED STRUCTURE, THE CONTRACTOR AND/OR
OWNER ARE REOUIRED TO VCRWY ALL SEVACIAS, BUILDING
DIMENSION% AND LAYOUT SHOWN HEREON PRIOR TO ANY
CONSTRUCTION,
THIS IS NOT A SURVEY
THIS IS A PLOT PLAN ONLY
ZEM"
BROWN HMON ARE BASED ON THE CU41SUK OF
MEAWAS C"T BEING N57VV31'% PER PTAT,
(FELODATE;l _
SCALCZ I* - 30 _FEET
APPROVED BY,
JmNo, --LO"05 —LoTo
ORAW14BY: - _� �O�
BUILDING SETBACK LINE
CENTERUNE
R04T OF WAY LINE
PROPOSIRT ELEVARON
PRON1SED DRAINAGE FLOW
CONCRETE
A/C
AIR CONN7104ER
5/w
SOMALK
�6�14 I" - 30'
QRAP�HA
01, 0 is 30
m
PONT or INTERSECTION
PC
PONTT OF CURVATURE
PT
POINOF TANCENCY
RE
RAMOS PONT
PAC
PONT OF REVERSE CURVATURE
PCP
PERMANENT CONTROL POINT
IN?
MCAL
CONORLATCIE SLAB
(Pcs)
PM P
Pc
CALCULATED
I
PLAT BOOK
M
PAM
SO. FT, SWARE FEET
FLU.& FEDERAL SOM4CY MANAMEFIT AGENCY
FJA,U
HARD
FLOOR INSURANCE RATE. MAP
NORTH AMERICAN SCAL DATUM
S%
SANITARY SEWER CASWE"T
PC
DRANAOC CA ANT
UE
UTILITY EASOAAD
1, THE SURVEYOR HAS NOT ASSTRACTEO THE
LAND 5MOVO4 HEREON FOR EASEMENTS, RIGHT
OF WAY, RESTRICTIONS OF RECORD WHICH
MAY AFFECT THE TITLE OR USE OF THE LAND
Z NO UNDERGROUND IMPROVEMENTS HATE 8CEN
LOCATED EXCEPT AS SHOWN.
3, NOT VALID WITHOUT THE AUTHENTIC
ELECTRONIC SIGNATURE AND THE AUTHENTIC
ELECTRONIC SEAL OF' A FLORIDA LICENSED
SURVEYOR AND MAPPER.
Z",
PRO
THE
FAR
—i-A—MESW, 86LEMAN PSM# 6-485 DATE
E
9
DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS &STANDARDS SHEET NO. DRAWING INDEX ``\1.........
.°.,,
1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 — ``°
%J
co
Ln
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH, 23 WOOD, S%03 j GENERAL NOTES.-
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1 A OF THE ALUMINUM DESIGN MANUAL PREPARED BY S/02 PLAN/ ELEVATIONSI:' co ui C� ; =_ 0
THE ALUMINUM ASSOCIATION, INC. WASHfNGTON D;C. 2005 ED. _ _._-- ___-- = co LL s
3. AscE 7-16 &SET 7 SIfl3 DETAILS — 0. >
4, NDS NATIONAL DESIGN SPECIFICATION FOR WOOD, 6 im
5, AC1318 CONCRETE REFERENCE MANUAL. S/04 DETAILS k z
iW—
WIND LOADS
05
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE S/DETAILS
1604.5: RISK CATEGORY 1. - !f 'i i i i i i o
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 04
.._.........---
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C en
3. WIND LOADS PER FBC TABLE 2002,4 (MWFRS) ( o
VOLT = 130 MPH & EXPOSURE = C cy)
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 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 1S 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,
1F 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
114" 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 #10X 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,
OF ZEPHYR
,a
s�r I
Ts BUILDING CODE,
,
,) . APE" . RHI L..
