HomeMy WebLinkAboutConstruction PlansPRODUCT REVIEW
PRODUCT
OPENING
PRODUCT
MANUFACTURER
MODEL#
APPROVAL!
GLASS
ATTACHMENT METHOD
DESIGN
DESIGN
TYPE
PRESSURES
PRESSURES
(WORSTCASE)
DOOR
ZONE4-28
-50
THERMA TRU CORP
SMOOTH STAR
FL#
IMPACT
1/4"TAPCONS l 13.75" MAX. O.C., 6" ON CORNERS,1-
ZONE 5-34
20469.6
1/4" MIN. EMBEDMENT, 2" MIN. CLEARANCE TO
MASORY EDGE AND 4" MIN. CLEARANCE TO ADIACENT
ANCHOR
ROOFING
ZONE 1-26
N/A
OWENS CORNING
ASPHALT
FLN
N/A
6-ROOFING NAILS PER SHINGLE WITH 3/8" VIA. HEAD
ZONE 2.40
SHINGLES
10674.1
ZONE 3.60
GARAGE DOOR
-26
-41
CLOPAY BUILDING
STEEL PAN DOOR
FL#
IMPACT
X" X 3" TAPCONS @ 12" MAX. O.C., 1" O.D. WASHERS
COMP.
16546
REQUIRED
ROOFING
ZONE 1-26
-60
TRI BUILT
UNDERLAYMENT
FILD
N/A
MECHANICALLY ATTACHED WITH NAILS ANDTIN CAPS
UNDERLAYMENT
ZONE 2 40
16048.1
SPACED 6" O.C. AT THE 4" LAPS & 6" O.C. IN THREE
ZONE 3-W
EQUALLY SPACED ROWS IN THE CENTER OF THE SHEET
(SELF -ADHERED)
THE SEAL HEREON 15 PROVIDED ONLY TO INUILAI L UUK RtVItW AMU AVFKVVAL rUK Uat Vr rnuuuua uam.ry ,.,, , nw, onc. menwcrin,vw v,, .•••.•.�..�•�-.••. •••-•••�•--•-•
ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
THIS OFFICE FOR THESE PRODUCTS,
G'a . iL
UNTEI SOIEDUIE
-
LUX
LENUTII
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
E
2'10"
6113#
44600
BFi6/IT-1B
3;7W
6113#
3547#
8F16/ST-18
W-W
6113#
3079N
8F16/1T-16
4'4"
6113#
2724#
BF16/1T-SB
S'4"
5365N
'6'L3 M'
2290N
Z$pJF
8F16/1T-18
L6
S110"
4360
Z093#
8F16/1T.18
L7
6'-6"
34NN
1880#
BF16/1T-18
L8
V-6"
2661#
4( JL
1634N
A4 *
SFib/1T-SB
L9
9'4"
1843#
1133#
8F16/1T.18
L10
EY-e
1533#
914#
SF16/ST-18
L 11
11,40
1366#
7990
8FY6/1T-18
L12
121-V
12540
723#
8F16/1T-10
L13
1374"
1075#
ri
sobs
T$W*F
SF16/1T•10
L14
14'-0"
1002#
559N
8F76/3T-18
L15
14'-8"
70#
519#
8F161IT-1B
L16
15'4"
F12500
L17
17'4"
M
46W
BF16/1T-16
L18
19'4"
750#
347#
SF16/1T-16
L 19
21'•4"
No#
SOS#
SF16/ST-16
L20
2Y•0"
55e#
295#
SF16/17-18
L21
2W
4500
267#
SF16/1T-18
D LI
RER• CAST-CRETE
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
4'4"
5206#
263SP
BF14/1T-184'-6"
FRL-6
5206N
15254
SF14/ST-18
5'-e
45679
1960#
8F14/1T-1B5'-10"
4242#
19001E
8F14/1T-18
6'•8"3120#
1651#
9f14/1T-18
T-6"
Z459P
1482#
8F14/1T-18
9'-8"
1S68N
I1 IS#
SF14/1T•16
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZL
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
P- 3
ROOF SHEATHING._NAILING ZONE INFO.
ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETf R & 5" O.C. FIELD.
ZONE P2 4` X LENGTH W/Bd RING SHANK @ 4" O.0 PERIMETER & 6" Q.C. FIELD.
ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD.
NOTES-
1919//322-CDX PLYWOOD SHEATHING
25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL -BE PEEL & STICK OR 30# FELT.COMPLYING W/ ASTM.D226.
NOTES;
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 71SS CLASS H OR
TAS.107 AND.SHALL HAVE FACTORY APPLIED SELFSEALSTRIPS OR BE INTERLOCKING.
