HomeMy WebLinkAboutRevisions; Removed Window in dining room and added window to master bathroomOFFICE USE ONLY:
DATE FILED: • ' -� • , 1
REVISION FEE:
PERMIT # 1904-0094
RECEIPT # I �S"4 (.d
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION RECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 AUG 13 2019
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS ST° Lucie County, Permitting
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
131 Ocean Estates Drive, Fort Pierce, FL 34949
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Removed window in dining room and added window in master bathroom
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGCO24829 ST. LUCIE CO CERT. #: 29976
BUSINESS NAME: TRM Construction Manaqement
QUALIFIERS NAME: Thomas Rickert Miller
ADDRESS: 1512 SE Village Green Drive
CITY: Port St Lucie STATE: FL ZIP: 34952
PHONE (DAYTIME): 772.905.2727 FAX: 772.237.3081
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: Farid Abuqattas, P.E.
ADDRESS: 7318 Texas Trail
CITY: Boca Raton STATE: FL ZIP: 33487
PHONE (DAYTIME): 954.667.7803'
SLCCC: 9123109
Revised 06130117
FAX: 561.665.5438
t y ! '%'ff REW"VISION
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'Glass Block Supp/, -, it C^
Phone: (386) 676-07 70
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F aat: (886) 676- 0.787
ivww. GlassB1ockSupp 1yL.LC. com
MIAMMAM
MLAMI-DADS COUNTY ,
_
PRODUCT CONTROL SECTION
SW 26 Street, Room 208
!DEPARTMENT OF REGULATORYAND ECO1dOBaC RES CES Earn, Florida 33175-2474
BOARDAND CODE ADMINISTRATION DIVISION
590 F(786)315-2599
ng
NOTICJE OF ACCEPTANCE (NOA)iamidade.
ovlecenomv
Seves Glass Block, Inc. I � Lucie County, permittingJ
10576 Broadview Road
Broadview Heights, OH 44147
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right
to have. this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material. fails to meet the requirements of the applicable building code,
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Residential Hurricane Resistant Windows with THICKSEr 90 Series Glass Block
and ProVantageO Silicone System
APPROVAL IDOCUTMiENT: Drawing No. RFIRW-001, titled "Residential Hurricane Resistant Windows
with THICKSET' 90 Series Glass Block and ProVantagex Silicone System", sheets 1 through 3 of 3, dated
11 /17/2015, prepared by the manufacturer, signed and sealed by Hermes F. Norero, P.E. on 12/19/2017,
bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and
expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a pennanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERTMINALTION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA #I5-1201.12 and consists of this page 1 and evidence pages E-1 and P,2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. lUtrera, P.E.
NOA No. 17-0821.14
rauMwAaewUNTWY Expiration Date: December 1, 2020
Approval Date: February 8, 2018
41 f _3 ool g Page I
Seves Glass Block. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITT'E1D
1. Evidence submitted under previous NOA's
A. DRAWINGS "Submitted under IVOA # 1i-1201.12'
1. Drawing No. RHRW-001, titled "Residential Hurricane Resistant Windows with
TIRCKS.ET° 90 Series Glass Block and KWIK'N EZ Silicone System", sheets 1 through 3 of
3, dated 1111712015, prepared bythe manufacturer, signed and sealed by Hermes F. Norero,
P.B.
B. TESTS "Submitted under NOA # 15-1201.12"
i. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of Residential Hurricane Resistant
Windows with THICKSET 90 glass block and KWIK'N EZ Silicone System", prepared by
Intertek/Architectural Testing, Inc., Test Report No. F0556.01-501.18, dated 11117/2015,
signed and sealed by Joseph A. Reed, P.E.
"Submitted under NOA # 04-0301.01 "
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of Seriesll odel S" x 8" x 4"
THICKSET 90 glass block assembly", prepared by Architectural Testing, Inc., Test Report
No. 01-44639.03, dated 12102/2003, signed and sealed by Joseph A. Reed, P.E.
C. CALCULATIONS "Submitted under NOA # 15-1201.12"
1. Anchor calculations prepared by Building Drops, Inc., dated 12/08/2015, signed and sealed by
Hermes F. Norero, P.E.
"Submitted under NOA # 12-0406 05"
2. Anchor calculations prepared by Building Drops, Inc., dated 04/03/2012, signed and sealed by
Hermes F. Norero, P.E.
