RC-15-170Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-229156 Permit Number: RC -1-15-170
Scheduled Inspection Date: March 03, 2015 Permit Type: Residential Construction
Inspector: Rodriguez, Jorge
Owner: CASE, JAIMIE MANCHAM
Job Address: 41 NW 107 Street
Miami Shores, FL 33138-4306
Project: <NONE>
Inspection Type: Final
Work Classification: Alteration
Phone Number (941)875-5085
Parcel Number 1121360070450
Contractor: JS CONSTRUCTION 2 LLC Phone: (305)969-1130
junai
comments
REMOVE FASCIA & EVE 1 X BOARDS ADD STEEL TIE
DOWN ROOF STARPS TO RAFTERS. REPLACE FASCIA
AND EVE BOARDS & ADD RAIN GUTTER TO AREAS
OVER FRONT AND REAR DOOR.
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-228854. CREATED AS
REINSPECTION FOR INSP-228810. Stucco must be finished
Overhang must be finished
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
March 02, 2015 For Inspections please call: (305)762-4949 Page 22 of 29
OWNER: Name (Fee Simple Titleholder): Jaimie Mancham Case Phone#: 941-875-5085
Address: Jaimie Mancham Case
City: Miami Shores State: FL Zip: 33168
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: JS Construction 2 LLC Phone#: 305-495-2300
Address: 18495 S. Dixie Hwy., Suite 217, & 10711 SW 216 St., Bld. 1, Bay 109
City: Miami State: FL Zip: 33157
Qualifier Name: Jeffrey Schwartz Phone#: 305-495-2300
State Certification or Registration #: CBC -1259567 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State Zip:
Value of Work for this Permit: $ 4,500 Square/Linear Footage of Work: 112 Lin/ft
Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition
Description of Work: Remove fascia & eve 1x boards add steel tie down Roof Straps" to rafters,
Replace fascia and eve boards & add white rain gutters to areas over front and rear doors.
Specify color of color thru tile:
Submittal Fee $ �u Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee
Structural Reviews $
(Revised02/24/2014)
Training/Education Fee $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Miami Shores Village
m�
Building Department
JAN 6o15
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 q3":
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 [0
BUILDING
Master Permit No. PCIIIs — 1-7 D
PERMIT APPLICATION
Sub Permit No.
OBUILDING ❑ ELECTRIC
ROOFING REVISION ❑ EXTENSION
❑RENEWAL
❑PLUMBING ❑ MECHANICAL
❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION
❑ SHOP
CONTRACTOR
DRAWINGS
JOB ADDRESS: 41 NW 107 Street
City: Miami Shores
County: Miami Dade Zip:
Folio/Parcel#:11-2136-007-0450
Is the Building Historically Designated: Yes
NO x
Occupancy Type: Res Load:
Construction Type: Flood Zone: BFE:
FFE:
OWNER: Name (Fee Simple Titleholder): Jaimie Mancham Case Phone#: 941-875-5085
Address: Jaimie Mancham Case
City: Miami Shores State: FL Zip: 33168
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: JS Construction 2 LLC Phone#: 305-495-2300
Address: 18495 S. Dixie Hwy., Suite 217, & 10711 SW 216 St., Bld. 1, Bay 109
City: Miami State: FL Zip: 33157
Qualifier Name: Jeffrey Schwartz Phone#: 305-495-2300
State Certification or Registration #: CBC -1259567 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State Zip:
Value of Work for this Permit: $ 4,500 Square/Linear Footage of Work: 112 Lin/ft
Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition
Description of Work: Remove fascia & eve 1x boards add steel tie down Roof Straps" to rafters,
Replace fascia and eve boards & add white rain gutters to areas over front and rear doors.
Specify color of color thru tile:
Submittal Fee $ �u Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee
Structural Reviews $
(Revised02/24/2014)
Training/Education Fee $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
City
State
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature ! QIa v JQ, A4. ydl— a',,
OWNER or AGENT
The foregoing instrument was acknowledged before me this
dayof ��a / 20 /ro{, by
Jaimie Mancham Case who i ersonally known o
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
P� JJeffre Schwartz
s I:COS
`'+ JEFFREY SCHWAMM
MY COMMISSION #FF111410
EXPIRES J ly IS, g01 a
49� X0183 Flarl
***ax*ax ••rrea.eax.e�exe
APPROVED BY
(Revised02/24/2014)
CONTRACTOR
The forelgoirfg instrument was acknowledged before me this
day of �Jb A s 20� by
{Yf �JCVA �_w o is personally know to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: /'/" /
IV
Print: to "4(JI6
Seal: DAVID P. LAWRENCE
NOTARY PUBLIC
A • iA f k OF 40RIDp
conmo
=7 -
Plans Examiner
Structural Review
Zoning
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
2lPt/j 5
Permit No: RC 15
e- Su.1b
Structural Critique Sheet
L% -fl'
�-h- C-" .,
Page 1 of 1
u ev k-
STOPPED REVIEW
Plan review Is not complete, when all items above are corrected, we will do a complete plan review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one
set of voided sheets In the re -submittal drawings.
Mehdi Asraf
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Garage Door 8'x 7' impact rated
....... . .. ..
. ......... .
•• ••• •• • • • ••
. ••• • ... ... .
.. . . ... . . . .
. .. ... ... .
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Rain Gutter
JS Construction 2 LLC CBC -1259567
Contact Info: Jeff Schwartz or David Lawrence at:
305-969-1130 or 305-431-1752
Project Address: 41 NW 107 Street, Miami Shores
Mean Roof Height 15' single story single family home
Wind Pressure PSI max
MIAMI -RADE MIAMI-DADE COUNTY
9 PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315.2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building
Building Performance Americas USA, Inc.
9415 Discovery Terrace #202
Bradenton, FL 34212
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 BNC -
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 AHJ (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 AID may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC
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 Hurrictuie Zone.
DESCRIPTION: BPA CIaw & Strap
APPROVAL DOCUMENT: Drawing No. SD10-034, titled "BPA Claw & Strap", sheet 1 through 5 of 5,
dated 02/18/11, prepared by DLG Engineering, Inc., signed and sealed by Wimal Suaris, P.E., bearing the
Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval
date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Sarasota, FL 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.
