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BP-03-1148Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle):
Permit No.
ster Permit No.
1/i
Mechanical
579
Owner's Name (Fee Simple Titleholder)
Owner's Address 10,-53—
City State / Zip
Tenant/Lessee Name
Roofing
Phone #
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade
Is Building Historically Designated YES NO
Contractor's Company Name 1 Clbj )/ 7t4 Phone # 50
Contractor's Address
City �/ State Zip
13
Qualifier 011e 4' `%"`
Zip
Ann
State Certificate o
Registration No. e6,60,4ezdy Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit
.z.
Type of Work: ElAddition ❑Alteration
Describe Work:
Square Footage Of Work:
❑ Repair/Replace
❑ Demolition
,a * * * *** * *** * * * * * * * * * ** *Fees*
Submittal Fee $
Notary $
Scanning $
Code Enforcement $
Permit Fee $
Training/Education Fee $
Technology Fee $
Radon $ Zoning Bond $
Total Fee Now Due $
(Continued on opposite side)
Structural Plan Review. $
t(Oge
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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
Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of , 20 , by , day of , 20 , by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print:
My Commission Expires:
My Commission Expires:
******************* * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
''R12 2C75
APPLICATION APPROVED BY:
Chc 05/13/03
Plans Examiner
Engineer
Zoning
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Bui}Cling Inspection Request C
Date
Type Insp'n
-E n I xIcy
Permit No. 8P 3-114
Name v Utdc-1
102.ss 33cL1v /0.
Company OWA,Oct
Address
Phone #
Inspection Date
Approved
Re- Insp'n Fee
/4, c_
F/;,-74
4 fvc S
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305 - 795 -2204 „"
Buil ' 'ng Inspection Request
Date
Type Insp'n
Rrc
c
Permit No. 6 .Po 5- 1 1 4Fr
3 r w` aa
to -ss 6).5c
Name
Address
Company OC._L.i
Phone #
Inspection Date
Re- Insp'n Fee
RECEIVED
DEC 0 2 2003
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit No. M f 2C:CS3 -) / Lt
Master Permit No.
BUILDING.
PERMIT APPLICATION
FBC 2001
Permit Type (circle) Building Electrical Plumbing Mechanical Roofing
?(O' Simple ) _ TC, r
wner's Name (Fee S' le Titleho er ,r � � ������,� Phone # �� °'�' ���.��
Owner's Address 0 y // / 7/ 3 !3S /S y S ii -7
City ; q/ State ./K— Zip 9 /c;
Tenant/Lessee Nanie Phone #
XJob Address (where the work is being done) /O J /. '/ f /9 L%
City Miami Shores Village County Miami -Dade Zip
Is Building Historically Designated YES NO
Contractor's Company Name �/ 7 Phone #
Contractor's Address
City State Zip
Qualifier
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit
Square Footage Of Work:
Type of Work: ['Addition 0A1 ration ew ❑ Repair/Replace ❑ Demolition
X /®
Describe Work:
* * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * **
Submittal Fee $ Permit Fee $ CCF $
Notary $ Training/Education Fee $ Technology Fee $
Radon $
Scanning $
Code Enforcement $
Total Fee Now Due $ � 0 6
(Continued on opposite side)
Bond $
Structural Plan Review. $ Set ov
e, 0-6-6
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
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 FT .F,CTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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
Sigre,►re � �.; � � �-°�', �� ,� ,� Signature �/� °`
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of , 20 _, by , day of , 20 , by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print:
My Commission Expires:
My Commission Expires:
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
FEB 1 0 200 12 -A/03
APPLICATION APPROVED BY•
Chc10 /14/03
5'/ Plana Examiner
Engineer
Zoning
\ cc,
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305 - 795 -2204
Building Inspection Request
Date 27 I ()1{
Type Insp'n 4-tvrO I col vidOa) trams(
Permit No. PD P 05 — 1 t y"0
Name V 1 LrD''
Address 1025 ►�i5CaVQ S LV P-
Company
Phone # _505,.. ( S-61.
Inspection Date 5- / ZZ 10.1'
Approved ❑
Correction.,
Re- Insp'n Fee ❑
ECEJVE
UN 2 0 2003
Miami Shores Village
Building Department
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle):
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No.
Master Permit NO P '0°3-
P ) 3.205: 0)9,- oO7V
Electrical Plumbing Mechanical Roofing
Phone #ii'��C .JCS
Owner's Name (Fee Simple Titleholder)
Owner's Address M% l% —
City /o State Zip .5/.‘C,
Tenant/Lessee Name Phone #
Job Address (where the work is being done)
City Miami Shores Village
Is Building Historically Designated YES
•
County Miami -Dade
NO
Contractor's Company Name terlA �!0
Contractor's Ad��jess 'Pj`����/0c9
City 7i�' State. re—
Qualifier Afel/
Zip
�S �s .� 7 6 d
Phone # 7�5�1,- �`��°—
Zip 557
Architect/Engineer's Name (ff applicable) D � ,5 Phone # 3 '$ 3 W aP
Architect/Engineer's Address
City State Zip
$ Value of Work For this Permit2 C;), d
Number of: Bays Stories 2,,,_. Families f
Type of Work: []Addition DAltnation [ (ew
Describe Work: AiPec,
Square Footage Of Work:
Bedrooms ) Baths
❑ Repair/Replace ❑ Demolition
* * * * * * * * *** * * * * * * * * * * * * * * ** *Fee Calculation -Misc permits* *** ***********************
County Escrow Fee $ ! Permit Fee $ / %'�!' 4 %/ : ~ i Notary $
Education/Training Fee $ c 6 Tech $ Scanning $ 7 E
C00 • ° ° Bond $ Struct. $ J o
Minus Plans Check Fee $ Fee Totals $ (Continued on opposite side)
Radon $ ( v 65-
Bonding Company's Name (if applicable)
Bonding Company's Address_
City State Zip
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 ELECTRICAL WORK, PLUMBING, SIGNS, .
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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.
Owner or Agent
Signature
Contractor
The foregoing instrument was a owledged before me this ? 0 The foregoing instrument was acknowledged before me this
2003'b day of
day o
who is personally known to me or who has produced"
NOT /
er
Sign . Wit , ` :a:..Ji ..L-A.
z `'y ommisai©n 1501800+48
My Commission Expires: My Commission Expue : Expires November. 18, gm
(Certificate of Competency Holder)
State Certificate or Registration No. 6( c7. ,,� Certificate of Competency. No.
who is personally known to me or who has produced --
As identification and who did take an oath. as identification and who did take an oath.
***************************************//******eeee e*************************** * * * * * * * * * * * * ** * * ***** * * * * * * * * **
APPLICATION APPROVED BY: 24Z (5 'wI./
Chc6/18/03
eel/143
Plans Examiner
is i\03
Zoning
Thiami SIiOPQrj
10050 N.E. SECOND AVE.
MIAMI SHORES. FLORIDA 33138 -2382
Telephone: (305) 795 -2207
Fax: (30517557 8972...
ptCLJ 4Jfry
f} PPg oi.ff
COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY
WHEREAS, O1ecC
following described property:
(owner)
, hereinafter referred to as the Owner of the
Legal description/folio/0:
Lot 7 Block / 7 Subdivision
Tax Folio #•
requests permission to install:
sphalt, concrete, brick pavers
[ ] Landscaping
[ ] Other
within the public road right of way of
OrL- I64140
(address)
IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows:
1. To maintain and repair, when necessary, the above- mentioned item(s) installed within the dedicated right
of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said
items within public right of way including restoration of street by reason of the Owner's failure to do so,
such expense shall be paid by the Owner or shall constitute a lien against the above described property
until paid..
2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from
any and all liability, which may rise by virtue of permitting the installation of these items within the public
right of way.
3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days
notice by the Village to do so. Failure to comply with this notice will result in the Village causing the
item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all
costs incurred in the removal and disposal of the item(s).
4. The undersigned further agrees that these conditions shall be deemed a covenant running with die land and
shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such
time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida
by the Village Manager of Miami Shores Village (or his fully authorized representative).
049,,iee_op
G�% 67
SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on tit'
SIGNED. SEALED AND DELIVERED in the presence of
ssion #DD231984
res: Jul 13,2007
Bonded Thru
Bonding Co., Inc.
DO NOT REMOVE FROM PLANS
Miami -Dade County
pERNI
URCESMAN €MENT
OFFICE OF PLAN REVIEW SECTION
11805 S.W. 26t Street
Miami, Florida 33175
Telephone: (786) 315 -2800
Date: 8/08/03
DERM Number: 2003 - 0808 - 0907 -1410
FOLIO #: 11-3205-019-0070
Fees: D001 -1
D004-1
D013 -1
Municipality Review Sheet
Sec: 5 Twn: 53 Rge: 42
Project Name and Address: SCHEME'S RESIDENCE 11 10255 NE BISCAYNE BLVD
Project Description: NEW SFR AT VACANT LAND
Legal Description: LOT 7/ BLOCK 175 REVISED PLAT OF MIAMI SHORES
Municipality: MIAMI SHORES
The proposed project has been reviewed by this office and APPROVED for the following reasons: (Only checked
items required).
❑ 1. Pursuant to the moratorium imposed by the Environmental Protection Agency (E.P.A.) on Miami
Dade County, any project that would increase discharges to the sanitary sewer system from the
aforementioned facilities is not approvable without an allocation letter. Allocations, when allowable,
can be obtained from the DERM Allocations Counter (786) 315- 2848/49.
❑ 2. Provide a Water and Sewer Verification Form from WATER & SEWER DEPT.. CONTACT
NEW BUSINESS SECTION AT 11805 SW 26 ST , PH# (786)315 -2717 /1 PSF- ON FILE
❑ 3. A Resolution Letter is required from Miami -Dade Water and Sewer Department (786) 315 -2717.
❑ 4. Wetlands/Trees Approval Required: FOREST RESOURCES APPROVED AS PER W. VAN LEER
❑ 5.
❑ 6. NEW SFR: WATER - ABUTTING (WASD ATLAS PAGE D -8) ; CLOSEST SEWER NOT
WITHIN SQUARE MILE; SEPTIC (SHOWM ON PLANS); LOT AREA : 14,062 SF (INCLUDING
BACK/FRONT R.O.W.); PB 43 -67, GRANDFATHERED LOT .
Disapproved: 8/13/03 A
Reviewer: LOURDES DIAZ Rev
MUNICREVSHT.DOC 01/22/02
SERVE • CONSERVE
MIAMI -DADE WATER AND SEWER DEPARTMENT
P.O. Box 330316, Miami, Florida 33233 -0316 • 3575 S. LeJeune Road • Tel: 305 -665 -7471
VERIFICATION FORM
EXPIRES ONE YEAR FROM DATE OF FORM
ATLAS PAGE: D -8
PSF INV #: 60753
INV #: DATE: August 14, 2003
NAME OF OWNER: VICTOR SCHEME
PROPERTY ADDRESS: 1155 NE 102 ST
TYPE OF USAGE\ NUMBER OF UNITS: SINGLE FAMILY RES REPLACING VACANT LAND
PREVIOUS FLOW: 0
PROPOSED FLOW: 350
PREVIOUS SQUARE FOOTAGE: NA
PROPOSED SUARE FOOTAGE: NA
NEW CONSTRUCTION ?: YES
INTERIOR RENOVATION ?: NO
PROPERTY LEGAL: FOLIO #11- 3205 - 019 -0070
THIS IS TO CER'I Y THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HA VE A(N) 12 INCH WATER
MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT
PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILI'1' ; S
BY THE DEVELOPER R7 t,•4 EMENT WITH THE DEPAR i NT, ID # N /A) SUBJECT TO PROHIBITIONS OR
RESTRICTIONS O. GOVE P,• AL AGEN! S _ VING7 DICTION OVER MATTERS OF WATER SUPPLY OR
WITHDRAW
BY:
NSER
E -NEW BUSINESS REP
NEW BUSINESS COMMENTS: ALL FEES DUE WITH METER REQ * * * *S1A * * * **
PLANS REVIEW COMMENTS:
AUTHORIZED STAMP
THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES/WILL HAVE A(N) ► INCH
GRAVITY/FORCE SEWER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PROPERTY WILLING TO
SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE A 1 • • CEMENT INTO SERVICE
OF SEWER FACILPI'IES BY THE DEVELOPER UNDER AGREEMENT WITH THE DE • .° 1 , ID # [N /A) SUBJECT TO
PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING 12°4 DICTION OVER MATTERS OF SEWAGE
DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS 0 THE DEPARTMENT =S SYSTEM MUST BE
OBTAINED FROM DERM. THE ANTICIPATED DAILY WATER ° ' IR SEWAGE FLOW FOR THIS PROJECT WILL BE 350
GALLONS PER DAY.
BY:
E 6 CON SE -R
SIGNATURE e - ` PRESENTATIVE AUTHORIZED STAMP
NEW BUSINESS C S: SUBJECT TO HRS APPROVAL #03 -2053N
PLANS
1
IEW COMMENTS:
CUSTOMER: MARIO
PHONE: 786 - 277 -5801
REP: Administrator, New Business Rep
PHONE: 786 - 315 -2717
FAX: 786- 315 -2923
DO NOT REMOVE FROM PLANS
Miami -Dade County
BERM
DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT
OFFICE OF PLAN REVIEW SECTION
11805 S.W. 26th Street
Miami, Florida 33175
Telephone: (786) 315 -2800
Date: 8/08/03
DERM Number: 2003 - 0808 - 0907 -1410
FOLIO #: 11-3205-019-0070
Fees: D001 -1
D004 -1
D013 -1
Municipality Review Sheet
Sec: 5 Twn: 53 Rge:
Project Name and Address: SCHEIDE'S RESIDENCE 1/10255 NE BISCAYNE BLVD
Project Description: NEW SFR AT VACANT LAND
Legal Description: LOT 7/ BLOCK 175 REVISED PLAT OF MIAMI SHORES
Municipality: MIAMI SHORES
The proposed project has been reviewed by this office and DISAPPROVED for the following reasons: (Only
checked items required).
❑ 1. Pursuant to the moratorium imposed by the Environmental Protection Agency (E.P.A.) on Miami
Dade County, any project that would increase discharges to the sanitary sewer system from the
aforementioned facilities is not approvable without an allocation letter. Allocations, when allowable,
can be obtained from the DERM Allocations Counter (786) 315- 2848/49.
■ 2. Provide a Water and Sewer Verification Form from WATER & SEWER DEPT.. CONTACT
NEW BUSINESS SECTION AT 11805 SW 26 ST , PH# (786)315 -2717
❑ 3. A Resolution Letter is required from Miami -Dade Water and Sewer Department (786) 315 -2717.
❑ 4. Wetlands/Trees Approval Required: FOREST RESOURCES APPROVED AS PER W. VAN T PER
6. NEW SFR: WATER - ABUTTING (WASD ATLAS PAGE D -8) ; CLOSEST SEWER NOT
WITHIN SQUARE MILE; SEPTIC (SHOWM ON PLANS); LOT AREA : 14,062 SF (INCLUDING
BACK/FRONT R.O.W.); PB 43 -67, GRANDFATHERED LOT .
Disapproved: 8/13/03 Approved:
Reviewer: LOURDES DIAZ Reviewer:
MUNICREVSHT.DOC 01/22/02
Alt7
4170,47.
tzsy
2
BOUNDARY �N
SURVEY
s
46 'Pe
W E
S
N
c��l N
rr� t o� \+
7 I AA
+-
4/6' v494.
py
NE 103rd STREET
NE 102ad STREET
LOCATION SKETCH
SCALE 1 "= 300'
LEGAL DESCRIPTION: Lot 7, Block 175, REVISED PLAT OF MIAMI SHORES
SECTION 8, according to the Plat thereof, as recorded in Plat Book 43 at
Page 67 of the Public Records of Dade County, Florida.
SURVEY FOR: (Nit 1 5 H0 ` '"^� �% i 1qa.6
1 HEREBY CERTIFY: That the SKETCH OF SURVEY of the obove captioned
property was completed under my supervision and /or direction, to the best of my
knowledge and belief. This survey meets or exceeds the Minimum Technical Standards
set forth by the Florida Board of Land Surveyors in Chaster 61G -17 -6 Florida
Administrative Code. Pursuant to Section 472.027, Florida Statutes.
DELTA SURVEYORS, INC.
13205 SW 137TH AVENUE
SUITE 225
MIAMI, FLORIDA 33186
PHONE: 305 -253 -0909
FAX 305 -253 -0933
TA SURVEYOR
WALDO F. P
REGISTERED LAND ,r OR
NO. 3
CERTIFICATE OF AUTHORIZATION
LB. NO. 3386
STATE OF FLORIDA
1) FLOOD ZONE AE BASE 8.0' PANEL 0093 J
COMMUNITY NO. 120652 DATE (W MAP: 3 -2 -94
2) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF TFIIS
COUNTY
3} EXAMINATICti OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO
DETERMINE RECORDED INSTRUMENTS, W ANY, AFFECTING PROPERTY
4) LOCATION AND IDENTIFICATION OF UTILJTILIES, IF ANY ARE SHORN
04 ACCORDANCE WITH RECORDED PLAT
5 0 4ERSHIP 18 SUBJECT TO OPRMON OF TIRE
6 TYPE OF SURVEY: BOUNDARY SURVEY
7 LEGAL DESCRIPTION: FURNISHED BY CENT
8 11418 SURVEY IS NOT VAL{D WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
9) THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE
OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND
TO ANY UNNAMED PARTIES
10) UNDERGROUND UTIUTIES ARE NOT DEPICTED HEREON, CONTACT THE
APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR
CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR
SHALL BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN
HEREON.
0.0 DENOTES EXISTING ELEVATION
ELVA110N REFERS TO THE NATIONAL GEODETIC
VERTICAL DATUM OF MEAN SEA LEVEL OF 1929
BEN+IARK: B -26 -R ELEVATIOI: 10.09'
LOCATOR INDEX 3250 NE
CERTIFY TO: MIAMI SHORES VILLAGE
FIELD SURVEY DATE: 09 -28-00 SCALE: 1°= 20' DRAWN BY: PAP
DRAWING DATE: 09 -29 -00 FB: 199 PG: 9 DRAWING NO: OD -784X
REVISED: 09 -07-01 (UPDATE SURVEY & ADD t MCKIICN)
NEW DRAWING Kt 01-744X
anlm DR]A WLA'UDOCE]
CERTIFICATE OF INSULATION INSTALLATION BUILDING PERMIT#
JOB ADDRESS 10255 Biscayne Boulevard
STATEMENT OF COMPLIANCE: We the undersigned hereby certify that the thermal
insulation has been installed in the referenced building in compliance with the South
Florida Building Code,Chapter 52 and the approved plans and specifications, and in
accordance with good construction practice. The insulation furnished is of the type,
thickness and R value as set forth below:
AREA TYPE THICKNESS /R -VAULE MANUFACTURE
Exterior Block Fi -Foil 3/4 " R -4 Fi -Foil
Walls
Garage T/C Fiberglass
Batts
3 1/2‘, R -11 Owens Corning
MULTY- FAMILY RESIDENTIAL CONSTRUCTION: The COMMON (PARTY) walls
separating different tenants shall be insulated as follows:
Frame /Metal Stud Walls R -11 (min.) ; CBS or Concrete Walls R -3
(Min.) by Energy Code requirements. See Energy Code, Rev. I/87,
paragraph 9032(b), on page 0 -17, latest edition. These "minimum levels of insulation ",
are not included in the Energy Calculations,
but shall be installed in the field
INSULATION CC# CGC009238
INSULATION CONTRACTORS
BUILDER: AARON CONSTRUCTI
BUILDER'S SIGNATURE:
THE AFFIANT, DAVID S PERSONALLY KNOWN TO ME
Sworn to and sub r;. - • "efore me this 15TH Day Of 3une, 2004
aniA EIKW LAWOO R9
CERTIFICATE OF INSULATION INSTALLATION BUILDING PERMIT#
JOB ADDRESS 10255 Biscayne Boulevard
STATEMENT OF COMPLIANCE: We the undersigned hereby certify that the thermal
insulation has been installed in the referenced building in compliance with the South
Florida Building Code,Chapter 52 and the approved plans and specifications, and in
accordance with good construction practice. The insulation furnished is of the type,
thickness and R value as set forth below:
AREA TYPE THICKNESS /R -VAULE MANUFACTURE
Exterior Block Fi -Foil
Walls
Garage T/C Fiberglass
Batts
3/4 " R -4 Fi -Foil
3 1/2 R -11 Owens Corning
MULTY- FAMILY RESIDENTIAL CONSTRUCTION: The COMMON (PARTY) walls
separating different tenants shall be insulated as follows:
Frame /Metal Stud Walls R -11 (min.) ; CBS or Concrete Walls R -3
(Min.) by Energy Code requirements. See Energy Code, Rev. I/87,
paragraph 903.2(b), on page 0 -17, latest edition. These "minimum levels of insulation ",
are not included in the Energy Calculations,
but shall be installed in the field
INSULATION CC# CGC009238
INSULATION CONTRACTORS
BUILDER: AARON CONSTRUCTION.
BUILDER'S SIGNATURE:
THE AFFIANT, DAVID
Sworn to and subs•: • ore me this 15TH Day Of June, 2004
CERTIFICATION DA ._- 15 -04
PERSONALLY KNOWN TO ME
44 °rye YOANDRA SOSA
MY COMMISSION * DD 318810
i o EXPIRES: June co. Discount Assoc.
1.8003NOTn�' _ .
PROCESS# FEMERAI BERGS= MANAGEMENTAGENCY
FOLIO# NATIONAL FLOM I STAN CE PROGRAM
ELEVATION CERTIFICATE
C.O.R EL -9.70' kninntat Read the bawd= an mewl -7.
O.M.B. No. 3067 -0077
Expires DECEMBER 31, 2005
SECTION A- PROPERTY OWNERINFOIMATIO N
For InsuanceCompany
BUILDING OWNER'S NAME
VICTOR SCHEIDE
Ma/ Number
BUILDING STREET ADDRESS (Inds Apt, Ur,, Style, and/or Bldg. No) OR P.O. ROUTE AND BOX NO.
10255 BISCAYNE BLVD
Company NAIL Number
CITY STATE ZIP CODE
MIAMI SHORES Florida 33138
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, et.)
LOT 7, BLOCK 175, °REVISED PLAT OF MIAMI SHORES SECTION 8" PLAT BOOK 43 AT PAGE 67
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
TWO STORY RESIDENTIAL BUILDING
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE 0 GPS (Type):
(##" -##' - #8.##° or ##.##88#" . 0 NAD 1927 0 NAD 1983 ❑ USGS Quad Map ❑ Other
SECTION B - FLOOD INSURANCE RATE MAP (FIRM INFORMATION
B1. KFIPCOMMATY NAAiE& YNitBER
MIAMI SHORES/ 120652
B2tX>I lctNWE
MIAIADADE
B3. STATE
FLORIDA
B4. MAPA1.D PANEL
NUMBER
1202503
85. SUFFIX
J
B&RRM INDEX DATE
3294
Eft. FM PAWL
EFFECTNBREVISEDDATE
7- 17-95
85.FLOODZONE(S)
AE
09. BASE ROOD EEVATIC I(S)
(Zare AO, used* offaod'ruj)
8FEEI'
810.1ndcate the sauce of the Base Rood Elevation (BFE) dab or base flood depth entered iR89.
❑ FISPro51e XFIRM ❑ CommunityDetambed 0 Other (Dube}:
811. Indcate the elevation dahm used for the EWE in BOA NGVD 1929 ❑ NAVD 1988 ❑ Otter(Desarbe):
812.1s tre bi g located in a Coastal Barrier Resorsces Systan(CBRS)areaarOtherwise Pr Area(OPA)? ❑ Yes XNo DesignafamDate
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1 .l gelevators met edow.QC Drawings' XXt( Wring Under Cmm t' 0 rmishedCanstruciar
*A newBevation Certbcatew ba required whencastruclon of the Wring iscomplete.
C2. Building Diagram Nutter fiber j (Select the bulling dagram most sinalar to its bullring for whidh this c& aateisbetrg completed- seepages 6 and 7. If no di n
accurateVispresents the f dig. presidea sketch or photograph)
C3. Behratons —Zones A1-A30, AE, Ali, A 4th EWE), VE. V1 -V30, V (v4111 BFE), AR, AR/A ARIAS, ARRA1A30, AR/AH, AR/AO
Corrplete Runs C3 -a-M below accardrigbtlebaking dacjarn spealbad in Rem C2 Stab the datum cs d.tteeratumisr tan the datrmusediortheBFEln
Section B,convert ihe datum to tea usedtor the BFE Shaw %%measurements easuremenhenddahmconversion ckute1e . Use thespace prarided or the Comments area of
S e c t i o n 0 or Section G, as awroprEde, t o doomed he datum c a n vial.
Datum NGVD29 Co nrersiontCarmenb NONE
Eleuatart referarce mark used Does to mak cmedeppearon trrtF Wl? 0 Yes X No
O a) Top ciboitan floor (m baserteidarerrdosure)
O b)Topof nod Ritter flow J0 I44 4nj
O
c)Bottcm dlorms1hdizontalstruchmaltnenter Ofztrrastshnii) ta. tin)
O d)Attacihed garage (I44,tof slab) 8 . - 1 n) r
O
e) Lowest eleveicedmardiheryaridaequipn servicing the buhg( eat*htaConnote area) Mel: -_104
❑ 0 L grade MG) 8. 2 )
0 9) Wiest acOceig (6 gade(MAG)
t3`h) No. ofpar ap (tcodve)v n t ¢►w ga t 8. 5th
Lk Total area dal permaumt openings foods IM C3.h M .s4 kr. (s4 )
CHARLES W. CARR
FEBRUARY 26,2004
STATE OF -.
FLORIDA P LS NO.
1 -
SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be sired and sealed by a land surveyor, engineer, or architect authorized by law to cerfiiy elevation information.
/ Gem that the hdormation in Sections A B, andC on t1* cue represents my best efforts to Nerpret the data available
1 understand that any fuse statement maybe punishable by tine or imprisonment under 18 U.S. Code, Section 1001.
CER IFIS 'S NAME CHARLES W. CARR DENSE NUMBER PIS NO. 1060
TITLE PRESIDENT
COMPANY NAME CHARLES W. CARR LAMS) SURVEYOR
ADDRESS COY STATE Z1PCODE
9245 S.W. 44Th STREET MIAMI FLORDA 33165 .
SIGNATURE ,�® �,. DATE TELEPHONE FEBRUARY26Th, 2004 (3051221-3416
SOILPROBE ENGINEERING & TESTING, INC.
STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES
5450 Griffin Road, Davie, FL 33314
Phone: (954) 584 -6880 (954) 584 -6115 Fax: (954) 584 -2862
LABORATORY NO: 031112
JOB NO.: 1112
DATE: 11/01/03
ALL REPORTS ARE SUBMITTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS.
AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client: Aaron Structural Builders, Inc.
Project: Proposed Residence
Jobsite: 10255 Biscayne Blvd. Miami, FL
Address: 655 NW 1001 Street Miami, FL 33150
Soil Description: Grey sand with little rock
Max dry Density: 108.9 Lbs. / Cu.Ft.) ( Optimum Moisture: 11.3 %
Method of Test: NUCLEAR
Date of
Test
Test
No.
TEST LOCATION
Lift
No.
Field
Moisture
In Place
Density
(Lbs. /Cu.Ft.)
%
Compac
tion
Wet
Dry
10/29/03
1
Footings @ NE corner area
Final
10.1
117.5
106.7
98.0
10/29/03
2
Footings ® center of West side
Final
12.2
118.7
105.8
97,2
10/29/03
3
Footings @ center of South side
Final
8.8
116.9
107.4
98.6
NOTE: The above highlighted tests were taken to verify the compaction of the top twelve (12) inches of the structural fill only and they exceed the required 95 % of
the maximum dry density (ASTM METHOD T -180). This is NOT a soil bearing capacity certification.
SOILPROBE ENGINEERING & TESTING,. INC.
STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES
5450 Griffin Road, Davie, FL 33314
Phone: (954) 584.6880 (954) 584 -6115 Fax: (954) 584 -2862
LABORATORY NO:
JOB NO.:
DATE:
031120
1120
11/01/03
ALL REPORTS ARE SUBMITTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS.
AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL
Client:
Address:
Project:
Location:
Soil Description:
Method of Test:
•
REPORT OF
MOISTURE - DENSITY RELATIONSHIP OF SOIL
Aaron Structural Builders, Inc.
655 NW 100th Street Miami, FL 33150
Proposed Residence @ 10255 Biscayne Blvd. Miami, FL
Fill on grade
Grey sand with little rock
AASHTO T -180
MOISTURE - DENSITY RELATIONSHIP CURVE
aaalaan 1smal:. IA Il 1L11111NIf» �Iaa I�1�■Irllraaati arl sr 11 '111tt11.1a1>t
■ar.�Ilrtsa�rlraaa a i11 ! Ra1ar11 a1ailmalO1r 11111 I11i1:ilaa11gr1I:ItI1r+10
amanamanea1 i !OP f19 tw rl a Mann 1a1s11 nsw1 a:1 aA 1a
iir!11aaaaaaaaaamana ui aastRllmomm m*amm smmurrrl _ 711 `Ira►+rllarasreatlrmumwrlsrwm
mar1G411tMICM111Maiaialli n a11■ own a arms am 11 ��alar�It� tar
::::::::::::::912:1; asar n wa Ir 1+111 ak111it.I11G11111'
agmalurrsanii n .0/Arlr0 1� sly l *Msra�a�Irt r �l#rritnrrF: riilr
�iias�rasnreal'arni walarli��nsn�r�tnafiaFials�i�*is* �'� aa's',!`i. °. gime
'11NIr1 :IIl: �rsrriasen _sararMwasrra re a riae.. --,...,��a + � �+ IO an
mom
1aIAialallw1111iililRr!l atllR1110
minea*MMWONAMMINWOM Or MOM*
a 111wOM ilalo art aertswl! a � 1l M� �kN I �
MMIlliik
i�l�rt�ri♦11♦1f1f�ii �siis�i
ii**mummminliammumm•Micsra Oa 11, IIIPM,11,1 WO
111l1111di1•a111i aim e1 10411,, is >r pOlti
1i1,1111i111i1r1t 10 ,'tlV2,am}tmm, M1
mitesivis ammo mtim*V4.1110.11 *Wm
moan, a'i'im in dsiriiiy I ice >J i lalma mgmmirsi nit,
i11a#s11111aa61 ainia aa alum \arm
simaaamas , a, ,* II r1lrlisr1ana 1rr�r- �rarlrlrsr
mainalillnMI11r♦if as
s~w4a a* +a �� , � rnrr�tirinurr.�r
1 rt a as mari ■1** bIll t
aimalii1ta -1 OO 1t31a114flaraallii'lilit illaitali NOP
maw araaaaVAaaa.arraaiaa relic IEall�i S 1 �kw 1 1 ,l11Ia
11l1i1si1U1 �i1 dll!l111 r , I� , �'0 i i,i ►1�r 1I
ommilmmmommummammomomi
*
Iloimamiiri llfll aJlrir i
1;1 1USM
1111,11011 Mil, liilllrlialSWIIII sawiak `1_ 7a1it, ;•S•,1 AIM 1I
11* 1,1ama11mVi1111I111 11,1;1IblMi`l,it, ailik 0111111,11111,111,,,
li Mee nag II VW tiIiismanommt a i 1*ii>11 **KM SAM 1:11111.* ***
musom11®i.111Rliltimmo mem mmgmmu !r1rl w a°1raHa1 =1EI•:i:a immmas1 r;1r
mommemmommummmommommmwmmiummommum ur w rrrEa6JS 'rl ®rrmwmmamm■ulemu mmumm,..
t
5
Optimum Moisture: 11.3 %
11
13 15 17
MOISTURE CONTENT ( %)
Max. Dry Density: 108.9 Lbs. /Cu.Ft.
Respec
A
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
CONSTRUCTION INSPECTION AND FINAL APPROVAL
APPLICANT: Scheide, Theresa & Victor AGENT: ADALBERTO,
CENTRAX #:13 -SG -17137
DATE PAID:
FEE PAID :
RECEIPT .
OSTDSNBR :03- 2053 -N
PROPERTY STREET ADDRESS:10255 NE Biscayne Blvd Miami Shores FL 33138
LOT: 7
BLOCK: 175
SUBDIVISION: Miami Shores
[Section /Township /Range /Parcel No.]
[OR TAX ID NUMBER]
PROPERTY ID #: 11- 3205 - 019 -0070
CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH CHAPTER 64E -6, FLORIDA ADMINISTRATIVE CODE.
TANK INSTALLATION
[01] TANK SIZE [1]1200 [2]
[02] TANK MATERIAL Concrete
[03] OUTLET DEVICE
[04] MULTI- CHAMBERS
[05] LEGEND 01011 -12SC
[06] WATERTIGHT
[07] LEVEL
[08] DEPTH OF LID
DRAINFIELD INSTALLATION
[09] AREA [1] 714 [2] 714
[10] DISTRIBUTION BOX /HEADER
[11] NUMBER OF DRAINLINES 0
[12] DRAINLINE SEPARATION
[13] DRAINLINE SLOPE
[14] DEPTH OF COVER
[15] SYSTEM ELEVATION
[16] SYSTEM LOCATION
[17] DOSING PUMPS 0
[18] AGGREGATE SIZE
[19] AGGREGATE SOURCE
[20] AGGREGATE WASHED
[21] AGGREGATE DEPTH
0.0
FILL /EXCAVATION MATERIAL
[22] FILL AMOUNT
[23] FILL TEXTURE
[24] EXCAVATION DEPTH
[25] EXCAVATION AREA
[26] REPLACEMENT MATERIAL
SETBACKS
[27] SURFACE WATER
[28] DITCHES
[29] PRIVATE WELLS
[30] PUBLIC WELLS
[31] IRRIGATION WELLS
[32] POTABLE WATER LINES
[33] BUILDING FOUNDATION
[34] PROPERTY LINES
[35] OTHER
FILLED /MOUND SYSTEM
[36] DRAINFIELD COVER
[37] SHOULDERS
[38] SLOPES
[39] STABILIZATION MATERIAL
ADDITIONAL INFORMATION
[40] UNOBSTRUCTED AREA
[41] STORMWATER RUNOFF
[42]
[43]
[44]
[45]
[46]
[47]
[48]
ALARMS
MAINTENANCE AGREEMENT
BUILDING AREA
PLUMBING FIXTURES
FINAL SITE GRADING
CONTRACTOR ARLENDER
OTHER
ABANDONMENT
[49] TANK PUMPED
[50] TANK CRUSHED AND FILLED
EXPLANATION OF VIOLATIONS:
CONSTRUCTION [ APPROVED
FINAL SYSTEM [ APPROVED
] Lopez, Walfrido
] Lopez, Walfrido
DH 4016, 03/97 (Obsoletes previous editions which may not be used)
(Stock Number: 5744- 002 - 4016 -4) [ostds_cins_4016 -2]
Dade CHD Date: 12/14/04
Dade CHD Date: 12/14/04
Page 2 of 2
FLORIDA
DEPARTMENT
OF HEALTH
APPROVED
(305) 513-3459
JOB ADDRESS:
APPLICANT:
ZONING CRITIQUE SHEET
PERMIT #
/01,5-5-
S�I7 erg
APPLICATION:
raw 5-ctigary
DAT COMMENTS
5 a OT— kifem F — AAT
Sie:
INITIALS
M
AP Iv
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date 5- -It a l � /
Type lnsp'n FV\M -L 2_0 1J ( JG
Permit No. k ( y
Name 5Cfk0-1
Address � C�2y1 � �jC �' " — 4c4.
Company
Phone #
Inspection Date '�1J G/o
Approved CFI-
Correction ❑
Re- Insp'n Fee
tb
Required
Miami Shores Village
Building Department
CERTIFICATE OF OCCUPANCY
CHECKLIST
BUILDING PERMIT CARD - Containing final initials of all inspectors _
SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of buildin g showing all
intended setbacks from property lines and other existing structures. Ingress + Egress
required parking spaces, wheel stops, stripping, and all paving to exterior.
CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED
ON FORM
CERTIFICATE OF INSULATION - (must be original)
CERTIFICATE OF SOIL TREATMENT - (for termite - original)
CHAPTER 2913.5 TERMITE PROTECTION: "This Building has received a complete
treatment for the prevention of subterranean termites. Treatment is in accordance
with the rules and laws as established by the Florida Department of Agriculture and
Consumer services." - - .n,
HEALTH DEPT. APPROVAL, LETTER - (on septic or private water) 5 l 345q
Note: If house has a septic tank, approval letter is required from the health dept. -
l7c2
SOIL COMPACTION LETTER - (density reports required)
BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only)
* PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO.
Emergency CO (without 24 hrs. processing) additional fee is $80.00.
Temporary CO (up to 90 days maximum) $75.00.
Residential CO fee is $150.00.
Commercial CO is $200.00.
Approved Date
chc- 1/20/05
I.T.F. CONTINENTAL
695 WEST 27 ST,
HIAI EAH, FL. 33010
TEL: (305) 888 -1429 FAX: (3 ()5) 888 -8716
Partial Treatment Notice
bP a3- mve
This form should NOT be accepted as proof of complete treatment for
Certificate of Occupancy or Closing.
PROJECT:
ADDRESS: 10255 BISCAYNE BLVD.
LOT/BLOCK: 7 / 175
SERVICE REQUESTED BY: _AARON BUILDERS
CITY MIAMI SHORES, FL.
INITIAL TREATMENT DATE: 11 -28 -03
BRAND OF PRCdDUCT USED: DURSBAN T.0
EPA REGISTRATION # 62719 -47
APPROXIMATE FINAL MIX SOULUTION %: .05
Approximate treatment area
SQUARE FEET: 2,800 APPROXIMATE GALLON OF SOLUTION APPLIED 280
THIS NOTICE IS NOT VALID WITHOUT THE AUTHORIZED SIGNITURE
THIS FORM IS FOR INSPECTION OR CONSTRUCTION DRAW PURPOSES ONLY
The above mentioned building has received the first of two required treatments of the prevention of subterranean
termites. Warranty and -treatment certification will be issued upon completion of final grade only.
The perimeter of the above structure must be treated at final grade in accordance with product label and Florida statute.
.NOTICE TO BULDER: It is the responsibility of the builder to notify LT.& F. CONTINENTAL should treatments be
required for driveways, entryways or patios etc.
I.T. &F. CONTINENTAL shall be notified at final grade of the structure so final treatment may be completed, warranty
issued and required paper work for closing.
THIS IS NOT PROOF OF WARRANTY
MANUEL DORREGO JR.
AUTHORIZED AGENT FOR THE COMPANY
Addis America Perez
.