"Submitted under NOA # 04-0301.01 "
3. Calculations prepared by Engineering Analytics, Inc, sheets 1 through 4, of Thickset
Series Fasteners, dated 05/0212005. signed and sealed by Carol D. Hays, P.E.
Ol !��lt3
Carlos 11'L Utrera, P.E.
Product Control Examiner
NOA No. 17-0821.14
Expiration Date: December 1, 2020
Approval Date: February 8, 2018
E -1
Seves Glass Block, lac.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0909.11, issued to Cardinal Systems, Inc., for their Rigid PVC
Extrusions for Glass Black, approved on 12/I 1/2014 and expiring on 12,101/2020.
F. STATEMENTS "Submitted under NOA 4 I5-1201.12"
1. Statement letter of code conformance to the 5d' edition (2014) of the FBC and of no financial
interest, issued by Building Drops, dated 12108/201 S, signed and sealed by Hermes F. Norero,
P.E.
"Submitted under NOA # 12-0406 05"
2. Statement letter of code conformance to 2010 FBC and no financial interest, issued by
Building Drops, dated 04/0312012, signed and sealed by Hermes F. Norero, P.E.
2. New evidence submitted
A. DRAWINGS
1. Drawing No. RHRW-001, titled "Residential Hurricane Resistant Windows with
THICKSET' 90 Series Glass Block and ProVamageC6' Siticone System", sheets I through 3 of
3, dated 1111712015, prepared by the manufacturer, signed and sealed by Hermes F. Norero,
P.E. on 12/1912017.
B. TESTS
1. None.
C. CALCULATIONS
1. Product Evaluation Report No. 4742, prepared by Building Drops, dated 04/1212017, signed
and sealed by Hermes F. Norero, P.E.
D. QUALITY ASSURANNCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTMCATIONS
1. None.
F. STATE'_V.iENTS
1. Statement letter of code conformance to the 61' Edition (2017) FBC issued by Building Drops,
dated 12,115/2017, signed and sealed by Hermes F. Norero, P.E.
2. Testing schedule letter issued by Intertek, dated 12/08/2017, signed by Vicki L. McElwain.
3. Agreement and bill of sale dated 080-4/2016. is
4. Declaration of the ownership dated 12/01/2016. �4
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0821.1 d
Expiration Date: December 1, 2020
Approval Date: February 8, 2018
E-2
SEVES GLASS BLOCK
RKIID PVC PLASTIC CHWEL
STRUCTURE' pPLAN6x8x4 SttNES GLASS BLOCK STRUCTURE'
THICKSEi90
4
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NOMINAL IYIOTH
ELEVATION N1PACrRESISTANT
DESIGN PRESSURE RATING
6 BLOCKS x 6 BLOCKS
t 1010 PSF
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PLAN
— SEVESGLASSBLOCK
ROID PVC PUSTICCriWNEL
84K4 SEVES GLASS BLOCK
7RCKSET90
64,4 SEVES GLASS BLOCK
THICKSET 97
STRUCTURE• -
PEMETERFRNANG
SEuP TLOCATMS
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SEALANT LOCATIONS
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DESCRIPTIDI: DATE
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6 BLOCKS x 12 BLOCKS DE&GH PRESSURE RATPIO
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Residential Hurricane Resistant Windows
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PRODUCT REVISED
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Typ. nBCI(SLTBO SILICONE SEALANT,
Slucor�sFaLwlr, aTm. rrPRRYDPVC PLASTIC "AEL Y' RIGID wC RASnC OLANNEL'OMEL AT HEAD TRICK
DETAt� SUCDNESEALANT, -
TYP.
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TV, THICKSET90SILIC-
PIlETER CHANNEL, ATFEAQ TO BE CUT
QYf SEALANT, $„ $ ERILEWWMSE DM%W 7Iff CENTER FOR INSTALLATION
SILICONE SEALANT, S•RUCIURE' ANCHOR lOCA110N OF LAST ROW Of GJJBLOCK
BLOK
n,� RIGIDPvcPv�sncsPACFtI TYPICAL SILLdETA�L• (ANCHORSA2ESTAGGEREA
HALF GiANH°L FIECt: THAT IS SF.Ctll7F.D V!!Ti 1
'SEE ANCHOR SCHEDULE, SHEET 3. 1 1 SCAE:3'-i'-O' WO.C.) .SCAEJIS•SIkJLRDMONT14EEXTRiORSIDE.