TERMINATION 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 gf NCAA. • : 00.00.as. •
.......
ADVERTISEMENT: The NOA number preceded by die words Miami -Dade County,17loridai and followed -
by the expiration date may be displayed in advertising literature. If any portion o$dw.NOA isedispiayed, then • • •
it shall be done in its entirety. • • • • • • •
INSPECTION: A copy of this entire NOA shall be provided to the user by the mal4t*{1Cttu er or tt$. •
distributors and shall be available for inspection at the job site at the request of the Building Offtaial. Soso @
This NOA consists of this page 1 and evidence page E-1, as well as approval docume*0 inentijwd agove. 6689:9
The submitted documentation was reviewed by Carlos M. Utrera, P.E. ; • •; •; • •
so.*
• • NOA :9:ft. H -0x22.07 •
MIAMIOADE CQL&Mt= Expiration Date: April 21, 2016
•
�FMILVLLUF Approval Date: April 21, 2011
Pagel
Building Performance Americas USA, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. SD10-034, titled "BPA Claw & Strap", sheet 1 through 5 of 5, dated
02/18/11, prepared by DLG Engineering, Inc., signed and sealed by Wimal Suaris,
P.E.
B. TESTS
1. Test reports on uplift test per ASTM D1761 of BPA Claws & Straps, prepared by
Fenestration Testing Laboratory, Inc., Test Report No. 6438, dated 02/03/11, signed
and sealed by Marlin D. Brinson, P.E.
B. CALCULATIONS
1. Testing Calculations for BPA Claw & Strap, prepared by DLG Engineering, Inc.,
dated 02/18/11, signed and sealed by Wimal Suaris, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Building and Neighborhood Compliance Department (BNC)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2007 FBC, issued by DLG Engineering, Inc.,
dated 02/15/11, signed and sealed by Wimal Suaris, P.E.
2. Statement letter of no financial interest, issued by DLG Engineering, Inc., dated
02/15/11, signed and sealed by Wimal Suaris, P.E. *00000
• • 6••• 6090•0
•
•9990• • • •
•••66•
•#4g
• •• i•606
•6r!3
••91•
•••
••9•:6
arlos M. Utrera, PM.• • •:
Prodtict Cojdrtjle%xamider •
NOA N6.1 P-0222.07
Expiration Date: April 21, 2016
Approval Date: April 21, 2011
E-1
BUILDING PERFORMANCE AMERICAS USA {NC.
) BPA CLAW & STRAP
GENERAL NOTES;
1. BPA CLAW & STRAP SHOWN 'ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS
BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2007 EDITION OF THE
FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS. DESIGN WIND LOADS SHALL
BE DETERMINED- AS PER SECTION 18.20 OF THE ABOVE MENTIONED CODE IN ORDER
TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PAD., ARE NOT OVER
STRESSED. THE BPA CLAW & STRAP ULTIMATE UPLIFT CAPACITY HAS BEEN VERIFIED
AS PER FENESTRATION TESTING LABORATORY REPORT # 11-2729, IN ACCORDANCE
WITH ASTM D1761.M (SECTION 41-60) AS PER SECTION 1715.1.1 OF THE ABOVE
MENTIONED CODE.
2. ALL SCREWS MUST BE OF APPROVED CORROSION RESISTANCE (ESPECIALLY
RESPECTING COMPATIBILITY WITH THE GALVANIZED STEEL OF THE BPA CLAW &
STRAP).
3. IT SHALL BE THE RESPONSIBILITY OF THE RESPONSIBLE DESIGN PROFESSIONAL TO
VERIFY FBC COMPLIANCE OF THE STRUCTURE WHERE THE BPA CLAW & STRAP ARE
TO BE ATTACHED.
4. BPA CLAW & STRAP INSTALLATION SHALL COMPLY WITH THE SPECIFICATIONS
INDICATED IN THIS DRAWING, PLUS ANY BUILDING AND ZONING REGULATIONS
PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
5. (A) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS
GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE SPECIFIC PROJECT.
(B) CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION INCLUDING LIFE SAFETY
OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL DOCUMENT (PAD.),
CONTRACTOR TO CONSULT DESIGN PROFESSIONAL IF THERE IS ANY DEVIATION
FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT
SITE IS THE CONTRACTOR'S RESPONSIBILITY.
(C) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL BECOME THE DESIGNER OF RECORD.
6. THE MOUNTING POSITION OF THE STRAP TO BE AS SHOWN ON THE DETAILS. PLEASE
NOTE THAT STRAPS COME IN A RIGHT-HANDED AND LEFT-HANDED CONFIGURATION.
7. BPA CLAW & STRAP MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY AND
VISIBLE LOCATION AT THE BPA CLAW.
S. ANY CODE COMPLIANT STRAPS RATED TO AT LEAST 990 LB DESIGN LOAD CAN BE
USED WITH THE BPA CLAW.
•• ••• • • • • • we
9. A 113 INCREASE It* CAPA61T11 OR ANCHORS TO ACCOUNT FOR LOAD DURATION FOR
W WD LdVING 'i ar Url P.F%i VIp(VWLV* •
• • ULTIMATE UPLIFT LOAD CAPACITY OF
THE BPA CLAW & STRAP IS 2980 LBS000 0'
i• i • TO OBTAIN TI4E DESIGN41PLIWr ROAD CAPACITY OF
• s i ,�HW=F j', FACTdj�0iS f ETY OF NO LESS
s • • • yA;L BE Ugh •
• • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
2.16'
. i.
rojuAr
1.12,r
FRONT VIEW OF CLAW
SCALE P = P-7
SIDE VIEW OF CLAW
SCALE 1,
0
U
Z
FI • wllf d
Ufill
aom
m ab
WIM�Bl1 �f,P E. c
% L
•NO 89 w,Te. m•m,
= ym
STATE OF
NAI tiN��� SD10.034
17ZRyr1A
CODE COMPLIANT
STRAP
1.44
BPA CLAW
CODE COMPLIANT
STRAP
FRONT ELEVATION SIDE ELEVATION
SCALE 6' - 1'-0• SCALE 1. 6' = IT
COM C•MMI
RLIA
COi • • r i i • • •
1.44' S1 " • • • • • r • •
BPA CLAW THE STRAP SHOWN ON THESE DRA INOS
IS RECOMMENDED; HOWEVER, ANY �DE
COMPLIANT STRAP CAN BE USED W
• ••• • THBOMCLAWVROVIDEDITCOMPLY
• • • • QENERAL O #s•
BOTTOM ELEVATION"•• ••• •
SCALE • • •6' = rqr • • • • •
• • to • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
CODE COMPLIANT
ry STRAP
n
W
dH
2
3 110
o
W Z
O
0
�O7
0 71 0
6)0
O
00 ��
0 0
0 0
o
CU
?