93
;sCoNmires May 934496 934496 , 2004
?Amapa Tank
�._ aatic goadia8 Ca
ALBERTO CABEDA
APPLICATORS NAME
FORM 600A -2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: SCHEIDE'S BISCAYNE RESIDENCE Builder:
Address: 10255 N.E. BISCAYNE BLVD. Permitting Office: MIAMI SHORES
City, State: MIAMI SHORES, FL 33155- Permit Number:
Owner: MR. & MRS. SCHEIDE Jurisdiction Number: 232600
Climate Zone: South
1. New construction or existing
2. Single family or multi - family
3. Number of units, if multi - family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Glass area & type
a. Clear - single pane
b. Clear - double pane
c. Tint/other SHGC - single pane
d. Tint/other SHGC - double pane
8. Floor types
a. Slab -On -Grade Edge Insulation
b. Raised Concrete
c. N/A
9. Wall types
a. Concrete, Int Instil, Exterior
b. Frame, Wood, Adjacent
c. N/A
d. N/A
10. Ceiling types
a. Under Attic
b. N/A
c. N/A
11. Ducts
a. Sup: Unc. Ret: Con. AH: Interior
b. Sup: Unc. Ret: Con. AH: Interior
New -
Single family -
1
5 -
No -
3798 ft2
691.0 ft2
0.0 ft2 -
0.0 ft2 -
0.0 ft2
R .1.0, 173.0(p) ft ___,
R=0.0, 320.062 ___
-
R=42, 3110.0 ft2 -
R =11.0, 208.0 ft2 -
-
R =30.0, 1921.0 ft2 _
-
_
Sup. R =6.0, 30.0 ft -
Sup. R =6.0, 30.0 ft
12. Cooling systems
a. Central Unit
b. Central Unit
c. N/A
13. Heating systems
a. Electric Strip
b. Electric Strip
c. N/A
F �`� e � �
14.
a. E
b. Electnc R • c ,{ x°
� � �,� `�,„
'
,•, lar
D -.' e: pump)
15. HVAC credits
(CF- Ceiling fan, CV -Cross ventilation,
HF -Whole house fan,
PT- Programmable Thermostat,
MZ -C- Multizone cooling,
MZ- H- Multizone heating)
Cap: 60.0 kBtu/hr _
SEER: 12.00 _
Cap: 48.0 kBtu/hr
SEER: 12.00
_
-
Cap: 34.0 kBtu/hr _
COP: 1.00 _
Cap: 34.0 kBtu/hr _
COP: 1.00 _
-
-
Cap: 80.0 gallons _
EF: 0.87 _
Cap: 80.0 gallons -
EF:0.87 _
Glass /Floor Area: 0.18 Total as -built points: 56280
Total base points: 58096
PASS
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY:
DATE:
I hereby certify that this building,
compliance with the Florida Ener
OWNERJAGENT:
DATE:
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
EnergyGauge® (Version: FLR2PB v3.21)
FORM 600A -2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
IADDRESS: 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155-
PERMIT #:
EnergyGauge® DCA Form 600A -2001
EnergyGauge® /ResFREE'2001 FLR2PB v3.21
BASE
1
AS-BUILT
GLASS TYPES
.18 X Conditioned X BSPM = Points
Floor Area
Type /SC
Overhang
Ornt Len
Hgt Area X SPM X SOF = Points
.18 3798.0 32.50 22218.3
Single, Clear
NW 3.0
18.0 165.0
45.04 0.97
7231.9
Single, Clear
NW 3.0
7.0 28.0
45.04 0.83
1041.9
Single, Clear
NW 3.0
16.0 35.0
45.04 0.96
1517.0
Single, Clear
NW 3.0
4.0 4.0
45.04 0.71
127.6
Single, Clear
NW 6,0
5.0 7.0
45.04 0.63
198.0
Single, Clear
SE 3.0
12.0 72.0
74.09 0.90
4791.6
Single, Clear
SE 3.0
14.0 60.0
74.09 0.93
4132.5
Single, Clear
SE 3.0
6.0 10.0
74.09 0.69
514.5
Single, Clear
SE 3.0
10.0 80.0
74.09 0.85
5058.6
Single, Clear
SW 3.0
5.0 7.0
68.17 0.65
309.3
Single, Clear
SW 3.0
6.0 32.0
68.17 0.70
1537.3
Single, Clear
SW 3.0
16.0 15.0
68.17 0.95
973.2
Single, Clear
NE 3.0
12.0 72.0
51.65 0.92
3428.3
Single, Clear
NE 3.0
8.0 20.0
51.65 0.84
867.5
Single, Clear
NE 3.0
12.0 60.0
51.65 0.92
2856.9
Single, Clear
NE 3.0
15.0 24.0
51.65 0.95
1182.1
As -Built Total:
691.0
35768.2
WALL TYPES Area X BSPM = Points
Type
R -Value Area X SPM =
Points
Adjacent 208.0 1.00 208.0
Exterior
Concrete, Int Insul, Exterior
4.2 3110.0
2.28
7090.8
3110.0 2.70 8397.0
Frame, Wood, Adjacent
11.0 208.0
1.00
208.0
Base Total: 3318.0 8605.0
As -Built Total:
3318.0
7298.8
DOOR TYPES Area X BSPM = Points
Type
Area X SPM =
Points
Adjacent 20.0 2.60 52.0
Exterior
Exterior Wood
40.0
9.40
376.0
40.0 6.40 256.0
Adjacent Wood
20.0
3.80
76.0
Base Total: 60.0 308.0
As -Built Total:
60.0
452.0
CEILING TYPES Area X BSPM = Points
Type
R -Value Area X SPM X SCM =
Points
Under Attic 1921.0 2.80 5378.8
Under Attic
30.0 1921.0 2.77
X 1.00
5321.2
Base Total: 1921.0 5378.8
As -Built Total:
1921.0
5321.2
FLOOR TYPES Area X BSPM = Points
Type
R -Value Area X SPM =
Points
Slab 173.0(p) -20.0 - 3460.0
Raised
Slab -On -Grade Edge Insulation
0.0 173.0(p
-20.00
- 3460.0
320.0 -2.16 -691.2
Raised Concrete
0.0 320.0
0.80
256.0
Base Total: - 4151.2
As- Built Total:
493.0
- 3204.0
EnergyGauge® DCA Form 600A -2001
EnergyGauge® /ResFREE'2001 FLR2PB v3.21
FORM 600A -2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
IADDRESS: 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155- PERMIT #:
EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21
BASE
AS -BUILT
INFILTRATION Area X BSPM = Points
Area X SPM = Points
3798.0
18.79 71364.4
3798.0 18.79 71364.4
Summer Base Points:
103723.3
•
Summer As -Built Points: 117000.6
Total Summer X System
Points Multiplier
= Cooling
Points
Total X Cap X Duct X System X Credit = Cooling
Component Ratio Multiplier Multiplier Multiplier Points
(DM x DSM x AHU)
103723.3 0.4266
44248.4
117000.6 0.556 (1.067 x 1.165 x 0.90) 0.284 1.000 20664.3
117000.6 0.444 x 1.165
117000.6 1.00 (1061.119 x 090)0.284 11000 37195.8
EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21
FORM 600A -2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
IADDRESS: 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155-
PERMIT #:
EnergyGauge® DCA Form 600A -2001
EnergyGauge® /ResFREE'2001 FLR2PB v3.21
I BASE
AS -BUILT
,
GLASS TYPES
.18 X Conditioned X BWPM = Points
Floor Area
Type /SC
Overhang
Ornt Len Hgt Area X WPM X WOF = Points
.18 3798.0 2.36 1613.4
Single, Clear
NW 3.0
18.0 165.0
4.88 1.00
802.3
Single, Clear
NW 3.0
7.0 28.0
4.88 0.99
134.9
Single, Clear
NW 3.0
16.0 35.0
4.88 1.00
170.1
Single, Clear
NW 3.0
4.0 4.0
4.88 0.98
19.1
Single, Clear
NW 6.0
5.0 7.0
4.88 0.97
33.0
Single, Clear
SE 3.0
12.0 72.0
3.29 1.04
246.8
Single, Clear
SE 3.0
14.0 60.0
3.29 1.03
204.2
Single, Clear
SE 3.0
' 6.0 10.0
3.29 1.11
36.4
Single, Clear
SE 3.0
10.0 80.0
3.29 1.05
277.2
Single, Clear
SW 3.0
5.0 7.0
4.09 1.06
30.4
Single, Clear
SW 3.0
6.0 32.0
4.09 1.05
136.9
Single, Clear
SW 3.0
16.0 15.0
4.09 1.00
61.6
Single, Clear
NE 3.0
12.0 72.0
4.71 1.00
338.2
Single, Clear
NE 3.0
8.0 20.0
4.71 1.00
93.8
Single, Clear
NE 3.0
12.0 60.0
4.71 1.00
281.9
Single, Clear
NE 3.0
15.0 24.0
4.71 1.00
112.8
As -Built Total:
691.0
2979.7
WALL TYPES Area X BWPM = Points
Type
R -Value Area X WPM =
Points
Adjacent 208.0 0.50 104.0
Exterior
Concrete, Int Insul, Exterior
4.2 3110.0
1.02
3172.2
3110.0 0.60 1866.0
Frame, Wood, Adjacent
11.0 208.0
0.50
104.0
Base Total: 3318.0 1970.0
As -Built Total:
3318:0
3276.2
DOOR TYPES Area X BWPM = Points
Type
Area X WPM =
Points
Adjacent 20.0 1.30 26.0
Exterior
Exterior Wood
40.0
2.80
112.0
40.0 1.80 72.0
Adjacent Wood
20.0
1.90
38.0
Base Total: 60.0 98.0
As -Built Total:
60.0
150.0
CEILING TYPES Area X BWPM = Points
Type
R -Value Area X WPM X WCM =
Points
Under Attic 1921.0 0.10 192.1
Under Attic
30.0 1921.0 0.10 X 1.00
192.1
Base Total: 1921.0 192.1
As -Built Total:
1921.0
192.1
FLOOR TYPES Area X BWPM = Points
Type
R -Value Area X WPM =
Points
Slab 173.0(p) -2.1 -363.3
Raised
Slab -On -Grade Edge Insulation
0.0 173.0(p
-2.10
-363.3
320.0 -0.28 -89.6
Raised Concrete
0.0 320.0
1.00
320.0
Base Total: -452.9
As -Built Total:
493.0
-43.3
EnergyGauge® DCA Form 600A -2001
EnergyGauge® /ResFREE'2001 FLR2PB v3.21
FORM 600A -2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
IADDRESS: 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155-
PERMIT #:
EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21
BASE
AS -BUILT
INFILTRATION Area X BWPM = Points
Area X WPM
= Points
3798.0
-0.06 -227.9
3798.0 -0.06
-227.9
Winter Base Points:
3192.7
Winter As -Built Points:
•
6326.9
Total \Mnter X System
Points Multiplier
= Heating
Points
Total X Cap X Duct X System X Credit =
Component Ratio Multiplier Multiplier Multiplier
(DM x DSM x AHU)
Heating
Points
3192/ 0.6274
2003.1
6326.9 0.500 (1.085 x 1.137 x 0.91) 1.000 1.000
6326.9 0.500 x 1.137
6326.9 1.00 (1081.123 x 091)11000 11000
3551.3
7102.6
EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21
FORM 600A -2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
I ADDRESS: 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155- PERMIT #:
BASE
WATER HEATING
Number of X Multiplier = Total
Bedrooms
AS -BUILT
Tank EF Number of X Tank X Multiplier X Credit = Total
Volume Bedrooms Ratio Multiplier
5
2369.00 11845.0
80.0 0.87 5 0.50 2396.23 1.00 5990.6
80.0 0.87 5 0.50 2396.23 1.00 5990.6
As -Built Total:
11981.1
PASS
EnergyGaugeml DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21
CODE COMPLIANCE STATUS
BASE
AS -BUILT
Cooling
Points
+
Heating
Points
+
Hot Water
Points
=
Total
Points
Cooling
Points
+
Heating
Points
+ Hot Water
Points
=
Total
Points
44248
2003
11845
58096
37196
7103
11981
56280
PASS
EnergyGaugeml DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21
FORM 600A -2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155-
PERMIT #:
6A -21 INFILTRATION REDUCTION COMPLIANC
6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.
COMPONENTS
SECTION
REQUIREMENTS
Water Heaters
612.1
Swimming Pools & Spas
612.1
Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required.
Spas& heated pools must have covers (except solar heated). Non - dommercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78 %.
CHECK
Shower heads
612.1
Air Distribution Systems
610.1
HVAC Controls
607.1
Insulation
604.1, 602.1
Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R -6 min. insulation.
Separate readily accessible manual or automatic thermostat for each system.
Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides.
Common ceiling & floors R -11.
I
EnergyGaugeTv DCA Form 600A -2001 EnergyGauge®/ResFREE'2001 FLR2PB v3.21
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CH CK
Exterior Windows & Doors
606.1.ABC.1.1
Maximum:.3 cfrn/sq.ft. window area; .5 cfm /sq.ft. door area.
Exterior & Adjacent Walls
606.1.ABC.1.2.1
Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from, and is sealed to, the foundation to the top plate.
Floors
606.1.ABC.1.2.2
Penetrations /openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings
606.1.ABC.1.2.3
Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures
606.1.ABC.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi-story Houses
606.1.ABC.1.2.5
Air barrier on perimeter of floor cavity between floors.
/f
Additional Infiltration regts
606.1.ABC.1.3
Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.
COMPONENTS
SECTION
REQUIREMENTS
Water Heaters
612.1
Swimming Pools & Spas
612.1
Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required.
Spas& heated pools must have covers (except solar heated). Non - dommercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78 %.
CHECK
Shower heads
612.1
Air Distribution Systems
610.1
HVAC Controls
607.1
Insulation
604.1, 602.1
Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R -6 min. insulation.
Separate readily accessible manual or automatic thermostat for each system.
Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides.
Common ceiling & floors R -11.
I
EnergyGaugeTv DCA Form 600A -2001 EnergyGauge®/ResFREE'2001 FLR2PB v3.21
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0
The higher the score, the more efficient the home.
MR. & MRS. SCHEIDE, 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155-
1. New construction or existing New 12. Cooling systems
2. Single family or multi- family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _
3. Number of units, if multi- family 1 SEER 12.00 _
4. Number of Bedrooms 5 - b. Central Unit Cap: 48.0 kBtu/hr _
5. Is this a worst case? No SEER: 12.00 _
6. Conditioned floor area (ft2) 3798 ft2 c. N/A
7. Glass area & type
a. Clear - single pane 691.0 ft2 _ 13. Heating systems
b. Clear - double pane 0.0 ft2 - a. Electric Strip 34.0 kBtu/hr
c. Tint/other SHGC - single pane 0.0 ft2 _ COP: 1.00 _
d. Tint/other SHGC - double pane 0.0 ft2 b. Electric Strip Cap: 34.0 kBtu/hr _
8. Floor types COP: 1.00
a. Slab -On -Grade Edge Insulation RD.0, 173.0(p) ft _ c. N/A -
b. Raised Concrete R�.O, 320.0ft2 _
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 80.0 gallons
a. Concrete, Int Insul, Exterior R=4.2, 3110.0 ft2 - EF: 0.87
b. Frame, Wood, Adjacent R =11.0, 208.0 ft2 b. Electric Resistance Cap: 80.0 gallons
c. N/A - -
d. N/A - EF: 0.87 _
_ c. Conservation credits °
e. N/A (HR -Heat recovery, Solar
10. Ceiling types - DHP- Dedicated heat pump)
a. Under Attic R =30.0, 1921.0 ft2 _ 15. HVAC credits
b. N/A _ (CF- Ceiling fan, CV -Cross ventilation,
c. N/A HF -Whole house fan,
11. Ducts _ PT- Programmable Thermostat,
a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 30.0 ft _ RB -Attic radiant barrier,
b. Sup: Unc. Ret: Con. AH: Interior Sup. R =6.0, 30.0 ft MZ- C- Multizone cooling,
MZ- H- Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home: City/FL Zip:
*NOTE: The home's estimated energy performance score is only available through the FL AIRES computer program.
This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergStarT"designation),
your home may qualms for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 850/487 -1824.
EnergyGauge® (Version: FLR2PB v3.21)
Summary Energy Code Results
Residential Whole Building Performance Method A
MR. & MRS. SCHEIDE
10255 N.E. BISCAYNE BLVD.
MIAMI SHORES, FL 33155-
Project Title:
SCHEIDE'S BISCAYNE RESIDENCE
Class 3 Rating
Registration No. 0
Climate: South
5/28/2003
Energy Use
Base
As -Built
Cooling:
Heating:
Hot Water:
Total:
44248 points
2003 points
11845 points
58096 points
Cooling:
Heating:
Hot Water:
Total:
PASS
e- Ratio: 0.97
EnergyGauge®(Version: FLR2PB v3.21)
37196 points
7103 points
11981 points
56280 points
Building Loads
Base
As -Built
Summer:
Winter:
Hot Water:
Total:
1.0372E5 poin'tsSummer:
3193 points
10424 points
117340 points
Winter:
Hot Water:
Total:
117001 points
6327 points
10424 points
133751 points
Energy Use
Base
As -Built
Cooling:
Heating:
Hot Water:
Total:
44248 points
2003 points
11845 points
58096 points
Cooling:
Heating:
Hot Water:
Total:
PASS
e- Ratio: 0.97
EnergyGauge®(Version: FLR2PB v3.21)
37196 points
7103 points
11981 points
56280 points
* ResmanuJ(c) Version 3 *
RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION
(BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.)
Project
Address
City •
State /Zip
Owner
Builder
HVAC Contr
SCHEIDE'S BISCAYNE RESIDENCE
10255 N.E. BISCAYNE BLVD.
MIAMI SHORES
FL 33155 -
MR. & MRS. SCHEIDE
NULL
Prepared by:
GUERRERO /GONZALEZ ENGINEERS
4300 SW 73 AVE ST.107-A
MIAMI, FL. 33155
TEL:305- 262 -3944°
FAX:305- 262 -8211
email:PROJECTS @GUERREROGONZ
Cond Floor Area = 3798 !Total Glass Area = 691
Conditioned Floor Area to Total Glass Area Ratio = 18.2%
* USA Climatic Conditions & Design Conditions *
Geographical Location
North Latitude / Elevation
Outdoor Winter Dry Bulb
Indoor Winter Dry Bulb
Winter Temperature Diff. (wTd)
Outdoor Summer Dry Bulb
Outdoor Summer Wet Bulb
Outdoor Summer Hum. Ratio Gr /Lb
Indoor Summer Relaltive Hum.
Indoor Summer Design Gr /Lb.
Indoor Summer Dry Bulb
Summer Temperature Diff. (sTd)
Summer Daily Range
Maimi AP, Florida
25° 9Ft•. Above Sea Level
48°
70°
22°
89°
77°
49
50%
56
74°
15°
15° (Low Deviation)
* HEATING SUMMARY * UTSCHEIDE.enb
* COOLING SUMMARY *
SUBTOTAL
DUCT LOSS
TOTAL LOSS
MECHANICAL VENT.- 350 CFM
MINIMUM EQUIPMENT LOSS
+
20% OVERSIZE LOSS
EQUIPMENT LOSS
MAXIMUM EQUIPMENT LOSS
53533.9
2676.7
56210.6
8470.0
64680.6
12936.1
64680.6
77616.7
STRUCTURE SENSIBLE
OCCUPANTS
APPLIANCES
SUBTOTAL SENSIBLE
DUCT GAIN
TOTAL SENSIBLE
MECHANICAL VENT.- 350 CFM
TEMP.SWING 3.0 °@ 95°
MINIMUM EQUIPMENT SENSIBLE
= 54587.5
+ 3000.0
+ 1200.0
58787.5
+ 5878.8
= 64666.3
5775.0
x 1.0
70441.3
20% OVERSIZE SENSIBLE
EQUIPMENT SENSIBLE
MAXIMUM EQUIPMENT SENSIBLE
14088.3
+ 70441.3
= 84529.6
TOTAL LATENT
EQUIPMENT SENSIBLE
EQT.SENSIBLE + LATENT
= 27704.4
+ 70441.3
= 98145.7
* AIR FLOW FACTORS *
HEATING FACTOR (BTUH /CFM)
HEATING CFM
20.0 COOLING FACTOR (BTUH /CFM)
3234.0 COOLING CFM
* EQUIPMENT SELECTION *
EQT. MANUF
CU MOD #
AHU MOD #
HEATING INPUT
HEATING OUTPUT
HEATING CFM
AFUE /HSPF
(BTUH)
(BTUH)
(BTUH)
SENSIBLE CLG
LATENT CLG
TOTAL CLG
TONAGE
(S)EER
COOLING CFM
TYPE
13.6
5165.7
(BTUH)
(BTUH)
(BTUH)
Calculation Procedures A,B,C,D
Procedure A Winter Infiltration HTM
1. Winter Infiltration CFM Envelope Evaluation #2 (Good /Average)
1 Air Changes per hour x 37980 Cubic ft. x .0167
2. Winter Infiltration Btuh
1.1 x 634.3 CFM x 22 Degrees Winter TD
3. Winter Infiltration HTM
15349.2 Btuh / 691 Sq.Ft of total Glass & Door areas
634.3 CFM
15349.2 BTUH
= 22.2 HTM
Procedure B Summer Infiltration HTM
1. Summer Infiltration CFM Envelope Evaluation *2 (Good /Average)
.5 Air Changes per hour x 37980 Cubic ft. x .0167
2. Summer Infiltration Btuh
1.1 x 317.1 CFM x 15 Degrees Summer TD
3. Summer Infiltration HTM
5232.7 Btuh / 691 Sq.Ft of total Glass & Door areas
= 317.1 CFM
5232.7 BTUH
7.6 HTM
Procedure C Latent Infiltration
0.68 x 56 grains difference @ 50 RH x 317.1 CFM
12076.4 BTUH
Procedure D Equipment Sizing
1. Sensible Sizing Load
Sensible Ventilation Load
1.1 x 350 VENT CFM x 15 Degrees Summer TD = 5775.0 BTUH
Sensible Load for Structure + 64666.3 BTUH
Sum of Ventilation & Structure Loads 70441.3 BTUH
Rating & Temperature Swing Multiplier (3.0 °@ 95 °)
Equipment Sizing Load - Sensible x 1.3
- 70441.3 BTUH
2. Latent Sizing Load
Latent Ventilation Load
0.68 x 350 VENT CFM x 56 differance - 13328.0 BTUH
Internal Loads = 230 Btuh x 10 people + 2300.0 BTUH
Infiltration Load from Procedure C + 12075.2 BTUH
Equipment Sizing Load - Latent = 27704.4 BTUH
Abbreveations
* Glass /Windows *
S.C.= Single Clear 1 S.T. = Single Tint 1 S.R. = Single Reflective
D.C.= Double Clear 1 D.T. = Double Tint 1 D.R. = Double Reflective
T.C.= Triple Clear 1 T.T. = Triple Tint 1 T.R. = Triple Reflective
Shdg= Shading 1 Ovhg = Overhang 1 Btm = Bottom 1 Hgt = Height 1 Sc = Shading Coefficient
* Inside Shading*
N.S.= No shades j D/B = Drapes or Blinds 1 R.S. = Roller Shades
* Other *
Whtm = Winter Heat Transfer Multiplier 1 Shtm = Summer Heat Transfer Multiplier
Infiltration #'s: 1..Sub Standard /Poor 1 2..Standard 1 3..Better 1 4..Excellent
Building Componet Heat Loss & Gain Calculations
=
Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss /Btuh Shtm Gain /Btuh
Nw -No Shdg Fctr S.C. N.S. 3.0 18.0 n/a 1.0 165.0 25.4 4191.0 60.0 9900.0
Nw -No Shdg Fctr S.C. N.S. 3.0 7.0 n/a 1.0 28.0 25.4 711.2 60.0 1680.0
Nw -No Shdg Fctr S.C. N.S. 3.0 16.0 n/a 1.0 35.0 25.4 889.0 60.0 2100.0
Nw -No Shdg Fctr S.C. N.S. 3.0 4.0 n/a 1.0 4.0 25.4 101.6 60.0 240.0
Nw -No Shdg Fctr S.C. N.S. 6.0 5.0 n/a 1.0 7.0 25.4 177.8 60.0 420.0
Se- Shaded Area S.C. N.S. 3.0 12.0 6.7 1.0 3.7 27.0 99.9
Se -Solar Area S.C. N.S. 3.0 12.0 6.7 1.0 68.3 44.0 3005.2
Se -Total Area S.C. N.S. 3.0 12.0 6.7 1.0 72.0 25.4 1828.8
Se -No Shading S.C. N.S. 3.0 14.0 5.6 1.0 60.0 25.4 1524.0 44.0 2640.0
Se- Shaded Area S.C. N.S. 3.0 6.0 5.1 1.0 9.9 27.0 267.3
Se -Solar Area S.C. N.S. 3.0 6.0 5.1 1.0 0.1 44.0 4.4
Se -Total Area S.C. N.S. 3.0 6.0 5.1 1.0 10.0 25.4 254.0
Se- Shaded Area S.C. N.S. 3.0 10.0 7.7 1.0 35.2
Se -Solar Area S.C. N.S. 3.0 10.0 7.7 1.0 44.8
Se -Total Area S.C. N.S. 3.0 10.0 7.7 1.0 80.0 25.4 2032.0
27.0 950.4
44.0 1971.2
Sw -All Shaded S.C. N.S. 3.0 5.0 4.1 1.0 7.0 25.4 177.8 27.0 189.0
Sw- Shaded Area S.C. N.S. 3.0 6.0 5.1 1.0 31.7 27.0 855.9
Sw -Solar Area S.C. N.S. 3.0 6.0 5.1 1.0 0.3
Sw -Total Area S.C. N.S. 3.0 6.0 5.1 1.0 32.0 25.4 812.8 44.0 13.2
Sw -No Shading S.C. N.S. 3.0 16.0 4.6 1.0 15.0 25.4 381.0 44.0 660.0
Ne -No Shdg Fctr S.C. N.S. 3.0 12.0 n/a 1.0 72.0 25.4 1828.8 60.0 4320.0
Ne -No Shdg Fctr S.C. N.S. 3.0 8.0 n/a 1.0 20.0 25.4 508.0 60.0 1200.0
Ne -No Shdg Fctr S.C. N.S. 3.0 12.0 n/a 1.0 60.0 25.4 1524.0 60.0 3600.0
Ne -No Shdg Fctr S.C. N.S. 3.0 15.0 n/a 1.0 24.0 25.4 609.6 60.0 1440.0
Glass Infiltration: 691.0 20.4 14096.4 7.0 4837.0
Glass Sub Totals: 691.0 31647.8 40393.5
Componet Type
Exposure R -Value Area Whtm Loss /Btuh Shtm Gain /Btuh
N/W C.B. - Int Insul Exterior 4.2 3110.0 4.0 12440.0 2.7 8397.0
Wood Stud Adjacent 11.0 208.0 2.0 416.0 1.2 249.6
Solid Core /Wood Exterior n/a 40.0 12.3 492.0 12.7 508.0
Solid Core /Wood Adjacent n/a 20.0 8.5 170.0 10.1 202.0
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Slab on Grade 0 173.0 17.8 3079.4 5.4 0
Raised Concrete 0 320.0 8.5 2720.0 5.4 1728.0
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,S-!? . —03.
FLORIDA BUILDING CODE, 2001
DESIGN PRESSURES FOR OPENINGS
Wind Velocity (mph)
Importance Factor 1.00
Exposure Category
Internal Pressure Coefficient + 0.18
Mean Roof Height (ft)
Building Width (ft)
Building Length (ft)
Roof Slope (x:12)
STRUCTURES
INTERNATIONAL, uC
57
Company
Prepared By
Client Name Victor ViCtOr C Schelde .
Job Description Biscayne Residence
10255 NE Biscayne Bind;
Miami Shores, FL
Job Number *kilt
OPENING
MARK
OPENING
DESCRIPTION
LOCATION
ZONE
)!
OPENING
ELEV.
OPENING DIMENSIONS
WIDTH (ft) HEIGHT (ft)
16.33
MAXIMUM POSITIVE
PRESSURE (psf)
46.4
MAXIMUM NEGATWE
PRESSURE (psi)
-57.1
2
Fixed Glass;(Bi9)
3.51
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46.4
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6.25
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625
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50.8
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2.33
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54.1
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47.2
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54.1
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SH 34
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4.41
4.16
52.0
48.2
11
12
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SH -35.
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416
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51.2
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4.16
54.0
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14
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4.16
50.8
45.8
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SH -34,
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48.2
17
SH,- 35
4.25
4.41
5.25
51.2
46.6
18
3068 Glass Door
14;67 ?
8.67
51.7
-67.6
19
5068 Sliding Glass D
14,67
8.67
49.9
44.0
6068 Sliding Glass D
3.33
6.67
49.3
42.7
21
22.
SH -35
SH -35
4.25
4.41
5.25
51.2
48.6
4.25
4.41;
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18
6.25
5.25
4.16
51.2
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50.8
45.8
24
SH -34
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4.16
52.0
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SH - 24
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3.08.
4.16,
16
625
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53.3
50.8
-57.8
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(2).SH-25
28
SH -35
6X
5:25.
50.0
-54.5
525
51.2
-66.8
Biscayne Wan -load Catc
Width of Edge Strip (a) In feet = 5.5
Copyright 2002, Strictures international, LLC 2127/2003
to W2O t3
'ilAN1I -DADE COUNTY. FLORIDA
METRO -DADE FL.AGLER Ht:tt.DING
PRODUCT CONTROL, NOTICE OF ACCEPTANCE.
United Steel Products Company
703 Rogers Drive (P. O. Box 80)
(Montgomery .MN 56069
Your application for Notice of Acceptance (VOA) of:
Various Connectors
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code CotnpIiance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsitc or manufacturers plant for quality control testing. If this
product or material fails to perform in the approved manner. BCCO may revoke, modify. or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval. if it is
determined by BCCO that this product or material fads to meet the requirements of the South Florida
Building Code.
BUILDING CODE COMPLIANCE OFFICE
ICE
METRO -DADE FLAGt.ER BUILDING
110 WEST 1LAGLER STR1.ET. SUITE 1603
MIAMLFLORII).e 33I 3U -1563
(305) 375 -2901 FAX (305) 375.290s
CONTRACTOR LICE`SI %C SECTION
0051375-2527 TAX (31151375 -.55s
e uNvkACrmK t :OFnRC :Ee1t :N 1 DR ism
0053 375-2966 rAX (705) 175-2994t
raantuc-r Covrttnl. ute•(au\
(3u5I 37s-2.)Q2 FAX (305) 37_ -433v
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 00- 0913.07
EXPIRES: l0 /09/20Q.
Raul Rodriguez
Chief Product Control Division
THIS IS TILE COVERSHEET. SEE ADDITIONAL. PAGES FOK SPECIFIC AND GENERAL,
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMtTrEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions sct
forth above.
APPROVED: 12 /07/2000
Francisco J. Quintana, R.A.
Director
\liatni -Dad. Counte
Building Cock Compliance Office
01045000 P000titee pycestnows +ccepwKC cover pArtdoe
Internet mail address: postmastercabnttdingcodeontine ,com • Itotnepagc: http : //www.buikliogcodenntiac.ealn
United Stcecl Products Company.,
ACCEPTANCE NO.: 00- 0913.07
APPROVED: DEC 0 7 2000
EXPIRES: 10/09/2003
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original
submitted documentation, including test supporting data, engineering documents. are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Miami -Dade County Product Control Approved ". or as specifically stated in the specific
conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product
is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct
installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer
practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be
cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a
revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purpose.
6. The Notice of Acceptance 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 Notice of Acceptance is displayed,
then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents. where it applies, shall be provided to
the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The
engineer need not reseal the copies.
8. • Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Notice of Acceptance consists of pages I, 2 and this last page 3.
Candido Font, PE, Sr. Product Control Examiner
Product Control Division
END OF THiS ACCEPTANCE
3
• . United Steel Products Company. ACCEPTANCE NO: 00- 0913.07
APPROVED: DEC 0 7 2000
EXPIRES: 10/09/2003
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews and revises the Notice of Acceptance No. 97- 0507.01. which was issued on 10/09/97. It approves
wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South
Florida Building Code (SFBC). 1994 Edition for Miami -Dade County. For the locations where the actual loads
as determined by SFI3C Chapter 23, do not exceed the design load indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The USP Wood Connectors shall be fabricated and used in strict compliance with the following documents:
Drawing No. MDADEand sheets 1 & 1, titled "RT AND TA SERIES ", prepared by United Steel Products
Company, dated 10/06/00 with no revisions. The drawings shall bear the Miami -Dade County Product Control
Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control
Division. These documents shall hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 Allowable loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content of
19% or less.
3.2 Allowable loads arc based on testing per ASTM D1761 and calculations per National Design Specifications for
Wood Construction 1991 Edition & 1993 Errata.
4. INSTALLATION
4.1 The wood connectors shall be installed in strict compliance with the approved drawings.
5. LABELING
5.1 Each wood connector shall beara permanent label with the manufacturer's name or logo, city, state and the
following statement "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT
6.1 Application for Building Permit shall be accompanied by copies oldie following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance.
clearly marked to show the hangers and angles selected for the proposed installation.
6.1.3 Any other document required by thc Building Official or the SFBC in order to properly evaluate thc
installation of these products.
Candido Font, PE, Sr. Product Control Examiner
Product Control Division
2
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ALLOVAIIC LOADS ARE SASES CM 1,C NAtiCkAL
OCS:GA SACC IriCA *IC4S rC* V03D COKiout TtON
INNS COttIO,. S 1193 ERRATA. TOR SR)ihCRM
¥CULOV AK CA 0.33 OR SEMI) t IEST
PERT ORMCO IN ACCORDANCE V1rs ArM cobs
SI
))
Product
Dimension
f 7151
�Il'c�•ilR:lri.!l�illi1
l }
TA14
14"
111111111111111M111
215
245
16"
IMMO
830
215
246
0
20"
MEI
1040
215
345
TA22
22"
'10
SIMI
256
3.6
Notes 1)
2)
3)
4)
5)
1) Number of fasteners shall be equally divided between rafter and stud
2) Penetration is assumed to be 1 112" into wood
LI are loads applied parallel to bearing wall
1.2 are loads applied perpendicular to bearing wall
Minimum embedment of ties 4"
Allowable loads for uplift, L1 and 1.2 are not to be combined
Minimum nail penetration 1.5"
P
. rls 4S CG11ilTIF6 1T1J • 11/11. •U T:0 STn'L PRODUCTS COMPAXr
,
WITS 1 ow LOBO ten 1)3 cues SiIV1. , MtCO '. M, 11(.A1
011E
0t_
..e
--�.'A ',1OrfaloN R1 AND TA SERIES
IOt10txG 0001 COIUUANCt OF 1{
1CCTF14ICI 10. 0012q0.07
07
10/06/00
1, ) •tACM Ko.XM
.ed•CSSTOMAA OCIMC * tt:tYlt)
tLtRSAA RC& NO SCBM
At•
WADE
MIAMMADE
M!AMI -DADE COUNTY, FLORIDA
METRO -DADS FLAGLER BUILDING
PRODUCT CONTROL NOTICE OF ACCEPTANCE
United Steel Products Company
703 Rogers Drive (P. 0. Box ittl)
Montgomery „MN 56069
Your application for Notice of Acceptance (140A) of:
Wood Connectors
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended . for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date.stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacture s plant for quality control testing. if this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material rails to meet the . requirements of the South Florida
Building Code.
DIMMING CODE COAlPL1ANCE OFFICE
MI DADE FL>ATGLER MAIMING
t40`1t'G,ST FLAGL13tt STREirr. SUITE 1603.
,1rt1i1Mt. FLWR1DA 33130.1563
(3051 373 -2901 FAX (303) 37 -7905
CIY,NTRA'GTOIt LICENSING SEC rioN
0037345n FAX (305) 375-2550
a:mum:ton wont .ME TD WIStoN.
00533/5496i FAX (305) 375-
rummer cOmuot. ult 1Os
(305)373.29C FAX (305) 372.6339
The expense of such testing will be incurred by the Manufacturer.
ACCEPTANCE NO.: 02- 0102.03
EXPIRES: 01/11/2007
Raul Rodriguez
Chief Product. Control Division
THIS IS THE COVERSHEET, SEE ADWI/DI/AL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS'
BUILDING CODE `C PRODUCT REVIEW COMMrITEE
This application for Product Apprdval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set
forth above.
APPROVED: 02/07/2002
Francisco. Quintana, R.A.
Director
Miami -Dada County
Building Code Compliance Office
United Steel Products Company ACCEPTANCE No.: 02- 0102.03
APPROVED: February 7; 2002
EXPIRES: January 11,.2007
NOTICE OF ACCEPTANCE: SPECIFIC' CONDITIONS
1. SCOPE
1.1 This renews Notice of Acceptance (140A) No, 01- 0417.10, which was issued on August 9, 2001. It
renews the approval of a wood connector, as described • in Section 2 of this NOA, designed to
comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for
the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed
the Design Pressure Rating values indicated in the approved drawings.
PRODUCT DESCRIPTION
The USP Wood Connectors and its components shall be constructed in strict compliance with the
following document Drawing No TAP - TAPR- TAI?L, Sheets 1 through 2 of 2, titled "Wood
Connectors," prepared by manufacturer, dated 6112/01, signed and sealed by Thomas A. holden,
bearing the Miami -Dade County Product Control renewat stamp with the NOA number and
expiration date by the Miami -Dade County Product Control Division. This document shall
hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 Allowable loads are for Douglas Fir or better with a specific gravity of 0.50 and moisture content of
19% or less.
3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design
Specifications for Wood Construction 1991. Edition & 1993 Errata.
4. INSTALLATION
4.1 The wood connectors shall be installed in strict compliance with the approved drawings.
5. LABELING
5.1 Each unit shall bear a,perrnanent label with the manufacturer's name or logo, city, state and
following statement: "Miami-Dade Coulnty Product Control Approved °.
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings; as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system,
2.1
United Steel Products Company ACCEPTANCE No.: 02- 0102.03
APPROVED: February 7, 2002
EXPIRES: January 11, 2007
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
L Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents, are
no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miami -Dade County Product Control Approved", or as specifically
stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this office.
S. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b)Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purpose.
6. The Notice of Acceptance 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 Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages t, 2 and this Last page 3.
END OF THIS ACCEPTANCE
zwETED TRUSS ANCHOR
CTAPR)
GC
DtHENSIONS
rAsTrucRs
ALLDVADLC LOADS
upt.1FT 1334
at
NAILS
tad
16ti
.
0'
5
700
- 755
I
10
6
040
905
I
12
11
1035
1055
t
14
ID
go&
1055
i
16 .
'*1
1055.
1055
t
10.
12
1035
.1,055 •
'420
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33*
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1.054'i
1105 1350
25
Is
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,
1055.
THIcIt.I4TAS a•« 2e4s4ue4 bi8stii4txr
•usios*
RUSS.ANCHOP
47.0,
CC
DIMENSIONS '
rAwrEncRs
04..t.OV401.c 1:449$
upurt 1332' '
H
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104
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i
0
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700
753
493.
10
6
840
905
s
32
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less
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i
1 ,
6
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t
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55
1105 1350
2e
14
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1055
linSgmpss Is 2.. m1Nimur4.cRessI4041 is 4.
LATERAL TRUSS ANCHOR
cTheL,
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CD=
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IATCRAI. 1,442;
H
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At
AR
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ses
ens
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'420
1300 1350
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13$0
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IJUab,W#070VM: •
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at. yttts ,AppRovc3 r000tters::11441.1.:1C.-1",...srat;.-
cm6og SOWMINIS_ASTIVAS52.trnoctuRc.004111
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atiVNaxt ION 1197. =VI 10,11ansOr V 430:a3)
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m9ed,i tocr'
ow
UNITED STEEI.,..2)20;114T2 1 313
703 ..RolatRs 'DRIVE
MONTGOMERY '14141:561169
,
WOOD CONNECTORS
.
„
imito
2RA1424a NUMIIERI ..Ther.T.052-125.-.
SHEET Ntiting•Rf ••••11..CE.4.-
0 ,
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;IVII- N4PlincR .f..010.0u9T
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ANCHOR .1101.1- lerx CF. miTH stomm0rAmoircfiy pypt 4/4* 400010! PtATE INCIAtaCD 'SOP
'ANCHOR sTRAP. • HORNUM HCADeR THicgiicss..e... • • , •
. .
SiNkt.t. wiieliviiidia.,.cciiiepiithid• to sASTM ../.53% r.4 usi4. oc1X4.13*
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•IPIRmat44-I=MODE.-
402P=1 111):10/.44i.UP
FOR orrice USE
UNITED STEEL PRODUCTS CD
703 ROGERS !AWE
RanTaumr..117 MN 04060.
WOOD CONNECTORS
DATE, stow- - -
IIRAviNG NUROCR; w
SHEET NuROCRs AKA...
,..-/........,
i)'
0 11
1
■
MINAS A. COLDER. P.E.
CIVIL, NUNDCR FLO1511119D •
....
tit-DAD:0 MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)9 FLORIDA FAX sj 375
Nu -Vne Industries, Inc.
1055 East 29 Street
Hialeah
FL 33013
Your application for Product Approval of:
Wood Connectors
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or s • • d
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if ° is
determined BCCO that this product or material fails to meet the requirements of the South Florida iding
Code.
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
The expense of such testing will be incurred by the manufacturer.
Acceptance No.: 00- 0327.03
Expires:05/22/2003
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
Approved: 06/29/2000
rancisco Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
Internet mail address: postmaster ®bnildingcodeonline.com
Homepage: http : //www bnlldingcodeonline.corn
Nu -Vue Industries. Inc. ACCEPTANCE NO: 00- 0327.03
APPROVED
EXPIRES : _05/22/2003
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 97- 0107.02, which was issued on 05/22/97. It approves wood
connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida
Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as
determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Nu-Vue Wood Connectors shall be fabricated and used in strict compliance with the following
documents: Drawing No.NU -1, sheets 1 and 2, titled "Truss and Top Plate Anchors" and "Truss Anchors and 5-
Way Clip ", prepared by Nu -Vue Industries, Inc., dated 05/29/00 with no revisions. The drawings shall bear the
Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date
by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved
drawings.
3. LIMITATIONS
3.1 Allowable loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content of
19% or less.
3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for
Wood Construction 1991 Edition & 1993 Errata.
4. INSTALLATION
4.1 The wood connectors shall be installed in strict compliance with the approved drawings.
5. LABELING
5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT
6.1 Application for Building Permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance,
clearly marked to show the hangers and angles selected for the proposed installation.
6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the
installation of these products.
Candido Font, PE, Sr. Product Control Examiner
Product Control Division
2 of 3
Nu -Vue Industries. Inc, ACCEPTANCE NO.: 00- 0327.03
JUN 2 9 20QO
APPROVED
EXPIRES o 05/22/2003
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original
submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement "Miami -Dade County Product Control Approved ", or as specifically stated in the specific
conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product
is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct
installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer
practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be
cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a
revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose.
6. The Notice of Acceptance 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 Notice of Acceptance is displayed,
then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to
the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The
engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
Candido Font, PE, Sr. Product Control Examiner
Product Control Division
' END OF THIS ACCEPTANCE
3 of 3
Top Plate Anchors. They are designed to anchor top and bottom wood plates to wood studs.
Product
Code
Lumber
Size
Plate
Gaup
Dimensions
A B
NVTP4
2x4
20
3 - 5/8°
7.3/16°.
NVTP6
2x6
20
5.5/8°
8"
NVTPS
2x8
20
7 - 3/8"
8 - 3/16"
NVTP4H
2x4
18
3 - 5/8"
7 -3/16°
NyTP6H
2x6
18
5 - 5/8"
8°
NVTPBH
2x8
18
7 - 3/8°
8 - 3/16"
1) Minimum Nail Penetration 10d *s 1 .776" & 1.572"
Fastener
8d
Uplift
Lbs.
Fastener
104
Uplift
Lbs.
6
800
6
968
8
1067
8
1200
10
1200
10
1200
12
1200
12
1200
GENERAL NOTES:
a) The approved products shall be made of galvanized steel conforming to ASTMA653 structural quality Grade 33
( min. yield 33lasi) and aminimum coating of G90 according to ASTMA525.
b) Allowable loads are based on National Design Specifications for wood constraotioa 1991 Edition & 1993 Errata.
c) Design loads are for Southern Pine species with a specific gravity of 055. Allowable loads for other species or
conditions shall be adjusted err mdivgly.
d) Fasteners are common wire mils, lag screws =bolts forsicgle shear as showed and noted on the approval.
e) All tests were conducted in accordance with ASTM D-1761.
f) Allowable loads for wind uplift have already been increased by a duration load factor of 33% and no °therincrease is
allowed.
Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel
plates to resist lateral and uplift forces. The seats are made of 20 gauge steel.
Product
Cade
Strap
Gauge
Dimension
H
Fastener
10d'
Uplift
Lbs.
Fastener
16d'
Uplift
Lba.
Fastener
10dx 14
LI
lbs.
L2
Lbs.
NVHTA 8
14
8°
8
1935
8
2028
6
1617
1943
NVHTA 10
14
10"
10
2133
10
2133
6
1617
1943
NVHTA 12
14
12"
12°
2133
12°
2133
6
1617
1943
NVHTA 14
14
14"
14°
2133
14°
2133
6
1617
1943
NVHTA 16
14
16"
18°
2133
18°
2133
6
1617
1943
NVHTA 18
14
18"
20°
2133
20°
2133
6
1617
1943
NVHTA 20
14
20"
22°
2133
22°
2133
6
1617
1943
NVHTA22
14
22"
24°
2133
24°
2133
6
1617
1943
1) Minimum embedment into concede 4 °.
2) ° number of fasteners can be reduced to 10 without lowering anchor capaeiiy.
3) 3 To =mbar of fastener inboth straps.
4) 4 Total number off stoner in seat.
5) Nails are necessary in straps and seat to achieve design loads.
6) See Note 1 under Flyaway Grip clip ( sheet 2) for combined loading.
7) Nails through chords shall not force the truss plate on the opposite side.
AP'*0WD As IeWI.TIKO WITH THE
SCUM WIOWA BUH0481 CODE
PRODUCT cO$T*5. DIISION
AC(0PlANCE 1w. ®O-( 2; }
VA'INN. TOLAT, P.R.
OIVII.
(PL.REG.#12847
Nu -Vue
1053 -1059 Eaat29 Skeet
331deeb, Florida 33013
(305) 694-0397
Pac (305) 694 -0398
TRUSS AND TOP PLATE ANC03ORS
DWG
NU -1
Slmt
1of2
Data
Deep Seat Truss Anchor. They are designed to resist lateral and uplift forces. The shap is
made of 14 gauge steel and the seats of 20 gauge steel.
UPLIFT
cif
Truss Pmts required to
ri trnnsPvr uplift to belle" drord.
Product
Code
Strap
Gauge
Dimension
H
Fastener
10d'
Uplift
Lbs.
Fastener
16d'
Uplift
Lbs.
Fastener
10d x 1.14
Ll
Lbs.
L2
Lbs.
NVSTA 8
14
8"
5
1221
5
1221
6
1671
1541
NVSTA 10
14
10"
6*
1221
6
1221
6
1671.
1541
NVSTA 12
14
12"
7*
1221
7
1221
6
1671
1541
NVSTA 14
14
14"
9*
1221
9
1221
6
1671
1541
NVSTA 16
14
16"
9*
1221
9
1221
6
1671
1541
NVSTA 18
14
18"
10*
1221
10
1221
6
1671
1541
NVSTA20
14
20"
11*
1221
11
1221
6
1671
1541
NVSTA22
14
22"
12*
1221
12
1221
6
1671
1541
1) Minimums embedment into concrete 4 ".
2) * number of fasteners can be reduced to 5 without lows in8 anchor capacity.
3) 3 Total number of fastener in strap.
4) 4 Total number of fastener in seat.
5) Nails are necessary in strap and seat to achieve design loads.
6) See Note 1 under Fiveway Grip clip for combined loading.
7) Nails through chords shall not force the truss plate on the opposite side.
•
riiveway Grip Clip ( 520). They are designed from 18 gauge steel to secure rafter and
trusses to wall studs or top plates and wall studs to sill plates.
Product
Description
Fastener
Allowable Loads
Code
Header Joist
Uplift Ll L2
NVHC
37
S way Clip
16 - 8d
or
12 - 8d
or
710
560
730
16 -10d
or
12 -10d
or
16 -6d
12 -6d
1) Combined load of Uplift withLl or Uplift with L2 mist satisfy the following equation:
Actual Uplift Actual Ll or L2
+ <a=1.0
Allowable Uplift Allowable Ll or L2
2) For General Notes see Shoat 1.
APPROVED AS COMPLYlNS WITH Tat
SOUDA ELI Ot BUtl01NB CODS
. - ygpp
PRODUCT ac : •: DIVISION
BUILDING WOE COMPLIANCE OFFICE
ACCEPTANCE N0. "`_.._— 1 2
VII'PTN TOLAT, F 8
(CIVIL)
FL. PIG. s 12847
L2
L1
Nu -Vue Indothow
1053 -1059 East 29Street
Hialeah, Florida 33013
(305) 694 -0397
Fez (305) 6940398
TRUSS ANCSORS AND 5-WAY cup
DWG
NU -1
Sint:
2 of 2
Date:
May
2,000 y
Rovisi=
PROLES #
FOLIO # 30-
CROWN OF ROAD ie 6_17 Ft NGVD
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Important: Reai the Instructions on pages 1 -7.
SECTION A - PROPERTY OWNER INFORMATION
O.M.B. No: 3067 -0077
Expires December 31, 2005
t3L11LDtNf, OWNERS NAME
`/icy age ✓ /t�`. /tom
BUILDING STREET ADDRESS (4 06 Unit, _Swt • Flo. ORS (?ITT X NO
CITY STATE P_ CODE
PROPERTY DESCRIPTION (Lot and Vock Numbers, Tax Parcel )lutrbar, Legal Description, etc.
BUILDING USE (e.g., Reskientle1„Non-refident al, Addition, Accessory, etc. Use a Comments area, if necessary.)
LA it t UDE/LONGITUDE (OPTIONAL) HORZONTAL DATUM:
( #s - ##' - ##.##" or ##.####V) ❑ NAD 1927 0 NAD 1983
Forlrrsurarioa Company
se:
Policy Number
Company NAIC Number
SOURCE: [{ GPS (Type):
❑ USGS Quad Map 0
•
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Ell NRP COMMUNITY NAMES & COMMUNITY NUMBEF / . 82. Co JNTY E
, / %7,i I ..5.4 2 es — /40t�! f%^r�l /� ✓l/i ��% 12RIi,e•
STATE_
B3. STATE
B4. MAP AND PANEL
NUMBER
aoacc D9'3
85. SUFFIX
J
E16. FIRM INDEX DATE
1?/, s. ,.+-
87. FIRM PANES
EFFECTIVE /REVISED DATE
...g-e92-0i
88. FLOODZONE(S)
,r}
89. BASE FLOOD ELEVATIONS)
(Zone AO, use depth of flood'mg)
8.© '
B1Q Indicate the source of the Ba.se_Pwd Elevation (EFE) data or base floe dept: i entered in 89.
❑ FIS Profile IRM ❑ Conn Determines ❑ Other (Describe):
B11. Indicate the elevation datum used for the BFE in f t9 VD 1929 Q NAVD 1988 ❑ Other (Describe):
B12. Is the buildng located in a Coastal Barrier Resour es System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes aNtr13esignaton Date
S CTION C - BUILDING ELEV 4TION INFORMATION (SURVEY REQUIRED)
C1. balding elevations are based on: ction Drawings* ❑ Buikling Under Construction* ❑ Finished Construction
`A new Elevation Certificate will be required when xrnstniction of the budding is complete:
Ca Building Diagram Number_ (Select the building dk gram most similar to the bui cling for which this certificate is being completed - see pages 6 and 7. If no diagram accurately
represents the buckling, provide a sketch or photos raph.)
C3. Elevations - Zones Al A3t3, AE, AH, A (with BFE), VE, V1430, V (with BFE), , VI, ARIA, AR/AE, AR/A14130, AR/AH, AR/AO
Complete Items C3. -a-i below according to the buiding diagram specified in Item C2. State the datum used. if the datum is different from the da % * the BFE in Section B, ••
Divert the datum to that used for the BFE Show ield measurements and date rm conversion calculation. Use the space provided or the Co is area ' Section D or Section
0, as appropriate, to document the datum conversion.
Conversion/Comments _ 26-A
-
Elevation reference mark used ''r Does the elr:vafton reference mark used appear on the FIRM? 0 Yes
•(m)
0 a) Tap of bottom floor (inducing basement or a iclosure)
0 b) Top of next higher floor / ft(m)
0 c) Bottom of lowest horizontal structural member (V zones only) ft.(m)
❑ d) Attached garage (top of slab) ift (m)
0 e) Lowest elevation of machinery ardor equipment
rvicing the budding (Describe in a Comments area) ft.(m)
1west adjacent (finished) grade (LAG) 74 9.7ft(m)
Cog) iighest adjacent (finished) grade (HAG) f /421t(m)
0 h) .Vo. of permanent openings (flood vents) within 1 fL above adjacent grad) 0
0i) -otal area of all permanent openings (flood 'aNits) in C3.h 0 sq. in. (Eq. cm)
SEC11ON D- SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This codification is to be signed and sealed by I land surveyor engineer, or architect authorized by law to certify elevation information.
I red. y that the information in Sections A, B, and C on this certificate rec resents my best efforts to interpret the data available.
1 une- rstand that any false statement may be punfshab b fine or imprisonment under 18 U.S. Code, Section 1001.
CEH IFIEH 5 NAMED l 1& ��•� LICENSE NUMBER . `it,�, "el
11TIE COMPAN'(NAME
ve S/D DELTA SURVEY() S INC
CITY
MIAMI,
186 -532
DE
Dge 0-3 (3-rae&142N}J":9 e,tryie
FEMA Form 81 -31, January 2003
See reverse side for continuation.
Replaces all previous editions
IMPORTANT: in these spaces, copy the corresponding information from Section A
Forinsuran aCompany
BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
Po&y Number
STATE ZiP CODE
Company NC %miler
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of f his ElevationCeifdicate for (1) community official, (2) insurance agentkompany, and (3) building ormer•.
COMMENTS
0 Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and ZoneA (without BFE), complete Items El through E4. If the Elevation Certificate is intended as supporting information fora LOMAor LOMR -F,
Section C must be completed.
El. Building Diagram Number_(Select the buildng diagram most similar to the building for which this certifies is being completed - see pages 6 and 7. If no diagram rely
represents the building, provide a sketch or photograph.)
EZ The tap of the bottom floor (induding basement or enclosure) of the building is _fin) _in,(cm) 0 above or 0 below (ched( one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the bulking is _ ft.(m) __in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E L The top of the platform of machinery and/or equipment servidng the building is _ ft(m) _,irr.(cm) 0 above or 0 be (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO on If oo flood depth number is available, is the boot the bottom Icor elevated in accordance with the community's floodplain management ordinance?
0 Yes 0 No 0 Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNERS REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items Cah and C3.i ordy), and E for Zone A (without a FEMA- issued or comrnu . ,
issued BFE) or Zone AO must sign here The statements in Sections A, B, C, and E are corn;rt to the bast ofmyknowledge,
PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME •
ADDRESS
STATE ZIP CODE
SIGNATURE
DATE TELEPHONE
COMMENTS
0 Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's ffoodpisin management ordnance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the apptcabie item(s) and sign below.
G1.0 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below,)
G2. 0 A community official completed Section E fora building locate in Zone A (wrlhout a FEMA- issued or community- issued BFE) or Zone AO.
33.0 The following information (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER
35. DATE PERMIT ISSUED
G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED
G7. This permit has been issued for 0 New Construction 0 Substantial Improvement
G8. Elevation of as-built lowest floor (inducing basement) of the building is:
G9. BFE or (in Zone AO) depth of faxing at the building site is:
_ft(rn)
__ _fldm)
Datum:
Datum
LOCAL OFFICIAL'S NAME
COMMUNITY NAME
SIGNATURE
COMMENTS
TfTLE
TELEPHONE
DATE
i�1('.haric harp if attaitrapnts
PROCES
FOLIO # 3U-
CROWN OF ROAD /9 6? Ft NGVD
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
BUILDING OWNERS NAME
Important: Read the Instructions on pages 1.7.
SECTION A - PROPERTY OWNER INFORMATION
O.M.B. No. 3067 -0077
Expires December 31, 2005
For Insurance Company Use:
V /c7 Ufe. 009-,(1 ✓ 7-.7,1-8&9g
BUILDING STREET ADDRESS (Including Apt. Uni S , fdg. \to�. R P.O. ROUTE AND BOX
CITY
l6 r76c5 G ,(jam'G.rl'
PROPERTY DESCRIPTION (Lot and cck Numbers, Tax Pare{ umbar, Legal Description, eta.
�c /00, /Pg- ige,'l 4kg "7 . 6?
BUILDING USE (e.g., Residen6 Non -re ident al, Addition, Accessory, at Use a Comments area, if necessary.)
'F,...S�OCic9%7i7G
LA it I UDE/LONGITUDE (OPTIONAL) HOR,ZONTAL DATUM:
( # - ## - # #. W1' or lit ### #tV) E) NAD1 927 E} NAD 1983
Policy Number
I-Company NAIC Number
SOURCE 0 GPS (Type)._.
0 USGS Quad Map
Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B t. NFIP COMMUNITY NAME b,l�MMUNI rse NUMBEF 182. CO JMY NAME
/`a m f«. 4'04e —/a06✓cx-I A.--f/.4A,7-
10.
31 STATE_
PTGC,:efe /57
B4. MAP AND PANE!.
NUMBER
acres -c Gb73
B5. SUFFIX
j-
E8. FIRM INDEX DATE
/1-/1:-__,-
87. RRM PANEL
LI- -ECTNEREVISED DATE
y -o2 -.. z
88. FLOOD ZONE(S)
89. BASE FLOOD ELEVATION(S)
(Lone AO, usa depth of tang)
8.0 '
810. Indicate the source of the Base Elevation (EFE) data or base flood dept i entered in 89.
0FISProfile IRM ❑Ccmmr ityDetermir.ec ❑ Other (Describe):
B11. Indcate the elevation datum used for the BFE in E19: [ GVD 1929 ❑ N,WD 1988 ❑ Other (Describe):
812. Is the building located in a Coastal Barrier Resour:es System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes [ - 4%'CTesignation Date
S CTION C - BUILDING ELEV 4TION INFORMATION (SURVEY REQUIRED)
Q Construction Dra'Mn s' Buttdln Under Construction' Finished Construction
C1. Building eleraflons are based on: g ❑ g []
'Anew Elevation CertiEt ate anti be required when :otistnlction of the building is complete:
C2. Building Diagram Number_ (Select the auildrg d gram most similar to the but d'ir g for which this cer fficate is being completed -see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photcc raph.)
C3. Elevations —Zones A1 -A30, AE, AH, A NthE3FE), VE, V1 -V30, V(vith BFE, AR, AR/A, AR/AE, AR/A1:A30, AR/AH, AR/AO _
Complete Items C3: a-i be ow according to the butding diagram spediied in Item C2. State the datum used. If the datum is afferent from th dahart + for the BFE in Section B, ••
convert the datum to that used for the BFE. Show ietd measurements and datr en conversion calculation. Use the space provided or the
0, as appro,'ate, to document the datum conversion.
Daturn�:��1 Conversion /Comments
Devatian reference mark used * Dees the elevation reference mark used appear on the FIRM? ❑ Yes [tea
WO, T (m)
- — 2G -.�•
O a) Top of bottom floor (including basement or a Zctosure)
O b) Top of next higher floor .b' ft(m)
D c) Bottom of lowest horizontal structural mernbur (V zones only) ft.(rn)
ift.(m)
ft(m)
f / S' tt.(ni)
/Lit.(m)
O t) 1I0. of permanent operir.gs (Rood vents) r,itl,in 1 ft. above ac acent grade: 7
O r, "otat area of all permanent openings (flood ants) in C3.h 0 sq. in. (s q. cm)
U d) Attached garage (top of slab)
❑ e) Lowest elevation of machinery ard/orequiprnent
rvicing the building (Describe in a Cdxnrnunts area)
�I west adjacent (finished) grade (LAG)
Pi) lightest adjacent (finished) grade (HAG)
01
N
do
nr
c
z g
en
c
d
of Section ID or Section
SEC11ON D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
Ttis ^ :rtification is to be signed and sealed by i land surveyor engineer, or architect authorized by law to certify elevation infarmation.
1
car `, that the information in Sections A, B, and C on this certificate rec resents my best efforts to interpret the data available.
l tax :Wand that any false statement may be pinishab by fire or impn sonment under 18 U.S. Code, Section 1001.
CFR FIEER'S NAME �; �% .--" LICENSE NUMBER
TITLE.
ACC ?ESS
SIYIA
COMPANY NAME
DELTA SURVEY()
S INC
CITY
MIAMI, ' 186 -532
DE
DATE TELEPHONE
6e26 -03 C-36%25--
FEMA Form 81 -31, January 2003
- See reverse side for continuation.
Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A
BUiLDfNG STREET ADDRESS (tndurmg Apt. Unit Suite. andlor 2tdg. No.) OR P.O. ROUTE AND BOX NO.
STATE ZIP CODE
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Fcr Insurance ConpanyUse:
Pdxy
Nun ter
Company NAIC Number
Copy both skies of this Elevation Ce tifrcate fcr (1) community official, (2) insurance agent/company, and (3) buildng owner.
COMMENTS
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Z o n e A O a n d Z o n e A ( w i t h o u t BFE), c o m p e t e Items E1 through E 4 . if the Elevation Certificate is intended for use as supporting info cn fora LOMA or LOMR -F,
Sectcn C must be completed
El. Budding Diagram Number _(Select the buildng diagram most sirrdlar to the budding for this certificate is being completed - see pages 5 and 7. If no diagram accurately
represents the budding, provide a sketch or photograph.)
E2. The top of the bottom floor (inducting basement or enclosure) of the building is _ fL(m) _in.(cm) 0 above or ❑ below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Budding Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the bulldog is _ ft.(m) _in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. Tne top of the platform of machinery andtor equipment servidng the building is ft.(m)__in.(cm) ❑ above or ❑ below (check one) the highest adfacent fade. (Use
natural grade, if evadable).
E5. For Zone AO only: If no flood depth number is available, Is the top of the bottom floor elevated in accordance with the community's flocdplain management ordinance?
0 Yes ❑ No 0 Unknown. The loc al official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or corra .4.-.. ,
issued BFE) or Zone AO must sign here. he statements in S cfrons A, B, 0, and E are coned to the best ofmykno 1edga.
PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME •
ADDRESS CITY STATE ZIP CODE
SIGNATURE
DATE TELEPHONE
COMMENTS
❑ Check here if attachments
SECTION S - COMMUNITY INFORMATION (OPTIONAL)
The kcal offict who is authorized by taw or ordinance to administer the community's tfoodplain management ordnance can oxmplete Sec cns A, B, C or E}, and G of this Elevation
Cent +irate. Cor,l fete the applicable items) and sign beir_+.v.
G1. 0 The information in Section C vas taken from other dccurnentation that has been signed at a nbossed by a licensed surveyor, engineer, or architect who is authorized by state
cc local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below )
G2. 0 A community calk :1J completed Section E for a budding located in Zone A (without a FEMA- issued or conimunk~y;ssued BFE) or Zone AO.
G3. 0 The following information (Items G4-G9) is provided for community ftcodplain management pdxposes.
FG4. PERMIT NUMBER r. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF GOP+'PLIANCEIOCCUPANCY ISSUED
G7. This permit has been issued for. 0 New Construction ❑ Substantial Improvement
G8. Elevation of as-buit Icwest Bccr (including basement) cf the building is:
G9 BFE cr (in Zone AO) depth cf f, ding at the Wilding, site is:
_. _ft.(m) Datum:
— — ft.(m) , Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
l� f'.hpek harp if attarhmpntS
PROCES #
FOLIO # 30-
CROWN OF ROAD I rp Ft NGVD
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
BUILDING OWNER'S NAME
Important Real the Instructions on paw 1.7.
SECTION A - PROPERTY OWNER INFORMATION
O.M.B. No. 3067 -0077
Expires December 31, 2005
Eiir nawai'sos Company Use:_.
Policy Number
BUILDING STREET ADDRESS (Inducting Apt_ Unit, Suite, and/or Bldg. ;'Jo.) OR P.O. ROUTE AND BOX NO.
Comparr_IVAIC NLnben
CITY
STATE
PROPERTY DESCRIPTION (Lot and {oak Numbers, Tax Parcel blumbrar, Legal Description, etc.
BUILDING USE (e.g, Non -r aeroent al, AddWon, Accessory, etc. Use a Comments area, if necessary.)
et SWelit917.46
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM:
#° - ##' - ##.##" or #tk.#### #°) 0 NAD 1927 0 NAD 1983
ZIP CODE
SOURCE: ❑ GPS (Type):
p USGS Quad Map Q Other:
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
131. NFP COMMUNITY NAME& CONHMUNflY NUMBED
B2. C0 JNTYE {�
/'� ✓! /r� � Lr/Qif
Eli. STATE
BA. MAP AND PANEL
B7. RPM PANEL
69. BASE FLOOD ELEVATION(S)
NUMBER
85. SUFFIX
EE.•FIRM INDEX DATE
IEFFECT1VEIREVISE D DATE
B8. FLOODZONE S)
(Zane AO, use dean oflooc ng)
/2eZ604773
`/-
i /7:.
5 —a2 -01
,41
8.©
610. fndcata the source of the Base�od Elevation (E�FE) data abase flood t entered in 69.
0 RS Prof [ 1 M Q Determine( 0 Other (Describe):
B1i. lndcatethe elevation datum used for the BFE E19 VD 1929 Q NAND 1 ! :S © Other(Desctibe}:
3121s the buldng located in a Coastal Barrier Resoures System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes EiNcrbesignaaon Date
SECTION C - BUILDING ELEV4TION INFORMATION (SURVEY REQUIRED)
C1 ' lduxl elevations are based on: Q Construction iii Q BuikMg Under Construction* . . 0 Finished Construction
*Anew Elevation Certificate w2be witted when la lionof the buidng k +complete. - : -
C2.- Bilking Diagram Number (Select the balding &gram most simflartothe but c gforwhich this certificate Is being completed -see pages 6_ and -7..If no diagram accurately
represents the bulling, provide a sketch orphotocraph.)
C 3 . Bevafrons -Zones Al -A30, AE, A f f , A ( w i t h B F E ) , VE, V 1 - V 3 0 , V(w th BFE), AR, AR/A, AR/AE, AR/A14130, ARIAH, AR/AO
Complete Items C 3. -a-i below according to the buidflng dagram specified in Item 02. State the datum used. 0 the datum is dferent from the datum
convect the datum to that used for the BFE Show leld measurements and datum conversion calculation. Use the space provided or the Comments Section on D or Section
Q a s ap•, a:, todocument t ec11um conversion.
,.:,1 r: ,/ 'Pr l' 4 - 26 -26-04'.
E ovation reference marls used 4e Does the elnvatio n reference mark used appear on FIRM? Q Yes ©-t6
O a) Top bottom floor inciudingbasement or ft.(m) m
O b) Top of next higher floor .(m) b
O c) Bottum of lowest horizontal structural membcrr(V zones oily) ft.(m) i A'
0 e) Lowest
O d) Attached garage (top of slab) f (m)
lvaflonofmadlinen rand/orequipr cart ,
the turicing (Describe in a Comments area) . _„ft.(rn) ii
_„Lowest adjacent {flnlshed)9raae(I G) 7 � 9''zi tL(m)
erg) -fl9F� adjacent (finished) grade (HAG) 7'c _ it(m} (/
•
O h) ado. of permanent openings (flood ) w ithin 1 ft above act,icent grad,(O m
O 1t Total area ot all permanent openings (flood touts) in CU o sq. in. tic'. cm)
for the BFE in Section B,
SEC110N D- SURVEYOR, ENGINEER, OR ARCHITECT„ CERTIFICATION
This certification is to be signed and sealed by 3 land surveyor, engineer, or architect authorized by law to certify elevation. information.
I co* that the information In Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
1 understand that any false statement may be punish abJ by fine or impnsonment under 18 U.S. Code, Section 1001.
CERT TIERS NAMED i ,
LICENSE NUMBER i�[>. .. .a
S INC
trOMPAIdY NAME
,eve Dom! DELTA SURVEY()
A[DRESS —
CITY
DI ,86- ©J (3e25.--8.1:9 -
FE . Form 81-3i, January 2003
See reverse side for continuation.
Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A
BUILDING STREET ADDRESS (Induding Apt, Unit Sure, andlorBk . Na) OR P.O. ROUTE AND BOX NO.
For Insur ence Company Use:
Poicy Nub
STATE Zip CODE
Company NAIC.
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTFICATION (CONTINUED)
Copy both sides of this Bev-akin Certikatefor(1) coma urvtyofficial, (2) insuranceagent /company, and (3) bteldngowner.
COMMENTS
0 Check here if attachments
• SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO arid Zone A (w rtBEE), complete Items E1 through E4. if the Etevason Certificate is intencted for use as supporting information for a LAMA orLOMR -F,
Sect C must be completed
Et Bing Diagram Number _(Select the bufldng dayrarr most similar to the building for which this certificate is being completed — see pages 6 and 7. If rto diagram acaaately
rerttsthe burg, provide a sketch or photograph.)
E2. The tpof the botkri ffoor (inducting basement or enclosure) of the bullring is _it(m) k an) ❑ above or ❑ below (check one) the highest adjacent grade. (Use
natural grade, if available). "
E3. F o r B u 4 d i n g Diagrams 6 -8wdh openings (see p a g e 7), the n o d higher floor of elevated floor (etevat on b) of the building is _.ft(m) in.(cm) above the highestadjaoent
grade. Complete kernsC3.h and C3.1 on front of form :..
E4• The oZrofthe plaffamofmachinery andtor�servi dng the _fi(m)_In.(an) 0 above or ❑ below (ch kone)the highest ntgrade. (Use
natural grade, if wobble).
E5. For Zone AO on If no Hood depth number is available, is the top of the bottom floor elevated in accordance with the community's fiocdplan management prance?
Q Yes ❑ No D Wow. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNERS REPRESENTATIVE) CERTIFICATION
The properly owner or authorized representative vino oom tee Sections A, B, C(Yens C3h and C3.i only), and E for Zone A (without a FEMA- issued orcorivnurn:,
issued BFE)or Zone AO must sign here The statements BattonAB, C, and Eare cared to the best day knowledge
PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVES NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE
DATE TELEPHONE
COMMENTS
0 Check here if attadtments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community'stioodplain management ordnance can canpiele SectonsA, B, C (or E), and Of this Elevation
Certificate. Complete the applrcable item(s) and sign below.
G1.0 The information in Section C was taken from other documentation that has been signed and embossed by a kcensed surveyor, engineer, or architect Who is authorized by state
or local law to certify elevation information. (incloab the spruce and date of the elevation data in the Comments area below)
02 0 A nityoffidai completed Section E for a bulking !mated in ZoneA &Acta a FEMA-issued or c onnirnunity4ssued BFE) or Zone AO.
G3.0 The folding informaon (Items G4-G9) Is provided for amtmunitytioodplain management ptuposes.
G4. PERMIT NUMBER
G5. DATE PERMIT ISSUED
G6. DATE CERTIFICATE OF COM UANCE/OCCUPANCY ISSUED
G7. This permit has been issued fa: 0 New Construction 0 Substantial Improvement
G8. Elevation ofas uilt lowest flea(hiducting basement) of the building is: it(m) Datum:
G 9 . B F E or Z o n e A O ) d e p t h o f teen at t a b u # d 1 n g a l e is:.._ _._ft.(m) Datum`.
LOCAL OFFICIAL'S NAME
COMMUNITY NAME
SIGNATURE
COMMENTS
TITLE
TELEPHONE
DATE
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795 -2204
Fax: (305) 756 -8972
Permit No. BP 2003 -1148
Date: 6/1/05
Certificate of Occupancy
The following address is issued a Certificate of Occupancy
Address: 10255 Biscayne Blvd.
City Miami Shores State Florida Zip 33138
This Certificate of Occupancy is issued for the above address. This certificate verifies that the
building or structure has met the requirements of Florida Building Code 106.1.2. However, this
certificate does not constitute any representation or warranty.
Building Officials Approval:
(Rev. 5/7/03)
'1
March 5, 2003
Aaron Structural Builders, Inc.
Mr. Victor C. Schelde
655 NW 100' Street
Miami, FL 33150
RE: Subsurface Investigation
Proposed Single Family Residence
Lot 7, Block 175 of "Miami Shores Section 8 Revised"
Plat Book 43, Page 67
Miami Shores, FL
5450 Griffin Road
Davie, FL 33314
Tel: 954-584-6115 & 584-6815
Fax 954-584-2862
E-mail: soilprobe@soilmobe.net
In accordance with your request and authorization, Soilprobe Engineering & Testing, Inc. has
completed subsurface exploration and geotechnical studies at the above referenced project site. We
explored the general subsurface conditions in order to evaluate their suitability for supporting the
anticipated construction, and to provide recommendations for site preparation and foundation
design. 0tfr work included standard penetration test (SPT) borings and engineering analyses. This
report describes our explorations and tests, reports their fin. s Is, and presents our recommendations
developed from the investigation.
Our report has been prepared specifically for this project. It is intended for the exclusive use of
Aaron Structural Builders, Inc., their representatives and/or assigns. Our work has used
methods and procedures consistent with local foundation engineering practices. No other
warranty, expressed or implied, is made. We do not guarantee project performance in any
respect, only that our work meets normal standards of professional care.
We understand that a two-story single-family residence including swimming pool is planned on the
existing vacant property. For the purpose of our evaluation we have assumed that the structure will
consist of conventional poured in place concrete and concrete masonry unit (CMU). The bearing
walls will be supported by shallow, spread footings designed for an allowable soil bearing capacity
of 2,500 PSF. The geotechnical recommendations presented in this report are based on the available
project information, proposed building locations and the assumed data described in this report. If
any of the noted information is incorrect, please inform this office, so that we may amend the
recommendations presented in this report as appropriate.
The subsurface conditions at the site were explored with three (3), engineering borings advanced to
a depth of fourteen (14) feet below the existing ground surface. Samples of the in place materials
were recovered at frequent intervals with a standard 24 inches split barrel sampler driven into the
ground with A 140-pound hammer fallitv 30 inches.
Engineerh the e, e
a. • • ie.** ... e • • •
of srience al ec
Aaron Structural Builders, Inc.
Proposed Single Family Residence
Lot 7, Block 175 of "Miami Shores Section 8 Revised"
Plat Book 43, Page 67
March 5, 2003
Page 2 of 4
This work was performed on February 27, 2003 in accordance with the procedures recommended in
ASTM Method D-1586. Detailed subsurface conditions encountered at the locations and depths
explored are presented in the attached logs. Our drillers examined the soil recovered from the SPT
sampler and maintained a log for each boring. Soil samples were inspected and classified using
nomenclature consistent with the Unified Soil Classification System (USCS). The soil
classifications and other pertinent data obtained from our explorations and tests are reported on the
attached boring logs. The attached boring logs present a detailed description of the soils encountered
at the locations and the explored depths. The soil stratification, shown on the boring logs, is based
on examination of recovered soil samples and drillers interpretation in the field. It indicates only the
approximate boundaries between soil types. The actual transitions between the adjacent soil strata
may be gradual and indistinct.
Generally, the tests revealed that the soil consisted of a surfacing layer of topsoil, approximately six
inches thick, underlain to a depth that varies from 4.50 to about 6.00 feet of the explored depths by
layered silica sand. Below sand layers and extending to the end of exploration depths, the soil
consisted of sandy sandstone and limestone.
The water table measured at the time of test was found at an approximately depth of 6.25 feet below
prevailing grade. Fluctuations in groundwater level should be anticipated throughout the year due to
seasonal variations in rainfall, drainage and other factors. The groundwater level measured at the
time of test is not intended to define a limit or ensure that future seasonal fluctuations in
groundwater levels will not vary from this level. We recommend that the Contractor determine the
actual water table at the time of the construction to determine groundwater impact on his
construction procedures.
Proposed Residence:
Based on our observations, results of borings, and evaluation of the existing soil conditions, it is our
opinion that the soil at the site is generally suitable to support the proposed structure on
conventional shallow low, :lions. However, densification of the loose subsoils is required; if they
are to support the shallow foundations, in order to avoid excessive settlements, which may be
detrimental to the structures.
The following site preparation procedures are recommended prior to the installation of foundations:
1. Clear and grub the proposed building area plus a perimeter of minimuun five feet outside the
foundation limits removing any vegetation, trees, and topsoil and any existing
improvements. The thickness of the surfacing layer to be removed is expected to be
approximately 6 inches.
Aaron Structural Builders, Inc.
Proposed Single Family Residence
Lot 7, Block 175 of "Miami Shores Section 8 Revised"
Plat Book 43, Page 67
March 5, 2003
Page 3 of 4
2. Level and compact the building area with a small vibratory roller (4 tons), such as Dynapac
CA 121 or equivalent in order to achieve a minimum density of 95% of maximum dry
density as determined by ASTM Method D -1557. During co reaction operation the sand
hall have moisture content close to the optimum of approximately 12 %. Field density tests
shall verify the compaction effort prior placing any additional fill.
3. Bring the building pad area to the design grades, using clean imported fill material,
consisting of clean sand or sand rock mixture, free of organic and other deleterious materials
and containing not more than eight percent passing the No. 200 sieve and having rocks not
larger than 3 inches, by placing the soil in layers not exceeding 12 inches in loose thickness.
Compact each layer to a minimum 95% of maximum dry density, prior placing the next lift
of fill.
11
It is our opinion that the building pad installed as specified above will provide an allowable bearing
capacity of 2,500 PSF. All compaction effort shall be monitored and tested by a representative of
this office to insure compliance with these recommendations if is desired that this office to certify
the pad bearing capacity.
Proposed Swimming Pool:
Based on our observations, results of boring tests, and evaluation of the existing soil conditions, it is
our opinion that the soil at the site is suitable to . support the proposed standard swimming pool
structure. We further certify that the soil will provide an allowable soil bearing capacity at the
bottom of pool area of minimum 2,000 PSF.
Removing the topsoil, grass, and organic material before placing concrete pool deck shall clear the
existing area, which is to support the proposed concrete pool deck. Any additional fill required to
achieve the design grade shall be placed in lifts not exceeding 8 inches in loose thickness and
compacted to a minimum 95 %of maximum dry density. The fill shall be moisten as necessary
to maintain the water content during compaction operation close to the optimum moisture of about
12 %. Further, we recommend a deck area consisting of concrete pavers on sand, wood or other
materials, which can better tolerate any total and differential settlement and require lower
maintenance costs.
Until provisions for permanent support have been made, all excavations shall be properly guarded
and protected so as to prevent them from becoming dangerous to life and property and shall be sheet
piled, braced and/or shored, where necessary, to prevent the adjoining earth from caving in; such
protection to be provided by the person causing the excavation to be made. All excavation shall
co imly with the minimum requirements of Florida Statute 553.60, "Trench Safety Act" and 29-
1926 -650, .Su P "Occupational Safety and Health Administration Excavation Safety Act ".
Aaron Structural Builders, Inc.
Proposed Single Family Residence
Lot 7, Block 175 of "Miami Shores Section 8 Revised"
Plat Book 43, Page 67
March 5, 2003
Page 4 of 4
No excavation, for any purpose, shall extend within 1' -0" of the angle of repose of any soil bearing
footings or foundations unless such footings or foundation is first properly underpinned or protected
against settlement. These regulations are being strictly enforced and adhered, and the contractor
shall closely monitor to avoid possible liabilities and substantial penalties.
In all cases were vibrato - compaction is utilized, care must be taken to prevent damages to the
nearby structures. Monitor the adjacent structures for induced vibrations and adjust the
compacting operation as needed to prevent any damages to these buildings.
Any modification to the above - recommended procedures should be approved by Soilprobe
Engineering &Testing, Inc. Further, in order to verify compliance with these specifications and
document construction procedures used and actual conditions encountered we suggest that
Soilprobe Engineering & Testing, Inc. be retained to test the compacting effort on this project.
This office does not accept any responsibility for any conditions that deviate from those
described in this report, nor for the performance of the foundation if not engaged to provide
construction observation, testing and certification for this project.
Due to the fact that soils are generally, naturally deposited materials under variable conditions, it
must be understood that major subsurface discontinuity may occur within short distances. It is
unlikely that the tests used for this investigation revealed all subsurface conditions. Our office does
not warrant or imply that the data collected on our log of borings are indicative of the subsurface
features, except the locations where borings were taken. If unusual or variant conditions are found
during construction, please notify this office for further evaluation and recommendation.
Should you have any question regarding the above, or if you required additional information, please
contact this office.
Sinc
ILPROIJE ENG 1' ERING & TESTING, INC.
PAUL ANA, PE.
X37 4 -
Eno. Log of Borings
cc: Client (3)
LOG OF BORING
JOB #:
30251
Sheet:
1of1
CLIENT:
AARON STRUCTURAL BUILDERS
Boring:
1
Date:
Date started:
03/05/03
02/27/03
PROJECT:
LOCATION:
Lot 7, Block 175 of Rev Plat of Miami Shores (43- 67),Miami Shores
NW area of the 3roposed SFR
Date completed
02/27/03
Driller (s):
P.PJR.C.
0) w
t
driN
AA
Ino
z
as i
ij
DESCRIPTION:
Soil type, color, texture, and consistency.
Notes on drilling conditions.
0.00
4
1.00
7
4
2.00
4
11
18
5
3.00
2
3
4.00
2
20
3
5.00
5
3
6.00
3
8
20
5
7.00
5
3
8.00
3
8
22
5
9.00
5
10.00
6
22
5
11.00
6
12.00
6
12
24
6
13.00
6
6
14.00
7
12
24
W-0"
1' -6"
Gray sand with some rock.
1' -0"
Dark gray sand with pieces of roots.
IIIMImeame
1' -0"
Tan sand.
1' -0"
Pale tan sand.
9' -6"
Pale tan sand with soft porous sandstone.
END OF THE t EST I4' -0"
15.00
16.00
17.00
18.00
19.00
20.00
TYPE of SAMPLE: Cohesionless Density: Cohesive Consistency:
D — disturbed (2) — Penetrometer 0-10 Loose 0-4 Soft
U.L. - Undist. Liner 10-30 Medium 4-8 Medium Stiff
S.T. — Shelby tube 30-50 Dense 8 -15 Stiff
S.S. — Sample Spoon 50+ Very dense 15-30 Very Stiff
R.C. — Rock Core 30+ Hard
140 Lb. WT. Hammer x 30" fall on 2" sampler
LOG OF BORING
JOB #:
30251
Sheet:
1of1
CLIENT:
AARON STRUCTURAL BUILDERS
Boring
2
Date:
Date started:
03/05/03
02/27/03
PROJECT:
LOCATION:
Lot 7, Block 175 of Rev Plat of Miami Shores (43- 67),Miami Shores
Approximately center of the proposed SFR
Date completed:
Driller (s):
02/27/03
P.PJRC.
z
a
a
2
DESCRIPTION:
Soil type, color, texture, and consistency.
Notes on drilling conditions.
0.00
1.00
4
7
5
2.00
5
12
18
3
3.00
2
4.00
1
3
20
2
5.00
1
2
6.00
5
3
20
5
7.00
6
3
8.00
5
9
22
5
9.00
4
10.00
6
10
22
6
11.00
6
5
12.00
6
11
24
6
13.00
5
5
14.00
6
10
24
6"
6"
Topsoil.
Tan sand.
2' -6"
Tan grayish sand with some rock.
2' -0"
6"
Tan grayish sand.
Pale tan limesand.
8' -0"
Pale tan sand with soft porous sandstone.
END OF THE -TEST 14' '
15.00
16.00
17.00
18.00
19.00
20.00
TYPE of SAMPLE: Cohesionless Density: Cohesive Consistency:
D — disturbed (2) — Penetrometer 0-10 Loose 0-4 Solt
U.L. - Undist. Liner 10-30 Medium 4-8 Medium Stiff
S.T. — Shelby tube 30-50 Dense 8-15 Stiff
S.S. — Sample Spoon 50+ Very dense 15 -30 Very Stiff
R.C. — Rock Core 30+ Hard
140 Lb. WT. Hammer x 30" fall on 2" sampler
LOG OF BORING,
JOB #:
30251
Sheet:
loft
Boring:
3
Date:
03/05/03
CLIENT:
AARON STRUCTURAL BUILDERS
Date started:
02/27/03
PROJECT:
Lot 7, Block 175 of Rev Plat of Miami Shores (43- 67),Miami Shores
Date completed:
02127/03
LOCATION:
SE area of the proposed SFR
Driller (s):
P.PJR.C.
Valse
ria 4:3
z1
DESCRIPTION:
Soil type, color, texture, and consistency.
Notes on drilling conditions.
0.00
4
1.00
5
4
2.00
5
9
16
4
3.00
3
3
4.00
3
6
19
3
5.00
4
3
0.00
4
7
20
6
7.00
6
4
8.00
5
10
22
5
9.00
10.00
6
12
22
6
11.00
6
5
12.00
6
11
24
6
13.00
7
6
14.00
13
24
0, -0"
6"
12"
2' -6"
1' -6"
Topsoil.
Gray sand with some rock.
Tan grayish sand with traces of rock.
Pale tan sand.
8' -6"
15.00
16.00
17.00
18.00
19.00
20.00
Pale tan sand with soft porous sandstone.
END OF TIIE TEST 14' -O"
TYPE of SAMPLE: '' Cohesionless Density: Cohesive Consistency: 140 Lb. WT. Hammer x 30" fall on 2" sampler
D — disturbed (2)— Penetrometer 0-10 Loose 0-4 Soft
U.L.- Undist. Liner 10-30 Medium 4-8 Medium Stiff
S.T. — Shelby tube 30-50 Dense 8 -15 Stiff
S.S. — Sample Spoon 50+ Very dense 15-30 Very Stiff
RC. — Rock Core 30+ Hard
SOILPROBE ENGINEERING & TESTING, INC.