TYPICAL HEAD DETAIL
SCN.E: 9' 1'd° - >;' SHIMSPACFj . • = - }: BEAD OF SEALANTAPPU:D HORIZONTALLY
_•-`9®uCSEVESGLPSS'OLOGC SNWNE.SEALANT. HALVES.
ACfTOS9TItETOP INSIDE CORNERS OFLYUI7NEl
3155 DIIC(SETSO StI�1�CONESF�i`ANT,'; TIP.
0.175 . 0.160: SfUM E SEN.ANT - . • 3 IYP• s7kucrLPiE •_ CHANNEL AT HEAD DETAIL
I SCAF: Iw=P
.� NOTE:TYPiCALWALLTHICKNESS=O.O:fb �"i --' .•i r - _,
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CAPM-1 SYSrEMM
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L W P; '��,� _DR Aqf JEW HEIGHTS, H 44� i t7
PVC CHANNEL (N0. QP-0477) = =—' ' �i�fio • �:"• ���� icua , • ortt.n• !i
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fz
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#5 DOWEL BAR DRILLED AND EPDXIED 6" INTO POURED
FOUNDATION CAN SUBSTITUTE HOOKED DOWEL
FILLED CELL REINFORCEMENT
SEE PLAN FOR SPACING AND COLUMN
FILLED CELL REINFORCEMENT SCHEDULE FOR DIAMETER
RAISE CURB TO
SEE PLAN FOR SPACING AND COLUMN
SCHEDULE FOR DIAMETER MATCH MAIN HOUSE CMU WALL W/ #9 LADDER TYPE
1-1/2" CMU WALL W/ #9 LADDER TYPE FINISHED FLOOR. REINF. EVERY OTHER COURSE
BLOCK RECESS REINF. EVERY OTHER COURSE PROVIDE 1#5 CONT AS
#4 TRANFER BARS (ONLY IF REQUIRED POURED CONCRETE EQUIPMENT SLAB. SHOWN. ❑ #4 TRANFER BARS (ONLY IF REQUIRED
o BY FOOTING SCHEDULE) SEE PLAN VEIW FORACTUAL w BY FOOTING SCHEDULE)
REINFORCEMENT AND THICKNESS 0 4" THICK CONC. SLAB W/ (1) LAYER OF
w 4" THICK GONG. SLAB W/ (1) LAYER OF : GRADE Z m W1.4 X WIA - 6/6 WWM (OVERLAPPED @ PERIM)
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? COMPACTED TERMITE I �,�, ,a� j
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CONT. REINF: SEE SCHED. p - 2 Q U I P M E NT AD SCHEDULE N
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SCHEDULE w
N S1 SCALE: 3/4° = 1'7
LOWER AREA CURB: WATER
1 EXTERIOR BEARING WALL 3 ARRIE/4
S 1 SCALE: 3/4" = 1' S 1 SCALE: 3/4" = 1'
COLUMN,SEE
W I A X W L4 - 6/6 W W M FOUNDATION:
PLAN.
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TREATED SOIL —. -
CONT. REINF. .SEE
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SCHEDULE J,, i
4 SECTION
S 1 SCALE: 3/4" = 1'
SYMBOLLEGEND
SYMBOL DESCRIPTION
4@6B-INNER
4@6T-INNER
4@6T-OUTER
46613-OUTER
STEEL REINFORCEMENT
4@6 : #4.'s @6" O/C ;
B : -: BOTTOM '. f-
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-INNER: INNERMOST LAYER
-TEMP: TEMPERATURE AND SHRINKAGE REINF.
SECTION MARK- DETAIL NUMBER / SHEET NUMBER
S1
ROOF RIDGE LINES
FLOOR STEP
Ct
STEEL COLUMN ABOVE FLOOR LEVEL
C1
STEEL COLUMN BELOW FLOOR LEVEL
c1 c1
STEEL COLUMN ABOVE AND BELOW FLOOR LEVEL
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Q-�
REVISION NUMBER- SEE TITLE BLOCK FOR DATE
0
REVISION CLOUD
pOVE ■BELOW O
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CMU WALL ONE LEVEL BELOW
-
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UPLIFT FORCES & CONNECTORS - SEE STRAP SCHED.