Ar
1X2
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x x
2X4SN
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1X2
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WALL
J--
1X2
2X4SMB
nt >- >-
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2X4SMB
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1X2
m
HATCH/ SYMBOL LEGEND
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
HATCH INDICATES
OTHERWISE NOTED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
EXIST. STRUCTURE
# 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
__j
J #10SCREW 6" FROM ENDS & IZ'CENTER TOCENETER,
NOTE: ALL MAY NOT APPLY
1 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" & I "X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
8. DOOR LOCATION MAY BE DETERMINED/ RELOCATED BY
CONTRACTOR IN THE FIELD.
NOTE: COLUMN SIZE VARIES SEE PLAN ELEVATIONS
HOUSE WALL"
1X2
T ROOF Ln
2X4SMB
CD
2XElSMB A—
'o
cv
2X4SMB
ix �ni oo
1+
lx
2X4 KB X1 X�
cIll -il
rn 00
IX2
Vt 1 If �ill 101-01, —6-10 6-10- ----i-6A A -10- —,6'-10 —1 6- 10
A 16"K024 KP TYP.
34'-0" - I
34'-0"
RESIDENCE,
HOS
T 12" O/H
STRUCT. GU-17ER
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ALUMINUM MEMBERS DIMENSIONS:
Z'.'. uj
(2) #IOX3" SMS INTO SCREW - c\j 00
I"x2'FASTEN TO COL- {INTERNAL) EDGE MEMBER HOLLOW SECTIONS Lu
BOSSES FOR L0
2 x 2: Z'x Z'x 0.050" ui 0) u-
w/(2) #10x]-1/2'SMS, FASTEN TO Z M
EAVE RAILS ABOVEw/#10 1-1/2'SMS 0 0 0.,
24'O.C. AND 6" WITHIN COL. 2 x 3: Z'x 3'x 0.050"
2 x 4: Z'x 4'x 0.050" 4
o
2 x 5: 2" x 5" x 0.050"
TABLE "D" BEAM PER PLAN
(SLOPED OR FLAT) EDGE MEMBER o OPEN BACK SECTIONS ......
w
BEAM QTY/ SIZE EACH SIDE o OR PURLIN 0 1 x 2: 1 x 2" x 0.044'
I x 3: 1 x 3" x 0.045" Ilk
o III 111000\0\
o
2 x 3 (6)/ #10
o EDGE MEMBER SNAP SECTIONS
2x4 (8)/ #10 BEAM PER PLAN (2) #1 Ox2" OR PURLIN 2 x 2 SNAP: 2" x 2" x 0.045"
INTO BEAM OR 00
NOTCHED TO RECEIVE r'_
2x5 (8)/ #10 COLUMN WITHIN 2 x 3 SNAP: Z'x 3" x 0.050" u CD
BEAM- 2 x 4 SNAP: 2'x 4!'x 0.045" 0)
2 x 6 (9)/ #10 CH SIT BRACE
SMS, (EACH DE)
INSTALL BRACE 0.0625'6063-T6 FLAT PLATE
2 x 7 (11)/ #10 QTY/ SIZE PER TABLE D" TO CORNER SELF MATING (SMB)
w/(B) #10x.75'SMS, MIN..5" (D ui
EDGE DISTANCE, PLATE MAY BE 2 x 4 SMB: 2" x 4'x 0.046" x 0.100" z Z
2 x 8 (12)/ # 12 FASTENED INTERNALLY TO BRACE 2 x 5 SMB: 2" x 5" x 0.050" x 0.116"
i \ NOTCH PROFILE MAY VARY I — D
2 x 9 (14)/ # 12 TO PERMIT CORRECT # SMS
2 x 6 SMB: 2" x 6'x 0.050" x 0. 129'
2xlO PURLIN 2 x 7 SMB: 2" x 7" x 0.055" x 0. 129' C) 0
(14)/ #12 0
COLUMN PER PLAN 2 x 8 SMB: 2" x 8" x 0.072" x 0.224"
L 2 x 9 SMB: 2" x 9" x 0.072" x 0.224' 1 _3 m E
W < LL U-) o c
()
FROM EDGE OF BEAM SMS O.C. L 2 x 9HSMB: 2" x 9" x 0.082" x 0.306" - I
MAINTAIN MIN, OF 5/9� SEPERATION u LLJ
2 x 10 SMB: 2" x 10" x 0.092" x 0.374' Z ui Ir- .