0 0
0
0
y
y�yj
M
3��
atl
W
g
ISOMETRIC VIEW
a
o
,
SCALE 6' 1'-U
"556p.E. 11
S$
1 6:
D
7 :9 STATE OF
��in•••A P � a�,� PROJHO'f w.m•
M1iad i��� •. � O g 14, �� ��.
S!' ��•iSiS�ONA„�� ee��, SD10 034
B 1 sail =26P
J
ancry r
CLAW
WOOL
SUBSTR
BEYON
BEFORE BEING HAMMERED IN
BPA CLAW
SCALE 3'. 1'-0
SHEATHING
I W,
OW SPACING TO FIT STRAP
B EEN CLAW AND RAFTER)
Wd013 RAFTER
III
SUASTRATE
BEYOND
P TIALLY HAMMERED IN
BPA CLAW
SCALE
SHEATHING
LAG SCREW, MIN. EDGE
SEE ITEM 4 O PARTS LST DISTANCE 13M
CLAW
I
WOOD RAFTER
SUBSTRATE '
BEYOND a
SEESHEET4
FOR ANCHORS I
o, I
CODE o` ••• • • • • • ••
COMPUAW STRAP • • • • • • • • I
•• • • • • ••• •
ego 01, 1ol
THE STRAP SHOWN ON THESEDRA , NGS
o e IS RECOMMENDED; HOWEVER, ANY ppDE so
COMPLIANT STRAP CAN BE USED WI1 N pre
• • • • • THEGIVA CLAMI4MfOVINED IT COMPLI�
COMPLETE SET-UP 6W.Mi aENE OTC 'e•
BPA CLAW • • • • �'
SCALE 3" l7u0 {
• • • • • • • • • •
• •• •• • • • •• ••
SD10 - 034
30Fb
•a�7 ��? !� '- CLAW
ROOF RAFTER
STRAP
'e
4 •p '
a [31 TYPE'A' ANCHOR, PAIN.
•Q. SCREW SPACING = 3°,
4 a • d ° SEE TYPICAL ANCHORS
d
o.. CONCRETE
d
a '
TYPICAL INSTALLATION TO CONCRETE
ISOMETRIC VIEW FROM BELOW
SCALE
TYPICAL ANCHORS
0�
�---- BPA CLAW
STRAP
«OA•K/•%w=sAwv"k%
BPA CLAW Ors _
TYPE W - 1P4" DIAMETER VULTI KNIE-CON IV OR EQUIV.
Q
V�
[31 TYPE'A' ANCHOR, MIN.
DIRECTLY INTO CONCRETE
"
SCREW SPACING - 3°,
ds
DIRECTLY INTO MASONRY
SEE TYPICAL ANCHORS
%ti d
1LT � li.
1-3(4° MIN. EMBED INTO MASONRY
3
MASONRY
TYPE S' - 10d COMMON VAM NAI.
U
WOOD
m
DIRECTLY WTO WOOD
TYPICAL EDGE DISTANCE
P.E.
INTO CONCRETE.=1-162° MIN.
INTO MASONRY =1-97 MIN.
�
CONCRETE f'$ - 2000 PSI
F
a u o
COO GRADE N HOLLOW BLOCK f'm =1500 PSI
• ••• • •••
•••
•
•
• ANCHOR EMBEDMENT SHALL BE BEYOND
TYPICAL INSTALLATION TO MASONRY; ; ; •
;
; ;
'
' " '
' '
FRONT VIEW. .. .
....
..
IS RECOMMENDED; HOWEVER, ANY CODE
SCALE 0=6777— " '
'
•
J
THE BPA CLAW PROVIDED IT COMPLY
G fl
WITH GENERAL NOTE #8.
• ••• •
•
. . •
• • • .
• •
•
• •. .. • • •
••
••
.•• • • . .••
•
.
TYPICAL ANCHORS
0�
U
Z
«OA•K/•%w=sAwv"k%
BPA CLAW Ors _
TYPE W - 1P4" DIAMETER VULTI KNIE-CON IV OR EQUIV.
Q
V�
7
DIRECTLY INTO CONCRETE
1-364° MW. EMBED INTO CONCRETE
ds
DIRECTLY INTO MASONRY
%ti d
1LT � li.
1-3(4° MIN. EMBED INTO MASONRY
3
'r
TYPE S' - 10d COMMON VAM NAI.
U
WOOD
m
DIRECTLY WTO WOOD
TYPICAL EDGE DISTANCE
P.E.
INTO CONCRETE.=1-162° MIN.
INTO MASONRY =1-97 MIN.
�
CONCRETE f'$ - 2000 PSI
F
a u o
COO GRADE N HOLLOW BLOCK f'm =1500 PSI
Z
• ANCHOR EMBEDMENT SHALL BE BEYOND
W z
WALL FINISHES OR STUCCO
THE STRAP SHOWN ON THESE DRAWINGS
flfl
2
V
IS RECOMMENDED; HOWEVER, ANY CODE
fl
d
COMPLIANT STRAP CAN BE USED WITH
J
THE BPA CLAW PROVIDED IT COMPLY
G fl
WITH GENERAL NOTE #8.