STUDIES, DESIGN, DEFECTION, AND TESTING MACES
tit Road. Davie, FL SM14
Phom.1 1 ! ) 584-8115 Fat 4)
APPENDIX
SUBSURFACE EXPLORATION INFORMATION
Our borings describe subsurface conditions only at the locations drilled and at the time drilled. They provide no
information about subsurface conditions below the bottom of the boreholes. At locations not explored, subsurface
conditions that differ from those observed in the borings may exist and should be anticipated.
The groundwater depth shown on our boring logs is the water level the driller(s) observed in the bordhole when it
was drilled. These water Levels may have been influenced by the drilling procedures. An accurate determination of
groundwater level requires long -term observation of suitable monitoring wells. The absence of a groundwater level
on certain logs indicates that no groundwater d:i : is available. It does not mean that no groundwater will be
encountered at that boring location.
Standard Penetration Test Borings
The Standard Penetration Test (SPT) is a widely accepted method of testing foundation in place. The N -value
obtained from the test has been correlated empirically with various soil properties. These empirical correlations
allow satisfactory estimates to be made of how the soil is likely to behave when subjected to foundation loads. Tests
are usually performed in the boreholes at intervals of five feet. In addition, our Firm performs tests continuously in
the interval directly below the expected foundation - bearing grade where the soil will be most highly stressed.
Boreholes where SPT will be performed are drilled with a truck mounted SIMCO 2800 drill -rig, The boreholes are
advanced botary drilling with a winged bit that makes a hole about seven inches in diameter. After the borehole
has been a anced to the depth where a SPT will be performed, the soil sampler used to run the test is attached the
end of drill rods and lowered to the bottom of the borehole. The testing procedure used conforms closely to the
methods recommended in ASTM D -1586. The sampler has a split - barrel 24 inches long and an outside diameter of
2.0 inches. It is driven into the ground below the bottom of the borehole using a hammer that weights 140 pounds
and falls freely 30 inches. The driller records the number of hammer blows needed to advance the sampler the
second and third six- inches increments. The total number of blows required tom advance the sampler the second and
the third six- inches increments constitutes the test results; that is N -Value at the depth. The test is completed after
the sampler has been driven not more than 24 inches or when refusal is encountered, whichever occurs first. Refusal
occurs when 100 hammer blows advance the sampler six inches or less.
After the test is completed, the sampler is removed from the borehole and opened. The driller examines and
classifies the soil recovered by the sampler. He places representative soil specimen from each test in closed jars or
plastic bags and takes them to our laboratory. In the laboratory, additional evaluations and tests are performed, if
needed. Jar samples are retained in our laboratory for thirty days, then discarded unless our clients request
oth erwise.
Hand Auger Borings
Hand auger borings are used if soil conditions are favorable, when the soil strata are to be determined within a
shallow (approximately 6 feet) depth, or when access is not available for our truck- mounted nor portable mounted
drill -rigs. A three inches diameter hand bucket auger with a cutting head is simultaneously turned and pressed into
the ground. The bucket auger is retrieved at approximately six inches increments and its content emptied for
inspection. Sometimes posthole diggers are used, especially in the upper three feet or so. The soil samples obtained
are described tack representative -samples put in jars or plastic bags and transported to the laboratory for further
classification and t, if necessary.
\\SERVER\MY DOCUIV6ITS\Soil•proit s Folder\ APPENDIX Standard Penetration Test.doc
JOB ADDRESS
APPLICANT
,c fie (D-
CRITIQUE SHEET
Ql5 c/! -Yi'e do el
PHONE°
APPLICATION ► V �W NO L .
SHEET
MISCELLANEOUS
PERMIT NO.
ADDRESS:
MIAMI SHORES VILLAGE
BUILDING / ZONING DEPARTMENT'
SECTION
BY
DATE
ZONING
ELEOTRICAL
MECHANICAL
PLUMBING
FIRE
PUBLIC WORKS
STRUCTURAL
BUILDING OFFICIAL
1. Sub}ect to compllancs w(th eft Federal. State
Coutity.VUiage rotes tad regulations. Wage assume
no responsibility for accuracy oflor results fro{
these rAans.
2. This copy of plans mast be evaltabia c
building site at no inspection will be conclude,
DATE
i0JVING
COMMENTS
G% 3/c aj 6 eV This/ Ce7e T/ic--f (S1 6/'C
5 ek4'D) ef.-62 w ire eW - F,, tat i
710e 5 Ted f/' t &tt
"cot. ' LL%Rd-ei"'
INITIALS
t /b/
(e 6,1—re - L V'M ,1'D
,€-c olt -P A • C. v e Ari" t 11:
(� rta.sse;r
`odf (� 1— c: C.to5e 1' ` p'eke+- c oot5
Dec.' 6/(40 t+er
c(oSof-
.t
r"oo w.
e6 wcte -r r000-
Acti t.ovik 01 - il+-600,‘
CRITIQUE SHEET
JOB ADDRESS 1 D'2: 53- t t5 c yove duo.
APPLICANT 5C ffE !Pe-
IU G--.) loo Lt se"
PERMIT NO.
ADDRESS:
MIAMI SHORES VILLAGE
.BUILDING t ZONING DEPARTMENT'
SECTION
ZONING
ELECTRICAL •
MECHANICAL
PLUMBING
FIRE
BY DATE
PUBUC WORKS
STRUCTURAL
BUILDING OFFICIAL
1. Sub3ect to compliance with eit Federal. Matt
Coo nl .pal tot torn c Village assume
these plans.
2. This copy of plans must ba auattabta c
biding site at as Inspection *tit be conducts
DATE MATING ' COMMENTS INITIALS
3/0 3 t4 EE ev rTiot/ ce 77-,'(4)49' r--& (51 G wc 1
5 Gfn) ,c' "Q cc - F i.
Lova
C� 71 D e 5 e---reAck pg e' tip ?
,j.o 6c-
/JOOc_ J.7.5 1 cost.-e' rJ ellc `
�-a le„e -eo `'41 A• c,
ID M as$e4 b 4:+IA t i/ la * r. oo wti
� t, (ce�- oo rs �
tp(ao <"J H-5 Ckt5e4 e ,� c
(aiuD (4-et e(0 5c f-
ne tdc:e -r r o 0'4'
f e j ,t.ovA. o 1 l-kf oo wk
BUILDING AND ZONING DEPARTMENT
10050 N.E. SECOND AVENUE
MIAMI SHORES. FLORIDA 33138.2382
TELEPHONE (305) 795 -2204
FAX 1305) 758.8972
RECEIPT
contractor/owner, picked up 2 sets of plans for
the Building and Zoning Depari ut-ori (loth)
to have corrections done to plans and/or get county sumps. I
understand that the plans need to be brought back to Miami Shores Building and Zoning to
continue the permitting process.
Signature
DATE
q/-16.
CRITIQUE SHEET
COMMENTS uNmALS
�z 6'7' /kyv c. r 1 F/ E-
PO)$eJ Goy Je�� -
i10± 6 � 4/4-7-6\4.. cri4ccoYe
FeA re-1c((rcc('.
•
POOL REQUIREMENTS:
SELF - CLOSING/ SELF LOCKING
GATES REQUIRED
FENCE: 4' HIGH (MIN.)
AND NON-CLIMBABLE
IF NEIGHBORS REMOVE FENCE/
WALL, OWNER MUS 1 K FLACE
WITH A 4' FENCE ON
OWNER'S PROPERTY .
5- {
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No: P 03-.'-; /11t83
*job •Name '
BUILDING CRITIQUE SHEET
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. I3P 03-- //
Job Name '
BUILDING CRITIQUE SHEET
Miami Shores Village v/p
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. BP 03-l/IM
Job Name
BUILDING CRITIQUE SHEET
e -1-1.1./e5
.7- al ) /rAtiAi-jc
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. .13p 03 -/lye
Job•Name
BUILDING CRITIQUE SHEET
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. t3P I 1-1
Job Name
STRUCTURAL CRITIQUE SHEET
/
�® /- 5 4414, delo7-11 ,97 7L-64/.15 e9/L)
lAtivdir s z4
Q) // io
Ce11,54tCA01---t; 4/14<#9/1, ty ,101-11
littid 000 4e-Pite F 1 tet'd zee
J s Craf'
rovrect 1048
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. 03- l! 4t
Job Name IVEw J M
'?' ` °I7/a3
STRUCTURAL CRITIQUE SHEET
e C55 L✓al! (FA. e -/) — ce?'yi ci re /e cap / have 2.-41:5- e411.1=.
�7
44 14 is the spa c /;41 ore lke '' * V'erii cad in Ailed eell 7
feel/M's 47- /6 x16 Heti. 6.01. rre�tl bd 24 x 24"x tea" 'win.
& ig 3 #5 ea •way. er4ia.l reil4,ar- iel /M e01 )10 be
414 w f 3 lies 12". Ra k e a we /441 bay/ beau
�, Ccap) h 6e ce o f. Mtn( f .
Motsa4r7 wit! /repaires Jiorsjoi.fal reinArclity or,14
4i/en/tale ),i1S-.s (/d "c c.) ta 4 ' or & 4 ex/ended
4" in lb cols.
4
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax:, (305) 756.8972
Permit No..
' (37 /T
P/111‘ Job Name
ril-ter-ae
STRUCTURAL CRITIQUE SHEET
ivy" ,�;� � .1* /9"/ 9-11-641,15
107
A , mow f' _
ill IA 0
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. G 3 - // 4t
Job Name A /Gv S.F2
h' /0./7 /03
STRUCTURAL CRITIQUE SHEET
1,11: C55 Wadi Caere /e Co , / i4u/!e 2.415 Cma'.
/(414,- /s /he spat rn j ore Me. 1* Verrl-ie.al z6lGed eel/7
3 PooliU,p , g a- lG H fo 6a,/ be Z4 je Z4 Icy" rn/A?,
Q K tviVA 3 #s • way. VerLi4.1 r eii4 rc ice, /.1 co! /o be
4 di6 u'% 41'3 lies 0 12 ". Rake a w o /-r /11,411 b be0,44
(ca,") fa he c t Hint c.d.
✓ ) MAie4ry sad /rape✓ -es /fore,o'4.4l TTiJ rcaiv
41/eel/tale )®ie4h ( /d "o•c) "'De-welt/41P' or i°tz.4.44 ex /ended
4" i1 iel cols
4 a
.I
GATE
CRITIQUE SHEET
CAMMEN7 S
zci' -ri ry c. .11FIc4rE
INITIALS
ro 4foo- e �.�.-
• ito± 6i. ekti ro - "it4c... e
6O ' Fe1.1Ce. (-eoffc.freC(
POOL REQUIREMENTS:
SELF CLOSINC/ SELF L-ACKINC
GATES REQUIRED
FENCE: 4' HIGH (MIN.)
AND NUN- ULiMBAbLE
IF NEIGHBORS REMOVE FENCE/
WALL, vwNER Mu51 KhtLAUt
WITH A 4' FENCE ON
OWNERS PROPER! r .
T %v cc 1/414t '1' ; ..
r
X10 .9m0 0 /T T
3WI1 39tid 3Wd
3000 14101 X21�X1 321015
1 T8T NtlZ * * * * *fl
9LV9V92.90£6
N0I1d001
=30tid 2102213
XJ. 9:1T 9'80 088
3WI1 '0N
3QOW 121d1S 31I d
—: — =NQWI1
ZL6895290£: X43 dJtj'I 1I11- S3210HS- I Wd I W :0I 9:11 80, 9&'80 31111 1N I21d
* ** 1210d321 NOISSIWSN0Q11 * **
•
V77,2W3,-//2
To:
Mr. CURTIS
Miami Shores Village, Bldg Dot
Front
Fit Victor C Schelde (305) 794 5506
Fax
Date: Friday, February 06,2004
Phone
Pages: ( J (including cover)
Re 10255 Biscayne SW. Permit # BP-1 148 CC
Ft Urgent M For Review RI Please Comment CI Please Reply 13 Please Recyde
Ifyou do not receive the tolal number of pages as stated above, please contact our office imrpediately.
Ic.CIMMEM.
PERMIT #8P4148 Project Address: - I0255Biscayne-RIIK/
'sorted the Tags Engineering pages as you requestedfor inspectionActe_alsolncludedthe rhissing_pages. You're
receiving (1) set of Engineering sorted as shown on plan for Inspection and one copy in page number order.
Thank you in advance,
Victor C Schelde
A4144444 c-ClecaTtllar
BUILDING AND ZONING DEPARTMENT
10050 N.E. SECOND AVENUE_,
MIAMI SHORES, FLORIDA •33138-2382
TELEPHONE (30.5)'795 -2204
FAX (305). 756 -8972
RECEIPT
l I, 4 €0)01X- contractor/owner, picked up 2 sets of plans for
(mss) /a5, ,4.2 from the Building and Zoning Department on (date)
i 'odF to have corrections done to plans and/or get County stamps. I
understand that the plans need to be brought back to Miami Shores Building and Zoning to
continue the permitting process.
Signatmo
Miami Shores Village
Building Department
. 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Te1q305) 795.2204
Fax: (305) 756.8972
peniihNo: 63.q)94.
JobVathe .
BUILDING CRITIQUE SHEET
Tr 55 Avem,--emeiA/c,
Best Truss Company
7035 SW 44 ST
Miami
FL $3155
Project:
Model:
Block No:
Lot No:
Contact
Site
Office
Name:
Phone:
Fax:
To: Truss List
AARON BLDR. & DEV.
655 NW 100 ST. • Job
MIAMI, FL. Page: 1 of 1
Date: 11/24/03
Project 3K10
Deliver To:
Account No:
10255 BISCAYNE BLVD.
Designer: btc
MIAMI SHORES,FL.
Salesperson
Deliver To Address3
Quote
Tentative Delivery Date:
Material Summary Includes the following
The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2000
software
Pages or sheets covered by this seal: 0001 thru 0063 Total: 63 drawings
With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15-31
section 003 of The Florida Board of Professional Regulations.
Truss Truss Truss Truss
0001 CJ17
0005 CJ7
0009 H2
0013 H6
0017 HG2
0021 HG6
0025 HH2
0029 HHG1
0033 J11A
0037 J3
0041 J5
0045 J8
0049 M3
0053 T4
0057 V19-0
0061 V5-0
0002 CJ4
0006 CJ8
0010 H3
0014 H7
0018 HG3
0022 HG7
0026 HH3
0030 J1
0034 J2
0038 J3A
0042 J5A
0046 J9
0050 T1
0054 V12 -0
0058 V23-0
0062 V7-0
0003 CJ4A
0007 H1
0011 H4.
0015 H8
0019 HG4
0023 HG8
0027 HH4
0031 J10
0035 J2A
0039 J3B
0043 J6
0047 M1
0051 T2
0055 V12 -0A
0059 V4-0
0063 V8 -0
0004 CJ4B
0008 H12
0012 H5
0016 HG1
0020 HG5
0024 HH1
0028 HH5
0032 J11 -
0036 J2B
0040 J4 C/j i p
0044 J7 N ^
0048 M2.?#'01N144.
0052 T3 O y N
.S. 4C"11-1- 4i
0056 V15-0 0 1...W E
ttoy L°0b
0060 V4-0A / V c
HM
BEST TRUSS CO.
,- 7035 SW 44 ST.
MIAMI, FL 33175
Phone: 305 -667 -6797 Fax: 305- 667 -0592
To:
AARON BLDR. & DEV.
655 NW 100 ST.
MIAMI, FL.
Production List
Job Number
Page: 1
Date: 11 -24 -2003 - 8:34:25 AM
Project ID: 3K10
Project: Block No:
Model: Lot No:
Contact:
Site:
Office:
Deliver To:
10255 BISCAYNE BLVD.
Account No:
Designer mtm
Salesperson:
Quote Number:
Name:
Phone:
Fax:
Tentative Delivery Date:
Profile:
Qty:
Truss Id:
Span:
Truss Type:
Slope:
LOH
ROH
Built By:
2
CJ17
125 lbs. each
17 -6 -11
2X6/2X6
ROOF TRUSS
2 Rows Lat Brace
6 - 5 -.2
3.54
0.00
2 -9 -15
0 -0 -0
58 BF -Ea 116 Total
2
CJ4
23 lbs. each
4 -0 -4
ROOF TRUSS
2 - 9 - 9
4.60
0.00
2 -2 -1
0 -0 -0
12 BF -Ea 24 Total
G�
-_
5
1
2
2
CJ4A
28 lbs. each
CJ4B
29 lbs. each
CJ7
40 lbs. each
CJ8
32 lbs. each
4 -2 -3
2X6/2X4
4 - 6 -1
2X6/2X4
7 -0 -2
2X6 /2X4
8 -5 -1
ROOF TRUSS
ROOF TRUSS
ROOF TRUSS
ROOF TRUSS
2 - 5 -13
3.54
0.00
2 - 7 - 0
3.54
0.00
3 - 3 -13
3.54
0.00
2 -11 -11
3.54
0.00
2 -9 -15
2 - 9 -15
2 -9 -15
c2 -7 -6
0 -0 -0
0 -0 -0
0 - 0 - 0
0 -0 -0
0 -0 -0
15 BF -Ea 73 Total
15 BF -Ea 15 Total
20 BF -Ea 39 Total
-i
17 BF -Ea 33 Total
1
111
138 lbs. each
25 -10 -0
ROOF TRUSS
4 - 2 -1
5.00
0.00
2 -0 -0
2 -0 -0
65 BF -Ea 65 Total
1
1112
59 lbs. each
12 -0 -12
ROOF TRUSS
3 - 0 -1
5.00
0.00
2 -0 -0
0 -0 -0
29 BF -Ea 29 Total
1
112
139 lbs. each
25 -10 -0
ROOF TRUSS
5 - 0 -1
5.00
0.00
2 -0 -0
2 -0 -0
65 BF -Ea 65 Total
/\
1
113
131 lbs. each
25 -10 -0
ROOF TRUSS
5 -10 -1
5.00
0.00
2 -0 -0
2 -0 -0
63 BF -Ea 63 Total
114
70 lbs. each
14 -8. -0
ROOF TRUSS
3 - 4 -1
5.00
0.00
2 -0 -0
2 -0 -0
35 BF -Ea 35 Total
-
1
115
77 lbs. each
14 -8 -0
ROOF TRUSS
4 - 2 -1
5.00
0.00
2 -0 -0
2 -0 -0
36 BF -Ea 36 Total
1
116
240 lbs. each
40 -8 -0
ROOF TRUSS
7 - 4 - 0
5.00
0.00
0 -0 -0
2 -0 -0
111 BF -Ea 111 Total
LL!
n:
�,
,DI``
H7
229 lbs. each
40 -8 -0
ROOF TRUSS
2 Rows Lat Brace
8 -2 -0
5.00
0.00
0 -0 -0
2 -0 -0
109 BF -Ea 217 Total
�,-
\
�` -
_
,�
�I,I,
ki\
118
243 lbs. each
40 - 8 - 0
ROOF TRUSS
6 Rows Lat Brace
9 - 0 - 0
5.00
0.00
0 - 0 - 0
2 - 0 - 0
115 BF -Ea 229 Total
z
�,I,/\
�I, I\
1
HG1
178 lbs. each
25 -10 - 0
2X6/2X6
ROOF TRUSS
2 Rows Lat Brace
55.00 6
0.00
0 - 0 - 0
0 - 0 - 0
BF Ea 84 Total 0 .,
0 "
1
11G2
171 lbs. each
25 -10 -0
2X6/2X6
3
ROOFTRUSS
- 4 -1
5.00
0.00
2 -0 -0
2 -0 -0
78 BF -Ea 78 Total cc - ;
L11 C;
CO
1
11G3
77 lbs. each
14 -8 -0
2-
ROOF TRUSS
6 -1
5.00
0.00
2 -0 -0
2 -0 -0
39 BF -Ea 39 Total W u"
J�U
1
11G4
69 lbs. each
15 -4 -12
2
ROOF TRUSS
-11 -15
5.00
0.00
c1 -10 -10
0 -0 -0
c1- 10 -1.0
0 -0 -0
33 BF -Ea 33 Total
1
HG5
70 lbs. each
13 -0 -0
2
ROOF TRUSS
- 6 - 1
5.00
0,00
2 -0 -0
2 -0 -0
35 BF -Ea 35 Total
/1- £+. 03
BEST TRUSS CO.
7035 SW 44 ST.
MIAMI, FL 33175
Phone: 305- 667 -6797 Fax: 305- 667 -0592
To.
AARON BLDR. & DEV.
655 NW 100 ST.
MIAMI, FL.
Production List
Job Number:
Page: 2
Date: 11 -24 -2003 - 8:34:26 AM
Project ID: 3K10
Project: Block No:
Model: Lot No:
Contact:
Site:
Office:
Deliver To:
10255 BISCAYNE BLVD.
Account No:
Designer:
Sal esP e on: unit'
Quote Number:
Name:
Phone:
Fax:
Tentative Delivery Date:
Profile:
Qty:
Truss Id:
Span:
Truss Type:
Slope:
LOH
ROH
Built By:
2
(1) 2 -Ply
HG6
275 lbs. each
40 -8 -0
2X4/2X6
ROOF TRUSS
2 Rows Lat Brace
6 - 7 -12
5.00
0.00
0 -0 -0
0 -0 -0
126 BF -Ea 251 Total
'I�11
\�I�'\
2
(1) 2 -Ply
HG7
80 lbs. each
13 -4 -8
2X6/2X6
ROOF TRUSS
2 - 2 - 3
3.51
0.00
0 -0 -0
0 -0 -0
39 BF -Ea 78 Total
(1) 2 -Ply
HG8
275 lbs. each
40 -8 -0
2X4/2X6
ROOF TRUSS
4 Rows Lat Brace
6 - 5 - 6
5.00
0.00
2 -0 -0
2 -0 -0
129 BF -Ea 258 Total
. 1
\,I I I\
��
2
BIB
81 lbs. each
14 - 5 - 8
ROOF TRUSS
55 00 1
0.00
2 - 0 - 0
0 - 0 - 0
39 BF -Ea 77 Total
_
/�
2
11112
83 ms. each
14 -5 -8
ROOF TRUSS
5 -10 -1
5.00
0.00
2 -0 -0
0 -0 -0
41 BF -Ea 81 Total
2
IBM
88 lbs. each
14 -5 -8
ROOFTRUSS
6 - 8 -1
5.00
0.00
2 -0 -0
0 -0 -0
43 BF -Ea 85 Total
HIM
74 lbs. each
14 -5 -8
ROOFTRUSS
3 - 4 -1
5.00
0.00
2 -0 -0
0 -0 -0
37 BF -Ea 37 Total
_
/-
\
11115
75 lbs. each
14 -5 -8
ROOF TRUSS
1 Row Lat Brace
4 - 0 -1
5.00
0.00
2 -0 -0
0 -0 -0
35 BF -Ea 35 Total
i
HHG1
78 lbs. each
14 -5 -4
2X6/2X4
ROOF TRUSS
2 - 6 -1
5.00
0.00
2 -0 -0
0 -0 -0
s 0 - 0 - 4
39 BF -Ea 39 Total
20
Ji
11 lbs. each
1 -0 -0
,/2X4
ROOF TRUSS
1- 8 -1
5.00
0.00
2 -0 -0
0 -0 -0
6 BF -Ea 120 Total
2
J10
55 lbs. each
10 -5-0
ROOFTRUSS
5 0 - 7
5.00
0.00
0 -0 -0
0 -0 -0
27 BF -Ea 55 Total
45-10-1
2
Jll
59 lbs. each
11 -0 -0
ROOF TRUSS
5.00
0.00
2 -0 -0
0 -0 -0
28 BF -Ea 56 Total
..------------
',I
J11A
66 ms. each
11 -10 -8
ROOF TRUSS
5 - 9 -12
5.00
0.00
0 -0 -0
0 -0 -0
32 BF -Ea 288 Total
J2
15 lbs. each
2 -4 -6
,/2X4
ROOF TRUSS
2 - 2 -13
4.97
0.00
•
2 -0 -2
0 -0 -0
8 BF -Ea 16 Total
2
J2A
14 lbs. each
2 -3 -2
,/2X4
ROOF TRUSS
2 -2 - 6
5.00
0.00
2 -0 -0
0 -0 -0
8 BF -Ea 16 Total
4
J2B
6 lbs. each
2 -0 -0
ROOF TRUSS
1 -3 -15
5.00
0.00
c2 -0 -12
0 -0 -0
0 -0 -0
4 BF -Ea 16 Total
d
-..0,►
1
J3
20 lbs. each
3 -9 -0
,/2X4
ROOF TRUSS
2 - 9 -13
5.00
0.00
2 -0 -0
0 -0 -0
11 BF -Ea 11 Total
10
J3A
17 lbs. each
3 -0 -0
,/2X4
ROOF TRUSS
2 - 6 -1
5.00
0.00
2 -0 -0
0 -0 -0
9 BF -Ea 87 Total
17
J3B
17 lbs. each
3 -0 -0
,/2X4
ROOF TRUSS
2 - 6 -1
5.00
0.00
2 -0 -0
0 -0 -0
9 BF -Ea 147 Total
(1
4
J4
14 lbs. each
4 -0 -0
ROOF TRUSS
2 -1 -15
5.00
0.00
c1 -10 -10
0 -0 -0
0 -0 -0
7 BF -Ea 29 Total
1,- ,$.f. -O3.
BEST TRUSS CO.
7035 SW 44 ST.
MIAMI, FL 33175
Phone: 305- 667 -6797 Fax: 305- 667 -0592
To:
AARON BLDR. & DEV.
655 NW 100 ST.
MIAMI, FL.
Production List
Job Number.
Page: 3
Date: 11 -24 -2003 - 8:34:27 AM
Project ID: 3K10
Project: Block No:
Model: Lot No:
Contact:
Site:
Office:
Deliver To:
10255 BISCAYNE BLVD.
Account Na:
Designer mtm
Salesperson:
Quote Number:
Name:
Phone:
Fax:
Tentative Delivery Date:
Profile:
Qty:
Truss Id:
Span:
Truss Type:
Slope:
LOH
ROH
Built By:
9
J5
25 lbs. each
5 -0 -0
,/2X4
ROOF TRUSS
3 - 4 -.1
5.00
0.00
2 -0 -0
0 -0 -0
12 BF -Ea 108 Total
lj
J5A
25 lbs. each
5- 0- 0
,/2X4
ROOF TRUSS
3 - 0 -1
5.00
0.00
2- 0- 0
b- 0- 0
12 BF -Ea 48 Total
3
J6
20 lbs. each
6 -0 -0
ROOF TRUSS
11
5.00 0
0.00
0- -0 -10
0 -0 0 -0
0 -0. -0
10 BF -Ea 30 Total
�d
J7
33 lbs. each
7 -0 -0
,/2X4
ROOF TRUSS
4 - 2 -1
5.00
0.00
2 -0 -0
0 -0 -0
15 BF -Ea 61 Total
I
2
J8
45 lbs. each
8 -5 -0
ROOF TRUSS
4 - 4 - 7
5.00
0.00
0 -0 -0
s 0 - 7 - 0
0 -0 -0
22 BF -Ea 44 Total
2
J9
49 lbs. each
9 -0 -0
ROOF TRUSS
5 0 -1
5.00
0.00
2 -0 -0
0 -0 -0
23 BF -Ea 47 Total
2
M1
14 lbs. each
2 -1 -13
ROOF TRUSS
2 -1 -12
4.97
0.00
2 -0 -2
0 -0 -0
8 BF -Ea 16 Total
'�
7
M2
80 lbs. each
14 -5 -8
ROOF TRUSS
7 Rows Lat Brace
7 - 3 - 6
5.00
0.00
2 -0 -0
0 -0 -0
39 BF -Ea 271 Total
_
5
M3
20 lbs. each
3 -2 -I2
ROOF TRUSS
2 - 7 - 3
5.00
0.00
2 -0 -0
0 -0 -0
11 BF -Ea 53 Total
4
T1
66 lbs. each
14 -5 -8
ROOF TRUSS
4 - 3 -12
5.00
0.00
2 -0 -0
0 -0 -0
32 BF -Ea 128 Total
�.�
���
2
T2
249 lbs. each
0
2X612X4
ROOF TRUSS
9 - 8 -12
5.00
2 - 0 - 0
0 - 0 - 0
115 BF -Ea 231 Total
2
T3
69 lbs. each
15 -4 -12
ROOF TRUSS
3 -8 -7
5.00
0.00
c1 -10 -10
0 -0 -0
c1 -10 -10
0 -0 -0
33 BF -Ea 67 Total
3
T4
60 lbs. each
12 -0 -12
ROOF TRUSS
3 - 11 - 9
5.00
0.00
2 -0 -0
0 -0 -0
30 BF -Ea 90 Total
1
1
V12-0
44 lbs. each
V12 -0A
37 lbs. each
12 -0 -0
2X4/2X6
12 -0 -0
ROOF TRUSS
ROOF TRUSS
1- 7 - 6
3.51
0.00
2 - 6 - 0
5.00
0.00
0 -0 -0
0 -0 -0
0 -0 -0
0 -0 -0
21 BF -Ea 21 Total
17 BF -Ea 17 Total
/
I��3
1
1715-0
51 lbs. each
16 -0 -0
ROOF TRUSS
- 4 - 0
5.00
0.00
0 -0 -0
0 -0 -0
23 BF -Ea 23 Total
1
1
V19 -0
68 lbs. each
V23-0
84 lbs. each
20 -0 -0
24 -0 -0
ROOF TRUSS
ROOF TRUSS
4 - 2 - 0
5.00
0.00
5 - 0 - 0
5.00
0.00
0 -0 -0
0 -0 -0
0 -0 -0
0 -0 -0
33 BF -Ea 33 Total
39 BF -Ea 39 Total
,l'_,_
2
V4-0
lO lbs. each
4 -0 -0
ROOF TRUSS
0 -10 - 0
5.00
0.00
0 -0 -0
0 -0 -0
5 BF -Ea 11 Total
itifl
1
V4-0A
12 lbs. each
4 -0 -0
ROOF TRUSS
i 8- 0
5.00
0.00
0 -0 -0
0 -0 -0
7 BF -Ea 7 Total
N_ Z+ -O3.
BEST TRUSS CO.
7035 SW 44 ST.
MIAMI, FL 33175
Phone: 305- 667 -6797 Fax: 305- 667 -0592
To:
AARON BLDR. & DEV.
655 NW 100 ST.
MIAMI, FL.
Production List
Job Number
Page: 4
Date: 11 -24 -2003 - 8:34:28 AM
Project ID: 3K10
Project: Block No:
Model: Lot No:
Contact:
Site:
Office:
Deliver To:
10255 BISCAYNE BLVD.
Account No:
Designer mtm
Salesperson:
Quote Number
Name:
Phone:
Fax:
Tentative Delivery Date:
Profile:
Qty:
Truss Id:
Span:
Truss Type:
Slope:
LOH
ROH
Built By:
1
V5-0
21 lbs. each
6- O- 0
ROOF TRUSS
2 - 6 -.0
5.00
0,00
0- 0- 0
0- 0- 0
10 BF -Ea 10 Total
1
V7 -0
29 lbs. each
8 -0 -0
ROOF TRUSS
3 - - 0
5.4-
0.00
0 -0 -0
U -0 -0
14 BF -Ea 14 Total
2
V8-0
24 lbs. each
8 -0 -0
ROOF TRUSS
1- 8 - 0
5.00
0.00
0 -0 -0
0 -0 -0
12 BF -Ea 24 Total
to/
/1- 2 + -Da.
Job a
3K10
Truss
CJ17
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLDRS.
0001
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MITek Industries, Inc. Mon Nov 24 08:36:56 2003 Page 1
1 - 2 -9 -15 1 6 -5 -10 11 -10 -7 17 -6-11
1 1
2 -9 -15 6 -5-10 5-4-12 5-8-4
1
Scale = 1:34.8
3x6 11
6 7
I
i
9x10 MI118H;
5
4x7 -
A
..
3x4 ;
3.54112 3 4
212
i,, 2x411
a1
do
`B
P
4x5 ..=
10 9
8
2x4 I1 7x10 -
4x7 -
1 -2 -6-15 1 6 -5-10 11 -10 -7 17 -6 -11
1 1
2 -6 -15 6 -5-10 5-4-12 5-8-4
1
Plate Offsets (X,Y): (1:0-2-3,0-1-01,18:0-3-4,0-2-01,19.0-4-12,0-4-81
LOADING (psf)
SPACING 2 -0-0
CSI
DEFL in (Ioc) I/defl Ud
PLATES
GRIP
TCLL 36.0
Plates Increase 1.33
TC 0.94
Vert LL 0.13 9-10 >999 360
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.60
Vert(TL) 0.15 1 >246 180
MII18H
195/188
BCLL 0.0
Rep Stress Incr NO
WB 0.97
Horz(TL) 0.05 8 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matra)
Weight 126 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3 -11 -15 oc purlins.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5 -8
OTHERS 2 X 4 SYP No.3
REACTIONS (lb /size) 8= 2803 /Mechanical, 2= 1667/0 -10-4
Max Horz2= 1117(load case 2) Upiift8=- 1931(Ioad case 2), 2= 1159(Ioad case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1- 12 =51, 2- 12 =51, 2 -3=- 3689, 3-4= -2759, 4-5=- 2735, 5- 6=163, 6 -7 -30
BOT CHORD 2- 10= 3440, 9-10= 3440, 8- 9=2576
WEBS 3- 10 =98, 3-9= 951, 5-9 =737, 5-8=-3105, 6-8=-890
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone :Lumber DOL =1.33
plate grip DOL =1.33.
2 All plates are MI120 plates unless otherwise indicated.
3 Refer to girder(s) for truss to truss connections.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1931 Ib uplift at joint 8 and 1159 Ib uplift
at joint 2.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-12=-90.0
Trapezoidal Loads (plf)
Vert: 12=0.0-to-7=-395.1, 2=-1.7-to-8=-87.8
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -12 =174.7
Horz: 1-12=-184.7
Trapezoidal Loads (plf)
Vert: 12= 95.3 -to-2= 101.9, 2=-0.5-to-6=336.1, 6= 438.6 -to -7= 443.9, 2=-0.8-to-8=-43.9
Horz: 12= 95.3- to -2=- 102.7, 2=-0.3-to-3=-137.5, 3=-137.5-to-6=-379.4, 6=- 481.8 -to -7= -487.8
Job
3K10
Truss
CJ4
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLDRS.
0002
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 W:36:57 2003 Page 1
1 -2 -2 -1
1 4-0-4 2x4 I I
S--I
2 -2 -1
4-0-4
4
S
rill
IN
: -
1:10.8
4.60112
3
2
'
./,
2x4 11
■
1
IIIIIIIIIPI"' 4100
3x4
ill
6
1
3x6 1 I
2x4 I I
4-0-4
- 1 -11 -12
1
1 -11 -12 4.0.4
Plate Offsets (X,Y): (2:0- 3- 3,0 -3-2J
LOADING(p
SPACING 2 -0 -0
CSI
DEFL in (loc) I/defl Lid
PLATES GRIP
TCLL 36.0
TCDL 15.0
Plates Increase 1.33
Lumber Increase 1.33
TC 0.81
BC 0.04
Vert(LL) n/a - n/a 999
Vert(TL) 0.16 1 >161 180
M1120 249/190
BCLL 0.0
Rep Stress Incr NO
WB 0.02
Horz(TL) 0.00 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 24 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-4 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 1-11-4
REACTIONS (Ib /size) 2= 308/0 -7 -13, 6= 102/Mechanical
Max Horz2= 164(load case 2)
Max Uplift2=- 472(load case 2), 6- 39(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=43, 2-3=-52, 3- 4=-25, 4-5=-8
BOT CHORD 2-6 =0
WEBS 4-6=-76
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 Ib uplift at joint 2 and 39 Ib uplift at
joint 6.
4) This truss design conforms with Florida. Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=-90.0
Trapezoidal Loads (plf)
Vert 2=0.0-to-5=-90.5, 2=0.0-to-6=-20.1
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- 2=174.7
Horz: 1- 2= -184.7
Trapezoidal Loads (plf)
Vert: 2=-13.4-to-4=74.9, 4= 168.9 -to-5= 175.2, 2= 0.0 -to-6 =10.1
Horz: 2=13.4-to-3=-32.2, 3=-32.2-to-4=-84.2, 4=-178.3-to-5=-185.3
Job
3K10
Truss
CJ4A
Truss Type
ROOF TRUSS
Qty
5
Ply
1
AARON BLDRS.
0003
ob Reference optional)
Best Truss CO., Miami, H. 5.100 s Mar 25 200 MiTek Indus es, Inc. Mon Nov 24 08:36:57 2003 Page 1
- 2 -9 -15 4-2 -3
2 -9 -15 4-2 -3
Sca�l2
e4 4LI :11.6
3
3.5412
■
2
ti
7
2x411
'_
1
■
W
5
3x4 —
2x4 11
1 -2 -6-15 4-2 -3
1
2 -6 -15 4-2 -3
1
Plate Offsets (X,Y): [1:0- 2- 3,0 -1-0]
LOADING (psi')
SPACING 2 -0-0
CSI
DEFL in (loc) Udefl L/d
PLATES
GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.80
Vert(LL) n/a - n/a 999
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.04
Vert(TL) 0.26 1 >142 180
BCLL 0.0
Rep Stress Incr NO
WB 0.01
Horz(TL) 0.00 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 28 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-2 -3 oc puriins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib /size) 2= 435/0 -10-4, 5= 46/Mechanical
Max Horz2= 175(Ioad case 2)
Max Uplift2= 751(load case 2)
Max Grav2= 435(Ioad case 1), 5= 81(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -7=44, 2 -7=45, 2-3=-63, 3-4= -7
BOT CHORD 2 -5 =0
WEBS 3-5=-20
NOTES
1) Wind: ASCE 7 -98; 146mph; h=20ft TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33
plate grip DOL =1.33.
2 Refer to girder(s) for truss to truss connections.
3 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 751 Ib uplift at joint 2.
4 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert: 1 -7 =90.0
Trapezoidal Loads (pif)
Vert: 7=0.0-to-4=-94.1, 2=-1.8-to-5=-20.9
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -7 =174.7
Horz: 1-7=-184.7
Trapezoidal Loads (plf)
Vert: 7=86.2-to-2=93.5, 2=-0.5-to-3=78.8, 3= 172.8 -to-4= 178.8, 2=-0.9-to-5=-10.5
Horz: 7=-86.2-to-2=-94.4, 2=-0.34o-3=-88.6, 3=-182.6-to-4=-189.2
Job
r
3K10
Truss
CJ4B
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
Job Reference (optional)
0004
Best Truss CO., Miami, Fl. 5.100 s Mar25 2003 MiTek Industries, Inc. Mon Nov 24 08:36:5/2003 Page 1
1 - 2 -9 -15 4-6-1
1
2 -9 -15 4-6-1
1
Scd' 41:12.1
3
3.54112
.
.
2
7
2x4 II
XX
SP
_
�
.
'
5
3x4 =
2x4 I I
-2 -6-15 4-6 -1
1
2 -6-15 4-6 -1
Plate Uifsets (X,Y): (1:0- 2- 3.0 -1-0J
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) Udefl Ud
PLATES
GRIP
TOLL 30.0
Plates Increase 1.33
TC 0.79
Vert(LL) n/a - n/a 999
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.04
Vert (TL) 0.27 1 >138 180
BCLL 0.0
Rep Stress Incr NO
WB 0.01
Horz(TL) 0.00 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 30 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-6-1 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib /size) 2= 436/0 -10-4, 5= 80/Mechanical
Max Horz2= 187(Ioad case 2)
Max Uplift2= 738(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -7 =44, 2 -7=45, 2- 3=-63, 3-4= -9
BOT CHORD 2 -5 =0
WEBS 3-5=-52
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33
plate grip DOL =1.33.
2 Refer to girder(s) for truss to truss connections.
3 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 738 Ib uplift at joint 2.
4 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-7=-90.0
Trapezoidal Loads (plf)
Vert: 7= 0.0- to-4=- 101.4, 2= 1.7 -to -5 =20.9
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -7 =174.7
Horz 1- 7= -184.7
Trapezoidal Loads (plf)
Vert: 7 =86.2 -to -2 =93.5, 2=-0.5-to-3=84.5, 3= 178.6 -to-4= 186.0, 2=-0.8-to-5=-10.4
Horz: 7=-86.2-to-2=-94.4, 2= 0.3 -to-3= 95.0, 3=-189.0-to-4=-197.2
Job
t
3K10
Truss
CJ7
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLURS.
0005
Job Reference optional)
Best Truss CO., Miami, H. 5.100 s Mar 25 200 Mi fek Indus I 'es, Inc. Mon Nov 24 08:36:58 2003 Page 1
1 - 2 -9 -15 1 7 -0 -2
2 -9-15 7 -0-2
I
Scale = 1:16.5
2x4 11
4
3
3.54112
•
8 2
2x4 11
•
-
b
.
6 5
'
3x4 -
2x4 11
-2 -6-15 � 7 -0-2
2 -6-15 7 -0 -2
Plate Offsets (X,Y): 11:0- 2- 3.0 -1 -0]
LOADING (psf)
SPACING 2 -0 -0
CSI
DEFL in (loc) Udefl Ud
PLATES
GRIP
TCLL 39.0
Plates Increase 1.33
TC 0.79
Vert LL 0.05 2-6 >999 360
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.31
Vert(TL) 0.27 1 >136 180
BCLL 0.0
Rep Stress Incr NO
WB 0.09
Horz(TL) 0.00 Na n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 41 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib /size) 2= 538/0 -10-4, 5= 380 /Mechanical
Max Horz 2= 293(load case 2
Max Uplift2= 719(load case 2), 5- 235(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -8=44, 2 -8=45, 2-3=-78, 3 -4=-15
BOT CHORD 2-6 =0, 5-6 =0
WEBS 3-6=-313
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 719 Ib uplift at joint 2 and 235 Ib uplift at
joint 5.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads pif)
Vert: 1-8=-90.0
Trapezoidal Loads (plf)
Vert: 8=- 0.0- to-4 =- 157.8, 2=-1.7-to-5=-35.1
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads plf)
Vert: 1-8=174.7
Horz: 1-8= -184.7
Trapezoidal Loads (pif)
Vert: 8= 88.1 -to -2 =95.3, 2=-0.5-to-3=136.9, 3= 232.7 -to- 4=239.9, 2- 0.8 -to -5 =17.5
Horz: 8=-88.1-to-2=-96.2, 2=-0.3-to-3=-153.5, 3= 249.4 -to-4= -257.4
Job
3K10
Truss
CJ8
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLDRS.