ELEVATION MARKER - SEE ARCH PLANS FOR+0'-0"
+55.06
88.88
WIND PRESSURES ON OPENINGS (GIVEN IN PSF)
CONCRETE WALL VERTICAL REINFORCEMENT. SEE
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THICK DASHED LINE REPRESENTS OPENING ON
STORY BELOW REINFORCED MASONRY WALL
B840 T(a)14'-0'j
CONCRETE BEAM, 8" WIDE x 40" DEEP, TOP @ +14'-0"
SEE BEAM SECTION OR PROFILE FOR REINFORCEMENT
LOADING THIS LEVEL
FIRST FLOOR - INTERIOR (138 PSF)
DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF
FLOOR FINISHES = 27 PSF
LIVE (55 PSF) OCCUPANCY = 40 PSF
PARTITIONS:ASCE7-10: 4.3.2 = 15 PSF
FIRST FLOOR - EXTERIOR (177 PSF)
DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF
FLOOR FINISHES = 27 PSF
LIVE (100 PSF) OCCUPANCY =100 PSF
STAIR TOTAL LOAD (110 PSF)
DEAD (70 PSF) SELF WEIGHT = 26 PSF
FLOORING = 25 PSF
COVERINGS =4 PSF
RAILINGS = 15
LIVE (40 PSF) SINGLE FAMILY OCCUPANCY LIVE
=40 PSF
® i�BU��,
No7247\1 Z.
8/2/2019
STEEL PLATE SCHEDULE
PLATE
SUBSTRATE
ANCHORS
SIZE
MATERIAL
R 10 x 10
CONCRETE
(4) 3/4"OXB" HEADED STUDS (SQUARE)
R 7 x 10
CONCRETE
(3) 3/4"Ox8" HEADED STUDS (INLINE)
Ill 7 x 7
CONCRETE
(2) 3/4"Ox8" HEADED STUDS (INLINE)
E 7x 10
STEEL
(2) 1/4"x8" FILLET WELDSI(MIN LENGTH)
CONNECTING COLUMN PLATE
AND STEEL BEAM FLANGE
-ALL STEEL COLUMN CONNECTIONS TO TOP AND BASE PLATES TO
HAVE A 3/16" THICK FILLET WELD ALL AROUND
-STEEL COLUMN THICKNESS MAY BE INCREASED IF AVAILABILITY OF
MATERIALS REQUIRES IT (MAINTAIN OUTSIDE DIMENSIONS
CONSTANT). NOTE: HEADED STUDS MAY BE SUBSTITUTED FOR
EXPANSION BOLTS ONLY WHEN ATTACHING TO A FOOTING, GRADE
BEAM OR PILE CAP.
-UNLESS SPECIFICALLY NOTED OTHERWISE ON A DETAIL OR PLAN
VIEW, STEEL COLUMN PLATE HEADED STUDS MAY BE SUBSTITUTED
BY EQUAL DIAMETER AND LENGTH EXPANSION BOLTS.
PROJECT CLASSIC
Structural EngineerinIz
REVISIONS BY
FARID ABUGATTAS, P.E. 71REV F.A.
STRUCTURAL ENGINEER 2 REV- F.A.
7318 TEXAS TRAIL
BOCA RATON, FLORIDA 33487
PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438
P.E. LICENSE # 72471, CA#29407 — _--
WWW.PROJECTCLASSIC.COM PROJECT# ---
FARID@PROJECTCLASSIC.COM 4759
MONOLITHIC FOOTING SCHEDULE _
REINFORCEMENT DIAMETER AND COUNT
=
a
SHORT WAY
LONG WAY
CODE
3
p
ADDITIONAL REQUIREMENTS
LIGHT STRUCTURE SUPPOT
MF-16
16"
16,
# 4's @ 36 O/C BOTTOM
2 # 5's BOTTOM
NO TRANSFER BARS REQURRED
MF-20
20"
16"
#4's @ 36" O/C BOTTOM
2 # 5's BOTTOM
NO TRANSFER BARS REQUIRED
MF-24T5
24"
16"
# 4's @ 36" O/C BOTTOM
3 # 5's BOTTOM
#4's x 6 @12" O/C LONG TRANSFER BARS.