TYPICAL INSTALLATION TO WOOD
FRONT VIEW
SCALE 3"= r -a'
STATE OF
SD10 - 034
40F5
U
Z
«OA•K/•%w=sAwv"k%
BPA CLAW Ors _
Q
V�
7
STRAP pI
ds
%ti d
1LT � li.
1121 TYPE 'B'ANCHOR,
SEE TYPICAL ANCHORS
3
'r
U
WOOD
m
m m
m
O �
P.E.
g a
STATE OF
SD10 - 034
40F5
219'
10 GAUGE
10 CLAW
10 GAUGE --�
.kr-
STRAP
`:!
2
3
4
°
0
0
o °
' 0
• •• • • • • •t• •
10,
• • • • THE STRAP SHOWN ON THESE DRAWINGS ® °
IS RECOMMENDED, HOWEVER, ANY CODE
COMPLIANT STRAP CAN BE USED WITH
• • • • THE RPA G1LAW PROWOED IT GIOMPLY
• WI NERAL NOTE i�. • •
• • • • • • • • • •
STATE OF
P.E.
8010-034
50F5
PARTS LIST
ITEM
QTY
PART NUMBER
MATERIAL DESCRIPTION
MANU. / REMARKS
1
1
STRAP
G90 GALV, CODE COMPLIANT SIRAP
10 GAUGE
2
1
CLAW
1050 CARBON SM
10 GAUGE
3
1
3/8° I.D. WASHER
ST/ST
4
1
O3ffBY1-1/2'LAG SCREW
S</ST
5
3
01 /4° HILT] KWIK-CON II+
ST/ST SEEN TYPICAL ANCHORS, SHEET 4
OR EQUIVALENT
8
3
01/4- HILTI KWIK-CON II+
ST/ST SEE TYPICAL ANCHORS, SHEET 4
OR EQUIVALENT
7
12
10d COMMON WIRE'NAILS
`:!
2
3
4
°
0
0
o °
' 0
• •• • • • • •t• •
10,
• • • • THE STRAP SHOWN ON THESE DRAWINGS ® °
IS RECOMMENDED, HOWEVER, ANY CODE
COMPLIANT STRAP CAN BE USED WITH
• • • • THE RPA G1LAW PROWOED IT GIOMPLY
• WI NERAL NOTE i�. • •
• • • • • • • • • •
STATE OF
P.E.
8010-034
50F5
Client:
Project Name:
AL*FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
JS CONSTRUC'n,ON 2, LLC.
41 NW 107 ST
Project Number: AFC # 15-0054
Project Address:
41 NW 107 ST
MIAMI SHORES FLORIDA 33168
City State ZIP
Building Height: 15 FEET.
Roof Slope: IN Slope ❑ Flat
Design Criteria:
Date: Jan 19, 2015
Engineered By: C.M.
.K0
i, Florida Building Code 2010
0000
.
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ii, Wind Loads are calculated as ASCE 7-10...
• • • • • •
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per 0000
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deviations from or drawings shall be engineered sepgftJely.
0
0
-Any conditions shown on calculations
. .
. .
......
0 000..
- AI-Farooq Corporation will not provide a letter of compliance / inspection report unlessg ifee durin& installatio; • •.
..
- Shop drawings are checked for structural requirements only.
Disclaimer:
- This document is not valid without the embossed seal of an engineerI / A11
2 2015
employed by Al Farooq Corporation. /
- No portion of this document may be used or reproduced in any manner. JAVAD AHMAD, P.E.
FL # 70592 EB C.A.N. #3538
1235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 wi .afceng.com I alfamoq(a f`a een%com
cHAPTER 27 WIND LOADS ON BUILDINGS MWFRS 01RECTIONAT,�ROCLDURE '
Main Word Force Resisting System Part 2 h sa16 a
Table 27 6-2 wi>d Pressures -Roof Application of Roof pressures
Enclosed S4mple`Ihaphragm Buildings
Notes to Roof Pressure Table 27.6-2:
1. From fable for Exposure C, V, h and roof slope, determine roof pressure j� for each roof zone: shown in the
figures for the applicable roof form. For other exposures B or D, multiply pressures from table by
appropriate exposure adlust�nen# factor as determined fom.figure Below.
2: Where two load;cases_are shown, both load cases. shall be investigated. Load case 2 is regw ed to myestigate
maxunumoverturrung on the budding from roof pressures shown
3: Apply along * net wall pressures to the pro,1ected area of the building walls m the drrectlan of the wind
aad apply extenor`side wall pressures to the projected area of the', building walls noisrial to the direction of
.. ,.
the wind acting outward, simultaneously with the roof pressures from Table 27.6=2.
-
4 Where a value;of:zero. is shown in the, tables for the flat roof case, it is provided for the purpose of
,
5. Iateapolation tietweei:Y,.. .: _
- )1°and:roof slope is petted:. .
Roof Mgi Jidil MWFR
: ExposW.eAl ustnientFAd
ww
4.1
ry , EfCPOBUr® %WjUStl11@[It
950 0 805 1 1:'16 _3? .
��a
110 =130 0796
t'
t 0.792:7. , 1..125 P ' �a _ x T v Ti _ • • • •
o pyo.° � x' " 1:10•: 0..786 4.128 '` ' 3 �� i•••i
._.,
.�" =5�. �-"T ;100 0 781.: 1°:132: ' " . a �► ~ 7►r._ w
775 > 1.137 i_ , : .• _ti •
70 80 0.769' ._ 1.141..'.+ • • •
70 0.760 1:1:47 !w !, • �ic. : �.•
60 0751
K
' so E»5 a :. - 50 0 741 1:.16;1 # . s :4' . . •
N 40::
, 0.729'.