0006
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Nov 24 08:36:58 2003 Page 1
-4 -3-10 2 -11 -5 4-11 -0 8-5 -1
I 1
0 -3-0 2 -11 -5 1 -11 -11 3-6 -1
2x4 i1Scale = 1:16.4
4 5
1
3.54112
um
2x4 11
3
,-
2x4 11
2
N
•
1
2x4 =
E-
6
2x4 11
2x4 I I
2x4 11
2 -6 -3 4-11 -0 8-5-1
1� I
2-6-3 0 -5-2 1 -11 -11 3-6 -1
LOADING (psf)
SPACING 2 -0-0
CSI
DEFL in (loc) Vdefl Ud
PLATES GRIP
TCLL b0
Plates Increase 1.33
TC 0.35
Vert(LL) 0.14 1 >266 360
MII20 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.47
Vert(TL) 0.13 1 >287 180
BCLL 0.0
Rep Stress Incr NO
WB 0.13
Horz(TL) 0.00 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight 33 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb /size) 8=221/0 -10-4, 7= 433/0 -10-4, 6= 327/Mechanical
Max Horz 8= 306(Ioad case 2) Uplift8 — 636(load case 2), 7= 242(load case 2), 6=-363(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =28, 2 -3=35, 3- 4=47, 4 -5=-14
BOT CHORD 1-8=0, 7 -8=0, 6-7 =0
WEBS 2-8=- 140, 3-7=-377, 4-6=-274
NOTES
1) Wind: ASCE 7 -98; 146mph; h =15ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; partially;C -C interior zone; cantilever left and
right exposed ;Lumber DOL =1.33 plate grip D L =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 636 Ib uplift at joint 8, 242 Ib uplift at
joint 7 and 363 Ib uplift at joint 6.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Trapezoidal Loads (plf)
Vert: 1=0.0-to-5=-189.6, 1=0.0-to-6=-42.1
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Trapezoidal Loads (plf)
Vert 1=-9.7-to-4=216.5, 4= 278.5 -to-5= 286.0, 1= 130.9 -to-8= 123.2, 8=-7.8-to-6=-21.1
Horz: 1=9.7-to-2=-81.2, 2=- 81.2- to-4 =- 236.9, 4=-298.9-to-5=-307.0
, 0.
`
3K10
Truss
H1
cuss Type
ROOF TRUSS
0
1
Ply
1
,'• - • ` : II - .
0007
Job Reference (optional)
Best Truss CO., Miami, I. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:36:58 2003 Page 1
-2 -0 -0 3-7 -12 7 -0-0 12 -11 -0 18 -10 -0 22 -2-4 25 -10 -0 27 -10-01
2 -0-0 3-7 -12 3-4-4 5 -11 -0 5-11 -0 3-4-4 3-7 -12 2 -0-0
Scale = 1:53. •
4x5 -
3x8 - 4x5 =
5.00112
5 6 7
2x4
1
2x4
4
8
k
2x4 II 2 i
01110111112-11
10 2x4 II
---= 16 15 14 13 12
X.
x' —
3x6 3x4 — 2x4 II 3x8 - 3x6
3x8 = 3x4 =
7-0 -0 12 -11 -0 18 -10 -0 25 -10 -0
7 -0 -0 5-11 -0 5-11 -0 7 -0-0
-
a e ... a s •■ - , I - . , , , •:1 - ,1. - 1 , :1 ore Iwo s
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (Ioc) 1/defl L/d
PLATES GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.84
Vert LL 0.20 14 >999 360
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.65
Vert(TL) -0.27 14 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.58
Horz(TL) 0.09 10 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight: 139 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2 -9-9 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 1-10-9, Right 2 X 4 SYP No.3 1-10-9
REACTIONS (Ib/size) 2= 1596/0 -7-4, 10= 1596/0 -74
Max Uplift2= 1194(Ioad case 2), 10= 1194(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =22, 2-3=-2639, 3-4=- 2639, 4-5 =- 2421, 5-6=-2256, 6-7=-2256, 7-8=- 2421, 8-9 =- 2639, 9-10=-2639, 10 -11 =22
BOT CHORD 2 -16 =2350, 15-16 =2828, 14-15 =2828, 13-14 =2828, 12 -13 =2828, 10-12 =2350
WEBS 4-16= 130, 5-16= 507, 6-16 =-656, 6- 14= 115, 6-12 =-656, 7 -12= 507, 8-12=-129
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1194 Ib uplift at joint 2 and 1194 Ib uplift
at joint 10.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 1- 90.0, 5-7=-90.0, 7-11=-90.0, 2-10=-20.0
2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert: 1-2=174.7, 2 -5= 72.3, 5-7 =80.7, 7 -10 =72.3, 10-11= 174.7, 2-10=-10.0
Harz: 1-2=-184.7, 2-5= -82.3, 7 -10 =82.3, 10-11 =184.7
Drag: 5-6=-0.1, 6 -7 =0.1
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert: 1-5=-90.0, 5-7=-30.0, 7-11=-30.0, 2-10=-20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert: 1- 5=- 30.0, 5-7=-90.0, 7 -11= -90.0, 2-10=-20.0
Job
`
3K10
Truss
H12
Truss Type
ROOF TRUSS
Qty
1
ply
1
AARON BLURS.
0008
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 MiTek Industnes, Inc. Mon Nov 24 08:36:59 2003 Page 1
1 -2-0 -0 1 5-0 -0 8 -0-0 12 -0 -12
1 1
2 -0 -0 5 -0 -0 3-0-0 4 -0-12
Scale = 1:24.4
4x5 =
4x5 -
4 5
5.00112
O
2
4x7 -.=. 6 r-
N
2x4 I I
Ililli
3x4 ----• 9 83x8 -
IIIP
Fr--
7
3x6 11 2x4 11 2x4 -
5-0 -0 8-0 -0 12 -0 -12
1 1 1
5-0-0 3-0 -0 4-0 -12
Plate Offsets (X,Y): 2:0-3-2,0-2-14],[8:0-3-8,0-1-8]
LOADING (sf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2 -0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.60
BC 0.29
WB 0.19
(Matrix)
DEFL in (Ioc) I/defl lid
Vert LL -0.04 2 -9 >999 360
Vert(TL) 0.08 1 >294 180
Horz(TL) 0.01 7 n/a n/a
PLATES GRIP
MI120 249/190
Weight 60 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 2 -8-9
REACTIONS (Ib /size) 2= 845/0 -7-4, 7 =641/Mechanical
Max Horz2= 156((load case 2) Uplift2= 754(load case 2), 7= 359(Ioad case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2=43, 2-3=-962, 3-4=-829, 4-5=-767, 5-6=- 899, 6 -7=604
BOT CHORD 2- 9= 765, 8- 9=767, 7 -8=184
WEBS 4 -9=46, 5-8=-17, 6 -8=594
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3 Provide adequate drainage to prevent water ponding.
4 Refer to girder(s) for truss to truss connections.
5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 754 Ib uplift at joint 2 and 359 Ib uplift at
joint 7.
6) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1 4 90.0, 4-5=-90.0, 5-6=-90.0, 2-7=-20.0
2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf) •
Vert: 1-2=174.7, 2-4= 74.9, 4-5= 74.9, 5-6 =74.9, 2-7=-10.0
Horz: 1-2=-184.7, 2- 4=- 84.9, 5- 6=84.9
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 190.0, 4-5=- 90.0, 5-6=-30.0, 2-7=-20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 4 30.0, 4-5 =90.0, 5-6= -90.0, 2 -7 =20.0
Job
`
3K10
Truss
H2
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
0009
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:36:59 2003 Page 1
1 -2 -0 -0 1 4-7 -12 1 9 -0 -0 1 12 -11 -0 16 -10-0 21 -2-4 25 -10 -0 -10 -01
1 1 1 127
2 -0 -0 4-7 -12 4-4-4 3-11 -0 3-11 -0 4-4-4 4-7 -12 2 -0 -0
Scale = 1:53.0
4x5 =
3x4 = 4x5 =
5.0012
5 6 7
2x4
di
2x4
°
4
2 x 4 1 1 2 .4.0
8
atra, 10 2x4 II
1
011
°
�� iii
X'A _ 3x6 r
3x6 — ICON °
%�
is
13 12
5x8 = 5x8 =
1
9-0-0 16 -10 -0 25 -10-0
1 1 1
9 -0-0 7 -10-0 9 -0 -0
Plate Offsets (X,Y): [2:0- 1- 2,0- 1 -14], [/:U- 0- 0,U -0-0J, [10:0- 1- 2,0- 1 -14], [12:0 -2- 11,0 -3-UJ, [13:0 -1- 12,0 -3-0]
LOADING (psf)
SPACING 2 -0-0
CSI
DEFL in (loc) I/defl Lid
PLATES GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.60
Vert LL 0.14 13 >999 360
MII20 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.68
Vert(TL) -0.29 12 -13 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.20
Horz(TL) 0.08 10 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight 139 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-8-9 oc purlins.
BOT CHORD 2 X 4 SYP No.2 . BOT CHORD Rigid ceiling directly applied or 5 -2 -12 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 2 -5 -1, Right 2 X 4 SYP No.3 2-5-1
REACTIONS I(b /size) 2= 1596/0 -7-4, 10= 1596/0 -7-4
Max Uplift2= 1177(Ioad case 2), 10= 1177(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =22, 2-3=-2585, 3-4=- 2585, 4-5=-2218, 5-6=- 2046, 6-7=-2046, 7- 84- 2218, 8-9=-2585, 9-10=-2585, 10 -11 =22
BOT CHORD 2 -13 =2318, 12 -13 =2212, 10-12 =2318
WEBS 4-13=-301, 5-13= 472, 6-13 =- 240, 6-12=-240, 7- 12= 472, 8-12=-301
NOTES
1) Unbalanced roof live loads have been considered for this design.
2 Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= S.Opsf; Category It Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1177 Ib uplift at joint 2 and 1177 Ib uplift
at joint 10.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-5=-90.0, 5-7=-90.0, 7- 11= -90.0, 2-10=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=174.7, 2-5= 72.3, 5-7 =80.7, 7- 10=72.3, 10-11= 174.7, 2-10=-10.0
Horz: 1-2=-184.7, 2-5=-82.3, 7 -10 =82.3, 10-11 =184.7
Drag: 5- 6 =0.1, 6 -7 =0.1
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-5=-90.0, 5-7=-30.0, 7-11=-30.0, 2 -1(=20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- 30.0, 5-7= -90.0, 7- 11= -90.0, 2-10=-20.0
0
31(10
¢
Truss
H3
Truss Type
ROOF TRUSS
1
..,
20-5-4
Job Reference (oi tiwnl)
ik , : Tndu es.
0010
Inc* Nd Dec 05131ff3ff2003 Pag®i
25 -10-0 I27 -10-0
5-4-12 2-0-0
Scale = 1:53.0
rasa CO., Miami,FT'
- -2-0-0 5 -4.12 11-0-0 14 -10-0
s
, X-
I I I - I
2-0-0 5-4-12 5-7-4 3- 10-0 5-7-4
5.00112' 4x7 4x7
5
6
5x6
5x6
/
4 --_
7
,
3
*R
8
2x411 2f�.
"� 9
2x411
`
1 „-----
10
N
-' 3x6 *
X 12 11
3x6 -�
a.
x _
5x6 = 5x6 =
11 -0-0 14-10-0 25-10-0
I I
11-0 -0 3 -10-0 11-0 -0
if]l 4 I
da,`ataygexiwis Emsci ;:1N.i,f 'ft S . i'iw /lr! =1 /Qr=xl, *i]if :.04 4 - •I!likEi. i
'4
,` , z
SPACING 2-0-0
CSI
DEFL In (loc) Vdefl Ltd
PLATES
GRIP
-
Plates Increase 1.33
TC 0.60
2
Ve►
MIf20
249/190
11
Lumber Increase 1.33
Rep Stress Incr YES
BC 0.85
WB 0.42
TLL) -0.54 2-12 >569 1a
Horz(TL) 0.08 9 n/a n/a
..
Code FBC2001/ANSS195
(Mahbc)
Weight 1321b
61M- �. -: Y..ti. BRACING
TO 1 fe -- ,, ; - YP No.2 TOP CHORD Sheathed or 3-9-13 oc purling,
B01:' •• • ^ " X 4 SYP No.2 BOT CHORD Rigid oiling dlrectty applied or 5-10 -6 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 2 -9-14, Right 2 X 4 SYP No.3 2 -9-14
REACTIONS ) 2= 1598/07 -4, 9-1596/0 -7-4
Max UplIft2= 1160(Ioad case 2). 931160(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2=43, 2--2617, 3-4= -2533, 45=2097, 5- 6= -18E4 6-7=-2097, 7- 8=- 2533, 8-9=-2617. 9-10=43
BOT CHORD 2 -12= 2299.11 -12= 1860, 9-11 =2299
WEBS 4 -12==- 493, 5-12 =340, 6-11 =340, 7-11=-493
NOTES
1 Unbalanced roof lire loads have been considered for this design.
2 Wind: ASCE 7-98; 146mph; h=20ft; TCDL .Opsf; BCCL=.Opsf; Category 11; Exp C; enc sed;C -C UNerkr zormaumber Dot. =1.33
plate grip DOL =t33.
3) Provloe adequate drainage to prevent water .
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1160 9t uplift ate 2 and 1160 Ib uplift
at Joint 9.
5) This truss design conforms with Florida Building Code 2001, based on parameters irk.
LOAD CASE(S)
1) Unflormr. Lumber X1.33. Plate ir►crea1.33
Vert 1-5=-90.0, 5-6=-90.0, 6-10=-90.0, 2 -9 =-20.0
2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33
Uorm Loads (pit)
Vert 1-2=174.7, 2-5= 723, 5-6=80.7, 6- 9=72.3, 9. 10=174.7, 2-9=-10.0
Harr 1 2=484.7,
2----82.3. 64 2.3, 9-1(M84.7
3) lst unbalanced Regular
Lumber Increase=1.33,
Plate Increase=1.33
Uniform Loads
Vert 190.0, 5-6=40.0, 6-10= -30.0, 2- 9=-20.0
4) Uniform Regular: Lumber Inc ase=1.33, Plate lncrease=1.33
Vert 14=-30.0, 5-6= -90.0, 6- 10=- 90.0.2 -9= --20.0
Job
3K10
Truss
H4
Truss Type
ROOF TRUSS
(qty
1
Ply
1
AARON BLDRS.
0011
Job Reference optional)
Best Truss CO., Miami, FI. 5. 00 s Mar 25 2003 MiTek Indus es, Inc. Mon Nov 24 08:37:01 2003 Page 1
1 -2 -0 0 I 5-0-0 9 -8 -0 14-8 -0 16-8 -0
1 1 1
2 -0-0 5 -0-0 4-8-0 5-0 -0 2-0-0
Scale = 1:32.8
4x5 =
4x5 =
5.00 12 4
5
SI
Es
3
6
r-
1
is 2x4 I I
2x4 11
N
61
1 m 0 8
~
10--....-
j 3x4
3x4
IMI
•
•
i
3x6 I1
11 10 9
3x6 11
2x4 11 3x4 = 2x4 I1
1 5 -0-0 9-8-0 14-8 -0
1 1
5-0 -0 4-8-0 5-0 -0
Plate Uffsets (X,Y): (2:0- 3- 2,U- 2 -14J, If:0- 3- 2,0 -2 -14J
LOADING (psf)
SPACING 2 -0-0
CSI
DEFL in (Ioc) Udefl Lid
PLATES GRIP
TCLL 30.66
Plates Increase 1.33
TC 0.60
Vert LL -0.08 7 -9 >999 360
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.32
Vert(TL) 0.09 1 >270 180
BCLL 0.0
Rep Stress Incr YES
WB 0.04
Horz(TL) 0.02 7 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 71 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-9-15 oc purfns.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 2 -8-9, Right 2 X 4 SYP No.3 2 -8-9
REACTIONS (lb /size) 2= 982/0 -7-4, 7= 982/0 -7-4
Max Upliift22=- 805(load case 2), 7=- 805(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2=43, 2-3=-1317, 3-4=- 1140, 4-5=-1098, 5-6=-1140, 6-7=-1317, 7 -8=43
BOT CHORD 2 -11 =1092, 10-11 = 1098, 9-10= 1098, 7- 9=1092
WEBS 4- 11 =88, 5 -9=88
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 805 Ib uplift at joint 2 and 805 Ib uplift at
joint 7.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.,
LOAD CASE(S)
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1 4- 90.0, 4-5= 90.0, 5- 8-90.0, 2 -7 =20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1 -2= 174.7, 2-4= 73.5, 4-5= 73.5, 5-7 =73.5, 7- 8= 174.7, 2-7=-10.0
Flora: 1-2=-184.7, 2- 4=- 83.5, 5-7 =83.5, 7 -8 =184.7
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 1 4 90.0, 4-5=-90.0, 5-8= -30.0, 2-7=-20.0
4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 1 4 30.0, 4-5=-90.0, 5-8=-90.0, 2 -7 =20.0
Job
3K10
Truss
H5
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
0012
Job Reference (optional)
Best Truss GO., Miami, FI. 5.100 s Mar 25 200 MiTek Industnes, Inc. Mon Nov24 08:37:02 2003 Page 1
-2 -0-0 1 7-0-0 14-8 -0 16 -8 -0
I
2 -0 -0 7 -0 -0 0 -8 -0 7 -0-0 2 -0 -0
Scale = 1:32.8
4x7 =
4x7 -
4 5
5.00112
6
7
2x411
c31
2
2x411
3
•
•
■ ■1 • • 8 a_
i 3x4 3x4 1,,.._:.
3x4 3x4
1110 9
3x6 11 3x6 II
3x4 -
2x4 11
2x4 11
1 7-0-0 -8 -9 14-8 -0
17
7 -0 -0 0-8 -0 7 -0-0
Plate Utfsetsss(X,Y): 12:0- 3- 2,0- 2 -14], L/:0- 3- 2,0 -2 -14J
LOADING (30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
Plates lInccrease 1 33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
TC 0.60
BC 0.40
WB 0.13
(Matrix)
( )
Vert(LL) - 0.06 2 -11 >999 360
Vert(TL) 0.05 8 >500 180
Horz(TL) 0.02 7 n/a n/a
MI120 PLATES 2 9190
Weight 77 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -5-11 oc purfns.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 3-9-9, Right 2 X 4 SYP No.3 3-9-9
REACTIONS (lb/size) 2= 982/0 -7-4, 7= 982/0 -74
Max Uplift2= 805(load case 2), 7=- 805(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2=43, 2-3=-1207, 3-4=- 1054, 4-5=-977, 5-6=-1054, 6-7=-1207, 7 -8=43
BOT CHORD 2 -11 =973, 10- 11= 977, 9-10 =973, 7 -9 =973
WEBS 4- 11 =91, 5 -10 =91
NOTES
1) Unbalanced roof live Toads have been considered for this design.
2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 805 Ib uplift at joint 2 and 805 Ib uplift at
5) Thjoint 7.
is truss design conforms with Florida Building. Code 2001, based on parameters indicated:.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert 1 4— 90.0, 4-5=-90.0, 5-8=-90.0, 2-7=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-2=174.7, 2-4= 73.5, 4-5= 73.5, 5-7 =73.5, 7 -8= 174.7, 2-7=-10.0
Horz 1-2=-184.7, 2-4= -83.5, 5 -7 =83.5, 7-8 =184.7
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- 4=- 90.0, 4-5=-90.0, 5-8=-30.0, 2 -7 =20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-4=- 30.0, 4-5=-90.0, 5-8=-90.0, 2-7=-20.0
Job -
31(10
Truss
1-16
Truss Type
ROOF TRUSS
My
1
1
Job Reference (01)
Inc. Fn Dec 0b 15:19:39 2003 Page
I 40-8-0 542 -8-f
5-0-11 2 -0-0
Scale = 1:76.0
2x4 zi
11
12 2
.� 13 x4 11
14
0013
1
r-
Best
Truss Co., Miami, FL 0.100 s Mar 25 2W3 MI tek Ind
5-0-11 9 -9-13 147-0 20-4-0 26-1-0 30 -10-3 ! 35-7 -5
I
5-0-11 4-9-3 4-9-3
5 00 ITT
3_3x4*
5
2x4 .;. 4
3 •'
NN,
N.
174
`� -
I I
5-9-0 5-9-0
2x4 = 2x4 I I 6x12
6 7 8
4-9-3 4-9-3
3x4
3x6
910
' .,
, �;-
M
/
/'
!l RR Ill
iVVV 5x8 = 22 21 20 19 18 17 16 15
3x8 r 3x4 = 3x6 = 3x4 = 3x8 = 3x4 = 3x6 = 3x4 =
3x6
7-5-4 14-7-0 20-4 -0 26-1-0 33 -2 -12
-_
5x8 = ..
3x8
40-8 -0
1 I I I I I 1
7-5-4 7 -1 -12 5-9-0 5-9-0 7 -1 -12 7-5-4
F + c _
SPACING 2-0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress tncr YES
Code FBC2001 /ANS19S
CSI
TC 0.77
BC 0.91
WB 0.50
(Simplified)
DEFL In (Ioc) Udell Ltd
V 0.40 18 >999 360
Vert TEL) - 0.55 17 -18 >893 180
Horz(TL) 0.22 13 We Dula
PLATES GRIP
M1120 249/190
Weight 241 lb
REACTIONS
FORCES
BOT
WEBS
NOTES
2)
3)
4)
5)
LORRAeeD�gCASE(S)
1)
2)
3)
4)
$ X'
i' -gin.
Z' SVP
,- ti:...,. SYP
11,1W 2 -X 4
(lWetze)
tMax Uplift1=-
(lb) - First Load
CHORD 1 -2- -4483,
10 -11=- 4227,11
CHORD 1- 22==4036,
3-22=- 185,
11- 15=185
Unbalanced 91 loads
eS 8;46mph
te grip
No.2 'Except"
SYP Not
No.2
No.3
No.3
SYP No.3 2 -7 -15, Right 2
1 =_2237/0 -7-4 13=2412/0 -74
BRACING
TOP CHORD Sheathed or 2-7-13 oc puffins.
BOT CHORD Rigid ceiling directly applied or 3 -11-12 oc bracing.
X 4 SYP No.3 2-7-15
1654(load case 2)
4-5= -4227, 5-6--- 3544.6 -7 =3597, 7- 8=- 3597.8 -9=- 3544.9 -10- 4227,
4483,13 -14=22
20=3292.18- 19=3292,17 -18-- 3292,16 -17= 3753,15- 16=3753,13 -15 =4036
20=554, 6-18= 454, 7 -18= 562.8 -1 4, 8-17$54, 9-17 -638, 9-15=31Z
BCOL Op f Category 8: Exp C; enclosed :C -C.I te rlar z one:Lu mber DdL =1.33
„ - ., , .,:... ,
to bearing plate capable 1315 th uplift at joint 1 and 1654Ib uplift
Code 2001, based on parameters indicated.
1- 13= -10.0
Plate X1.33
-20.0
Plate Increase=1.33
3i5(laad case 2),13 —
Case Only
2- = 33 3-4=- 4227,
-12=- 4483,12 -13=-
21- 22= 3753, 20-21 = 3753,19-
5-22=31Z 5-20=436, 6-
h=20f; TC
Vide ate nge prevent
Provide mha lull connection bot s) of truss
Cola 13.
This truss design conforms with F1orfca Building
Ungarm Loads Lumber I n rea�1.33, Plate Increase =1.33
Vert 1 90.0, 8-8✓ -9.0, 8-14= - 90.0,1-13=20.0
C-C Wind: Lumber Increase=t33, Plate Incxease=1.33
Uniform Loads (pll)
Vert 1-6=72.3, 6- 8=80.7, 8- 13=72.3,13- 14=174.7
Harz 1- 6=82.3, 8-13 = 82.3,13 - 14=184.7
Drag: 6- 7.6.7- 8=-0.6
lst unbalanced Regular Lumber lncreas-1.33.
Uniform Loads (plf)
Vert 1- 6=90.0, 6. 8+90.0, 8-14=-30.0. 1-1
Una Lumber Incr1.33,
Vert 1430.0, 6 -8=90.0, 8-W.-MO, 1-1-20.0
Tb >
3K10
This
H7
Truss Type
ROOF TRUSS
16-7 -0 24-1-0
6x12
if
2
5.100 s
1 29-6
5-5-3
=
6
Ply
1
25 201)3
-3
3x4
/,,,.•'
RMRON BLORS.
0014
Job Reference
Mirek industries, Inc. Fn Dec 0515:19:40 2003 Page 1
l 34-11 -5 1 40-8-0 42-8-0
5-5-3 5-8-11 2 -0-0
Scale = 1:76.0
3x6
7
8
,, 2x 9� ;
10 r.
2x4 II
12 tr
-
Best
t J
1 ruse CO., Marna. Fl.
5 -8-11 11 -1 -13
} 1 1
5-8-11 5-5-3
5.00112
5x6 f
4
2x4 .� e.
3
2 f
5-5-3
I
7-6-0
7x6 =
5
ari
,
.fit
6 3x4
5x8 - 19 18 1716 15 14 13
3x4 "' 3x4 = 3x6 - 3x8 = 3x4 = 3x6 = 3x4
3x6 =
8-5-4 16-7 -0 24-1-0 32 2 -12
r' 6
3x4 5x8 -
3x4 .
40-8-0
l 1
8-5-4 8-1 -12 7-6-0
ta3ll' 1ift0II 01�(01' icQ0 14x0(014 •)gf.- -1i•5019p5mliih em(15,2iiiii
1 l 1
8-1 -12 8-5-4
"
SPACING 2-0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Ina YES
Code FBC2001 /ANSI95
CSI
TC 0.84
BC 0.99
WB 0.77
(Simplified)
DEFL in (lac) 1/defl Lid
V 0.37 15 >999 360
Ve L) -0.60 13-15 >819 180
Horz(TL) 0.21 11 nia nia
PLATES GRIP
M1120 249/190
Weight: 229 b
BRACING
• 140.2 d CHORD �
No BOT CHORD Rigid ceiling directly applied oc 0-2-0 ac bracing.
WFOS 1 Ropy at mldpt 6-17
No.3 *apt*
$ X 4 SYP No.2
2 4 SYP No.3
Left 2 X4 SYP No.3 3-0-4, Right 2 X 4 SYP No.3 3-0,4
ACTIONS (l ) ca 11= 2412/0 -74
o 1� �ad 2)
Max Up li€t1= 12oad case 2),11= 1637(ioad case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=- 4449, 2-3=- 4449 3-4=-4131, 4-5 =3289, 5-6=-3056, 6-7 =3289, 7-8=- 4131, 8-9=- 4131, 9-18 4.9.
-44
10 -11 =- 4449,11 -12=22
BOT CHORD 1 -19 =4017,18 -19 17,17- 18=3617,18 -17= 3056,15 -16 056,14 -15= 3617,13- 14=3617,11 -13 =4017
WEBS 3-19=- 279, 4-19= 408, 4-17=-769, 5-17A166, 6- 17=-0, 6-15-66, 7 -15=- 769, 7- 13=408, 9-13 -279
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7- 98;146mph; h=2pft; T CDL= 514rst BCDL=5.0psf; Category II; Exp C. enclosedC -C krterbr zone ;Lumber DOL=1.33
plate grip DOL =1.33.
I Provide adequate drainage to prevent water png.
Refer to girder(s) for truss to truss connections.
Provide mechanical connection (by others) of truss to bearing plate capable of Ong 1298 b uplift at)oknt 1 and 163715 uplift
at joint 11.
6) This truss design conforms with FTorida Building Code 2001, based on parameters incrmated.
LOAD g CASE(S)
1) Regular Loads r Increase=1.33, Plate incmase=1.33
Vert 1-5 --90.0, 5-6=- 90.0, 6-12=- 90.0,1 -11= -20.0
2) C-C Wind: Lumber Increase=1.33, Plate lmnease=1.33
Uniform Loads
Vert 1 2.3, 5-6- -80.7, 6-11 =72.3, 11-12=174.7, 1-11=10.0
Horz:1 -5=- 82.3, 6- 11=823,11- 12=1847
3) 1st unbalanced Regular: Lumber Increast1.33, Plate Increase=1.33
Unifomn Loads
Vert 1 90.0, 5.6 =-90.0, 6-12- - 30.0,1 -11 =20.0
4) 2nd if unbalanced Regular: Lumber In creastM.33, Plate Increase=1.33
Uorm Vest: 1-5=30.0, 5- 6= -90.0, 6. 12=4810.1-11 =20.0
Job
3K10
Truss
H8
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLDRS.
0015
Job Reference (optional)
Best
Truss CO., Miami, H. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:04 2003 Page
1 6-4-11 1 12 -5 -13 1 18 -7 -0 22 -1-0 28-2 -3 34-3 -5 40-8 -0 42 -8-9
1
co
co
)`
6-4-11
5.00112
3x4
o12
6 -1 -3
3x4
3x6 5
,
1 1
6 -1 -3 3-6-0
5x8 = 5x6 =
6 7
6 -1 -3
3x4
1 1
6 -1 -3
8 3x4
3x6 �.
9
6-4-11
10
11
2 -0 -0
Scale = 1:76.0
2x4 II
13
ii
5x8 = 3x4 3x4 5x8
20 19 18 17 16 15 14
3x4 2x4 11 5x8 = 3x4 = 3x8 = 5x8 = 2x4 11 3x4
3x6 =
1 6-4-11 1 12 -5-13 1 18 -7 -0 22 -1-0 28-2 -3 34-3 -5 40 -8 -0
=
1 1 1 1
6-4-11 6-1 -3 6-1 -3 3-6 -0 6-1 -3 6-1 -3 6 -4-11
Plate Offsets (X,Y): [1:0- 0- 6,0 -2 -8], 16:0 -5- 12,0 -2-8j, 11:0- 3- 0,0 -2-4j, 112:0- 0- 6,0- 2 -10j, [15:0- 2- 0,0 -3-4], [19:0- 2- 0,0 -3-4j
LOADING (sf)
TOLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2 -0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.98
BC 0.86
WB 0.49
(Simplified)
DEFL in (loc) Vdefl Ud
Vert LL 0.36 17 >999 360
Vert(TL) -0.55 17 -19 >885 180
Horz(TL) 0.22 12 n/a n/a
PLATES
MI120
Weight 244 Ib
GRIP
249/190
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed.
1-4 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 4-2 -14 oc bracing.
BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 5 -17, 6-16, 8-16
WEBS 2 X 4 SYP No.3 *Except*
6-16 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 3-4-10, Right 2 X 4 SYP No.3 3 -4-10
REACTIONS (Ib /size) 1= 2237 /Mechanical, 12= 2412/0 -7-4
Max Horz1= 91(load case 2)
Max Uplift1= 1281(load case 2), 12 — 1620(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1- 2-1169, 2 -3=- 4469, 3-4= -3831, 4-5=-3831, 5-6=-3019, 6-7=-2799, 7 -8=- 3019, 8-9=- 3831, 9-10 =3831,
10- 11-1169, 11- 12= -4469, 12 -13=22
BOT CHORD 1 -20 =4045, 19-20 =4045, 18-19 =3501, 17 -18 =3501, 16-17 =2799, 15-16 =3501, 14-15 =4045, 12 -14 =4045
WEBS 3-20= 120, 3-19=-576, 5-19= 395, 5-17=-955, 6-17= 732, 6 -16=0, 7 -16= 732, 8-16=-955, 8-15 =395, 10-15=-576,
10- 14=120
NOTES
1) Unbalanced roof live loads have been considered for this design.
2 Wind:.ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3 Provide adequate drainage to prevent water ponding.
4 Refer to girder(s) for truss to truss connections.
5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1281 Ib uplift at joint 1 and 1620 Ib uplift
at joint 12.
6) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-6=-90.0, 6-7=-90.0, 7-13=-90.0, 1-12=-20.0
2) -C Wind: Loads Lumber Increase =1.33, Plate Increase =1.33
Vert: 1-6=72.3, 6 -7 =80.7, 7 -12 =72.3, 12 -13= 174.7, 1-12=-10.0
Horz: 1 -6 =- 82.3, 7 -12 =82.3, 12 -13 =184.7
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-6=-90.0, 6-7=-90.0, 7-13=-30.0, 1 -12 =20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-6=-30.0, 6-7=-90.0, 7-13=-90.0, 1-12=-20.0
Job
3K10
Truss
HG1
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
Job Reference (optional)
0016
Best Truss CO., Miami, FI. 5.100 s Mar 25 200.3 Mi I ek Industries, Inc. Mon Nov 24 08:31:05 2003 Page 1
1 4-6 -2 I 8 -7 -13 1 12 -9 -8 13� Q-8 17 -2 -3 21 -3-14 25 -10 -0
I 1
4-6 -2 4-1 -11 4-1 -11 0-3-0 4-1 -11 4-1 -11 4-6-2
Scale = 1:45.6
5x6 I1
5 3x6
4x7 0. 4x7
3x6
5.00 112 3 4
6 7
3x4
if
%,;,..k.
3x4
2
8
1
it
I
1
Ill
1
r:
mi
M a
4x12 - 15 14 13 12 11 10
4x12 =
3x8 11 9x10 MII18H= 5x6 = 9x10 MI118H- 3x8 I I
10x10 -
4-6 -2 1 8-7 -13 12 -11-0 17 -2 -3 21 -3-14 25 -10 -0
1 I 1 I
4-6-2 4-1 -11 4-3-3 4-3-3 4-1 -11 4-6 -2
1
Plate Offsets (X,Y): [ 1 :1- 0- 1,0- 0- 4J,[9:1- 0- 1,0- 0-4J,[ 11:0 -3- 8,0-4- 8],[14:0- 3- 8,0 -4-8J
LOADING (psi)
SPACING 2 -0-0
CSI
DEFL in (loc) I/defl Lid
PLATES
GRIP
TCLL 38.60
Plates Increase 1.33
TC 0.72
Vert(LL) 0.31 14 >974 360
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.81
Vert TL) -0.44 12 -14 >685 180
MI118H
195/188
BCLL 0.0
Rep Stress Incr NO
WB 0.95
Horz(TL) 0.16 9 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight: 179 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2 -5-10 oc purl'ns.
BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3 -11-6 oc bracing.
WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 3-12, 7 -12
5-12 2 X 4 SYP No.2
WEDGE
Left 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3
REACTIONS (Ib /size) 9= 4647/0 -7-4, 1= 4647/0 -7-4
Max Uplift9= 2483(load case 2), 1= 2483(Ioad case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1- 2= -8941, 2-3=-7505, 3-4=- 5748, 4-5- 5748, 5-6=-5748, 6-7=-5748, 7-8=-7505, 8-9 =-8941
BOT CHORD 1 -15 =8060, 1415 =8060, 13-14 =6928, 12 -13 =6928, 11- 12928, 10- 11= 8060, 9-10 =8060
WEBS 2 -15 =1162, 2-14=-1259, 3-14 =1723, 7 -11= 1723, 8-11=-1259, 8-10= 1162, 5-12= 4038, 3-12=-2159, 7-12=-2159
NOTES
1) Unbalanced roof live Toads have been considered for this design.
2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) All plates are MI120 plates unless otherwise indicated.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2483 Ib uplift at joint 9 and 2483 Ib uplift
at joint 1.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
6) Girder carries tie-in span(s): 12-0 -0 from 0-0-0 to 25 -10-0
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert: 1-5=-90.0, 5-9=-90.0, 1-9=-278.4
2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -5= 72.3, 5-9 =72.3, 1 -9 =124.5
Holz: 1- 5=- 82.3, 5-9 =82.3
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert: 1-5 =- 90.0, 5-9 -30.0, 1-9=-278.4
4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (p10
Vert: 1 -5 -30.0, 5-9=-90.0, 1-9=-278.4
Job
3110
Truss
HG2
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLURS.
Job Reference optional)
0017
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Indu "es, Inc. Mon Nov 24 08:37:06 2003 Page 1
-2 -0 -0 1 5 -0 -0 1 10 -3-15 1 15-6 -1 20 -10 -0 25 -10 -0 -10-0
1 1 127
2 -0 -0 5 -0-0 5 -3-15 5-2 -3 5 -3-15 5-0-0 2 -0 -0
Scale = 1:52.1
5x8 = 2x4 11
5.00112 4x7 = 3x4 = 5x8 :=
3 45 6 7
�,
2x4= 2
8
2x4= ,
il-
..
RriAl
3x8
= 14 13 12 11 10
3x8 =
2x4 11 4x9 = 5x6 = 4x5 = 2x4 11
1 5-0-0 1 10 -3-15 15-6 -1 20-10-0 25 -10-0
I 1 I
5-0-0 5 -3-15 5-2 -3 5 -3-15 5 -0-0
Plate Utfsets (X,Y): 13:0-6-4,0-3-4],11:1F6-4,0-3-41
LOADING (
SPACING 2 -0-0
CSI
DEFL in (Ioc) I/defl Lid
PLATES
GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.89
Vert LL 0.40 13 >758 360
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.90
Vert(TL) -0.46 11 -13 >651 180
BCLL 0.0
Rep Stress Incr NO
WB 0.89
Horz(TL) 0.11 8 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight: 172 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-8-5 oc purlins.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-10 -3 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (lb /size) 8= 2427/0 -7-4, 2= 2427/0 -7-4
Max Uplift8= 1887(load case 2), 2= 1887(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =28, 2
-3 =- 4581, 3-4=
45=- 6336, 5-6=-6336, 6 -7= -6336, 7 -8=- 4581, 8 -9=28
-6336,
13-14 =4167, 12
BOT CHORD 2 -14 =4137,
-13 =6336, 11 -12 =6336, 10-11 = 4166, 8-10 =4137
WEBS 3- 14-153, 3-13 =2352, 4-13=-745, 6 -13=0, 6-11=-745, 7 -11 =2352, 7- 10=453
NOTES
1) Unbalanced roof live loads have been considered for this design.
2 Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1887 Ib uplift at joint 8 and 1887 Ib uplift
at joint 2.
This truss design
conforms with Florida Building Code 2001, based on parameters indicated.
6 Girder carries hip end with 5 -0-0 end setback _ : _ ., .,,,
7 Special hanger(s) or other connection device(s)
es shall be provided sufficient to support concentrated load(s) 320.81b down and
237.51b
237.51b up at 20 -10-0, and 320.81b down and up at 5 -0-0 on bottom chord. The design/selection of such special
connection device(s) is the responsibility of others.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-3=-90.0, 3-7=-143.9, 7 -9 =90.0, 2-14=-20.0, 10-14=-32.0, 8-10=-20.0
Concentrated Loads (Ib)
Vert: 14= 320.810= -320.8
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- 2=174.7, 2 -3 =72.3, 3- 7= 138.4, 7-8= 72.3, 8-9= 174.7, 2-14=-10.0, 10-14=-16.0, 8-1(--10.0
Horz: 1 -2=-
Drag: 3- 4 =-0.3,
184.7, 2- 3= -82.3, 7-8= 82.3, 8-9 =184.7
6 -7 =0.3
Concentrated Loads
(Ib)
Vert: 14 =237.5 1(:=237.5
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-3=-90.0, 3-7 =- 143.9, 7-9=-30.0, 2 -14= -20.0, 10 -14=- 32.0, 8-10=-20.0
Concentrated Loads (Ib)
Vert: 14=-320.8 10 —320.8
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Continued orb %ye - 30.0, 3-7=-143.9, 7-9=-90.0, 2-14=-20.0, 10- 14=- 32.0, 8-10=-20.0
Job
3K10
Truss
HG2
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLURS.
0017
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 Mi fek Industnes, Inc. Mon Nov 24 08:37:07 2003 Page 2
LOAD CASE(S)
Concentrated Loads (lb)
Vert: 14=- 320.810 =320.8
Job
3K10
Truss
HG3
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
0018
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:37:07 2003 Page 1
-2 -0 -0 I 3-0 -0 I 7-4-0 11 -8 -0 14-8 -0 16-8 -0
I I I
2 -0-0 3-0 -0 4-4-0 4-4-0 3-0-0 2 -0 -0
Scale = 1:32.8
4x5 =
5.00112 3x4- 4x5-
4
5 6
�
'
ti 2x4 II 2
3 am,
0 8 2x4 II a,
�
..
m-
••
110-M1 3x4
T
•
•
3x4 �_
3x6 II
12 11 10
3x6 II
3x4 = 3x4 = 3x4 =
3-0-0 I 11-8 -0 14-8-0
I
3-0 -0 8-8-0 3-0 -0
Plate Offsets (X,Y): 12:U- 3- 2,U- 2 -14J, [8:U- 3- 2,0 -2 -14J
LOADING (sf)
SPACING 2-0-0
CSI
DEFL in (loc) Udefl Ud
PLATES GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.69
Vert LL 0.06 12 >999 360
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.67
Vert(TL) 0:07 9 >337 180
BOLL 0.0
Rep Stress Incr NO
WB 025
Horz(TL) 0.04 8 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight: 77 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 46-6 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-6 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 1-7-9, Right 2 X 4 SYP No.3 1-7-9
REACTIONS Ib /size) 8= 1111/0 -7-4, 2= 1111/0 -7-4
Max Uplift8=- 893(Ioad case 2), 2--- 893(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =22, 2-3=-1662, 3-4=- 1662, 4-5= 1507, 5-6=-1507, 6-7=-1662, 7-8=- 1662, 8 -9=22
BOT CHORD 2 -12 =1469, 11 -12 =2070, 10-11= 2070, 8-10 =1469
WEBS 4-12= 420, 5-12=-602, 5-10 =- 602, 6- 10=420
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss bearing plate capable of withstanding 893 Ib uplift at joint 8 and 893 Ib uplift at
joint 2.