FOOTING SCHEDULE
x
w
U
REINFORCEMENT DIAMETER AND COUNT
z
SHORT WAY
LONG WAY
CODE.
o
pp
ADDITIONAL REQUIREMENTS
WQ
P33
3
3'
12'
12"
(4) # 5's BOTTOM
(4) # 5's BOTTOM
-
P35
3
5'.
12"
12"
(6) # 5's BOTTOM
(4) # 5's BOTTOM
-
P44
4'
4'
92"
12"
(5) # 5's BOTTOM
(5) # 6's BOTTOM
-
P55
5
5'
12"
12"
(6) # 5's BOTTOM
(6) # 5's BOTTOM
-
10
T
C
QA C830 16
I 1
16 TRENCH DRAIN.
S4 S1 S5 SEE ARCH PLANS 10 24'-4" 3
24' 14'-10" -
— — „ : „ �, ;_ „ " 2,-g" — 2`"— -'!'_ 1,_8,..: 1 CUT LOCK REINFORCE WITH
'4' 2'-8" 1'-9-2' 3'-62' 2'•8" 2'-B" 2'-S" 2'4' 2'-8" _Z 2-6 2- 2 8 2-8 2-8 2-8 2 8.. 2 8 2#6 ERTICALANDFORMOUTER
FAC FILL WITH GROUT.
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— — _—r+51.16 1 --
-55.50
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& SHALL BE SUPPORTED BY APPROVED MATERIALS O�
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S / G U
SUPPORTS NOT TO EXCEED T-0" O/C EACH WAY) OR
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S4
MASTER BEDROOM I
MAST' R BATHROOM
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FIBERMESH ON 6 MIL VAPOR BARRIER OVER TERMITE
TREATED VELL COMPACTED FILL aLL
1 .
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w/ (2) # 5 REINF. BAR (30" LAPS)
M5.2
SEE FNDN &FRMNG PLANFOR LOCATIONS
FILL w/ GROUT - SEE STRUCTURAL NOTES.
SEE DETAIL 9/S7
8"x8" REINFORCED MASONRY COL.
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M6.2
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8"x12" FORMED COL. OR CMU FILLED CELL
M812
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SEE PLAN FOR LOCATIONS SPACING
FILL W/ GROUT - SEE STRUCTURAL NOTES.
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FILL w/ GROUT - SEE STRUCTURAL NOTES.
w/ #3 TIES @ 10" O/C
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M1212-1
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C812
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SEE BUCK AND SILL TYPICAL ARCH ITECTURALS FOR TOP 2 ARCHITECTURALS FOR TOP D =
DETAILS: 3/S5, 4/S5, 6/S5 ELEVATION, ELEVATION.
REINFORCE W/ # 3's @ 12" O/C S1 REINFORCE W/ # Ts @ 12" O/C FOUNDATION
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- THICKENED EDOi=• THICKENED EDGE.
SEE SOILS REPORT FOR SEE SOILS REPORT FOR —
COMPACTION SPECIFICATIONS. COMPACTION SPECIFICATIONS. C � o' z 4' 6' 7 �
VERIFY ACTUAL P _1
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IMENSIONS WITH VERIFY ACTUAL DIMENSIONS WITH
MANUFACTUREMANUFACTURER 6
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LEDGER ATTACHED WITH: `��`�®�(�((��/j�' ' 1 CITY COMMENTS F.A. 06/26/19 -
-TRUSSES UP TO 20' LONG: 3/4" 04" EMBEDMENT �� ` F °•" �'� % • �� 2 REV F.A. 08/02/19
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NAILER W/12d's@8" OF EACH TOP CHORD _ - BOCA RATON, FLORIDA 33487
O/C TO TOP I SEE PLAN 3/4" CDX T&G PLYWOOD, ATTACH PHONE: 954 667 - 7803 FAX: 561 ` 665 - 5438
CHORD. FRAMING T. / TRUSS WITH GLUE AND 10D RING SHANK �® 3TA O �2q� PROJECT CLASSIC l
P NAILS @ 4" O/C AT PLANEL EDGES TEMPERATURE REINF. ��° °°•. R� ��`� P.E. LICENSE # 72471, CA#29407
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DEAD (35 PSF) TOP CHORD = 25 PSF
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