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CONNECTOR SCHEDULE
TRUSS ID
BEARING
TRUSS ACNAL
SIMPSON
CONNECFOR(S)
FASTENERS
POINT(S)
UPLIFT(GROUPED,
CONNECTOR(5)
UPUFT DESIGN
WORSTCASE)
GA01-AOSG
EACH
685# (1) META 20
1810#
9-10drl-L/2"
RING JACK
isT BRG
743# (I)HETA 20
1810#
9-10dx1-1/2"
2ND BRG
591N (1)MTS 16
3000N
14-IOdxl-1/2"
HIP JACKS
is' BRG
157# (1)HETA 20
13200
9-10dx1-1/2"
BRG
NAILED PER TRUSS COMPANY
TRUSG INLf1RMnTnni
Tnvcn, ronnn ..wunr.rt,.......,..
_...._
� -•• ...•.•••n.w. na nvea,,vox,aa�o-I nu» tMAJILLRING DATED 1011 2018.
ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND
STRAPPING PLACEMENT.
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D
COMMON OR ROOFING NAILS HAVING A MIN. 1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES Wl A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS %" MIN.
't'O1�S(OFJ �I.00iG.
W� I/L'%5 YZ' iaEDtiEP3�
O
0.
144
-
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iAPeoUS IZo.e,
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i'1�0 i•EE'BPS W/ Zo)tW
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'`y
y:t1a5KT�S
O
O
x�
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-
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O
NS-S
- .-..
• Stucco
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FOUNDATION SCHEDULE
S-1 6" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING OVER EXISTING HOUSE SLAB.
S-2 12" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING AND # 5 BARS AT 4'-0" O.C. EACH WAY DRILLED
AND EPDXY INTO EXISTING SLAB AT 4 -W O.C. MAX. ON .006"
VAPOR BARRIER ON CLEAN COMPACTED TREATED FILL
_--------- ARCHITECT
Certffication for Desien Load Compliance
1. DESIGN CODE: Florida E.EhLPFi.-T 1A.t_ code 2017 Edition w/20•i supplements using ASCE 7-10
2. Structure Design Is: X Enclosed_ Partially Enclosed_ Open Building Architectonic I n c
3. Risk Category: __,_,I -Y--II _ III _IV Exposure Category: 2C-B„ 0 -D Adjustment coefficient f�4
4. Design Wind Velocity L6 mph ____ ASD _LRFD End Zone Width _ft.
5. Mean Roof Height: LP_ft. Roof Pitch: *:12 Parapet _fL
8. Components &Cladding Design Pressure used: (PST, based on Actual sq. ft. @ 3a �MRH (worst case) 806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
Zone 1:- 0 Zone 2: �0 Zone 3.= 60 Zone 4:- ZS Zone 5:- 14 Garage: Co T: 772 460 7751
7, Design Loads: Floor:.L '$
PSF Roof/Dead: PSF Roof/Live 70 PSF Balcony: PSF F: 772 460 4244
Dods: _PSF Deck: PSF Stairs: ` PSF Farrow „ PSF Railing: _ PSF
S. Were Shear Walla Considered for Structure? XYes -Not Applicable Explain Why Not: WWW.ARCHITECTONICINC.COM
9. Is a Continuous Load Path provided? Yes _Not applicable Explain Why Not: STATE REG # AA26003348
10. Minimum soll bearing pressure 2000 P.S.F.
COPYRIGHT 2017
PROJECT
STRUCTUReI NOTES^
1. STRUCTURAL LUMBER TO BE HEWFIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. - - -
Z CONCRETE TO BE 3000 P.S.I. MIN, FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. E R CY GARAGE
S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30^ MIN. LAP. ST. LUCI E COUNTY, FLORIDA
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3^
BEAMS
COLUMNS 1-il2'
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 17 AND COMPACTED TO A MINIMUM OF 96%
MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE
7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
a. PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE a• MINIMUM BEARING.
ADDITIONAL INFORMATION. SEE LINTEL SCHEDULE FOR CLIENT
9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/ACI 630.0/ASCES
10. FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.8.1 OF THE FLORIDA
BUILDING CODE.
'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
Z-MAX COATING OR BETTER.
P�rT �L�.y/S.Tc
1 CONSULTANTS
IZ
14
1
I _
1 REGISTRATION
30-04
,r .r
Z-O Lam, iL-O
P C--K, tJ
' MICHAEL J. SEAL, ALA
AR96898
REVISIONS
1NO.1 DATE I REVISION
KEY PLAN
\(�\a- 0@10(0
rglZ••-D tot•
MEWED FOR
COMPLIANCE
'NT CALCULATION JCO CO
. rvvv r � ��� LOW BASE FLOOD @SHEET TITLE /SHEET NUMBER
R S.F. = 1336 SQ. INCHES OF VENT REQUIREDRT VENT = 200 SQ. INCHES PER VENT
0 SQ. INCHES = 1400 SQ. INCHES OF VENT PROVIDED
61
'PROJECT NUMBER
DATE
AYA 1