5 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
6 Girder carries hip end with 3-0-0 end setback
7 Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82.5Ib down and 54.71b
up at 11 -8-0, and 82.51b down and 54.71b up at 3-0-0 on bottom chord. The design/selection of such special connection device(s)
is the responsibility of others.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 190.0, 4-6=-98.9, 6 -9 =90.0, 2-12=-20.0, 10-12=-22.0, 8-10=-20.0
Concentrated Loads (Ib)
Vert: 12= 82.510 =82.5
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1- =174.7, 2- 4= 73.5, 4-6 =82.2, 6-8= 73.5, 8-9= 174.7, 2-12=-10.0, 10-12 = 11.0, 8-10 =10.0
Horz: 1-2=-184.7, 2-4= -83.5, 6- 8=83.5, 8- 9=184.7
Drag: 4-5=-0.1, 5 -6 =0.1
Concentrated Loads (Ib)
Vert: 12 =54.7 10 =54.7
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert 1- 4=- 90.0, 4-6 =98.9, 6 -9= -30.0, 2-12=-20.0, 10-12= 22.0, 8-10 =20.0
Concentrated Loads (Ib)
Vert: 12== -82.5 110 =82.5
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Continued on page 2
Job
3K10
Truss
HG3
Truss Type
ROOF TRUSS
Qty Ply AARON BLDRS.
1 1
Best Truss CO., Miami, FI.
LOAD CASE(S)
Uniform Loads (If)
Vert: 130.0, 4-6=-98.9, 6-9=-90.0, 2-12=-20.0, 10- 12=- 22.0, 8-10=-20.0
Concentrated Loads (lb)
Vert: 12= 82.510 =82.5
0018
Job Reference (optional)
5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:08 2003 Page 2
,Job
3K10
Truss
HG4
Truss Type
ROOF TRUSS
Oty
1
Ply
1
AARON BLDRS.
Job Reference (optional)
0019
Best Truss CO., Miami, H. 5. 00 s Mar 25 2003 MiTek Indus es, Inc. Mon Nov 24 08:3 /:08 2003 Page 1
1 2 -1 -8 1 6-0-0 9-4-12 13-3 -4
15 -4-12
1 1
2 -1-8 3-10 -8 3-4-12 3 -10-8
1
2 -1 -8
1
Scale = 1:27.4
4x7 -
4x7 -
5.00112
3
4
3x6 r
3x6 �
2
5
114
N
ch 1
ea
O
co
3x4 -
j
3x4 -
3x8 11
10 9 8
3x4 = 3x4 - 3x4 -
3x8 11
1 1 -9-14 2,-1-8 6-0-0 9-4-12 13-3 -4
13� 6X14 15-4-12
1 1
1 -9 -14 0-3-10 3-10 -8 3-4-12 3-10 -8
0 -3-10 1 -9-14
1
LOADING (psf)
SPACING 2-0 -0
CSI
DEFL in (loc) Udefl L/d
PLATES
GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.46
Vert LL 0.06 8-10 >999 360
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.35
Vert(TL) -0.06 10 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.49
Horz(TL) 0.01 7 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrbc)
Weight: 69 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-9 -9 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib /size) 11= 1517/0 -8-0, 7= 1517/0 -8-0
Max Upliftl1=- 1572(load case 2), 7=- 1572(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =155, 2 -3=- 1689, 3-4=- 1506, 4-5=-1689, 5 -6 =155
BOT CHORD 1-11=-83, 10- 11 =-83, 9-10= 1506, 8-9 =1506, 7-8=-83, 6 -7=-83
WEBS 2-11=-1403, 2- 10= 1635, 3-10= 166, 4-8= 166, 5-8= 1635, 5-7=-1403
NOTES
1) Unbalanced roof live loads have been considered for this design.
2 Wind: ASCE 7 -98; 146mph; h =15ft; TCDL =5.0 sf; BCDL= 5.0psf; Category II; Exp C; partially;C -C interior zone; cantilever left and
right exposed ;Lumber DOL =1.33 plate grip DOL =1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1572 Ib uplift at joint 11 and 1572 Ib
uplift at joint 7.
5 This truss design conforms with Florida Building Code 2001, based on parameters Indicated.
6 Girder carries hip end with 6 -0-12 end setback
7 Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 507.11b down and
464.3Ib up at 9-4-12, and 507.1Ib down and 484.3lb up at 6-0-0 on bottom chord. The design/selection of such special connection
device(s) is the responsibility of others.
LOAD CASE(S)
1) Regina Loads Lumber Increase =1.33, Plate Increase =1.33
Vert: 1-3=-90.0, 3-4=- 166.4, 4 6- 90.0, 1-10=-20.0, 8-10=-37.0, 6-8=-20.0
Concentrated Loads (Ib)
Vert 10=-507.1 8= -507.1
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (p10
Vert: 1-3=97.1, 3- 4= 195.4, 4-6 =97.1, 1 -11= 116.8, 10-11=-10.0, 8-10= -18.5, 7-8=-10.0, 6 -7 =116.8
Holz: 1-3=-107.1, 4-6 =107.1
Concentrated Loads (Ib)
Vert: 10=464.3 8 =464.3
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -3=- 90.0, 3-4=- 166.4, 4 6- 30.0, 1-10=-20.0, 8-10 =- 37.0, 6-8=-20.0
Concentrated Loads (Ib)
Vert: 10=-507.1 8=-507.1
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -3= 30.0, 3-4=- 166.4, 4 6- 90.0, 1-10=-20.0, 8-10=-37.0, 6-8= -20.0
Concentrated Loads (Ib)
Vert: 10=-507.1 8=-507.1
Job
3K10
Truss
HG5
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
0020
Job Reference (optional)
Best Truss CO., Miami, Fl. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:09 2003 Page 1
1 -2 -0 -0 3-0 -0 1 6 -6-0 10 -0-0 13-0 -0 15-0 -0
I I 1 1
2 -0-0 3-0-0 3-6-0 3-6-0 3-0 -0 2 -0-0
Scale = 1:29.8
4x5 =
3x4 = 4x5 =
5.00112 4 5 6
s-
n
2
2x4 II
3
II
_ _
— 7
{,
2x4 II
Nth-
1
LJ
•
9
3x4 3x4
i
•
4,
3x6 12 11 10
11 3x6 1 1�
3x4 = 3x4 = 3x4 =
3-0-0 I 10 -0-0 13-0 -0
I
3-0-0 7 -0-0 3-0-0
Plate Offsets (X,Y): [2:0- 3- 2,U- 2 -14], [8:0- 3- 2,0 -2 -14]
LOADING (psf)
TOLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2 -0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr NO
Code FBC2001 /ANSI95
CSI
TC 0.69
BC 0.49
WB 0.12
(Simplified)
DEFL in (loc Vdefl Ud
Vert(LL) 0.04 12 >999 360
Vert(TL) 0.07 9 >337 180
Horz(TL) 0.03 8 n/a n/a
PLATES GRIP
MI120 249/190
Weight 70 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-1 -14 oc purfns.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-10 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 1-7-9, Right 2 X 4 SYP No.3 1-7-9
REACTIONS I(b /size) 8= 1010/0 -7-4, 2= 1010/0 -7-4
Max Uplift8= 841(load case 2), 2 — 841(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =22, 2 -3= 1446, 3-4=- 1446, 4-5=-1310, 5-6=- 1310, 6-7=-1446, 7-8=- 1446, 8 -9=22
BOT CHORD 2 -12 =1276, 11 -12 =1673, 10-11 = 1673, 8-10 =1276
WEBS 4-12= 360, 5-12=-401, 5 -10--- 401, 6-10 =360
NOTES
1) Unbalanced roof live loads have been considered for this design.
2 Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 841 Ib uplift at joint 8 and 841 Ib uplift at
joint 2.
5 This truss design conforms with Florida Building Code 2001, based on parameters indicated. ,..,
6 Girder carries hip end with 3-0-0 end setback
7 Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82.5lb down and 55.5Ib
up at 10 -0-0, and 82.5Ib down and 55.51b up at 3-0-0 on bottom chord. The design/selection of such special connection device(s)
is the responsibility of others.
LOAD CASE(S)
1) Regular Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- 4=- 90.0, 4-6=-98.9, 6-9=-90.0, 2 -12 =20.0, 10-12 = 22.0, 8-10=-20.0
Concentrated Loads (Ib)
Vert: 12 =-82.5 10=-82.5
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- 2=174.7, 2- 4= 74.4, 4-6= 83.2, 6-0=74.4, 8-9= 174.7, 2-12=-10.0, 10-12 =- 11.0, 8-10=-10.0
Horz: 1-2=-184.7, 2- 4=- 84.4, 6-8= 84.4, 8-9 =184.7
Drag: 4-5=-0.2, 5 -6 =0.2
Concentrated Loads (Ib)
Vert: 12=55.5 10=55.5
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-4= -90.0, 4-6=-98.9, 6-9=-30.0, 2-12=-20.0, 10-12=-22.0, 8-10= -20.0
Concentrated Loads (Ib)
Vert: 12 =82. 10=-82.5
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Continued on page 2
Job
3K10
Truss
HG5
Truss Type
ROOF TRUSS
1
Ply
1
AARON BLDRS.
0020
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 Mi fek Indus nes, Inc. Mon Nov 24 08:37:09 2003 Page 2
LOAD CASE(S)
Uniform Loads (If)
Vert: 1 30.0, 4-6=-98.9, 6 -9= -90.0, 2-12=-20.0, 10-12=-22.0, 8-10=-20.0
Concentrated Loads (lb)
Vert: 12 =82. 10 -82.5
Job
3K10
Truss
HG6
Truss Type
ROOF TRUSS
Qty
1
PIy
2
AARON BLDRS. 0021
Job Reference optional)
Best Truss CO., Miami, H. 5.100 s Mar 25 2003 MiTek Indu es, Inc. Mon Nov 24 08:37:10 2003 Page 1
1 6 -7-4 1 12 -11 -0 14-5 -� 22 -1-4 26 -2 -8 31 -10-14 37 -7-4 40-8 -0
1 1 I 1 l
6-7-4 6 -3-12 1 -6 -8 7 -7 -12 41-4 5-8 -6 5-8-6 3-0 -12
Scale = 1:72.8
4x7
5.00112 5x8 -
2x4 I I 5x8 =
5 6 7
4,
3x6
3x6
—
1
3x4
8
9 a
'�
>444....434,x6
'* 4x7
10 m
�� 11
4x5 - 20 19 18 17 16 15 14 13 12 4x5 -
3x8 II 4x9 - 10x10 = 7x10 = 8x10 = 3x8 II
8x10 —
7x6 -
1 6-7-4 I 12 -11-0 145-, 22 -1-4 26 -2 -8 31 -10-14 37 -7-4 40-8 -0
I I 1 1 1
6 -7-4 6 -3-12 1-6-8 7 -7 -12 4-1-4 5-8-6 5-8 -6 3-0 -12
Plate Offsets (X,Y): [5:0 -5- 12,0 -2-8], [7:0 -5- 12,0 -2-8], [13:0 -3- 8,0-4 -0J, [15:0 -2-8,0 -4-8], [18:0- 2- 8,0 -2-0]
LOADING (psf)
SPACING 2 -0-0
CSI
DEFL in (Ioc) I/defl Ud
PLATES GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.64
Vert(LL) -0.13 16-17 >827 360
M1120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.56
Vert(TL) - 0.18 16-17 >600 180
BCLL 0.0
Rep Stress Incr NO
WB 0.71
Horz(TL) 0.03 11 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight: 550 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4 -10-14 oc purlins.
BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except" WEBS 1 Row at midpt 7 -16
4-19 2 X 6 SYP No.2, 5-16 2 X 4 SYP No.2, 6-16 2 X 6 SYP No.2
10-12 2 X 6 SYP No.2
REACTIONS (Ib /size) 1= 2180/0 -7-4, 19= 5069/0 -4-8, 16= 8039/0-4 -12 (input 0 -4-8), 11= 3416/0 -7-4
Max UpIi t1- 1273(load case 2), 19- 2985(load case 2), 16=- 4890(load case 2), 11- 2033(load case 2)
Max Grav1= 2219(Ioad case 3), 19= 5131(load case 3), 16= 8039(load case 1), 11= 3423(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=-1685, 2 -3= 1800, 3-4= 1800, 4-5= 1304, 5-6= 2539, 6-7 =2539, 7-8=-182, 8-9=-3564, 9-10= -3564, 10-11 -6807
BOT CHORD 1 -20 =1523, 19-20 =1523, 18-19=-1662, 17-18=-1662, 16-17=-1197, 15-16 =259, 14-15 =3290, 13-14 =3290,
12 -13 =5973, 11 -12 =5973
WEBS 2 -20 =2352, 2-19=-3523, 4-19=-2072, 4-17= 1599, 5-17= 182, 5-16- 1734, 6-16 =-535, 7-16=-5104, 7 -15 =3903,
8-15=-3748, 8-13 =2862, 10-13=-2775, 10-12 =2223
NOTES
1) 2 -ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7 -0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9 -0 oc, 2 X 6 - 2 rows at 0-9-0 oc. _. ,:;., ._
.._
2) Unbalanced` roof live loads have been considered for this design.
3) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
4 Provide adequate drainage to prevent water ponding.
5 WARNING: Required bearing size at Joint(s) 16 greater than input bearing size.
6 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1273 Ib uplift at joint 1, 2985 Ib uplift at
joint 19, 4890 Ib uplift at joint 16 and 2033 Ib uplift at joint 11.
7) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Ioad(s)1133.0lb down and
727.91b up at 37 -7-4 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others.
LOAD CASE(S)
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-5=-90.0, 5-7=-90.0, 7-11=-90.0, 1 -12- 372.9, 11 -12 =20.0
Concentrated Loads (Ib)
Vert: 12=-1133.0
2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -5= 72.3, 5-7 =80.7, 7 -11 =72.3, 1- 12= 200.7, 11-12=-10.0
Horz: 1-5=-82.3, 7 -11 =82.3
Drag: 5-6=-0.1, 6 -7 =0.1
Concentrated Loads (Ib)
Vert: 12 =727.9
Continued on page 2
Job
3K10
Truss
HG6
Best Truss CO., Miami, H.
Truss Type
ROOF TRUSS
LOAD CASE(S)
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-5=- 90.0, 5-7 =90.0, 7 -11 =30.0, 1 -12= 372.9, 11 -12 =20.0
Concentrated Loads (Ib)
Vert 12= 1133.0
4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert 1-5=-30.0, 5-7 =30.0, 7 -11 =90.0, 1 -12= 372.9, 11 -12 =20.0
Concentrated Loads (Ib)
Vert 12= 1133.0
1
ply AARON BLDRS.
2
0021
Job Reference (optional)
5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 U8:37:10 2003 Page 2
Job
3K10
Truss
HG7
Truss Type
ROOF TRUSS
Qty
1
Ply
2
AARON BLDRS.
0022
Job Reference (optional)
Best Truss CO., Miami, H. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:37:11 2003 Page 1
2 -10-15 5-4-1 8-0 -7 10-5 -9 13-4 -8
2 -10 -15 2 -5-2 2 -8-6
6x12 — 7x6
3.51112
3 4
2 -5-2 2 -10 -15
Scale = 1:22.9
-
N
CV
5x16
``'��
\\
2
'
5x16 //
5
6 N
CV
/ill
10 9 8 11 7
--><
4x12 — 7x6 = 10x10 - 4x12 ..1-_-
2 -10-15 5-4-1 8 -0 -7 10 -5 -9 13-4-8
2 -10-15 2 -5-2 2-8 -6 2 -5 -2 2 -10 -15
Plate Offsets (X,Y): [2:0- 5- 4,0- 1 -12], Lb:0- 5- 4,0- 1 -121 [9:0- 3- 0,0 -4-12J
LOADING(sf)
TCLL 30.00
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 1-4-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr NO
Code FBC2001 /ANSI95
CSI
TC 0.61
BC 0.72
WB 0.59
(Simplified)
DEFL in (loc) Vdefl Ud
Vert LL 0.19 9 >792 360
Vert(TL) - 0.25 8-9 >602 180
Horz(TL) 0.08 6 n/a n/a
PLATES GRIP
M1120 249/190
Weight 161 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-11 -6 oc purrns.
BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib /size) 1= 7738/0 -10-4, 6= 7737/0 -10-4
Max Upliftl=- 4226(load case 2), 6=- 4226(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=-17295, 2-3=-14692, 3-4=- 14423, 4-5= 14691, 5-6=-17295
BOT CHORD 1 -10= 16116, 9-10= 16116, 8-9= 14423, 8-11= 16116, 7- 11= 16116, 6-7 =16116
WEBS 2 -10 =2764, 2-9=-2173, 3-9= 3918, 3 -8=-1, 4-8= 3918, 5-8=-2173, 5-7 =2764
NOTES
1) 2 -ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows:
Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-5-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2) Unbalanced roof live loads have been considered for this design.
3) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
4) Provide adequate drainage to prevent water bonding.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4226 Ib uplift at joint.1 and 4226.1b uplift
at joint 6.
6) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
7) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 424.61b down and
256.21b up at 8-0-7, and 424.6lb down and 25 .21b up at 5-4-1 on bottom chord. The design/selection of such special connection
device(s) is the responsibility of others.
LOAD CASE(S)
1) Regular. Lumberr lnncrease =1.33, Plate Increase =1.33
Uniform Vert: 1-3=-60.0, 3-4=- 130.9, 4-6=-60.0, 1-9=-1073.2, 8-9=- 1087.3, 8-11=-1071.5, 6-11=-1073.2
Concentrated Loads (Ib)
Vert: 9=- 424.6 8= -424.6
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -3 -- 449.4, 3- 4= 113.5, 4-6 =49.4, 1 -9= 563.5, 8-9= 554.6, 8-11= 562.5, 6 -11 =563.5
Horz: 1-3=-56.1, 4-6=56.1
Concentrated Loads (Ib)
Vert: 9= 256.2 8 =256.2
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads plf)
Vert: 1-3=-60.0, 3-4=- 130.9, 4-6= -20.0, 1-9=-1073.2, 8-9=-1087.3, 8-11=-1071.5, 6-11=-1073.2
Concentrated Loads (Ib)
Vert: 9=- 424.8 8 —424.6
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Continued on page 2
Job
3K10
Truss
HG7
Best Truss CO., Miami, FI.
Truss Type
ROOF TRUSS
1
Ply AARON BLDRS.
2
0022
Job Reference (optional)
5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:3/:11 2003 Page 2
LOAD CASE(S)
Unfform Loads pff)
Vert 1-3=-20.0, 3-4=- 130.9, 4 6— 60.0, 1-9=-1073.2, 8-9=- 1087.3, 8-11= 1071.5, 6-11=-1073.2
Concentrated Loads (lb)
Vert: 9=- 424.6 8= -424.6
-Jb ..
3K10
Truss
HGS
Truss Type
ROOF TRUSS
I
11
7
Oty
1
1 t s
28-2 -8
6-1-4
Ply
_, 2:t
5x8
AARON BL©RS.
0023
Job Reference
Best
iruns CU, Miami,
2 -0-01
L
5-5-0
5-5-0
5x6
I 12-5-8
7-0-8
12X111 -017-62 I 22 -1-4
0-5-8 4-7-2 4-7-2
5x12 - 2x4
=
3x4 3x6
4 5 6
_e
UStri�
1 35 -3-0
7-0-8
=
8
5x6
Fri Dec 0515:19:40 2003 Page 1
1 408-0 442 -8-t�
5-5-0 2-0-0
Scale =1 :79.7
9 N
OS
2X4 I i Lc
10 11 r-
2-0-0
2X4 111
r; 2
5.00 12
II
`"_
'r
t
`j
.1111M AS
r
19 18 17 16
2x4 11 4x9 = 7x6 = 10x10
5x16 =
4x5 11
4x5 II
5-5-0 12-5 -8 12-11-017-6-2 22 -1-4
15 14
= 7x6
4x9 =
28-2 -8
13
= 2x4
35-3-0
4x5 =
...7:
12 4x5
II
40-8 -0
i 1 1
5-5-0 7-0-8 0-5-8 4-7 -2 4-7 -2 6-1-4
.,d +1 3!., ilimi tixot' e lir'+ i_A*tilas/e:1r,E:�t'YaEi*�.t A ! 604 I,i;c +1 , :1 Wrlr
t i i
7-0-8 5-5-0
', ` F
i `, `,.
r'^` a<
SPACING 2-0-0
Plates Increase 1.33
Lumber increase 1.33
Rep tress [nor
Code 1ANS NO
CSI
TC 0.53
BC 0.78
WB 0.64
(Simplified)
DEFL in (Ioc) Udell L/d
V LL 0.08 13 >999 380
Vert(TL) 0.06 11 >436 180
Horz(TL) 0.02 10 n/a nta
PLATES GRIP
M1120 249/190
Weight 550 lb
w 0 - t}
�^ * •
1 1?
M1 a* 4r5YP
448`2X6SYP1
...01141Rill 2X 4 SYP
REACTIONS ) 2=57310-7-4,
Max Plias �7(tooaad
FORCES ttb) - First Load
TOP RD 1-2=25, 2
BOT CHORD 2- 19=182,18
WEBS 3- 19=124,
, 9-12=123
NOTES
1) 2-ply truss to be connected
Top chords connected
Bottom chords connected
Webs connected as follows:
2) Unbalanced roof live loads
3) Wind: ASCE 7-98; 146mph;
p DOL =1.33.
4 adequate drainage
5 Provide mechanical connection
Dint 18, 4919 lb uplift at
6 is truss design conforms
Girder carries hip end with
8 Design assumes 4x2 (flat
9 Spec 1 hanger(s) or other
1937.01b up at 28 -2-8,
connection device(s) is
LOAD CASE(S)
1) Regular•. Lumber Increase=1.33,
Uniform Loads (plfj
Vert -4-- 90((�0,
Concentrated Loads Vert 18- 2617.1
2) C-C Whit Lumber 1
Uniform Loads
Vert 1 747,
1W,
.1
"Except'
8 SYP SS
No:3
No.3
Case Only
-3=- 203.3-
-19=
3-18=-
together
as follows
as follows:
2 X
have
h =20fk
to prevent
joint 15
with
12-5
orientation)
connection
and 2617.1
the responsibility
4-8- 60.0,
BRACING
TOP CHORD Sheathed or 6-0-0 oc moans. Except
1 Row at midpt 4-8
BOT CHORD directly applied or 6-0-0 oc bracing.
WEBS t� at m dpt 8-15
.2,'- t11
18=5081RM-8, 1546 5/0-4- 8,10= 1923/0 -7-4
case 3),18= 1535( case 3),15 6946(ioad case 4), 21 1 to 2)
4=738, 4-5 =248, 5-6=1401. 6-7=1401, 7-8=1401. 8-,S-2645, 9-1 89,10 -11=25
181,17 - -18= 734,16 -17 734,15 -16= 248,14- 16=2454,13- 14=2454,12 -1 2958,10- 12=2958
912, 4-18 -1276, 416=714, 5- 16=1075, 5- 15= -1786, 7- 15= -322, 8- 15=-5159, 8-13= 3913.9 -13 --644
with 10d Comm on(.148 x3) Nails as follows:
2 X 4 -1 row at 0-9-0 oc.
2 X 6 - 2 rows at 0-4-0 am
4 - 1-rowat 0-9-0 ac, 2 X 6 - 2 rows at 0-9.0 oc. .
been considered for this design.
TCDL=5.0psit BCDL=5.0pst Category 11; Exp C; enclosed C-C Interior zone Lumber DOL =1.33
water
(by others) o� bearing pie capable of withstanding 594 lb uplift at joint 2, 3511 lb uplift at
and 1616 03 uplift at joint 10.
Florida Building Code 2001, based on parameters
-8 end setback
pur>ins at oc indicated, fastened to truss TC w1 210d nails.
devices) shi t� provided suffthient to support cam bads 2617.1th down and
lb down and 1937.0tb up at 12-5-8 on bottom chord. The of such special
of others. ,
Plate =1.33
8-11 -90.0, 2 -18=- 20.0.13 -18 — 339.3.10 -13 =-20.0
Plate increase =1.33
4-8=4&S, 8- 10=723,10.11= 174.7.218= 10.0.13- 18=234:6.10.13 =10.0
8-1042.3, 10-11=184.7
13= -2617.1
1.33.
2- 4*723,
2-4 =-823,
31(10
Truss
HG8
MSS U., -aml, H.
LOAD CASE(S)
Concentrated Loads (lb)
Vert 18= 1937.013= 1937.0
3) 1st unbalanced Regular: Lumber ins =1,33. Plate increase =1.33
Uniform Loads(pff)
Vert 1-90.0, 4- 8= -60.0, 8- 11=30.0, 2 -18=- 20.0, 13 -18= 339.3, 10-13 =-20.0
Concentrated Loads (lb)
Vert 18=- 2617.1 13✓- 2617.1
4) 2nd unbalanced Regular. Lumber Inc rease=1.33, Plate Increase =1.33
Uniform Loads
Vert 1 0, 4 8- 60.0, 8.11= -90.0, 2- 18=- 20.0,13 -18=- 339.3, 10.13 =20.0
Concentrated Loads (lb)
Vert 18=-2617.1 13=-2617.1
Job
3K10
Truss
HH1
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLDRS.
0024
Job Reference optional)
Best Truss GO., Miami, Fl. 5.100 s Mar 25 200 Mi fek Indus _'es, Inc. Mon Nov 24 08:3/:12 2003 Page 1
1 -2 -0-0 1 4-7 -12 9 -0-0 14-5 -8
I 1
2 -0 -0 4-7 -12 4-4-4 5-5-8
1
Scale = 1:29.1
4x5 -
3x4 —
5
6
11
5.00112
2x4
N.
4
1
°i
I
2x4 II
2 ,.-
1
MI
3x4
•
1
9 8
7
3x6 11
3x4 = 3x8 =
2x4 11
1
9-0-0 145 -8
1
9 -0-0 5-5-8
1
Plate Offsets (X,Y): 12:0- 3- 2,0 -2 -14J
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) Udefl Ud
PLATES
GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.60
Vert(LL) 0.02 8 >999 360
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.43
Vert(TL) 0.07 1 >337 180
BCLL 0.0
Rep Stress Incr YES
WB 0.40
Horz(TL) 0.01 7 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight: 81 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7 -12 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-7 -9 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 2 -5 -1
REACTIONS (Ib /size) 7= 787/Mechanical, 2= 962/0 -7-4
Max Horz2= 432(load case 2) Uplift7=- 504(Ioad case 2), 2=- 746(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =22, 2 -3= 1138, 3-4=- 1138, 4-5=- 690, 5-6 =-630, 6-7=-736
BOT CHORD 2 -9= 1015, 8- 9=1015, 7-8=0
WEBS 4-8=- 418, 5-8= -178, 6 -8=802
NOTES
1) Wind: ASCE 7 -98; 146mph; h=208; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33
plate grip DOL =1.33.
2 Provide adequate drainage to prevent water ponding.
3 Refer to girder(s) for truss to truss connections.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 504 Ib uplift at joint 7 and 746 Ib uplift at
joint 2. _ ..,.,
5) is truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert 1-5=-90.0, 5-6= -90.0, 2-7=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert 1- 2=174.7, 2 -5= 73.6, 5-6 =73.6, 2- 7 = -10.0
Horz 1-2=-184.7, 2-5=-83.6
Drag: 5-6=-0.1
Job
' .
31(10
Truss
HH2
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLDRS.
0025
Job Reference (optional)
Best Truss
CO., Miami, FI. 5. 00 s Mar 25 2003 MiTek Industnes, Inc. Mon Nov 24 08:37:12 2003 Page 1
1 -2 -0-0 1 5 -5-12 11 -0-0 14-5 -8
1 1 1
2 -0-0 5 -5-12 5-6-4 3-5 -8
5x6 — Scale = 1:30.2
2x4 II
5.00112
5 6
/m
5x6
111
I
pr
2x4 I I 2
I.
..;
•
3x4
9 8 7
3x6 II
3x4 = 3x4 — 3x6 =
5-7 -12 14-5 -8
i 1
5-7 -12 8 -9 -12
Plate Offsets (X,Y): 12:0- 3- 2,0- 2 -14], 14:0 -3- 0,0-3- 0],[5:0- 3- 0,0 -2-4]
LOADING (sf)
SPACING 2 -0-0
CSI
DEFL in (loci I/defl Ltd
PLATES GRIP
TCLL 30.00
Plates Increase 1.33
TC 0.60
Vert LL 0.02 >999 360
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.45
Vert(TL) -0.18 7 -9 >956 180
BCLL 0.0
Rep Stress Incr YES
WB 0.57
Horz(TL) 0.01 7 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight 84 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -412 oc purfns, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -11 -15 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 2 -10-12
REACTIONS (lb /size) 7= 787 /Mechanical, 2= 962/0 -7-4
Max Horz2= 502(load case 2)
Max Uplift7- 526(Ioad case 2), 2- 724(Ioad case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =22, 2 -3- 1146, 3-4= -1146, 4-5= 1106, 5-6=-0, 6-7=-149
BOT CHORD 2 -9= 1027, 8-9 =371, 7 -8 =371
WEBS 4-9 =-434, 5- 9= 869, 5- 7=-663
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2 Provide adequate drainage to prevent water ponding.
3 Refer to girder(s) for truss to truss connections.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 526 Ib uplift at joint 7 and 724 Ib uplift at
joint 2.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-5=-90.0, 5-6= -90.0, 2-7=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert: 1-2=174.7, 2 -5 =73.6, 5-6 =73.6, 2- 7 = -10.0
Horz 1-2=-184.7, 2-5=-83.6
Drag: 5-6=-0.2
-2-0 -0
2-0-0
Truss Type
ROOF TRUSS
6-7 -12
2
Job Reference
*TI S V, .. 'ii %
6-7 -12
e
13-0 -0
6-4-4
5.00112
,rr
0026
nc. Thu Jan 22 T3:54:40-20041: age
14-5 -5
I —I I
1 -5-8 I
5x6 = Scale =1:33
2x4 II
6 7
6-7 -12
6-7 -12
'apt'
Left
2=974/0-74
case 22) 2=- 723(load case 2)
CSI
TC 0.60
BC 0.29
WB 0.79
(Matrix)
10 9 8
3x4= 3x4 = 3x6
14-5 -8
7 -9-12
M1120
GRIP
249/190
Weight 89 Ib
BRACING
TOP CHORD Sheathed or 5-59 oc puffins, except end verticals.
BOT CHORD Rigid ceaim directly applied or 7 -7 -1 oc bracing.
TOP GHOF 11 t -'" ` 2-3= -1231 3- 4=4064, 4-5=- 1196.6 -6 =1085, 6 -7=16, 7 -8=122
BOTCHOF01 21' '{ + .94 3, 8 -9=203
WEBS 4-10 6. 8=-840 6-10 =1075
NOTES
1) :ASCU B;146mp TCDL .Opsf; BCDL .Opsf; Category 0; Exp C; enctosed;C C interior zonedlumber DOL=1.33
X1.3;3.
to-prevent water porting.
Refet to gbiter(s)fctrtryss .tries
Provide t (by others) of truss to bearing plate capabte of withstancfing 527 Ib tit at joint 8 and 7231b uplift at
JS gn c with erica Bulding Coda 2001, based on parameters fncated.
assuntes 4$r2 (flat orientation) purling at oc swing meted, fastened to truss TC w12 - -10d nails.
LOAD
1 ",L =1.33, Plate Increase*1.33
(pit
Vert - 6=900, 6-7=-90.0, 2- 1---0.0
2) CO d Ld (M. e=1.33. Piste Increast 1.33
Uniform Vert 1-2=174.7, 2- 6=73.6, 6-7 =73.6, 2- 8= -10.0
Hxx 1-2=484.7, 2 -683.6
Drag: 6-74
Job
3K10
Truss
HH4
Truss Type
ROOF TRUSS
Qty
1
PIy
1
AARON BLURS.
0027
Job Reference (optional)
Best
Truss GO., Miami, FI. 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:13 2003 Page 1
-2 -0 -0 1 5 -0 -0 9 -7-0 14-5 -8
1 1 I
2 -0 -0 5 -0 -0 4-7-0 4-10 -8
Scale = 1:29.0
4x5 =
3x4 = 2x4 11
4 5 6
5.00112
�
r,- 2x4 11 2
II
■
0, 1
CLJ
3x4
•
1
3x6 11
9 8 7
3x4 - 3x4 = 3x6 =
I
5 -0-0 14-5 -8
1 I
5 -0-0 9-5-8
Plate Offsets (X,Y): 12:0- 3- 2,U -2 -14j
LOADING (sf)
SPACING 2 -0-0
CSI
DEFL in (loc) Udefl Lid
PLATES GRIP
TCLL 30.00
Plates Increase 1.33
TC 0.60
Vert LL 0.02 $9 >999 360
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.47
Vert(TL) -0.20 7 -9 >840 180
BCLL 0.0
Rep Stress Incr YES
WB 0.54
Horz(TL) 0.02 7 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight: 74 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-2 -13 oc puriins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -3-6 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 2-8-9
REACTIONS (Ib /size) 7= 787/Mechanical, 2= 962/0 -7-4
Max Horz2= 293(load case 2)
Max Upiift7=- 472(load case 2), 2= 778(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =22, 2- 3=- 1187, 3-4=- 1187, 4-5=-1066, 5-6 =0, 6-7=-213
BOT CHORD 2 -9= 1062, 8- 9=947, 7 -8=947
WEBS 4 -9=78, 5- 9=136, 5-7=-1063
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20R; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2 Provide adequate drainage to prevent water ponding.
3 Refer to girder(s) for truss to truss connections.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 Ib uplift at Joint 7 and 778 Ib uplift at
joint 2.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (if)
Vert: 1 4 90.0, 4-6 =90.0, 2 -7 '-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -2= 174.7, 2- 4= 73:6, 4-6 =73.6, 2-7=-10.0
Horz 1-2=-184.7, 2-4 =-83.6
Drag: 4-5=-0.1
Job
3K10
Truss
HH5
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
0028
Job Reference optional)
Best
Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Indus 'es, Inc. Mon Nov 24 08:37 :14 2003 Page 1
-2 -0-0 1 7-0 -0 14-5 -8
1 1
2 -0 -0 7 -0 -0 7 -5-8
Scale = 1:29.0
4x7 =
2x4 II
4 5
5.00112
a
3
V
I
2x4 11 2
01
3x4
3x4
II
8 7 6
3x6 11
2x4 11 3x4 = 3x6 =
1
7 -0-0 14-5 -8
1 1
7 -0-0 7 -5-8
Plate Utfsets (X,Y): [2:0- 3- 2,0- 2 -14j, [4:0- b- 4,0 -2-0j
LOADING(sf)
SPACING 2 -0-0
CSI
DEFL in (loc) Udefl Ud
PLATES GRIP
TCLL 30.00
Plates Increase 1.33
TC 0.93
Vert LL -0.00 88 >999 360
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.35
Vert(TL) 0.07 1 >337 180
BOLL 0.0
Rep Stress Incr YES
WB 0.43
Horz(TL) 0.02 6 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight 75 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-2 -15 oc purl ns, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-1 -7 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-6
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 3-9-9
REACTIONS (Ib /size) 6= 787 /Mechanical, 2= 962/0 -7-4
Max Horz2= 362(load case 2)
Max UpIi t6=- 486(load case 2), 2= 764(ioad case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =22, 2-3=-964, 3-4=-964, 4-5 =0, 5-6=-329
BOT CHORD 2- 8=866, 7-8= 873, 6-7 =873
WEBS 4-8= 143, 4-6=-954
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2 Provide adequate drainage to prevent water ponding.
3 Refer to girder(s) for truss to truss connections.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 486 Ib uplift at joint 6 and 764 Ib uplift at
joint 2.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 1- 90.0, 4-5=-90.0, 2-6=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plfl
Vert 1 -2= 174.7, 2-4= 73.6, 4-5 =73.6, 2-6=-10.0
Holz: 1-2=-184.7, 2 4- 83.6
Drag: 4-5=-0.1
Job
3K10
Truss
HHG1
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLURS.
0029
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Indus es, Inc. Mon Nov 241M:37:14 2003 Page 1
-2 -0 -0 I 3-0 -0 6 -10 -7 10 -7 -1 14-5 -4
1 1
2 -0-0 3-0-0 3-10 -7 3-8 -11 3 -10-3
Scale = 1:28.7
5x8 -
2x4 11 3x8 - 2x4 11
5.00112 3 4 5 6
2x4 -
►
�
r
*NI
3x6 - 11 10 9 8 7
2x4 11 3x8 = 3x4 = 2x4 11 3x6 —
3-0-0 I 6-10 -7 10-7 -1 14-5 -4
I 1 1
3-0 -0 3-10 -7 3-8 -11 3-10 -3
Plate Offsets (X,Y): [2:0- 2- 4,0 -1-8], (3:0- 5- 12,0 -2-8]
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 3-0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress !nor NO
Code FBC2001 /ANSI95
CSI
TC 0.66
BC 0.43
WB 0.58
(Simplified)
DEFL in (Ioc) Vdefl Lid
Vert LL 0.10 10 >999 360
Vert(TL) -0.13 10 >999 180
Horz(TL) 0.04 7 n/a n/a
PLATES GRIP
M1120 249/190
Weight 78 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 *Except* TOP CHORD 2 -0-0 oc purlins (5 -7 -11 max.), except end verticals, and
3-6 2 X 4 SYP No.2 (Switched from sheeted: Spacing > 2 -0-0).
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5 -10 -15 oc bracing.
WEBS 2 X 4 SYP No.3 *Except*
6-7 2 X 6 SYP No.2
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib /size) 7= 1133 /Mechanical, 2= 1463/0 -7-4
Max Horz2 =356 Toad case 2)
Max Uplift7 =6 (load case 2), 2= 1243(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =37, 2 -3= 1908, 3-4= 2511, 4-5 =- 2511, 5-6 =0, 6-7=-239
BOT CHORD 2 -11 =1661, 10 -11= 1674, 9-10= 1927, 8-9 =1927, 7- 8=1927
WEBS 3-11= 139, 3-10= 900, 4-10 =- 468, 5- 10434, 5- 8=108, 5-7=-2102
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0pst Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2 Provide adequate drainage to prevent water ponding.
2 Provide adequate drainage to prevent water ponding.
3 Refer to girder(s) for truss to truss connections.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 Ib uplift at joint 7 and 1243 Ib uplift
5 That joint truss 2.
design conforms with Florida Building Code 2001, based on parameters indicated.
6 Girder carries hip end with 3-0-0 end setback
7 Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails.
8 Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41.31b down and 27.4Ib
up at 3-0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others.
LOAD CASE(S)
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-3=-135.0, 3-6=-132.2, 2-11=-30.0, 7 -11 =-29.4
Concentrated Loads (Ib)
Vert: 11=-41.3
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=262.1, 2- 3= 110.4, 3-6= 107.7, 2-11=-15.0, 7- 11 = -14.7
Horz: 1-2=-277.1, 2- 3= -125.4
Drag: 3- 4=-1.6
Concentrated Loads (Ib)
Vert: 11 =27.4
Job
3K10
Truss
J1
Best Truss CO., Miami, F1.
1
Truss Type
ROOF TRUSS
-2 -0-0
Qty
20
Ply
1
AARON BLDRS.
0030
Job Reference (optional)
5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:37:15 2003 Page 1
3
2 -0-0
1 -0-0
1 -0 -0
1
1 -0 -0
1 -0 -0
Scale = 1:6.4
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.33
BC 0.00
WB 0.00
(Matrix)
DEFL in (Ioc) I/defl Ud
Vert(LL) n/a - n/a 999
Vert(TL) 0.03 1 >710 180
Horz(TL) 0.00 3 n/a n/a
PLATES
MI120
Weight 12 Ib
GRIP
249/190
LUMBER
TOP CHORD 2 X 6 SYP No.2
BOT CHORD 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.3
REACTIONS (lb /size) 3= 147/0 -1-8, 2= 417 /0 -7-4, 4= 9/Mechanical
Max Horz2 =163 load case 2)
Max Uplift3 =14 (load case 1), 2=-. 756(load case 2)
Max Grav3=341(load case 2), 2= 417(load case 1), 4= 9(Ioad case 1)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2=49, 2-3=-131
BOT CHORD 2-4=0
BRACING
TOP CHORD Sheathed or 1 -0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0ps1 BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2 Refer to girder(s) for truss to truss connections.
3 Provide mechanical connection by others) of truss to bearing plate at joint(s) 3.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 Ib uplift at joint 3 and 756 Ib uplift at
joint 2.
5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3.
6) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S) _
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-3=-90.0, 2-4 =-20.0
2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -2= 174.7, 2 -3 =80.7, 2-4 =-10.0
Horz: 1-2=-184.7, 2 -3 =-90.7
Job
3K10
Truss
J10
Best Truss CO., Miami, FI.
Truss Type
Ply AARON BLDRS.