0) 0)
DETAIL E - UPRIGHT TO BEAM DETAIL "D" - ROOF BRACING CONNECTION ALL MAY NOT APPLY c) cy) c:
CONNECTION SCALE: NTS SCALE: NTS DETAIL A , LLJ
Z o' 'T- - i
LL
<
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------ - ---- - < 0
co
_J\v_1 I
MINIMUM NUMBER OF TAPCONS INTO CONCRETE & ALUMINUM INTERNAL OR EXTERNAL co
RECEIVING CHANNEL w/�24� #
# 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM # I Ox,7755::
4x
INTO GIRT OR PURLIN & co
THROUGH SECONDARY 2" X 2" X OJ 25" ANGLES
INTO BEAM OR UPRIGHT 0.062 ANGLE (4) #]Oxl-]/Z'SMS INTO 0
(SEE BELOW) CLIPS MAYBE USED 0-
2X4 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 10 X 3/4'S.M.S. SCREW BOSSES LL C\j
2X5 S.M.B. (1) 1/4" X 2-1/4'S.S. TAPCON & (2) # 10 X 3/4'S.M.S. C14
FASTEN TOP OF HEADER TO INTERSECTING
2X6 S.M.B. (2) 1/4" X 2-1/4"S.S. TAPCON & (3) # 10 X 3/4" S,M.S.
2x2'MEMBER w/(2) # 10 SMS w1I
2X7 S.M.B, (2) 1/4"X 2-1/4!'S.S, TAPCON & (4) # 10 X 3/4" S.M.S. PENETRATION INTO SCREW BOSS OF
2X8 S.M.B. (3) 114'X 2-1/4'S.S. TAPCON & (5) # 10 X 3/4" S.M.S. 2X2'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. z
2X1 0 S.M.B. (5) 1/4" X 2-1/4" S,S, TAPCON & (7) # 10 X 3/4'S.M3. �RIRLIN
2'x2'DOOR JAMB Q
MEMBER ui
I /8'x2x2'x ANGLE vll______ — SELF -MATING OR UPRIGHT, BEAM SNAP,
SNAP SECTION TYP.
5032 H-32 ANGLE SELF MATING, OR HOLLOW 0
(2) - #10 SMS INTO COLUMN I "xZ'O.B. BASE PLATE-TYP.
114MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL.
-- — — --- - --------- --------
Z'REVEALTYP. FASTEN HEADER w/(2) # Ox3"
HEADER w/(2) #
INTO SCREW BOSS OF HEADER DETAIL "C" -GIRT OR PURLIN TO BEAM
ANCHOR EMBEDMENT OR POST DETAIL SCALE: NTS
2-1 1,V'MIN. CONC. @? I"xZ'O B. LOCATION TYP.
ANCHOR EMBEDMENT ]-I 14'MI N. CONC. ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED - FASTEN
@ SECONDARY ANGLE Z-BAR TO COL/HEADER AT EACH
4 o
Z'CORNER AND I 9'O/C U)
MIN. INCREASE DISTANCE
L
3000 PSI CONC. WHEN GREATER THAN 2X4 UPRIGHT IS USED 2'x2x.063' - DIM. TO MATCH PURLIN
SLAB/ FTG.