-30-
0.713, :1:183
•- • •
r r " `20 0.692' ' 1.204 - 0 0 0 0•
20' i z
15 0.677.: 1:2.14
4-0
0.6S. OJO .. ;0:75 080.• ..083', 090.' 095 100 105 1.10 1.1S 1.20 1.25 ••
s
Exposure AdlustmentFactgl
282
H
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•
•
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• •
••••w•
w
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•
•
•
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•0000•
• w
Main Wind Force Resisting System — Part 2
Table 27.6-2 Wind Pressures - Roof
Enclosed Simple Diaphragm Buildings
e
MINIMUM DESIGN LOADS
h:5 160 it
Application of Roof Pressures
Flat Roof
16 deg
WIMd
\t
Mad
6 I %Ud
O Gable Roof
283
Osh
Hip Roof
Wim\
•
.. ......
.. .
•
• • •
•• • •
•
•oe**O •
Osseo*
2
• • •
0600••
000
• IUpe0 •
s
0
**:*so
283
•
• • •
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2
• • •
0600••
O
••
•
e
Mansard Roof
283
CHAPTER 27 WIND LOADS ON BUILDINGS-MWFRS (DIRECTIONAL PROCEDURE)
Table 27.6-2
MWFRS- Part 2: Wind Loads - Roof
Exposure C
MWFRS - Roof
V =160-200 mph
h =15-40 fh
V P ......, 169
18g 200
LoadZone
Tore
Zone
h
Root$tops':.:,r Cam ':1. 2 :'- 3 4
5
11 2 3 4
5 1
2 3. C. 5
Flat < 2..12 (9.48 deg), 1 54 9
4.&1
N -6_9.5
-57.0
NA -96..3¢' -85.8 70.4
g
�N�yA{
3:12 (14.0 deg) 1 -60.5 -43.6 ..-61.6 -5k4 9
45.1
76 S -52.0 0 -%6
-57.0 -84.5
-6�4y.2� -86.3 -85.888
.. r- A ,
;. $W -W,
W:
y7r8
l R.{3 • •�8.. o-. :M !!+w YAN5 !Z
�� at 'f
t70.4
. ». i'j i e d&r �%4e
4:12 (IBA deg) . 1.. 48 7 401 til -54tn�9,
-y4�5y�1
�2 8 �.8 76.0 69.5
.�T 0 TI.e7r
X22 7 98 3 -851.8 -701'
t z t a a. S h
i Y+ri
,.2':'� . ?
.
40
5h2 6cdegj 1 39.9 40A -61.6 -54.9
451
-515 -50.6 -78.0 5
-57.0 -6L3
-82.796 3 85 8 -70.4
Lm
BW2 (26 6 deg) 1-320 -001 _ -616 54 9
-45.1
1E0 6 50 8 -78.0 88.5
57 0 50.0-67-7
86 3 55 8 -70.4
` 4004
r
9AX. (36 9 deg} i 18.5 -001 r -818 -%.9
-051
:-23.5 -W.8 78.0 -68 5
57'0 -29.0
527 -96.3 -85.8 -70.4
..�
z.VAN
?
M
+�- at 10
12 125 (46 O'deg 1.10:5 -401:618 54 8
-051
13 2 50 8 78.0 5
57 0 16.3
52T -96.3 55 8 70.4
Y' to
...t
FlBte 2 (208 48 dei s N& �' N$ ; -6&0 517
-4Z4
NA i NA M47 -85.4;�
-?5�3,7 NA
NA -�'9,(y��0.6 -80 8 .-66.3
ea.,F -'
tA
&u'U
4�}9 e'w e
312 (14'0 deg) 1 cS8:8 •41�0 , 56 0 5 7142
4
7t2.�0 49.0 73.4 55 4
53.7 -88.9
50 4 90 8 50 8 -66.3
�"
4 2 r (1ax4 dere :;-51.7.
-4p2.4
-rte59.2 -47.8 73.4 -55..4
-53J -.7331.1
-+�5p99..�0 -80.8 -6S.3
.,+ sg�'a4m. `ar 3•t: .�. Y Yd
NIiN.�F
ri f3M - - .xiti,
rte'.
�-90.6
a x4 w�h .•e 5. ,
512 (226 d�g} :, 1 3T 5 37 Q: 0 �-517
-¢42.4
-47.51-47. 73.4 -65.4
-53 7 58.6
1-59.0-9n.6ff{ -80..8 A6.3
F
::i. f i •`. ¢ '��' :� � y 9 ;« �}�'a
U:Q;°,.
�'y r�AJ �.�'iJx.
:.A
�4�,1 �''.. �,v: �p
6:12;s y(28 SFdeg) 1 ;-30'_1 - 3 B 58 0 ':-617
.-42 4
-38.2 -47.8 -73.4 -85.4
-53.7 -47.1
59.0 -90.6 -80.8 -66.3
9"12 (3B 9 deg)f 41 s 17:5 37 8 ': Z8.0- -611
-a4
221 -47 8 73.4 65 4
-53.7 -27.3
59 0 �.8 50 6 66rG3
s.
9212 -(48 0 deg), . 1 a 9:8 37 8 :.58Q
42e4
12.5 -47 81 7.3..4 -S,fi�.4,�
53 7 -15.4
59 D �.6 80.8 56.3
g5�y17
-Rat;
r bEU ,
.? .�P; .-Yal" apfd+'.,
". ,°�I
L m N s.'.
Flat < Z12 (9'48 deg) 3 , 47 5
38 9
NA NA. 57.4 -60.1
49 3 NA
NA 83.2 -74 2 50.8
313 {14 0 deg) 63 2 7 6:53 3 47 5
-38.9
5&-f�1 , -45.0 -87.4 -80.1
�48 3 51.6
-55.6 -83.2 74e2
-
},V A
4"12 &4 degj 1 40 >;34 7 '. -63.3 -47 5
kx..G -4j7./�
38 9
54 4 -43 9 -67.4 -60.
X49 3 871
-L4a 2 74 2 50�
. ..
.• h
rr .la'L. F
,a
�: i.
6 i2 (72 8 deg) 1 -M 34 7 E-5&�3y -47 5
38 8
113 6 43 8 67.4 -801
48 3 -53 9
' S4 .2 74 2 �.8
'iHi Y"a2
b� G?