0
ROOF TRUSS 2 1
4-10 -8
2x4 I i
1
4-10 -8
0031
Job Reference (optional)
5. 00 s Mar 25 200 MiTek Industnes, Inc. Mon Nov 14 08:37:15 2003 Page 1
10 -5 -0
5.00112
5x16
2
5-6-8
2x4 I I
4
6
3x4
10 -5-0
5
3x6 —
10-5 -0
Scale = 1:26.0
LOADING (psi)
TCLL 330.00
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.41
BC 0.50
WB 0.30
(Simplified)
DEFL in (Ioc) Udeft Ud
Vert(LL) n/a - n/a 999
Vert(TL) -0.52 5-6 >229 180
Horz(TL) -0.01 5 n/a n/a
PLATES GRIP
MI120 249/190
Weight: 56 Ib
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (Ib /size) 5= 574/Mechanical, 6= 550/Mechanical
Max Harz 6 =379 Toad case 2)
Max Uplift5- (load case 2), 6= 223(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =0, 2 -3=0, 3-45, 1-6=-205
BOT CHORD 5-6 =444
WEBS 2-5=489, 2-6=-507, 3-5=-270
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-2 -2 oc bracing.
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 484 Ib uplift at joint 5 and 223 Ib uplift at
joint 6.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-4 =- 90.0, 5-6=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-3=76.0, 3-4= 174.7, 5-6=-10.0
Harz: 1- 3=- 86.0, 3-4= -184.7
Job Truss
31(10 J11
Best Truss ,
•
1
--TrusiType
ROOF TRUSS
2x4
-2-0-0
2-0-0
5-5-8
5-5-8
BMW-
0032
Job Reference (00iona1)_
.100 s Mar 25 2003 *1 • nc. Thu Jan 22 1-35440.4004 Page 1
5x6
11-0-0
5-8-8
5.00 1 2
2x4 11 Scale =1:26.8
6
3x4
7
4x5 =
11-0-0
11-0-0
110..3 2-10-5
74114Thilechar1cal
Oise 2)
case2). 7=-500(load case 2)
3-4=-565. 45=-0. 5-6=-6
BRACING
TOP CHORD Sheathed or 6-0-0 oc puffins.
BOT CHORD Rigid ceiling deadly applied or 7-10-14 oc bracing.
TCDL=6.0psf; BCDL=5.0psf; Category II; Exp C; endosed;C-C interior zone;Lumber DOL=1 .33
connectems.
(by Ohms) of truss to bearing plate capable of withstanding 591 lb uplift at joint 2 and 500 lb uplift at
ROMS Bolas Code 2001, based on parameters Indicated.
1;k,7
extreaseh33. Rate incretne=1.33
0, 2-7*-20.0
Increase=4.33. Rate Increasep11.33
74.7. 2-5=75.0. 6-6=174.7, 2-7=-10.0
164.7, 2-5=454 644641
Job
31(10
Truss
J11A
Truss Type
ROOF TRUSS
Qty
9
Ply
1
AARON BLDRS.
0033
Job Reference optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Indu es, Inc. Mon Nov 24 08:37:16 2003 Page 1
1 5 -11-4 11 -10-8
1
5 -11-4 5 -11-4
1
5.00112 2x4 11 Scale = 1:29.3
4
3x4
:0011.11:11
3x4 3
2 '
I�
3x4
1
fie
,9
7 6 5
2x4 ii 3x10 = 3x6 =
5 -11-4 11 -10-8
1 I 1
5 -11-4 5 -11-4
Plate Offsets (X,Y): (6:0- 3- 8,0 -1-8]
LOADING (sf)
SPACING 2 -0-0
CSI
DEFL in (Ioc) I/defl Ud
PLATES GRIP
TCLL 60
Plates Increase 1.33
TC 0.58
Vert LL 0.02 >999 360
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.25
Vert(TL) -0.04 6 -7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.51
Horz(TL) -0.01 5 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight: 67 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-11 -5 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib /size) 5= 637/Mechanical, 7= 637/Mechanical
Max Horz7 =41 load case 2)
Max Uplift5=- 48d(load case 2), 7= 269(Ioad case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =-659, 2 -3=-0, 3 -4=-0, 4-5=-261, 1-7=-579
BOT CHORD 6-7=-0, 5 -6=608
WEBS 2 -6 =51, 2 -5 =-687, 1 -6=612
NOTES
1) Wlnd: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 484 Ib uplift at joint 5 and 269 Ib uplift at
joint 7.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33; Plate Increase =1.33
Uniform Loads (if)
Vert: 1 90.0, 5-7=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- 4=75.0, 5-7 =10.0
Horz: 1-4 =-85.0
Job
3K10
Truss
J2
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLDRS.
0034
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:17 2003 Page 1
-2 -0 -2 2-4-6
2-0 -2 2-4-6
3
)(caIe=1:8.6
4.97112
0
`/
3x4 �
6
3x4
/ ,
5
3x6 I1
-1 -10-0
2-4-6
1
1 -10-0 2-4-6
1
Plate Offsets (X,Y): [1:0 -0- 10,0 -1-8], [L:0- 3- 2,0 -2 -14]
LOADING (psf)
SPACING 2 -0 -0
CSI
DEFL in (Ioc) Udefl Ltd
PLATES GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.30
Vert(LL) n/a - n/a 999
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.02
Vert (TL) -0.00 2 -5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00 4 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight 15 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-4-6 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.2
SLIDER Left 2 X 4 SYP No.3 1-5-3
REACTIONS (Ib /size) 4=29 /Mechanical, 2= 377 /0 -7-4, 5=23 /Mechanical
Max Horz 2= 160(load case 2)
Max Uplift4 — 53(Ioad case 2), 2 — 279(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2=43, 2-3=-99, 3-4=-25
BOT CHORD 2 -5 =0
WEBS 1-6 =0
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 Ib uplift at joint 4 and 279 Ib uplift at
joint 2.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 1- 4= -90.0, 2-5=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads ( I
Vert: 1.80.7, 2-5=-10.0
Horz: 1-4 =-90.7
,Job
3K10
Truss
J2A
Truss Type
ROOF TRUSS
Qty
2
PIy
1
AARON E LDRS.
0035
Job Reference (optional)
Best 1 russ GO., Miami, FI. 6. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:18 2003 Page 1
-2 -0-0 2 -3-2
2 -0-0 2 -3-2
)caIe=1:8.5
3
5.00112
CNI
2
O
2x4 11
3x4 ____._
5
r
3x6 11
2 -3-2
1
2 -3-2
Mate Offsets (X,Y): (2:0- 3- 2,0 -2 -14]
LOADING (
SPACING 2 -0-0
CSI
DEFL in (Ioc) Udefl L/d
PLATES GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.60
Vert(LL) n/a - n/a 999
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.02
Vert(TL) 0.09 1 >249 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00 4 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight 15 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2 -3-2 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 1-5-2
REACTIONS (Ib /size) 4= 22/Mechanical, 2= 373/0 -7-4, 5= 22/Mechanical
Max Horz 2= 203(load case 2) Uplift2= 546(load case 2)
Max Grav4= 40(Ioad case 2), 2= 373(Ioad case 1), 5= 22(load case 1)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2=43, 2- 3=-98, 3-4=-24
BOT CHORD 2 -5 =0
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2 Refer to girder(s) for truss to truss connections.
33 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546 Ib uplift at joint 2.
4 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 190.0, 2-5=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=174.7, 2-4 =80.7, 2-5=-10.0
Horz: 1- 2=- 184.7, 2-4 =-90.7
Job
31(10
Truss
J2B
Truss Type
ROOF TRUSS
Best Truss CO., Miami, FI.
Ply
4
1
AARON BLDRS.
0036
Job Reference (optional)
5.100 s Mar 25 200 MiTek Industnes, Inc. Mon Nov 24 08:37:18 2003 Page 1
2x4 -
2 -0 -0
3
2 -0-0
Scale = 1:7.0
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2 -0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.12
BC 0.20
WB 0.00
(Matrix)
DEFL in (loc) I/defl Ud
Vert LL 0.01 1-3 >999 360
Vert TL 0.01 1 -3 >999 180
Horz(TL) 0.00 n/a n/a
PLATES
M1120
Weight: 7 Ib
GRIP
249/190
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2 -0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (Ib /size) 2= 205/Mechanical, 3= 21/Mechanical
Max Horz2 =-412 Toad case 2), 3= 529(Ioad case 2) Uplift2 =341 (load case 2), 3 =12 (load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =286
BOT CHORD 1-3=-227
NOTES
1) Wind: ASCE 7 -98; 146mph; h =15ft; TCDL =5.0 sf; BCDL= 5.0psf; Category 11; Exp C; partially;C -C interior zone; cantilever left and
right exposed ;Lumber DOL= 1.33 plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 341 Ib uplift at joint 2 and 127 Ib uplift at
joint 3.
4) Non Standard bearing condition. Review required.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (p10
Vert 1-2=-90.0, 1 -3 =20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert 1 -22 =1 104.2, 1 -3 =123.9
Horz: 1 -2 =114.2
Job
3K10
Truss
J3
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
Job Reference optional)
0037
Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 MiTek Indu "es, Inc. Mon Nov 24 08:37:19
2003 Page 1
-2-0 -0 3-9 -0
2 -0-0 3-9 -0
'il
e= 1:10.8
5.00112 3
2
.✓,
2x4 H I
■
1
3x4
PI
5
3x6 I 1
3-9 -0
3-9-0
Plate Offsets (X,Y): (2:0- 3- 2,0 -2 -14]
LOADING (psf)
SPACING 2 -0-0
CSI
DEFL in (loo) I/defl Lid
PLATES
GRIP
TCLL 30.10
Plates Increase 1.33
TC 0.60
Vert LL n/a - n/a 999
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.06
Vert(TL) 0.08 1 >276 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00 4 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight 20 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 2 -0-7
REACTIONS (Ib /size) 4= 120 /Mechanical, 2= 424/0 -7-4, 5= 37/Mechanical
Max Horz2 =259 (load case 2)
Max Up1i t4r-95(oad case 2), 2 — 523(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2=43, 2-3=-108, 3 -4=33
BOT CHORD 2 -5 =0
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 Ib uplift at joint 4 and 523 Ib uplift at
joint 2.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 1 -90.0, 2-5=-20.0
2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=174.7, 2-4 =80.7, 2-5=-10.0
Harz: 1-2=-184.7, 2-4 =-90.7
,Job
'
3K10
Truss
J3A
Truss Type
ROOF TRUSS
Qty
10
Ply
1
AARON BLIJRS.
0038
Job Reference (optional)
Best Truss GO., Miami, FI. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Nov 24 08:37:19 2003 Page 1
-2 -0 -0 3-0-0
2 -0-0 3 -0 -0
le = 1:9.6
5.00112 3
S
2
0
2x4 11
3x4
5
P
„
3x6 11
3-0 -0
3-0-0
Hate Offsets (X,Y): [2:0-3-2,0-2-14]
LOADING (post)
SPACING 2 -0-0
CSI
DEFL in (loc) I/defl lid
PLATES GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.60
Vert(LL) n/a - n/a 999
M1120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.04
Vert(TL) 0.09 1 >246 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00 4 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 18 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 1-7-9
REACTIONS (Ib /size) 4=74 /Mechanical, 2= 394/0 -7-4, 5 =29 /Mechanical
Max Horz2= 231(load case 2)
Max Uplift4 — 35(load case 2), 2 — 527(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2=43, 2-3=-102, 3 -4=18
BOT CHORD 2 -5 =0
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 Ib uplift at joint 4 and 527 Ib uplift at
joint 2.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Reeggular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- 4= -90.0, 2-5=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=174.7, 2-4 =80.7, 2-5=-10.0
Horz: 1-2=-184.7, 2-4 =-90.7
,Job
3K10
Truss
J3B
Truss Type
ROOF TRUSS
Qty
17
Ply
1
AARON BLDRS.
0039
Job Reference optional)
Best Truss CO., Miami, FI. 5. 00 s Mar 25 200 MtTek Indus 'es, Inc. Mon Nov 24 08:37:20 2003 Page 1
-2 -0-0 3-0-0
� 4
2 -0-0 3-0-0
le = 1:9.6
5.0012 3
2
0
2x4 11
WO
3x4
5
PI
l■-■■
3x6 11
3-0 -0
3-0-0
Hate Ottsets (X,Y): (2:0- 3- 2,0 -2 -14]
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) Udefl Lid
PLATES GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.60
Vert(LL) n/a - n/a 999
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.04
Vert(TL) 0.09 1 >246 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00 4 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 18 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 1-7-9
REACTIONS (Ib /size) 4= 74/Mechanical, 2= 394/0 -7-4, 5= 29/Mechanical
Max Horz2=231(load case 2)
Max Uplift4 — 35(oad case 2), 2- 527(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2=43, 2-3=-102, 3 -4=18
BOT CHORD 2 -5 =0
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enciosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 Ib uplift at joint 4 and 527 Ib uplift at
joint 2.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 1--90.0, 2 -5 =20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plfl
Vert: 1- 2=174.7, 2-4 =80.7, 2-5=-10.0
Horz 1- 2- 184.7, 2-4 =-90.7
Job
31(10
Truss
.14
Truss Type
ROOF TRUSS
4
Ply AARON BLURS.
1
Best Truss CU., Miami, M.
5.100 s Mar 25200
0040
Job Reference (optional)
MiTek Industries, Inc. Mon Nov 24 08:37:20 2003 Page 1
1 -9 -14
1 -9 -14
11
0 -3-10
4-0-0
1 -10 -8
Scale = 1:10.2
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2 -0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.34
BC 0.36
WB 0.14
(Matrix)
DEFL in (loc) Vdefl Lid
Vert (LL) 0.10 1 >264 360
Vert (TL) 0.09 1 >299 180
Horz(TL) 0.05 3 n/a n/a
PLATES
MI120
Weight: 14 Ib
GRIP
249/190
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (Ib /size) 3= 2/Mechanical, 4=- 48/Mechanical, 5= 486/0 -8-0
Max Horz5= 209(load case 2)
Max Uplift3= 3(Ioad case 2), 4=- 48(ioad case 1), 5=-780(load case 2)
Max Grav3= 2(load case 1), 4= 113(load case 2), 5= 486(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =72, 2 -3=-62
BOT CHORD 1-5=-0, 4-5 =0
WEBS 2-5=-325
BRACING
TOP CHORD Sheathed or 4-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
NOTES
1) Wind: ASCE 7 -98; 146mph; h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; partially;C -C interior zone; cantilever left and
right exposed ;Lumber DOL =1.33 plate grip L =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 Ib uplift at Joint 3, 48 Ib uplift at joint 4
and 780 Ib uplift at joint 5.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-3=-90.0, 1-4= -20.0
2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-3=104.2, 1 -5= 123.9, 4-5 =-10.0
Horz 1-3=-114.2
Job
3K10
Truss
J5
Truss Type
ROOF TRUSS
Qty
9
Ply
1
AARON BLDRS.
Job Reference optional)
0041
Best Truss CO., Miami, Fl. 5.100 s Mar 25 2003 MITek Indus es, Inc. Mon Nov 24 08:37:21 2003 Page 1
-2 -0-0 5-0-0
1
2 -0 -0 5-0-0
4
•-
= 1:12.8
5.00112
3
.S.
2
2x4 11
3x4
IIIII .111111
5
3x6 11
5 -0 -0
5-0-0
Hate Offsets (X,Y): 12:0- 3- 2,0 -2 -14J
LOADING ( ssft)
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES
GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.60
Vert(LL) n/a - n/a 999
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.10
Vert(TL) 0.04 1 >539 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.01 4 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 251b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 2-8-9
REACTIONS (lb/size) 4= 188 /Mechanical, 2= 481 /0 -7-4, 5= 49/Mechanical
Max Horz2= 306(load case 2)
Max Uplift4= 180(load case 2), 2= 534(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2=43, 2-3=-123, 3 -4=54
BOT CHORD 2 -5=0
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 4 and 534 lb uplift at
joint 2.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert 1 4— 90.0, 2-5=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert 1-2=174.7, 2-4 =80.7, 2-5=-10.0
Holz: 1-2=-184.7, 2-4 =-90.7
Job
3K10
Truss
J5A
Truss Type
ROOF TRUSS
Qty
4
Ply
1
AARON BLDRS.
0042
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industnes, Inc. Mon Nov 24 08:37:22 2003 Page 1
1 -2 -0 -0 5 -0 -0
1
2 -0 -0 5-0 -0
4
1
le = 1:13.3
5.00112
i
3
I
2
2x4 11
3x4
5
P
3x6 11
5-0-0
5-0-0
Plate Offsets (X,Y): 1,2:0- 3- 2,0 -2 -14j
LOADING (psi)
SPACING 2-0-0
CSI
DEFL in (Ioc) Udefl Ud
PLATES
GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.60
Vert(LL) n/a - n/a 999
M1120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.10
Vert(TL) 0.04 1 >539 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.01 4 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 25 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 2-8-9
REACTIONS (Ib /size) 4= 188/Mechanical, 2= 481/0 -7-4, 5= 49/Mechanical
Max Horz 2= 306(load case 2) Uplift4- 180(load case 2), 2- 534(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =43, 2-3=-123, 3 -4=54
BOT CHORD 2 -5 =0
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 Ib uplift at joint 4 and 534 Ib uplift at
joint 2.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (1f)
Vert: 190.0, 2-5=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=174.7, 2-4 =80.7, 2-5=-10.0
Horz: 1-2=-184.7, 2-4 =-90.7
Job
3K10
Truss
J6
Best Truss GO., Miami, Fl.
N
Truss Type
ROOF TRUSS
6 -0 -0
3
Ply AARON BLDRS.
1
0043
I Job Reference (optional)
5.100 s Mar 25 2003 Mi I ek Industnes, Inc. Mon Nov 24 08:3f:22 2003 Page 1
6 -0-0
2x4 =
2x4 11
1 -9 -14 F -1 -81
1 -9 -14 0 -3-10
6-0-0
4
3-10 -8
Scale = 1:14.4
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2 -0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.37
BC 0.17
WB 0.16
(Matrix)
DEFL in (Ioc) l/defl Ud
Vert(LL) 0.06 1 >473 360
Vert (TL) -0.05 1 >498 180
Horz(TL) -0.03 3 n/a n/a
PLATES
MI120
Weight: 20 Ib
GRIP
249/190
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (lb /size) 3= 125 /Mechanical, 4=15 /Mechanical, 5= 520/0 -8-0
Max Horz 5= 303(Ioad case 2) Uplift3= 178(load case 2), 5= 711(load case 2) Grav3= 125(load case 1), 4= 37(load case 2), 5? 520(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =79, 2-3=-84
BOT CHORD 1-5 =0, 4-5 =0
WEBS 2-5=-397
BRACING
TOP CHORD Sheathed or 6 -0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
NOTES
1) Wind: ASCE 7 -98; 146mph; h =15ft; TCDL =5.0 sf; BCDL= 5.0psf; Category II; Exp C; partially;C -C interior zone; cantilever left and
right exposed ;Lumber DOL =1.33 plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 Ib uplift at joint 3 and 711 Ib uplift at
joint 5.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads pif)
Vert: 1-a=-90.0, 1-4 =-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Unfform Loads (p10
Vert: 1 -$3 103.6, 1 -5= 123.2, 4-5=-10.0
Horz: 1- 3= -113.6
,Job
3K10
Truss,
J7
Truss Type
ROOF TRUSS
Qty
4
Ply
1
AARON BLDRS.
0044
Job Reference (optional)
Best Truss CO., Miami, FL 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:23 2003 Page 1
-2-0 -0 7 -0 -0
2 -0 -0 7 -0 -0
4
-
-= 1:16.7
ti
5.00112
3
•
2
r;
NA
0
2x4 1
�:
1141
3x4 3x4
5
3x6 11
7-0-0
7 -0 -0
Plate Offsets (X,Y): 12:0- 3- 2,U -2 -14J
LOADING (psf)
SPACING 2 -0-0
CSI
DEFL in (loc) Udefl Lid
PLATES
GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.79
Vert(LL) n/a - n/a 999
MII20
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.21
Vert ('TL) 0.16 1 >142 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.03 4 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 33 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 3-9-9
REACTIONS (Ib /size) 4=288/Mechanical, 2= 581 /0 -7-4, 5=69 /Mechanical
Max Harz 2= 376(load case 2)
Max Uptift4=- 289(Ioad case 2), 2 =563(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2=43, 2-3=-153, 3-4=86
BOT CHORD 2 -5 =0
NOTES
1) Wind: ASCE 7 -98; 146mph: h =20ft; TCDL= 5.0psf; BCDL= 5.0psf: Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 289 Ib uplift at joint 4 and 563 Ib uplift at
joint 2.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (If)
Vert: 190.0, 2-5 =20.0
2) C-C Wind: Lumber Increase=1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert: 1-2=174.7, 2- 4=78.9, 2 -5 =10.0
Harz: 1-2=-184.7, 2-4=-88.9
IJob
3K10
Truss
J8
Best Truss CO., Miami, FI.
Truss Type
ROOF TRUSS
Ply AARON BLDRS.
2 1
0045
Job Reference (optional)
5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:23 2003 Page 1
6
3x4 =
8-5 -0
5
3x6 =
8 -5-0
Scale = 1:21.9
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.27
BC 0.33
WB 0.16
(Simplified)
DEFL in (loc) l/defl Ud
Vert(LL) n/a - n/a 999
Vert(TL) - 0.21 5-6 >447 180
Horz(TL) -0.00 5 n/a n/a
PLATES
MI120
Weight: 45 Ib
GRIP
249/190
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (Ib /size) 5= 464/Mechanical, 6= 440 /Mechanical
Max Horz6= 313(Ioad case 2) Uplift5=- 411(load case 2), 6- 176(Ioad case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =0, 2 -3=-0, 3 -4=-5, 1-6=-162
BOT CHORD 5 -6=337
WEBS 2 -5- 373, 3-5=-223, 2-6=-391
BRACING
TOP CHORD Sheathed or 6-0 -0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing.
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 411 Ib uplift at joint 5 and 176 Ib uplift at
4) Thjoint 6.
is truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If).
Vert: 1 4 90.0, 5-6=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads pif)
Vert: 1-3=77.5, 3- 4= 174.7, 5-6 =10.0
Horz: 1- 3=- 87.5, 3-4= -184.7
Job
3K10
Truss
J9
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLDRS.
Job Reference (optional)
0046
Best Truss CO., Miami, H. 5.100 s Mar 25 2003 Mi fek Industries, Inc. Mon Nov 24 08:37:24 2003 Page 1
I -2 -0-0 I 4-6-0 9 -0 -0
I 1
2 -0-0 4-6-0 4-6 -0
2x4 11
Scale = 1:22.5
• 5
6
i
5.00112
2x4
�
2
.
2x4
1
mm
:
,
/
3x4 7
1110---
3x6
11 3x6 —
1
9 -0 -0
9 -0-0
Plate Uttsets (X,Y): [2:0- 3- 2,0 -2 -14j
LOADING (psf)
SPACING 2 -0 -0
CSI
DEFL in (loc) I/defl Lid
PLATES
GRIP
TCLL 30.00
Plates Increase 1.33
TC 0.60
Vert LL n/a - n/a 999
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.35
Vert(TL) -0.21 2 -7 >487 180
BCLL 0.0
Rep Stress Incr YES
WB 0.19
Horz(TL) -0.01 7 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight: 50 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-0 -13 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 2-4-2
REACTIONS (lb /size) 2= 655/0 -7-4, 7= 504/Mechanical
Max Holz 2 =456 load case 2) Uplift2= (load case 2), 7=- 427(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =22, 2
-3 =-461, 3 1 -161,
4-5 =0, 5-6= -5
BOT CHORD 2 -7=405
WEBS 4-7=- 449, 5-7=-223
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 545 Ib uplift at joint 2 and 427 Ib uplift at
joint 7.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 —90.0, 2 -7 =20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -2= 174.7, 2 -5= 77.1, 5-6= 174.7, 2-7=-10.0
Horz: 1-2=-184.7, 2-5=-87.1, 5-6=-184.7
Job
'
3K10
Truss
M1
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLURS.
0047
Job Reference (optional)
Best Truss CO., Miami, Fl. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:24 2003 Page 1
I -2-0 -2 2 -1 -13 4
1
2 -0 -2 2 -1 -13
Scale = 1:8.3
3
4.9712
.
�2
2x4 II
1
3x4
5
PI
3x8 -
2 -1 -13
1
2 -1 -13
Plate Offsets (X,Y): [2:0- 7- 2,0 -1 -10]
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/defl L/d
PLATES GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.61
Vert(LL) -0.00 2 -5 >999 360
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.31
Vert(TL) -0.03 2-4 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 15 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2 -1 -13 oc purfns.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 1-5-1
REACTIONS (Ib /size) 2= 373/0 -7-4, 5 =39 /Mechanical
Max Horz 2= 314(load case 2) Upiift2=- 619(load case 2), 5= 78(Ioad case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2=43, 2 -3= 107, 3 -4=-31
BOT CHORD 2 -5 =0
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 Ib uplift at joint 2 and 78 Ib uplift at
joint 5.
4) Non Standard bearing condition. Review required.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert 1 4- 90.0, 2-5=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-4=174.7, 2-5=-10.0
Horz: 1- 4= -184.7
,Job
'
3K10
Truss
M2
Truss Type
ROOF TRUSS
Qty
7
Ply
1
AARON BLDRS.
0048
Job Reference (optional)
Best Truss CO., Miami, F . 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:25 2003 Page 1
-2 -0 -0 7 -2 -12 145-8
1
2 -0 -0 7 -2 -12 7 -2 -12
5.00112 2x4 11
Scale = 1:36.3
6
3x6
3x4
4
i
N. 2x4 11 2
6. 1
• uI:
3x4
•
PM" 3x4
9 8 7
x. 11
3x4 - 3x6 -
2x4 11
1 7 -2 -12 14-5-8
1 1
7 -2 -12 7 -2 -12
I-'late Offsets (X,Y): 12:0- 3- 2,0 -2 -14j
LOADING (psf)
SPACING 2 -0-0
CSI
DEFL in (loc) Udefl Ud
PLATES
GRIP
TCLL 30.60
Plates Increase 1.33
TC 0.91
Vert(LL) -0.01 9 >999 360
MI120
2491190
TCDL 15.0
Lumber Increase 1.33
BC 0.35
Vert(TL) 0.07 1 >337 180
BCLL 0.0
Rep Stress Incr YES
WB 1.00
Horz(TL) 0.02 7 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight 81 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3 -3-12 oc purrns, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -9-6 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6 -7
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 3-10 -2
REACTIONS (lb/size) 7= 787/Mechanical, 2= 962/0 -7-4
Max Horz2= 616(load case 2)
Max Uplift7= 570(load case 2), 2=- 679(Ioad case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =22, 2 -3- 942, 3-4=- 942, 4-5 =0, 5-6 =0, 6-7=-319
BOT CHORD 2 -9= 846, 8- 9=846, 7 -8=846
WEBS 4-9= 143, 4-7=-935
NOTES
1) Wind: ASCE 7 -98; 146mph; h=20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 Ib uplift at joint 7 and 679 Ib uplift at
joint 2.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 —90.0, 2-7=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- 2=1174.7, 2-6 =73.6, 2-7=-10.0
Horz: 1-2=-184.7, 2-6 =-83.6
,Job
3K10
Truss
M3
Truss Type
ROOF TRUSS
Qty
5
PIy
1
AARON BLDRS.
0049
Job Reference (optional)
Best Truss CO., Miami, FI. 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:26 2003 Page 1
-2 -0-0 3-2 -12 2x4 1
ti
2 -0 -0 3-2 -12
5.00112 3
2 0
4
Ill
MI
Gale = 1:10.0
2x4 11
IMA
3x4
PI
5
3x6 2x4
11 I I
3-2 -12
3-2 -12
Plate Utfsets (X,Y): [2:0- 3- 2,0 -2 -14j
LOADING (psf)
TCLL 31.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2 -0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.60
BC 0.03
WB 0.00
(Simplified)
DEFL in (Ioc) I/defl Ud
Vert LL n/a - n/a 999
Vert(TL) 0.07 1 >337 180
Horz(TL) 0.00 n/a n/a
PLATES GRIP
MI120 249/190
Weight 20 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2 -12 oc purfns, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2X4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 1-7-2
REACTIONS (Ib /size) 5= 170/Mechanical, 2= 344/0 -7-4
Max Horz 2 =236 load case 2)
Max UpIi t5 =14 (load case 2), 2==- 411(Ioad case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2=22, 2 -3=11, 3- 4=-11, 4-5=-139
BOT CHORD 2 -5 =0
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 Ib uplift at joint 5 and 411 Ib uplift at
joint 2.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 1 4- 90.0, 2-5=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert: 1-2=174.7, 2-4 =80.7, 2-5 '-10.0
Horz: 1-2=-184.7, 2- 4-90.7
Job
`
3K10
Truss
T1
Truss Type
ROOF TRUSS
Qty
4
ply
1
AARON BLDRS.
0050
ob Reference (optional)
Best Truss CO., Miami, H. 5.100 s Mar 25 200 MITek Industnes, Inc. Mon Nov 24 08:37:26 2003 Page 1
1 -2-0 -0 7-4-0 14-5 -8
1
2 -0 -0 7-4-0 7 -1 -8
1
Scale = 1:28.3
4x5 -
4
5.00112
P-
ti
2x4 I I
3
5
�
o0
01
- W
3x4
3x4 3x4 3x4
3x6 II
8 7
3x6 11
3x4 -
2x4 11
1 7-4-0 14-5 -8
1
7-4-0 7 -1 -8
i
Plate Uffsets (X,Y): [22:0- 3- 2,0- 2 -141 [6:0 -3- 11.0 -1-6]
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/defl L/d
PLATES
GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.99
Vert LL -0.07 8 >999 360
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.35
Vert(TL) 0.07 1 >337 180
BCLL 0.0
Rep Stress Incr YES
WB 0.04
Horz(TL) 0.02 6 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight: 67 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 3- 10-12, Right 2 X 4 SYP No.3 3 -9-13
REACTIONS (lb /size) 6= 795/Mechanical, 2= 970/0 -7-4
Max Horz2= 91(Ioad case 2)
Max Uplift6=- 460(load case 2), 2 - 799(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =22, 2-3=-949, 3-4=- 949, 4-5=-956, 5-6=-956
BOT CHORD 2- 8=852, 7-8= 852, 6-7 =852
WEBS 4 -8=145
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0p5f BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 Ib uplift at joint 6 and 799 Ib uplift at
joint 2.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 1 4 90.0, 4-6=-90.0, 2-6=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -2= 174.7, 2- 4= 73.6, 4-6 =73.6, 2-6=-10.0
Horz: 1-2=-184.7, 2- 4=- 83.6, 4-6 =83.6
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 190.0, 4-6=-30.0, 2-6=-20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-4=-30.0, 4-6= -90.0, 2-6=-20.0
Job
3K10
Truss
T2
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLURS.
Job Reference (optional)
0051
Best Truss CO., Miami, H. 5. 00 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:37:27 2003 Page 1
2-0 -0� 6 -11 -11 13 -7 -13 20-4 -0 27 -0-3 33-8 -5 40-8 -0
2 -0-0 6 -11 -11 6 -8 -3 6-8-3 6-8 -3 6 -8-3 6 -11 -11
Scale = 1:74.1
5x6 =
6
4x5 4x5
5 7 2x4 //
4x9 , r, 4x9
5.00112 2x4 \\
34 89
1x4 i2
" °
10
O :
4x7 =
17 16 15 14 13 12 11
4x7 =
3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 =
3x6 =
8 -3-11 16 -3-14 24-4 -2 32-4 -5 40-8 -0
l
8 -3-11 8 -0 -3 8-0-3 8-0 -3 8 -3-11
Plate Offsets (X,Y): [1:U- 2- 4,0 -1-0j
LOADING (
SPACING 2-0-0
CSI
DEFL in (Ioc) Vdefl lid
PLATES
GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.62
Vert(LL) 0.31 13 >999 360
MI120
249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.98
Vert(TL) -0.52 13-15 >922 180
BCLL 0.0
Rep Stress Incr YES
WB 0.91
Horz(TL) 0.20 10 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Simplified)
Weight 249 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3 -5-10 oc purl'ns.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-12 oc bracing.
WEBS 2 X 4 SYP No.3 *Except*
6-15 2 X 4 SYP No.2, 6-13 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib /size) 10=2217/Mechanical, 2= 2416/0 -7-4
Max Horz2= 105(Ioad case 2)
Max Uplift10=- 1255(load case 2), 2= 1642(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =25, 2-3=-4326,
3-4= 4-5=
-4076, 5-6=-3224, 6-7=-3240, 7-8=-4170, 8-9=- 4170, 9-10= -4424
-4076,
16-17 =3322, 15-16 =3322,
BOT CHORD 2 -17 =3915,
1415 =2549, 13- 14=2549, 12- 13=3352, 11 -12 =3352, 10-11 =4029
WEBS 3-17 =- 361, 5-1758, 5-15=- 840, 6-15= 1020, 6- 13=1056, 7-13=-876, 7 -11= 741, 9-11 =-427
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -98; 146mph; h =201t; TCDL= 5.Opsf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1255 Ib uplift at joint 10 and 1642 Ib
uplift at joint 2.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-6- 90.0, 6-10=-90.0, 2-10=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=174.7, 2- 6= 72.3, 6- 10=72.3, 2-10=-10.0
Horz: 1- 2=- 184.7, 2-6 — 82.3, 6- 10=82.3
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-6- 90.0, 6-10=-30.0, 2 -10= -20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -6= 30.0, 6-10=-90.0, 2 -10 =20.0
,Job
3K10
Truss
T3
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLDRS.
0052
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 Mil ek Industnes, Inc. Mon Nov 24 08:37:28 2003 Page 1
1 2 -1-8 1 7 -8-6 13-3 -4 15 -4-12
I 1 I
2 -1 -8 5-6 -14 5 -6 -14 2 -1 -8
Scale = 1:26.9
4x7 -
3
5.00F
/b.
2x4 I I
2x4 II
c+)
2 4
I
Ili
c1
mg
II
3x4 —
7
9►="611
3x4 -
►;�
7x6 — 3x4 - 7x6 -
1 1 -9-14 2,-1-8 13-3-4 13� 6 -114 15-412
I
1 -9 -14 0 -3-10 11 -1 -12 0 -3-10 1 -9 -14
LOADING (psi)
SPACING 2-0-0
CSI
DEFL in (loc) Udefl Ud
PLATES GRIP
TCLL 3$.00
Plates Increase 1.33
TC 0.45
Vert LL - 0.04 6-8 >999 360
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.34
Vert(TL) -0.23 6 -8 >580 180
BCLL 0.0
Rep Stress Incr YES
WB 0.34
Horz(TL) 0.01 6 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 69 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib /size) 8= 812/0 -8-0, 6= 858/0 -8-0
Max Uplift8- 975(load case 2), 6- 952(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=-159, 2 -3- 232, 3-4=- 192, 4- 5=-116
BOT CHORD 1 -9= 130, 8-9 =130, 7-8= 471, 6-7= 471, 5-6 =93
WEBS 2-8=-392, 3-8=- 399, 3-6=- 442, 4-6=-398
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -98; 146mph; h =15ft; TCDL =5.0 sf; BCDL= 5.0psf; Category 11; Exp C; partially;C -C Interior zone; cantilever left and
right exposed ;Lumber DOL =1.33 plate grip DOL =1.33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 975 Ib uplift at joint 8 and 952 Ib uplift at
joint 6.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: "1 =3=- 90.0, 3-5= 90.0, 5-9=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert 1 -3== 97.1, 3-5 =97.1, 1 -9= 126.8, 8-9= 116.8, 6-8=-10.0, 5-6 =116.8
Horz: 1- 3- 107.1, 3-5 =107.1
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (p10
Vert 1-3=-90.0, 3-5=-30.0, 5-9=-20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pH)
Vert: 1- 33== =- -30.0, 3-5=-90.0, 5-9=-20.0
,Job
3K10
Truss
T4
Truss Type
ROOF TRUSS
Qty
3
PIy
1
AARON BLDRS.
0053
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:37:28 2003 Page 1
-2-0 -0 6-6-0 12 -0-12
2 -0-0 6 -6 -0
5.00112
1
4x5
5 -6-12
Scale: 1/2"=1'
=
4x7 =
5
N
o
i
2x4
1
II
,
1
1
..._
3x4 3x4 73x8 — 6
3 x 6 1 1 2x4 =
6 -6-0 12 -0 -12
I
6-6-0 5-6 -12
Plate Offsets (X,Y): [ 2:U- 3- 2,0- 2- 14J,j/:U- 3- 8,0 -1-8j
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.63
BC 0.25
WB 0.19
(Simplified)
DEFL In (Ioc) Udefl L/d
Vert(LL) -0.01 7 >999 360
Vert(TL) 0.07 1 >337 180
Horz(TL) 0.01 6 n/a n/a
PLATES GRIP
MI120 249/190
Weight: 61 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-9-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 3-5-6
REACTIONS (lb/size) 2= 830 /0 -7-4, 6= 655/Mechanical
Max Horz2 =156 Toad case 2)
Max Upiift2 =72 load case 2), 6=-389(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =22, 2- 3=- 717, 3-4=-717, 4-5=- 694, 5- 6=-601
BOT CHORD 2- 7=640, 6 -7 =0
WEBS 4 -7 =28, 5 -7 =647
NOTES
1) Unbalanced roof live Toads have been considered for this design.
2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psh, Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 724 Ib uplift at joint 2 and 389 Ib uplift at
joint 6.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (10
Vert: 1 4— 90.0, 4-5 =90.0, 2-6=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pIf)
Vert: 1-2=174.7, 2-4= 74.9, 4-5 =74.9, 2-6=-10.0
Horz: 1-2=-184.7, 2- 4=- 84.9, 4- 5=84.9
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (if)
Vert: 190.0, 4-5 =30.0, 2-6=-20.0
4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (p1f)
Vert 1-4=- 30.0, 4-5=-90.0, 2-6=-20.0
Job
3K10
Truss
V12-0
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
0054
Job Reference (optional)
Best
Truss
«n
CO., Miami, Fl. 5.100 s Mar 25 2003 Mi 1 ek Industries, Inc. Mon Nov 24 08:37:29 2003 Page 1
0 -11 -12 I 5-1 -3 6 -10 -13 11 -0-4 12 -0 -0
0 -11 -12
4-1 -7
3.51112
1
I
1 -9 -10
3x4: 2x4 11 3x4
2 3 4
�
4-1 -7 0 -11 -12
Scale = 1:20.2
=
T
11111P
■
ow
: t: t°• g..•❖.❖ o❖.❖.•. o. v.❖.• oo.•. oo❖:❖:❖.❖.•. 000.❖.•. ov.❖ or. �:-.❖. oo... oo..❖.•... oro.❖.❖..❖...❖..❖.❖ .❖. v. ov.❖.❖.❖ . ❖. ❖. ❖r. ❖.•r. ❖.•v. ❖. ❖. ❖. ❖. ❖.•.a
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•...❖. o❖..❖.•. o•...•.+ o.❖.• o.+.❖.•. 000.•. o❖.•..,.•., .,. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖........... ................... ......................... +. ❖. ❖.
• ......................... + .... + ........... + + ................ • + ❖ . ❖ . • . ! . • + ❖ . : : : : : : : : : • : : : � : : : ❖ : • ::: ❖ . ❖ . ❖ . +. ❖. +. ❖ + ❖ +++ ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . • ... ❖ . ❖. ❖ . ❖ . ❖. ❖ . ❖. ❖ +++ ❖ .
.. ................•. +. +. ❖. ❖.o ❖.o . s...❖. •. +.o ❖.00 ❖. ❖. ❖.•... ❖. +.o +. ❖.•.� �.•. o❖.❖.❖.•...•. o❖.•...❖.❖.❖.❖ . ❖. ❖. ❖.•. +. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖.•..• . ❖. ❖. +.o ❖. ❖. ❖.•.o ❖. ❖. ❖o.•.
g:t: ❖:•:+:d ❖:❖: ❖ ; ❖:❖A+ S❖+❖.❖. o❖.• o.❖....•.+.❖+❖.❖+•+❖. oo•. oo+.❖.❖.❖.❖.+.+.•.+.•.+.❖.•.: 400.❖.❖.❖...•.. os❖.❖+.. o•+❖+❖.❖. o+.❖.❖. t..❖.❖.•. oo❖.❖.•..•.. +. + ❖.•.,.•..,.❖.•.,..+.....+...
3x4: 2x4 11 3x4 --:-.
12 -0-0
12 -0-0
Plate Offsets (X,Y): 12:0- 2- 0,0 -0-9j, [4:U- 2- U,0 -2 -1bj
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress
Cod 1
Code BC2001 /ANS 95
CSI
TC 0.35
BC 0.14
0.10
(Matrix)
DEFL in (loc) Udefl Ud
Vert(LL) n/a - Na 999
Vert(TL) n/a - n/a 999
Horz(TL) -0.00 5 Na Na
PLATES GRIP
MI120 249/190
Weight 44 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib/size) 1= 272/12 -0 -0, 5= 272/12 -0-0, 6= 522/12 -0-0
Max UpIift1- 243(load case 2), 5- 243(load case 2), 6- 375(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=-315, 2-3=-244, 3-4=- 244, 4-5=-315
BOT CHORD 1-6= 244, 5-6 =244
WEBS 3-6=-324
NOTES
1) Unbalanced roof live loads have been considered for this design.
2 Wind: ASCE 7 -98; 146mph; h =15ft; TCDL =5.0 BCDL= 5.0psf; Category II; Exp C; partially;C -C interior zone; cantilever left and
right exposed ;Lumber DOL =1.33 plate grip DOL=1.33.
3 Provide adequate drainage to prevent water ponding.
4 Gable requires continuous bottom chord bearing.
5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 Ib uplift at joint 1, 243 Ib uplift at
joint 5 and 375 Ib uplift at joint 6.