SIZE RECEIVING CHANNEL z
6x6-]Ox]0WWM (2) #12SMS INTERNALTOEAVE RAIL 0 C14
SIDE VIEW NOTE 0
OR FIBERMESH WHERE PAVERS ARE PRESENT USE 5116� (3) #12 EACH SIDE INTO PURLIN
TAPCON XL (RED HEAD MFG.) MASONRY ALTERNATE BASE PLATE CONNECTION o < Lo
ATTACH Z'x2'TO BASE PLATE 't m
ANCHORS TO PENETRATE UNDERLYING (INTERNAL) w/(2) #lOx2'SMS 0 0� co co
CONCRETE FOOTING 2-1/4' (MIN.) Z) _j _1�_ 1
LL 4" MASONRY ANCHOR CAI- —
�e
AT EACH ANGLE U) z
�2) - #10SMS ATTACH BASE PLATE TO 2'xZ' - I
w/(2) #I 0x3'SMS INTO SCREW EAVE RAIL- SEE PLAN Z .:>
1 1 U) >
114" TAPCON XL (RED HEAD MFG. OR EQUAL) BOSS OF BASE PLATE EXTRUSION _j
2 (i� I x2 BASE 0 0
f--2 @ SLAB (BEYOND) I x2 OPEN BACK/ 0 0 >
cii
EXTRUSION UPRIGHT U) LLI
0 uj
IT (2) #10x2"SMS THRU Ix2 INTO cy) 0 cy') >_
4 0 0 >
I "x2'BASE PLATE ANCHORED ---------- EAVE RAIL EACH SIDE OF COLUMN c) (D
0 < 0,
TO CONC w/ 1/4'MASONRY flIf C) 'o
ANCHOR 6" MAX EACH SIDE < ED F'_ < ro LIJ
w
OF POST AND 24'O.C. MAX ED - 1: co N
1- 1 /4" CONC. EMBEDMENT TYP. 0
0
Q
SLAB/ FTG. 114" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF DESIGN DATE: 09/29/2022
6x6-lox10wwm FRONT VIEW COLUMN 1-114" PENETRATION INTO UNDERLYING FOOTING
OR FIBERMESH DETAIL "G" - SLOPED PURLIN 10/20/ 2022
DETAIL "B" - 2"x4" OR LARGER SELF MATING DETAIL "F" - DOOR JAMB & HEADER CONNECTION SCALE: NTS - REVISION 2: 11/1612022 1 SHEET:
UPRIGHT TO DECK DETAILS SCALE: NTS CONNECTION SCALE: NTS DRAWN BY, TCP I
103 SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END I 'x5'x2'WIDTH EXTRUDED GUTTER BRACKET 04
Lo
wl #10xl.5'EACH SCREW GROOVE. FASTEN (THICKNESS OF LEG @ WOOD SCREW SHALL BE im C=
TO BEAM w/ 2"x2"xl /3'ANGLE (2) #12 SMS 0125"MIN LONG LEG SHALL BE 0.072" MIN,) rn
INTO BEAM & (2) #10x1.5 THRU ANGLE INTO � EACH BEAM w/(2) #10x3/4'SMS @ I" SPACING
GUTTER WHERE NO GIRT IS PRESENT, ATTACH INTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALL LLI
ANGLE DIRECTLY TO GUTTER GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
Lu
Lo
INCLUDE 2" GUTTER BRACE AT EACH BEAM co LL
LOCATION. I LL1 (m
0 C)
z
z
.050'GUTTER STIFFNER -J.:
D
2"x2'xI/a'ANGLE FASTEN TO FASCIA w(2)
w/(2) #10 SMS #12x2" WOOD SCREW
EACH LEG FASTEN TO GUTTER w(2)
o
EXISTING HOST STRUCTURE #10 SMS - GUTTER
- BRACE
o (DESIGNED BY OTHERS) WHEN BEAM & PURLIN wo
BEAM o
HIT ON CORNER -
FASTEN OUTSIDE OF F_
BEAM & PURLIN
(2) #10SMS (2) #14 WOOD SCREWS @ V
W/ I/8"x2'x2'ANGLE
SPACING @ EACH GUTTER BRACKET 00
0 & (4) #10 SMS EACH LEG Lo
& (1) @ I 9� O.C. MAX. �7u ti
C)