�. � ;S` Nlf
t2JzT 34 53.3 -47.5
-38.8
35.9 -43.9 -87.4 -80.1
-48 3 143 3
•E3 2 7 b -SIB
220 -VA -601
1-49.3 ,
54 2 83 2 -74.2
9"12 (36 8 deg) 1 18.0 -3447 '-63.3 -47.6
. -3B 9
Y i"! ,a •l �`-,' - x-:
v`�
j3 k,43.9
JJ.+.i'r ft
y2�5`.0
12.12 0 d 1-r , 53 3475
38 8
�i81
11 4 3��
-49.3 -141
54.? 2 -74.2 •60.8
q�
s:. ,�
ty�
FlaL<2,12 (9 46 deg " 1 „ N R NA. -%1 -44.7
u
-36.6
NA. NA 433.4 -N.G.
-48 4 NA
NA 3 -698
tr
312 (44 0 deg) ' 1 148 2 35.4 . -60.1 -44,71,1-36.6
-82 2 1423 -634 56.6
-46 4 78 8
-MP,j8 3 8 5T.3
a
... ...
..
y u'a r.8r!C°:
•'�.".>'A�A'."b�,....
L..s��.
g 1 -.44-36.6-m.64
53 2
51 0 78
4 ; i "'.
i. b
15
6.12 (22.8 dog), 1 32 4 3{2:8; 501) -44.7
38,6
-41.1;; , -41.3 -63.4 56..{6
-4&4
51.0 8
-6 . 57/ 3
q Ia'� � ..1�"i
v{5WJ
V•V�y �"Li/,y,
�7&3
P
�S'£j V:V; F-�Ne�:.
8A (2&B deg) 1 2$1 32 8 501 1!4 7
38 8
33.0 -413 -63.4.56 6
y -48.4 -40.7
510 78.3 8 57.3
x-64
912 (3&9 deg) . :;. i6 501 -44 7
38 8
181 •413 53.4 -me
-y4,8.4 -23.6
51 0 7&3 -69.B S13
�32s8
��1..�,,
a ., 4a W ! �t`1- �'Q U,
,.:.'?'
�.:e'
1212 (46 0 deg) 1 -8:5 -32 6, 501 -.44.7
-36.6
-10.8 -41.3 53.4 5&6
.148.4 -13 3
510 -78.3 89 8 57.3
MIAMI DADE WIND LOAD = 175 MPH - PEAK UPLIFT:
ZONE 1: ZONE 2: ZONE 3:
286 M=.65 PSF/MPH M=.345 PSF/MPH M=.665 PSF/MPH
43.2+M*15 = 58.95 35.4+M*15 = 40.575 50.1+M*15 =60.075
h�
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•
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•
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06:60
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•
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•
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6 6
CLIENT:
PROJECT:
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE TEL. (305) 264-8100
MIAMI, FLORIDA
JS CONSTRUCTION 2
41NW 107 ST
33174 FAX. (306) 262-697
LLC
01-19-15 BY: C.M.(AFC 15-0054
ASSUME TRUSS AT
1610.0 TRIBUTARY AREA
1111 J 11 m 11 111111110
0
•
• • •
•
51�
•••• •
•
•• ••••
1 ROOF PLAN VIEW
•••••• •••• •••••
e s
•
1 SCALE: 1/r=1'-0'
PEAK UP -LIFT FORCE P,4& r 03
• • • ••••
••••• ••
••
ZONE 3
• • •
UPLIFT PRESSURE = Pd = 60.08
TRIBUTARY AREA = A =16" X 180"/ 144 = 20 FTA2
R = 1201.6 LBS
Engr. JAVAD AHMAD
MAX ALLOWABLE TENSION FOR NOA #11-0222.07
CML
BPA CLAW & STRAP
FLA. PE # 70592
5 c F, tol+& F g�
v
C.A.N. 3538
Ta = 993.3 LBS.
USE (2) STRAPS PER 16" O.C. TRUSS:
Ta(2) > R; 1986.6 LBS > 1201.6 LBS OK TO USE///
SAN 5
CLIENT:
PROJECT:
AL-FAROOQ CORPORATION
C
O✓
ENGINEERS & PRODUCT DEVELOPMENT
1236 S.W. 87 AVE TEL. (306) 264-810C
JS CONSTRUCTION 2,
41NW 107 ST
MIAMI, FLORIDA 33174 FAX. (306) 262-697
LLC
01-19-15 BY: C.M. AFC15-9054
Ell
ROOF
USE ONE STRAP AT ENDS
ONLY
TRUSS AT 16" O.C.
1'-4" O.C. MAX
USE (2) STRAPS TYPICAL.
ANCHOR TO SUBSTRATE
AS PER NOA.
- ROOF ELEVATION DETAIL
SCALE: 3°=1'-0°
9999
s •
• • 9999 9999••
9999•• •
9999•• • 9999••
•
9999•• • • •
••••9•
9999 •• • • •
9999 • •• 9999•
9999•• 9999 9999•
•0 •• •• • 9999••
•
9999••• •
• • 9 • 9900•6
0000••
• • • •9000•
Engr. JAVAD AHMAD
CIVIL
FLA.. PE # 70592
CAN. 3538
SAN 15
MIAMMADEIM
101011100
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (DNC)
BOARD AND CODE ADMINISTRATION DIVISION
DG
MIAMI -DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mlamldade.gavtbullding
Building Performance Americas USA, Inc.
9415 Discovery Terrace #202
Bradenton, FL 34212
,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 BNC -
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 AHJ (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. BNC
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.
; BPA Claw &
APPROVAL DOCUMENT: Drawing No. SD10-034, titled "BPA Claw & Strap", sheet 1 tlrrough 5 of 5,
dated 02/18/11, prepared by DLG Engineering, Inc., signed and sealed by Wimal Suaris, P.E., bearing the
Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval
date by the Miami -Dade County Product Control Section,
MISSILE IMPACT RATING: None -00
LABELING; Each unit shall bear a permanent label with the manufacturer's nairr o; logo, Sarass14 FL atrd• • •
following statement; "Miami -Dade County Product Control Approved", unless othdAvisb note0 JW0j,u. •
RENEWAL of this NOA shall be considered after a renewal application has bee0 Y�0ojnd thereh as beei 0
no change in the applicable building code negatively affecting the performance of this product..
TERMINATION of this NOA will occur after the expiration date or if there has b Y; revision er change-;-•
in the materials, use, and/or manufacture of the product or process. Misuse of this*AUA Zts an sAdShement'3f "
any product, for sales, advertising or any other purposes shall automatically termij*legs NOA4.%ailure to -
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade C0untFJlori , and follo%vp0.
by the expiration date may be displayed in advertising literature. If any portion of tele 140A is.di*14yed, then
it shall be done in its entirety. 0
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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
- NOA No. 11-0222.07
Expiration Date: April 21, 2016
Approval Date: April 21, 2011
Page 1
V
Building Performance Americas USA, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. SD10-034, titled "BPA Claw & Shap", sheet 1 through 5 of 5, dated
02/18/11, prepared by DLG Engineering, Inc., signed and sealed by Wimal Suaris,
P.E.
B. TESTS
1. Test reports on uplift test per ASTM D1761 of BPA CIaws & Straps, prepared by
Fenestration Testing Laboratory, Inc., Test Report No. 6438, dated 02/03/11, signed
and sealed by Marlin D. Brinson, P.E.
B. CALCULATIONS
1. Testing Calculations for BPA Claw & Strap, prepared by DLG Engineering, Inc.,
dated 02/18/11, signed and sealed by Wimal Suaris, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Building and Neighborhood Compliance Department (BNC)
E. MATERIAL CERTIFICATIONS
0000
1. None. Goes..
..@go .
0000..
.g.oeg
0000.
F. STATEMENTS • • • • • • •
.
1. Statement letter of code conformance to 2007 FBC, issued by ONO-Engi*eisigng, In , G
dated 02/15/11, signed and sealed by Wimal Suaris, P.E. 090000 .g.s goes.'
2. Statement letter of no financial interest, issued by DLG Engineering, Inc.;d&l 0609:0
02/15/11, signed and sealed by Wimal Suaris, P.E. • 0
0
. 0 . . :Goo..
0000..
o
.. 0000..
0e . e ... .
e
arlos M. Utrera, P.E.
Product Control Examiner
NOA No. 11-0222.07
Expiration Date: April 21, 2016
Approval Date: April 21, 2011
E-1
I BUILDING PERFORMANCE AMERICAS USA INC.
.} -BPA CLAW & STRAP
GENERAL NOTES:
1. BPA CLAW & STRAP SHOWN 'ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS
BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE
FLORIDA BUILDING CODE WITH THE 209 SUPPLEMENTS. DESIGN WIND LOADS 84AUL
BE DETERMINED- AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE -IN ORDER
TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PAD., ARE NOT OVER
STRESSED. THE BPA CLAW & STRAP ULTIMATE UPLIFT CAPACITY HAS BEEN VERIFIED
AS PER FENESTRATION TESTING LABORATORY REPORT # 11-2728, IN ACCORDANCE
WITH ASTM D1781-88 (SECTION 41.60) AS PER SECTION 1715.1.1 OF THE ABOVE
MENTIONED CODE.
Z ALL SCREWS MUST BE OF APPROVED CORROSION RESISTANCE (ESPECIALLY
RESPECTING COMPATIBILITY WITH THE GALVANIZED STEEL. OF THE BPA CLAW &
STRAP).
3. IT SHALL BE THE RESPONSIBILITY OF THE RESPONSIBLE DESIGN PROFESSIONAL TO
VERIFY FBC COMPLIANCE OF THE STRUCTURE WHERE THE BPA CLAW & STRAP ARE t
TO BE ATTACHED.
4. BPA CLAW & STRAP INSTALLATION SHALL COMPLY WITH THE SPECIFICATIONS '
INDICATED IN THIS DRAWING, PLUS ANY BUILDING AND ZONING REGULATIONS
PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
S. (A) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS
GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.
(B) CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION INCLUDING LIFE SAFETY i
OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL DOCUMENT (PAD.),
CONTRACTOR TO CONSULT DESIGN PROFESSIONAL IF THERE IS ANY DEVIATION
FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT
SITE IS THE CONTRACTORS RESPONSIBILITY.
(C) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL BECOME THE DESIGNER OF RECORD.
8. THE MOUNTING POSITION OF THE STRAP TO BE AS SHOWN ON THE DETAILS. PLEASE
NOTE THAT STRAPS COME IN A RIGHT-HANDED AND LEFT4- LADED CONFIGURATION.
7. BPA CLAW & STRAP MANUFACTURERS LABEL SHALL BE PLACED ON A READILY AND
VISIBLE LOCATION AT THE BPA CLAW.
8. ANY CODE COMPLIANT STRAPS RATED TO AT LEAST 880 LLB DESIGN LOAD CAN BE
USED WITH THE BPA CLAW.
so
8. A 113 INCREASE IN CAPACITY OF ANCHORS TO ACCOUNTiFOR LpAd D •l�IRAil A FOR
WIND LOADING WAS USED FOR WOOD OWL 1. • • • • • • • •
• •
rrr
• • .SIGN UPLIFT CAPACITY
ULTIMATE UPLIFT LOAD CAPACITY OF
THE BPA CLAW & STRAP IS �98 �! 3 = 993.3 LBS'
• • i
• TO OBTAIN THE DE81GN UPLIFT LOADCAPACIVY OF • • •
THE ASSEMBLY, A FACT�R Og &9APm NO
THAN THREE SHAT Si IQED • • • • i • • • • i
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
FRONT VIEW OF CLAW
KALE V- I'LIT
SIDE VIEW OF CLAW
SCALE 11-11w
STATE OF flUAN
�IONAL-, 8D10.034
y�r I 1 OF b
BPA CLAW
CODE COMPLIANT
STRAP
BPA CLAW
CODE COMPLIANT
STRAP
0
0
o.