0 0 MIN. EMBEDMENT SHALL BE 2' LZ 1 (9) # I 2x3/4" SMS co
u c1r)
co
CLOSE BOTTOM OF
c5o I 8" PLATE ON 45' ANGLE ry
BEAM WHEN TRIMMED OR 116"' X2X2 (D
FOR BEAM OVER 2X5 'ANGLE w/(4) z <
.044 RECEIVING CHANNEL, .0" RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER # 12 SMS INTO EACH
FASTEN w/(2) # 12 SMS INTERNALLY w/(2) # 10 SMS FASTEN INSIDE CORNER INTERSECTING MEMBER
EACH SIDE OF BEAM ALTERNATELY 2X2xI /9'ANGLE BELOW GIRT, (2) #14 SMS INTO (BEAM TO PURLIN)
BEAM & (2) # 10 SMS INTO STRUCTURAL GUTTER wl 1/9'xn2'ANGLE
w/(2) #10 SMS uj o 80-
INTO EA. MEMBER -i a) E
SIDE VIEW BEAM & PURLIN) EYEBOLT FOR uj < u- Lo o
OPTIONAL GIRT o I CABLE TENSION Z - " 0 W
li W 0
PERIMETER 0) U-
#IOSMSWITHIN 6" DETAIL "M" BEAM & PURLIN TO GUTTER FRAMING-",, 1/9' STAINLESS STEEL (D cy) c:
& @ 24'O.C. MAX. FASTEN GUTTER TO �BRAIDEDCABLE FASCIA w/ # I4x2'CONNECTION SCALE: NTS0
z
WOOD SCREW I S'O.C. _j 4t LL
uj
(2) # 10 Sms < <
DETAIL 1-2" CABLE CONNECTION < 0
G
AT CORNER SCALE: NTS
co
RACE ___
0 Co 00
C)
2x2xl /T (2
ANGLE WOOD SCREW 0
EA. SIDE OF BEAM
IL
w/(2) #10 SMS
I /9" STAINLESS STEEL CAI
U-
EACH LEG EACH SIDE FASCIA (2'x6" MIN. EXISTING) IN
IS) # 14 WOOD SCREWS 40* Mll BRAIDED CABLE C14
(2) # 10 SMS INTO FASCIA 600 �
STRUCTURAL MAX.
GUTTER d
2'x2'xl /8" ANGLE w/(2) GIRT
TOP VIEW #10 SMS EA. LEG
4
DETAIL "H" BEAM TO GUTTER
uj
CONNECTION SCALE: NTS 3000 PSI CONC. 3'A.S.T.M. A-36 STEEL CLIP
SMB 6x6-1 Ox 10 WITH (2) 3/8!x3'SLEEVE ANCHORS
0
- ----- FOR PAVERS (2) 1/4"X6" TAPCONS
WWM OR FIBERMESH THRU PAVERS INTO FOOTING cr_
I /9" STAINLESS STEEL
BRAIDED CABLE
"'"
40MI
I /9x2x4STRAP
F 0 /
(2) # 10 SMS INTO BEAM STRUCTURAL GUTTER 60' MAX.
0 (2) #10 SMS INTO GUTTER SIDE VIEW
F \1 I I
0 C)
F U)
'
F 4
0
0 3/W-5052-1132 GUSSET 0 z 'ItT
1 0 F INTERNAL OR EXTERNAL GIRT �2) GUTTER BRACES 3000 PSI CONC. CD < Lo
F 2 x 10 SMB ILLUSTRATED EACH w/(2) #10 SMS 6x6-1 Ox 10 3/3'DIA x 3'EMBED 0 4 Lii cy)
FASCIA INTO GUTTER & (2) #14 WWM OR FIBERMESH CONC. SCREW ANCHOR � cy) cy) I
TABLE B-I WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL) :D -i _j 1
cl� ;zl;
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/9" MIN, FROM EDGE. FASTENERS
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-I
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MA NTAIN 1/2' SEPARATION BETWEEN FASTENERS' MAINTAIN 3/9'MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 3/8'OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-I
BEAM
COL. TO BEAM
BEAM TO BEAM
SIZE
j CITY SMS/
QTY SMS/
SIDE OF COL.
EA, FACE/SIDE
_2x4
(8) #10
(13) #10
2x5
(8) #10
(13) #10
2x6
(11) #10
(13) #10
2x7
(15) #10
(15) #10
2x8
(13) #12
(15) #12
2x9
(21) #12
(21) #12
2xI0
-- —
(23) # 12
— ---------- --------- --- — - -----
(22) #12
2'x2'xl /9'ANGLE W/(2)
#10 SMS EA. LEG
o GUTTER
BRACE
/9'STAINLESS STEEL
-'/8" STAINLESS
BRAIDED CABLE
BRAIDED
40o
U)
U) > w
z
<
MI
Oo MIN
6CP MAX
0
>
3:
(D
12) # 12 SMS
U
U)
0
W
w
>- E
SMB
Om
0 0 icy)®
H_ :D cy)
0
<
UJ
> cy) M
CD
-------- j
c) cr- c) 0
<
0� co
< f'o w
X: cy) IMP
1/6x2-x4" STRAP
(2) #10 SMS INTO BEAM
GIRT
STRUCTURAL GUTTER
3000 PSI CON
6x6-1 Ox 1.9'X5.5'ALUM. STRAP
z
0
0
0
(2) #10 SMS INTO GLITTER
WWM OR FIBERMESH w/(2) 3/9'DIA. x 3'
DESIGN DATE:
09/29/2022
TOP VIEW
MASONRY ANCHOR
DETAIL l" CORNER CONNECTION (TAPCON OR EQUAL) REVISION 1: 10/20/2022
DETAIL "K" GUSSET CONNECTION SCALE: NTS DETAIL "I-1" CABLE CONNECTION REVISION 2: 11/18/2022 SHEET:
SCALE: NTS AT FOUNDATION SCALE: NTS DRAWN BY. TOP
— --------- - ----- SCALE: NTS 04--
IF
�3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
0
CARRIER BEAM
00
'x2'MEMBER
FOR SCREENING
VARIES
HORIZONTAL BEAM
ON ITS SIDE
POST
I
(IF REQUIRED)
OPTIONAI 2"x2"FASTENED TO CARRIER
BEAM w/(2) #10xl -1 /2'SMS INTO
SCREW BOSSES EACH END
CARRIER BEAM --\
2 AZAEL 1 2S'
2" FOR SINGLE
RECEIVING CHANNEL
HORIZONTAL BEAM
OR ANGLE EACH SIDE
4" FOR DOUBLE
HORIZONTAL
# ]OX0.75" SMS
BEAM OR 4X4"
16)
EACH SIDE
6" FOR TRIPLE
HORIZONTAL
\
BEAM OR 6X6
'-�12) #10xD75'SMS
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
CARRIER BEAM TO POST DETAIL
SCALE: NTS
OPTIONAL
I'V2'MEMBER
FOR SCREENING
# loxi-I 12' Sms c- ls�
O.C. MAX CONNECTING
TO !"x2'CARRfER BEAM
#10xl-1/2"SMS @ lg�
O.C- MAX CONNECTING
TO TA2" POST
(4) 3/a� EA. LDTS MAY USE (4) #1 4x I" TEK
2-1/4" MIN, EMBEDMENT - IN LIEU OF THRUBOLTS
THRU BOTTOM LEG OF (3) 114'DIA. MACHINE
ANGLE INTO CONIC. \-�- -- - BOLTS %,v/ WASHERS
I
2'xn0.125'ANGj - E
EACH SIDE TYP,
ROOF BEAM �SLOPED OR FLAT)
�NOTE USE SIMILAR DETAIL FOR
NOTCHED UPRIGHT CONNECTION
TO CARRIER BEAM
ROOF BEAM TO C.B. W/
I /&'ANGLE TABLE
3/4'SMS SEE TABLE FOR
QUANTITY (TYP. EACH SIDE)
3/4'SMS SEE TABLE FOR
QUANTITY (TYP. EACH SIDE)
NOTE: FOR DOUBLE OR TRiBLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
4X4 POST OR NOTCH POST AS ABOVE
FOR 6x6 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
MAY USE (4) #1 4x I" TEK
(4) 3/9'DiA. LDT'S IN LIEU OF THRUBOLTS
2-114� MIPL E
THRU BOTTOM LEG OF
ANGLE INTO CONC - --L
(3) 1/4'DIA. MACHINE-., E
BOLTS wl WASHERS 2'
3-3/4� FROM EDGE ---
OF SLAB/ FIG. 3-3/4' FROM EDGE ---
OF SLAB/ F,
TOP VIEW
TOP VIEW
(3) 1/4- DIA. MACHINE
BOLTS w/ WASHERS 4'A4' POST
(SEE PAGE-2 COLUMN PER PLAN
1411 3/6'DIA. LDT'S FOR SIZE'�
2-114� MIN. EMBEDMENT (3) 1/4" DIA. MACHINE
BOLTS w/ WASHERS
H A3-3/4"
THRU BOTTOM LEG OF
ANGLE INTO CONIC. I /9'x2'x2
2`X4X0.I 25 ANGLE (LENGTH) ANGLE
v /
(4) 3/9� DA. LISTS (INTERNAL)
2-1/4'MN. EMBEDMENT
THRU BOTTOM LEG OF
ANGLE INTO C-ONC.