0
'0
of
a
�o
0
0
0
0
0:
0
.0
o�
0
,A4" 0
FRONT ELEVATION SIDE ELEMON
SCALE 6' a 1'-0 SCALE
tA4 • COLDCOMPLIANT • • 0 i • • •
• • BPA CLAW • • THE STRAP SHOWN ON THESE DRA GS
IS RECOMMENDED; HOWEVER, ANY t�DE
COM PLIANT STRAP CAN 8E USED Vd11}H
• • • • •
06ME SPEW PROWD® IT COMPLY.
BOTTOM ELEVATi6" , •__ 09: ; • ; • ;
SCALE • • • •6' 1-0 • • • • •
4
L
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
BPA CLAW
CODE COMPLANT
ry STRAP
/ o
•(\
F6,wo
0 o Zj
o
r4
000 z
d I zv Si 0
a
0
000
00 �
0 ?
°°°
°
®° 1
V15
t1.0 3
ISOMETRIC VIEW a
m
SCALE C a 1* W m
37 9 �%
ia• ' a•n m-a-mn
/top•�du 50. own . ^.
STATE OF .��/� ORMAWN
<� O �� P ,•���,` vao�ar ,o m�
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= 2 L
rE?:w
CLAW
WOOL
SUBSTR
BEYON
BEFORE BEING HAMMERED IN
BPA CLAW
SCALE T- V- °
SHEATHING
Cl
( SPACING TO FIT STRAP
B 1 EEN CLAW AND RAFTER)
W fOD RAFTER
I
SUMTRATE
BEYOND
i
PARTIALLY HAMMERED IN
B�A CLAW
SCALE T n 1,4r
STATE OF
SD10-034
30F6
SEE SHEET 4
FOR ANCHORS
°
I
0.
IS
CODE
• •
• • • • •
COMPUANTSTRAP
• •
• • • • •
•
•
•
•••
• •
o
• •
••
• • • • •
STRAP SHOWN ON THESE D
RECOMMENDED, HOWEVER, ANY
COMF'I.IANT STRAP. CAN BE USED WITS
•
•
BPIMO1 AW PROVIDED R COMPLI
COMPLETE SET-UP
•
• • •
BPACLAW
:•
••• :• ••• r
..:
•••
SCALE
a"- 114r
STATE OF
SD10-034
30F6
•••
•
•
•
•••
• •
- CLAW
- ROOF RAFTER
-STRAP
131 TYPE W ANCHOR. AIN.
SCREWSPACING=3,
SEE TYPICAL ANCHORS
CONCRETE
TYPICAL INSTALLATION TO CONCRETE
ISOMETRIC VIEW FROM BELOW
SCALE 3° =1'•a'
IdLLS•_i'il
IV[31
STRAP
TYPE'A ANCHOR, MIN.
SCREW SPACING = r,
SEE TYPICAL ANCHORS
MASONRY
• ••
• • • • ••• •
.) ••• • ••t ••• •
TYPICAL INSTALLATION TO:.MAso0RY
FRONT VIEW
SCALE = r • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL ANCHORS
TYPE'A' - JW DIAMETER'HILTI KWIK-CON 0+' OR MLOV.
DIRECTLY INTO CONCRETE
1-W MW. EMBED INTO CONCRETE
DIRECTLY INTO MASONRY
1-3W MINI. EMBED INTO MASONRY
TYPE B' - 10d COMMON WIRE NAIL
DIRECTLY INTO WOOD
TYPICAL EDGE DISTANCE
INTO CONCRETE.- i-IWMIN.
INTO MASONRY= IAA MW.
CONCRETE Vc= 2000 PSI
C90 GRADE N HOLLOW BLOCK I'm =1500 PSI
• ANCHOR EMBEDMENT SHALL BE BEYOND
WALL FINISHES OR STUCCO
i THE STRAP SHOWN ON THESE DRAWINGS
13 RECOMMENDED, HOWEVER, ANY CODE
COMPLIANT STRAP CAN BE USED WITH
THE BPA CLAW PROVIDED IT COMPLY
WITH GENERAL NOTE #0.
l TYPICAL INSTALLATION TO WOOD
FRONT VIEW
SCALE 3°= I' W
AOP'aMaeompt�wY► ri
SPA CLAW Y�fe
u - %
STRAP A7
1121 TYPE'S• ANCHOR.
SEE TYPICAL. ANCHORS
WOOD
P.E.
STATE OF -'414awa�mr o•=.
4 OF 5
t
)
IJ
ops oa,
Zttr
Ltoc eucsE
CLAW
k_
-1 r --�
STRAP
see oe: .0. .00
. . . . . . . •
of •••
LFtE0TOpJhMMENDEi)-,
STRAP HOWN O THESE DRAWINflS
HOWEVER, ANY CODE
N•T STRAP CNV BE USED WITH
•••• CLAW &&Q=ED R COMPLY
i •iNERAL NOTE 06. •
• •• • • • •• • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
i
STATE OF
ur
d
ag
9 °
R
SMO -034
aim
50F5
Is
I
PARTS LIST
ITEM
QTY
PART NUMBER
MATERIAL DESCRIPTION
MANU. / REMARKS
I
1
STRAP
G90 GALV. CODE COMPLIANT STRAP
10 GAUGE
3
1
31W I.D. WASHER
1050 CARBON STEEL
ST/ST
10 GAUGE
4 1
1
103/8" BY 1-1/2- LAG SCREW
ST/ST
5
3
01 /4° HILTI KWTK•CON II+
ST/ST SEEN TYPICAL ANCHORS, SHEET 4
OR EQUIVALENT
b
3
01 /4° 1411.11 KWKCON II+
ST/ST Sid TYPICAL ANCHORS, SHEET 4
OR EQUIVALENT
7
12
1 10d COMMON WIRE NAILS
see oe: .0. .00
. . . . . . . •
of •••
LFtE0TOpJhMMENDEi)-,
STRAP HOWN O THESE DRAWINflS
HOWEVER, ANY CODE
N•T STRAP CNV BE USED WITH
•••• CLAW &&Q=ED R COMPLY
i •iNERAL NOTE 06. •
• •• • • • •• • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
i
STATE OF
ur
d
ag
9 °
R
SMO -034
aim
50F5
Is
I