4
4 1
3000 PSI CONC.
SLAB/ FTG. -
3000 PSI CONC.
6x6- I Ox 10 WWM SLAB/ FTG.
OR FIBERMESH FRONT VIEW 6x6-1 SA 10 WWM
OR FRBERMESH FRONT VIEW
4"x4" POST CONNECTION DETAIL 4X4 COLUMN ALT. BASE ATTACHMENT
SCALE- NTS DETAIL SCALE: NTS
NOTES:
1. 3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM
2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE.
2. WHERE 4x4 POST HAVE 1/2" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL), PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDE MINIMUM
3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS.
3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN
2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.
BEAM QUANTITY/ SIZE EA.
SIZE LEG TO BEAM
2x4 [4) #12 OR (2) # 16
k2x5 [5) # 12 OR (3) # 16
1 2x6 (5) # 12 OR (3) # 16
2x7 (6) # 14 OR (4) # 16
2x8 (7) # 4 OR �4� #1 16
2x9 1(8) #�4 OR 5 # 16
2 x 10 1(9) # 14 OR (6) # 16
- - - ----------- - --------- —
(3) 1/4- DIA. MACHINE BOLTS POST
wl 3/4'DIA. WASHERS THRU
CARRIER BEAM & POST
[3) 1/4'DIA. MACHINE BOLTS
,/ 3/4'DIA. WASHERS THRU
CARRIER BEAM & POST
TOP VIEW
CARRIER BEAM
0
CARRIER BEAM I o
(3) 1/4"DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THEN
CARRIER BEAM & POST
(3) 1 /a'DfA. MACHINE BOLTS 11
POST
w/ 3/4" DIA- WASHERS THRU If
CARRIER BEAM; & POST
FRONT VIEW
CORNER CARRIER BEAM CONNECTION
DETAIL
SCALE: NTS
1/,3'VZ'X2'x LENGTH CUT TO FIT ANGLE
EACH SIDE OF BEAM FASTENED
IDTA-Z'1,2'x LENGTH CUT TO FIT ANGLE
W/ (4) #1 Z(5/9� SMS TO BEAM
EACH SIDE OF BEAM FASTENED
(2) 114" TAPCON INTO HOUSE WALL
W/ (4) #1 2x5/9'SMS TO BEAR,
2-1/4" EMBEDMENT MIN. ALTERNATELY
(4) # I a5/9� EMS (�� 3/4'SPACING TO GUTTER-
RECEIVER CHANNEL MAY BE USED IN
WHERE GIRT PRESENT USE 1/6x2" X2'ANGLE
LIEU OF 1/6'ANGLE EA. SIDE
OVER GIRT AND CUT TO FIT BROW GIRT.
FASTEN EACH LEG W1 (2) #1 W5/6' SMS
SEE DETAIL H"
FOR GUTTER -
2'x2'PERIMETER STIFFNER SPECS, \
EXISTING HOST STRUCTURE
�DESIGNED BY OTHERS),
BEAM PER PLAN I
CLOSE TOP OF
SIDE VIEW BEAM WHEN TRIMMED
-014 RECEIVING CHANNEL,
FASTEN,,v/#12 EMS
EACH SIDE OF BEAM
BEAM TO GUTTER/HOST CONNECTION
DETAIL SCALE: NTS
z
I 7r
x
07>
c=
uioo
f:
Lo Lli
c') LL- ry -
a-,
0)
Lli
0) 00:
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6
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