6) is truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=-90.0, 2-4=- 90.0, 4-5 =90.0, 1 -5 -20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=98.8, 2-4=98.8, 4-5 =98.8, 1-5=-10.0
Horz: 1-2=-108.8, 4-5 =108.8
Drag: 3 -4=0.7
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=-90.0, 2- 4=- 90.0, 4-5=-30.0, 1-5=-20.0
4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-2=-30.0, 2- 4=- 90.0, 4-5 -90.0, 1-5=-20.0
Job
3K10
Truss
V12 -0A
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
0055
Job Reference (optional)
Best
Truss CO., Miami, I=1. 5.100 s Mar 25 200 Mi I ek Industries, Inc. Mon Nov 24 08:31:30 2003 Page 1
6-0 -0 12-0 -0
6-0-0
5.00112
.
�
4x5
2
=
6 -0 -0
Scale = 1:19.1
3
PM
Lob
_
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:: . ❖ . ❖ . ❖ . ❖ . ❖ . ❖. ❖ . o o . , . , . , . • . , . , . , . ❖ . ❖ . , . , . ❖ .............. • .. ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . • ... ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . • ... ❖ . ❖ . ❖ . ❖ . ❖ . ❖ .... , . ❖ . ❖ .... .
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3x4 - 2x4 I I 3x4......._..........
12 -0 -0
12 -0-0
LOADING (p
TCLL 39.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.33
BC 0.09
WB 0.10
(Simplified)
DEFL in (Ioc) I/defl L/d
Vert(LL) n/a - n/a 999
Vert(TL) n/a - n/a 999
Horz(TL) 0.00 3 n/a n/a
PLATES GRIP
MI120 249/190
Weight: 381b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib /size) 1= 306/12 -0-0, 3= 306/12 -0-0, 4= 548/12 -0-0
Max Uplift1= 201(load case 2), 3= 201(load case 2), 4= 284(toad case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1- 2=-42, 2 -3=-42
BOT CHORD 1 -4=39, 3-4=39
WEBS 2- 4=-442
NOTES
1) Unbalanced roof live Toads have been considered for this design.
2 Wind: ASCE 7 -98; 146mph; h =209; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Gable requires continuous bottom chord bearing.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 Ib uplift at joint 1, 201 Ib uplift at
joint 3 and 284 Ib uplift at joint 4.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=-90.0, 2-3=-90.0, 1-3=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -2 =75.0, 2 -3 =75.0, 1-3=-10.0
Holz: 1- 2= -85.0, 2- 3=85.0
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=-90.0, 2-3=-30.0, 1 -3 =-20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=-30.0, 2 -3= -90.0, 1-3=-20.0
Job
. ,
3K10
Truss
V15-0
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
0056
Job Reference (optional)
Best
Truss CO., Miami, H. 5.100 s Mar 25 200 MI fek Industries, Inc. Mon Nov 24 08:37:302003 Page 1
8-0 -0 16 -0-0
8-0 -0
5.00112
1 r
�
4x5 =
8-0-0
Scale = 1:25.5
'3
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: :: :: : * :: :;;4,44,4,44 .4,..4........44.44.•.......4.. 00000 ❖..0•.0.4•• ❖.•4 000❖. ❖.0 ❖: :::* :••••4.4•••,,.•4 ❖.0.0. ❖. ❖.•.00 4..•. ..o•••...•4 ❖.•4•....,..444,••4,4...4.4.44.
3x4. 5x6 = 3x4
16-0 -0
16-0-0
Plate Offsets (X,Y): [4:0- 3- 0.0 -3-0J
LOADING (psf)
TCLL 30 b
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2 -0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.67
BC 0.19
WB 0.14
(Simplified)
DEFL in (loc) I/defl Lid
Vert(LL) n/a - n/a 999
Vert (TL) n/a - n/a 999
Horz(TL) 0.00 3 n/a n/a
PLATES GRIP
MI120 249/190
Weight: 51 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib /size) 1= 422/16 -0-0, 3= 422/16 -0-0, 4= 755/16 -0-0
Max Upiift1 '-268(load case 2), 3=- 268(load case 2), 4= 378(Ioad case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=-58, 2-3=-58
BOT CHORD 1 -4=53, 3 -4=53
WEBS 2-4=-610
NOTES
1) Unbalanced roof live loads have been considered for this design.
2 Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Gable requires continuous bottom chord bearing.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 Ib uplift at joint 1, 268 Ib uplift at
5) Thjoint 3 and 378 Ib uplift at joint 4.
is truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S) .. .
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=-90.0, 2-3=-90.0, 1-3=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=72.9, 2 -3 =72.9, 1-3=-10.0
Horz 1- 2= -82.9, 2 -3 =82.9
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=-90.0, 2-3=-30.0, 1-3=-20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=-30.0, 2-3=-90.0, 1-3=-20.0
Job
3K10
Truss
V19-0
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
Job Reference (optional) 0057
Best
Truss GO., Miami, . 5.100 s Mar 25 200 Mil ek Industries, Inc. Mon Nov 24 08:37:31 2003 Page 1
1 10 -0 -0 20-0 -0
2x4
2
1
10 -0 -0
5.00112
ii
1
4x7 =
3
10 -0-0
2x4
1
Scale: 3/8 " =1
11
4
5
D U s
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.. ... ........... .. . . .. . o . . o ❖ o . ❖❖. ❖o• ❖,, ... ❖
3x4 3x4
2x4 11 2x4 11 3x4 = 2x4 11
20 -0-0
20 -0-0
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2 -0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.41
BC 0.09
WB 0.15
(Matrix)
DEFL in (loc) Udefl Lid
Vert LL n/a - n/a 999
Vert(TL) n/a - n/a 999
Horz(TL) 0.00 5 n/a n/a
PLATES GRIP
MII20 249/190
Weight: 68 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2X4SYPNo.3
REACTIONS (Ib /size) 1= 130/20 -0-0, 5= 136/20 -0-0, 8= 611/20 -0-0, 9= 574/20 -0-0, 6= 552/20 -0-0
Max Horz 1= 72(load case 2)
Max Upfrftl=- 42(Ioad case 2), 5=- 399(load case 2), 8= 297(load case 2), 9=-392(load case 2), 6- 401(load case 2)
Max Grav1= 130(load case 1), 5= 136(load case 1), 8= 611(load case 1), 9= 606(ioad case 3), 6= 583(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=-98, 2-3=-173, 3-4=- 173, 4-5=-97
BOT CHORD 1 -9=0, 8-9 =0, 7 -8 =0, 6 -7 =70, 5-6 =70
WEBS 3-8 =-514, 2 -9 =-461, 4 6-463
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Gable requires continuous bottom chord bearing.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 Ib uplift at joint 1, 39 Ib uplift at joint 5
297 Ib uplift at joint 8, 392 Ib uplift at joint 9 and 404 Ib uplift at joint 6.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- - -90.0, 3-5= -90.0, 1-5=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-3=72.3, 3-5 =72.3, 1-5=-10.0
Horz: 1-3=-82.3, 3-5 =82.3
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-3=-90.0, 3-5 =30.0, 1 -5 =20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-3=-30.0, 3-5 =90.0, 1 -5 =20.0
Job
3K10
Truss
V23-0
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
0058
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MI fek Industries, Inc. Mon Nov 24 08:37:32 2003 Page 1
1 12 -0 -0 24-0 -0
1
12 -0 -0 12 -0 -0
Scale = 1:38.2
5.00112 4x7 =
4
3x4
L' 4 3x4
3
5
2x411 - *•
2x4 11
2
6
1
7
0
N
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:.:.:..:.:.. s s:.:.:.:.: ¢.:.:.:.: ¢ ¢.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. s �.:.:. :. s:.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. ::.:.:.:.:.: r ❖. ❖. o ❖. ❖. •.. s:.:.:.:.: c ¢.:.. a:.:.:.:.:...:.:. ¢. s:.:.:.:...:::.:.:.:.:.: ¢.:. s:..:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: e..:.:.:.:.:. ❖. o •... ❖. • o
3x4 10 9 8 3x4
2x4 11 5x6 = 2x4 11
24-0 -0
24-0 -0
Plate Utfsets (X,Y): [9:0 -3-0,0 -3-01
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (Ioc) Vdefl Ud
PLATES GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.36
Vert(LL) n/a - n/a 999
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.20
Vert(TL) n/a - n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.20
Horz(TL) 0.00 7 n/a n/a
BCDL 10.0
Code FBC2001 /ANSI95
(Matrix)
Weight 84 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib /size) 7= 242/24 -0-0, 9= 607/24 -0-0, 10= 695/24 -0 -0, 8= 695/24 -0-0, 1= 242/24 -0-0
Max Uplift7= 121(load case 2), 9= 196(load case 2), 10=- 483(load case 2), 8=- 483(load case 2), 1 =121(load case 2)
Max Grav7= 242(load case 1), 9= 607(load case 1), 10= 717(load case 3), 717(load case 4), 1= 242(load case 1)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =54, 2-3=-155, 3 -4=53, 4 -5=53, 5-6=-155, 6-7=-128
BOT CHORD 1- 10=47, 9- 10=47, 8 -9=47, 7-8=47
WEBS 4-9=-500, 2-10=-544, 6- 8=-544
NOTES
1) Unbalanced roof live loads have been considered for this design.
2 Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C Interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3) Gable requires continuous bottom chord bearing.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ib uplift at joint 7, 196 Ib uplift at
joint 9, 483 Ib uplift at joint 10, 483 Ib uplift at joint 8 and 121 Ib uplift at joint 1.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert 1-4=- 90.0, 4-7=-90.0, 1 -7 =20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- 4=72.3, 4-7 =72.3, 1 -7 =10.0
Horz: 1- 4=- 82.3, 4-7 =82.3
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (If)
Vert: 190.0, 4-7 =30.0, 1 -7 =20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert 1- 4=- 30.0, 4-7 =90.0, 1-7=-20.0
Job
3K10
Truss
V4-0
Best Truss GO., Miami, FI.
Truss Type
ROOF TRUSS
2 -0 -0
2
PIy
1
AARON BLDRS.
0059
Job Reference (optional)
3x4 — 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:37:32 2003 Page 1
4-0-0
2 -0 -0
5.00112
2
2-0-0
Scale = 1:6.4
1
2x4
4-0-0
2x4
4-0 -0
LOADING
ICU-.
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2 -0-0
Plaumbetes Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.03
17BC 0.03
.13 0.00
(Simplified)
DEFL in (ioc) Udefl Ud
Vert(LL) n/a - n/a 999
Vert(TL) n/a - n/a 999
Horz(TL) 0.00 3 n/a n/a
PLATES
M1120
Weight 10 Ib
GRIP
249/190
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
REACTIONS (Ib/size) 1= 140/4 -0-0, 3= 140/4 -0 -0
Max Upiift1= 90(load case 2), 3= 90(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =-149, 2-3=-149
BOT CHORD 1 -3=137
BRACING
TOP CHORD Sheathed or 4-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied dr 10-0 -0 oc bracing.
NOTES
1 Unbalanced roof live loads have been considered for this design.
2 Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33.
3 Gable requires continuous bottom chord bearing.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 1 and 90 Ib uplift at
5) Thjoint 3.
is truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular Loads Lumber Increase =1.33, Plate Increase =1.33
Vert 1 -22=- -90.0, 2-3=-90.0, 1 -3 =-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads pif)
Vert 1-2=80.7, 2 -3 =80.7, 1-3=-10.0
Horz: 1-2=-90.7, 2- 3=90.7
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert: 1 -2 =90.0, 2-3=-30.0, 1-3=-20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert: 1-2=-30.0, 2-3=-90.0, 1-3=-20.0
Job
3K10
Truss
V4-0A
Best Truss CO., Miami, FI.
Truss Type
ROOF TRUSS
4-0 -0
Qty
Ply
AARON BLDRS.
0060
Job Reference (optional)
5.100 s Mar 25 2003 MiTek Industnes, Inc. Mon Nov 24 08:37:33 2003 Page 1
4-0-0
2
2x4 I 1
2x4
4-0-0
4-0 -0
Scale =1:8.3
LOADING ( sf)
TCLL 0.6
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2 -0-0
amt Increas 1.33
LumberPlt Increas 1.33
Rep Stress Incr e e YES
Code FBC2001 /ANSI85
CSI
TC 0.12
BC 0.02
WB 0.00
(Simplified)
DEFL
Vert( LL)
Vert(n)
Horz(TL)
in (loc) Udefl
n/a - n/a
0.00 n/a
Ud
999
999
n/a
PLATES
MI120
Weight 13 Ib
GRIP
249/190
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (Ib /size) 1= 172/4 -0-0, 3= 172/4-0 -0
Max Horz 1= 118(load case 2)
Max Uplift1- 86(load case 2), 3- 135(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2=-0, 2-3=-141
BOT CHORD 1 -3=0
BRACING
TOP CHORD Sheathed or 4-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Gable requires continuous bottom chord bearing.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 Ib uplift at joint 1 and 135 Ib uplift at
4) Thjoint 3.
is truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pif)
Vert: 1 -2- -90.0, 1-3=-20.0
2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=80.7, 1-3=-10.0
Horz: 1-2=-90.7
,Job
3K10
Truss
V5-0
Best Truss CO., Miami, Fl.
Truss Type
ROOF TRUSS
6 -0 -0
Ply
1
1
AARON BLDHS.
0061
Job Reference (optional)
5.100 s Mar 25 2003 Mi 1 ek Indusiries, Inc. Mon Nov 24 08:37:33 2003 Page 1
6-0-0
2x4 I I
3
2x4
2x4 II
6-0-0
2x4 I I
6-0-0
Scale = 1:13.8
TGLL (0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2 -0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress her YES
Code FBC2001 /ANSI95
CSI
TC 0.14
BC 0.03
WB 0.09
(Matrix)
DEFL in (loc) Vdefl
Vert(LL) n/a - n/a
Vert(TL) n/a - n/a
Horz(TL) 0.00 n/a
L/d
999
999
n/a
PLATES
MI120
Weight 21 Ib
GRIP
249/190
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib /size) 1= 84/6 -0-0, 4= 124/6 -0-0, 5= 356/6 -0-0
Max Horz 1 =192 (load case 2)
Max Upiift4 =97( oad case 2), 5= 276(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2=52, 2 -3=29, 3-4 =-102
BOT CHORD 1 -5=0, 4-5=0
WEBS 2-5= -291
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf BCDL= 5:0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Gable requires continuous bottom chord bearing.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 Ib uplift at joint 4 and 276 Ib uplift at
joint 5.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-3=-90.0, 1- 4=20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads pI
Vert: 1-3=80.0, 1-4= -10.0
Horz: 1-3=-90.0
Job
3K10
Truss
V7-0
Best Truss CO., Miami, I-1.
Truss Type
ROOF TRUSS
8-0-0
Qty
1
Ply AARON BLDRS.
1
0062
Job Reference (optional)
5.100 s Mar 25 200 MiTek Industnes, Inc. Mon Nov 24 08:37:34 2003 Page 1
8-0 -0
2x4 I I
2x4
2x4 I I
8-0 -0
2x4 I I
8-0-0
Scale = 1:17.5
LOADING (
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.26
BC 0.06
WB 0.13
(Matrix)
DEFL in (Ioc) Udefl Lid
Vert LL n/a - n/a 999
Vert TL n/a - n/a 999
Horz(TL) 0.00 n/a n/a
PLATES
MI120
Weight: 29 Ib
GRIP
249/190
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2X4SYPNo.3
OTHERS 2 X 4 SYP No.3
REACTIONS (lb /size) 1= 126/8 -0-0, 4= 166/8 -0-0, 5= 492/8 -0-0
Max Horz1= 261(load case 2) Upfrft4=- 126(Ioad case 2), 5 — 372(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -2 =74, 2 -3=39, 3- 4=-136
BOT CHORD 1 -5 =0, 4-5 =0
WEBS 2- 5=-403
BRACING
TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33
plate grip DOL =1.33.
2) Gable requires continuous bottom chord bearing.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 Ib uplift at joint 4 and 372 Ib uplift at
joint 5.
4) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-3=-90.0, 1-4 =-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-3=77.9, 1-4 =-10.0
Horz: 1-3 =-87.9
,Job
`
3K10
Truss
V8-0
Truss Type
ROOF TRUSS
Qty
2
Ply
1
AARON BLDRS.
0063
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s ar 25 2003 MiTek Industnes, Inc. Mon Nov 24 08:37:35 2003 Page 1
i 4-0 -0 8-0-0
1
4-0 -0 4-0 -0
Scale = 1:12.7
4x5 —
2
5.00 112
1 it _.iiiiiiiiillft1
. . .❖ :: . . . ....1..... -
❖•. ❖ ❖❖- . - . ❖-. .❖. ❖- . ❖- . ❖❖- . . •-❖ . - 4.11;
❖ ..• ❖- . . - .❖ .❖ ... ❖ ❖ . . . ❖ o ❖ . o. ❖ ..1.T.. . ❖❖ . ❖. . .
❖ ❖ ❖ o ❖ ❖. o : ❖: ❖: ❖: - : - ❖❖: ❖❖ : ❖ ❖ : •:: , v ❖ : • • • • •. •. •. • . •. •❖ • . o ❖•. ❖ -:it::
. . .. ❖- ❖ ❖ . -. .. .❖ .. .. ❖ . ❖.. ❖ ❖ .. ❖❖ . .. • . .. 4....: . ❖.❖ ❖ •. o o❖ ❖ .❖ ❖ ❖❖ ...•❖. . . . ❖ . o. . . ❖ o❖ .❖.. . .❖ o . . •❖ ❖ ..❖ .❖ . .•.❖ . ..❖ ❖ . . . ❖ . ❖ . . ❖❖ . ❖ . . .......... ❖ •. . .. . ❖ ❖. ilk
. o. .1.4.: . • ❖❖ . ❖:❖ ❖: ❖: ❖❖•❖❖❖❖:• ❖. o•. ❖s•. ❖o. ❖❖o,,:: • •.,. o ❖ •.o❖ o . ❖❖ ❖ . ... • . o . ❖ ❖ . ❖ ❖ ❖ . o .: . . ❖ . ❖
. . ❖ ❖ o . ❖ . . . •o. •
❖ . . . • ❖ .....4.... . ❖. • ❖.. ... .
❖❖❖ ❖ , ❖ . . ❖ ❖
❖ ❖ . ❖ . ❖ . ❖ ❖ .❖
❖ . ❖ . ❖ . . ❖ . ❖ . •.❖ •. .❖.. •
.. ❖ ❖ . . ❖ o❖ . . . . ❖ . . ❖ .
oo .o.. . . . . . . . . . ❖.. . : .❖ . .. . . ,.❖. .❖.❖.. .
.❖ ❖❖❖❖ ❖ m❖o ❖.
❖❖❖❖ ❖❖❖ ❖❖❖❖ ❖❖❖❖❖❖�t❖❖ ❖❖❖.:❖❖❖❖❖. ..t•❖• ❖. ❖❖.
•
. . ... •••❖❖.❖❖❖.❖.
2x4 2x4 I I 2x4
8 -0-0
8-0 -0
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (Ioc) Udefl Ud
PLATES GRIP
TCLL 30.0
Plates Increase 1.33
TC 0.11
Vert(LL) Na - Na 999
MI120 249/190
TCDL 15.0
Lumber Increase 1.33
BC 0.03
Vert(TL) n/a - n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.07
Horz(TL) 0.00 3 Na n/a
BCDL 10.0
Code FBC2001 /AN8195
(Simplified)
Weight 24 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
OTHERS 2 X 4 SYP No.3
REACTIONS Ib /size) 1= 190/8- 0 -0, 3= 190/8 -0-0, 4= 340/8 -0-0
Max Uplift1- 130(load case 2), 3- 130(load case 2), 4- 184(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=-26, 2-3=-26
BOT CHORD 1 -4=24, 3 -4=24
WEBS 2- 4=-274
NOTES
1) Unbalanced roof live Toads have been considered for this design.
2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone :Lumber DOL =1.33
plate grip DOL =1.33.
3) Gable requires continuous bottom chord bearing.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 Ib uplift at joint 1, 130 Ib uplift at
joint 3 and 184 Ib uplift at joint 4.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -2 -90.0, 2 -3 -90.0, 1-3=-20.0
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- 2– =77.9, 2 -3 =77.9, 1-3=-10.0
Horz: 1- 2= -87.9, 2- 3=87.9
3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2=-90.0, 2-3=-30.0, 1-3=-20.0
4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -2 -30.0, 2- 3= -90.0, 1-3=-20.0
Best Truss Company To:
7035 SW 44 ST AARON BLDRS.
Miami
FL 33155
Project:
Model:
Block No:
Lot No:
Contact
Site
Office
Name:
Phone:
Fax:
Deliver To:
Deliver To Address3
Tentative Delivery Date:
Truss List
Job
Page: 1 of 1
Date: 11/24/03
Project 3K10 -F
Account No:
Designer: btc
Salesperson
Quote
Material Summary Includes the following
The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2000
software
Pages or sheets covered by this seal: 0001 thru 0026 Total: 26 drawings
With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61 G15 -31
section 003 of The Florida Board of Professional Regulations.
Truss
0001 FL1
0005 FL13
0009 FL4
0013 FL8
0017 FLG11
0021 FLG5
0025 FLG8
Truss
Truss Truss
0002 FL10 0003 I-L11 0004 FL12
0006 FL14 0007 FL2 0008 FL3
0010 FL5 0011 FL6 0012 FL7
0014 FL9 0015 FLG1 0016 FLG10
0018 FLG2 0019 FLG3 0020 FLG4
0022 FLG5A 0023 FLG6 0024 FLG7
0026 FLG9
BEST TRUSS CO.
7035 SW 44 ST.
MIAMI, FL 33175
Phone: 305- 667 -6797 Fax: 305- 667 -0592
Project:
Model:
Block No:
Lot No:
To:
No Name Found.
Production List
Job Number.
Page:
Date:
Project ID:
1
11 -24 -2003 - 8:35:09 AM
3K10 -F
Contact:
Site:
Office:
Name:
Phone:
Fax:
Tentative Delivery Date:
Deliver To:
Account No:
Designer. mtm
Salesperson:
Quote Number
Profile:
Qty:
Truss Id:
Span:
Truss Type:
Slope:
LOH
ROH
Built By:
3
FL1
81 lbs. each
17 -4 -12
ROOF TRUSS
1 -6 -0
0.00
0.00
0 -0 -0
0 -0 -0
39 BF -Ea 116 Total
1
FL10
28 Ibs. each
5 -7 -8
FLOOR
1 -6 -0
0.00
0.00
0 -4 -4
0 -4 -4
14 BF -Ea 14 Total
1
FL11
51 lbs. each
11 -1 -0
FLOOR
1 -6 -0
0.00
0.00
0 -3 -0
0 -3 -0
25 BF -Ea 25 Total
I I G
10
FL12
52 Ibs. each
11 -5 -4
FLOOR
1 -6 -0
0.00
0.00
0 -0 -0
0 -3 -0
25 BF -Ea 253 Total
18
FL13
53 lbs. each
11 -8 -4
FLOOR
1 -6 -0
0.00
0.00
0 -0 -0
0 -6 -8
26 BF -Ea 468 Total
3
FL14
42 lbs. each
8 -11 -4
FLOOR
1 -6 -0
0.00
0.00
0 -0 -0
0 -0 -0
20 BF -Ea 60 Total
1
FL2
79 lbs. each
16 -9 -5
ROOF TRUSS
1 -6 -0
0.00
0.00
0 -0 - -0
0 -4 -4
s0 -7 -7
37 BF -Ea 37 Total
1
FL3
73 lbs. each
15 -5 -5
ROOF TRUSS
1 -6 -0
0.00
0.00
0 -0 -0
0 -4 -4
s1 -11 -7
35 BF -Ea 35 Total
1
FL4
6716s. each
14 -1 -5
ROOF TRUSS
1 -6 -0
0.00
0.00
0 -0 -0
0 -4 -4
s3 -3 -7
33 BF -Ea 33 Total
18
FL5
53 lbs. each
11 -6 -0
FLOOR
1 -6 -0
0.00
0.00
0 -6 -8
0 -3 -0
27 BF -Ea 480 Total
1I
25
FL6
61 lbs. each
13 -5 -4
FLOOR
1 -6 -0
0.00
0.00
0 -3 -0
0 -0 -0
29 BF -Ea 733 Total
16
FL7
68 Ibs. each
15 -1 -8
FLOOR
32 Rows Lat B race
1 -6 -0
0.00
0.00
0 -0 -0
0 -0 -0
33 BF -Ea 533 Total
1
FL8
52 lbs. each
10 -11 -8
FLOOR
1 -6 -0
0.00
0.00
0 -4 -4
0 -4 -4
25 BF -Ea 25 Total
1
FL9
41 lbs. each
8 -3 -8
FLOOR
1 -6 -0
0.00
0.00
0 -4 -4
0 -4 -4
19 BF -Ea 19 Total
J
L
2 FLG1
(1) 2 -Ply
43 lbs. each
7 -7 -8
2X6/2X6
ROOF TRUSS
1 -6 -0
0.00 0 -0 -0
0.00
0 -0 -0
21 BF -Ea 43 Total
L i 3
-Yly
FLG11
49 lbs. each
8 -8 -12 FLOOR
2X6/2X6
1 -6 -0
0.00 0 -0 -0
0.00
0 -0 -0
23 BF -Ea 69 Total
2
2
J
(1) 2-Ply
FLG2
75 lbs. each
(1) 2 -Ply
FLG3
22 Ibs. each
15 -8 -4
2X6/2X4
ROOF TRUSS
3 -9 -13
2X6/2X6
ROOF TRUSS
1 -6 -0
0.00
0.00
1 -6 -0
'0.00
0.00
0 -0 -0
0 -0 -0
35 BF -Ea 71 Total
0 -0 -0
0 -0 -0
11 BF -Ea 21 Total
2
(1) 2 -Ply
FLG4
65 lbs. each
13 -8 -4
2X6/2X4
FLOOR
1 -6 -0
0.00
0.00
0 -0 -0
0 -0 -0
31 BF -Ea 63 Total
3
(1) 3 -Ply
FLG10
37 lbs. each
6 -5 -4
2X6/2X6
FLOOR
1- 6 - 0
0.00
0.00
0 -0 -0
0 -0 -0
s 0 - 0 -12
19 BF -Ea 58 Total
'
_
J
L
L i 3
-Yly
FLG11
49 lbs. each
8 -8 -12 FLOOR
2X6/2X6
1 -6 -0
0.00 0 -0 -0
0.00
0 -0 -0
23 BF -Ea 69 Total
2
2
J
(1) 2-Ply
FLG2
75 lbs. each
(1) 2 -Ply
FLG3
22 Ibs. each
15 -8 -4
2X6/2X4
ROOF TRUSS
3 -9 -13
2X6/2X6
ROOF TRUSS
1 -6 -0
0.00
0.00
1 -6 -0
'0.00
0.00
0 -0 -0
0 -0 -0
35 BF -Ea 71 Total
0 -0 -0
0 -0 -0
11 BF -Ea 21 Total
2
(1) 2 -Ply
FLG4
65 lbs. each
13 -8 -4
2X6/2X4
FLOOR
1 -6 -0
0.00
0.00
0 -0 -0
0 -0 -0
31 BF -Ea 63 Total
BEST TRUSS CO.
7035 SW 44 ST.
MIAMI, FL 33175
Phone: 305- 667 -6797 Fax: 305- 667 -0592
To:
No Name Found.
Production List
Job Number
Page: 2
Date: 11 -24 -2003 - 8:35:10 AM
Project ID: 3K10 -F
Project: Block No:
Model: Lot No:
Contact:
Site:
Office:
Deliver To:
Account No:
Designer. mtm
Salesperson:
Quote Number.
Name:
Phone:
Fax:
Tentative Delivery Date:
Profile:
Qty:
Truss Id:
Span:
Truss Type:
Slope:
LOH
ROH
Built By:
2
(1) 2 -Ply
FLG5
70 lbs. each
15 -1 -0
2X6/2X4
FLOOR
1- 6 - 0
0.00
0.00
0 -0 -0
0 -0 -0
34 BF -Ea 68 Total
_
�_�
r'
4
(2) 2-Ply
FLGSA
95 lbs. each
15 -0 -8
2X6/2X6
FLOOR
1 - 6 - 0
0.00
0.00
0 -0 -0
0 -0 -0
47 BF -Ea 188 Total
r a 1
,—
3
(1) 3-Ply
FLG6
49 lbs. each
8- 8 -12
2X6/2X6
FLOOR
1- 6 - 0
0.00
0.00
0- 0- 0
0- 0- 0
23 BF -Ea 69 Total
6
(2) 3 -Ply
FLG7
112 lbs. each
17 -7 -4
2X6/2X6
FLOOR
1- 6 - 0
0.00
0.00
0 -0 -0
0 -0 -0
53 BF -Ea 320 Total
"' "' —,
3
(1) 3 -Ply
FLG8
57 lbs. each
10 - 0 - 2
2X6/2X6
FLOOR
1- 6 - 0
0.00
0.00
0 - 0 - 0
0 - 0 - 0
29 BF -Ea 88 Total
iwal�
2
(1) 2 -Ply
FLG9
44 lbs. each
8 -11 -4
2X6/2X4
FLOOR
1- 6 - 0
0.00
0.00
0 -0 -0
0 -0 -0
20 BF -Ea 40 Total
���
,
,Job ,
3K10 -F
Truss
FL1
Truss Type
ROOF TRUSS
Qty
3
PIy
1
AARON 6LDRS.
0001
Job Reference (optional)
Best Truss CO., Miami, FI. 5. 00 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:38:32 2003 Page 1
5 -10 -3 11 -6-9 17 -4-12
1 1 1
5 -10-3 5-8 -7 5-10 -3
Scale = 1:30.3
4x9 - 2x4 I1 5x6 - 4x9 -
1 2 3 4
•
■
•
•
■
8 7 6 5
2x4 11 5x12 = 3x10 - 2x4 11
1
5 -10 -3 11 -6-9 17-4-12
1 1 1
5-10 -3 5-8 -7 5 -10-3
Plate Offsets (X,Y): [3:0- 3- 0,0 -3-0), [6:0- 3- 8,0 -1 -8), [7:0- 3- 4,0 -3-0]
LOADING(psf)
SPACING 1-4-0
CSI
DEFL in (loc) Udefl Ud
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.86
Vert LL 0.30 6-7 >680 360
MI120 249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.63
Vert(TL) - 0.29 6-7 >699 180
BCLL 0.0
Rep Stress Incr YES
WB 0.98
Horz(TL) -0.02 5 n/a n/a
BCDL 5.0
Code FBC2001 /ANSI95
(Matrix)
Weight 82 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-1 -7 oc puriins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -6-10 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib/size) 8= 627/Mechanical, 5=627/Mechanical
Max Uplift8= 560(load case 2), 5= 560(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-8 =-586, 1 -2 =2043, 2-3=-2043, 3-4=-2028, 4-5=-586
BOT CHORD 7- 8=240, 6- 7= 2071, 5-6 =246
WEBS 1 -7 =1842, 2-7=-360, 3-7=-29, 3-6=-364, 4-6 =1821
NOTES
1) Wind: ASCE 7 -98; 146mph; h =1 Oft; TCDL= 5.Opsf; BCDL= 3.0psf; Category II; Exp C; partially;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2 Provide adequate drainage to prevent water ponding.
3 Refer to girder(s) for truss to truss connections.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 560 Ib uplift at joint 8 and 560 Ib uplift at
5) Thjoint 5.
is truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (If)
Vert: 1-4=-66.7, 5 8- 6.7
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads ( I
Vert: 1 9.5, 5- 8=-4.0
,Job
3K10 -F
Truss
FL10
Truss Type
FLOOR
Qty
1
PIy
1
AARON BLDRS.
0002
Job Reference (optional)
Best Truss GO., Miami, FI. 5.100 s Mar 25 2003 Mi I ek Industnes, Inc. Mon Nov 24 08:38:33 2003 Page 1
-0-4 -4 1 5-7 -8 11 -11I
15-
0-4-4 5 -7-8 0-4-4
Scale = 1:11.1
4x7 —
1 2 4x7 - 3 4
so
1 r
72x4 II 63x4 - 52x4 11
1-0-4-41 2 -9 -12 5 -7-8 5-11 -111
1
0-4-4 2 -9 -12 2 -9-12 0-4-3
LOADING(psf)
SPACING 1-4-0
CSI
DEFL in (loc) I/defl L/d
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.80
Vert(LL) -0.01 7 >999 360
MI120 249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.14
Vert(TL) -0.01 6 >999 180
BOLL 0.0
Rep Stress Incr YES
WB 0.01
Horz(TL) -0.00 4 n/a n/a
BCDL 5.0
Code FBC2001 /ANSI95
(Matrix)
Weight 28 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-8 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2X4 SYP No.3
REACTIONS (lb /size) 1= 219/0 -3-9, 4= 219/0 -3-9
FORCES (lb) - First Load Case Only
TOP CHORD 2 -7 =30, 1 -2=-0, 2 -3- 170, 3-4=0, 3-5 =30
BOT CHORD 6-7= 197, 5-6 =197
WEBS 2- 6=-30, 3-6=-30
NOTES ,
1) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
2) Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (pif)
Vert: 1-2=-66.7, 2-3=-66.7, 3-4=-66.7, 5- 7=-6.7
LJob
3K10 -F
Truss
FL11
Truss Type
FLOOR
Qty
1
Ply
1
AARON BLDRS.
0003
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:33 2003 Page 1
-0-3-0
0 4-2 -10 6 -6-2 11 -1-0 111 �0
0
I I
-3-0 4-2 -10 2 -3-8 4-6-14 0-3-0
Scale = 1:20.7
2x4 11 2x4 11 7x6 —
17x6 - 2 3 4
4
VA
8 7 63x6 - 5
2x4 11 3x4 = 2x4 I I
-9-3T°
42 -10 6 -6 -2 11 -1-0 11-4-0
0
I I
-3 -0 4-2 -10 2 -3-8 4 -6-14 0 -3-0
LOADING (psf)
SPACING 1-4-0
CSI
DEFL in (Ioc) Udefl Ud
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.52
Vert(LL) -0.04 6 -7 >999 360
MI120 249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.28
Vert(TL) - 0.06 6-7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.31
Horz(TL) -0.02 4 n/a n/a
BCDL 5.0
Code FBC2001 /ANSI95
(Matrix)
Weight 51 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 1= 396/0 -2-8, 4= 396/0 -2 -8
FORCES (lb) - First Load Case Only
TOP CHORD 1 -8=26, 1-2=-858, 2- 3=- 858, 3-4=-858, 4-5=34
BOT CHORD 7- 8= 117, 6-7= 858, 5-6 =147
WEBS 1 -7 =773, 2-7=-202, 3-6=-201, 4-6 =737
NOTES
1 Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 4.
2 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
3 Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert: 1 1- 66.7, 5- 8 =-6.7
,Job
3K10 -F
Truss
FL12
Truss Type
FLOOR
Qty
10
Ply
1
AARON BLDRS.
0004
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25-2003 Mi I ek Industnes, Inc. Mon Nov 24 U8:38:33 2003 Page 1
4 -6-14 6 -10-6 11-5 -4 11 -84
1 1
4-6-14 2 -3-8 4 -6-14 0 -3-0
Scale = 1:20.2
2x4 11 2x4 11 7x6 =
7x6 - 2 3 4
.;
A
8 7 63x6= 5
2x4 11 3x6 = 2x4 11
4-6 -14 6 -10-6 11 -5-4
1 I
4-6-14 2 -3-8 4 -6-14
LOADING (psf)
SPACING 1-4-0
CSI
DEFL in (loc) I/defl lid
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.51
Vert(LL) - 0.05 6-7 >999 360
MI120 249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.28
Vert(TL) - 0.07 6-7 >999 180
BCLL 0.0
Rep Stress Ina YES
WB 0.32
Horz(TL) -0.01 4 n/a n/a
BCDL 5.0
Code FBC2001 /ANS195
(Matrix)
Weight: 52 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 8= 409/Mechanical, 4-409/0 -2 -8
FORCES (lb) - First Load Case Only
TOP CHORD 1-8=-377, 1-2=-918, 2-3=-918, 3-4=-918, 4-5 =32
BOT CHORD 7- 8= 144, 6-7= 918, 5 -6=143
WEBS 1 -7 =803, 2-7=-206, 3-6=- 206, 4-6 =803
NOTES
1 Refer to girder(s) for truss to truss connections.
2 Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
3 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
4 Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (If)
Vert
16.7,
5- 8= -6.7
4Job
3K10 -F
Truss
FL13
Truss Type
FLOOR
Qty
18
Ply
1
AARON BLDRS.
0005
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:34 20U3 Page 1
46-14 6 -10 -6 11-8 -4 12-2-1?
I I
4-6 -14 2 -3-8 4-9-14 0-6-8
Scale = 1:20.9
5x6 = 2x4 11 7x6 =
13x6 - 2 3 4
OM
r
8 7 63x6 - 5
2x4 11 3x6 = 2x4 11
I 4 -6-14 6 -10-6 11 -8-4 12- 2 -1?l.
I
4-6-14 2 -3-8 4 -9-14 0 -6-8
Plate Offsets (X,Y): 12:0 -1- 12,0 -3-0]
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.58
BC 0.30
WB 0.34
(Matrix)
DEFL in (loc) Udefl Lid
Vert LL - 0.06 6-7 >999 360
Vert(TL) - 0.08 6-7 >999 180
Horz(TL) -0.01 4 n/a n/a
PLATES GRIP
MI120 249/190
Weight: 54 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/ size) 8= 418/Mechanical, 4= 418/0 -6-0
FORCES (lb) - First Load Case Only
TOP CHORD 1-8=-388, 1-2=-962, 2-3=-962, 3-4=- 962, 4-5 =35
BOT CHORD 7-8= 141, 6-7= 962, 5-6 =163
WEBS 1 -7 =851, 2 -7- 210, 3-6=-210, 4-6 =825
NOTES
1 } Refer to girder(s) for truss to truss connections.
2 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
3 Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (If)
Vert: 16.7, 5- 8=-6.7
Job
3K10 -F
Truss
FL14
Truss Type
FLOOR
Qty
3
Ply
1
AARON BLDRS.
0006
Job Reference (optional)
Best Truss CO., Miami, Fl. 5.100 s Mar 25 200 Mi I ek Industries, Inc. Mon Nov 24 08:38:34 2003 Page 1
4-5 -10 8 -11-4
4-5-10 4-5 -10
Scale = 1:15.3
2x4 1 1 3x6 - 2x4 1 I
1 2 3
ik
5 3x6= 4
3x6 -
8 -11-4
8 -11-4
LOADING (psf)
SPACING 1-4-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
TOLL 40.0
Plates Increase 1.00
TC 0.30
Vert(LL) n/a - n/a 999
MI120 249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.29
Vert(TL) -0.11 4-5 >923 180
BCLL 0.0
Rep Stress Incr YES
WB 0.26
Horz(TL) 0.01 4 n/a n/a
BCDL 5.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 42 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 8-11 -4 oc purrns, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb /size) 5= 317/Mechanical, 4= 317 /Mechanical
FORCES (lb) - First Load Case Only
TOP CHORD 1 -5 =114, 1 -2 =0, 2 -3=0, 3- 4=-114
BOT CHORD 4-5 =624
WEBS 2 -5 =-648, 2 4- 848
NOTES
1 Refer to girder(s) for truss to truss connections.
2 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
3 Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (pif)
Vert 1- - -66.7, 4-5 =-6.7
•
Job
3K10 -F
Truss
FL2
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
0007
Job Reference optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Indus es, Inc. Mon Nov 24 08:38:34 2003 Page 1
5-10 -3 11 -6-9 16-9 -5 17-1-9
1 1
5 -10 -3 5-8-7 5-2 -12 0-4-4
Scale = 1:29.9
3x10 - 5x6 = 3x6 - 6x10 =
1 2 3 4
•
'
a
8 7 6 5x8 - 5
2x4 11 4x12 = 2x4 II
5 -10 -3 11 -6-9 16 -9 -5
1 1
5 -10-3 5-8-7 5-2 -12
Plate Offsets (X,Y): [2:0-3-0,0-3-0], [4:0-3-8,0-3-0], [6:0- 2- 8,0 -3-0]
LOADING (
TCLL
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.81
BC 0.57
WB 0.86
(Matrix)
DEFL in (loc) Vdefl Ud
Vert(LL) 0.24 6-7 >817 360
Vert(TL) - 0.25 6-7 >781 180
Horz(TL) -0.01 4 n/a n/a
PLATES GRIP
MI120 249/190
Weight 79 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-2 -5 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5 -0-10 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib /size) 8=604/Mechanical, 4 =604/0 -3-12
Max Uplift8=- 497(Ioad case 2), 4=- 497(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-8=-563, 1-2=-1944, 2-3=-1944, 3-4=- 1837, 4-5 =37
BOT CHORD 7 -8= 234, 6-7= 1837, 5 -6=186
WEBS 1 -7 =1749, 2-7=-371, 3-7= 110, 3-6=-374, 4-6 =1697
NOTES
1) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 3.0psf; Category It Exp C; partially;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2 Provide adequate drainage to prevent water ponding.
3 Refer to girder(s) for truss to truss connections.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 Ib uplift at joint 8 and 497 Ib uplift at
joint 4.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S)
1) Regular: Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (pif)
Vert 1- 4=- 66.7, 5- 8=-6.7
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pifl
Vert 1-4 =64.4, 5- 8=-4.0
,Job
■
3K10 -F
Truss
FL3
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
0008
Job Reference optional)
Best Truss CO., Miami, I. 5.100 s Mar 25 200 MiTek Indu es, Inc. Mon Nov 24 08:38:34 2003 Page 1
1 5 -10 -3 11 -6 -9 15-5 -5 1)5-9 9
1 1
5 -10 -3 5-8 -7 3 -10 -12 0-4-4
Scale = 1:27.4
3x8 = 2x4 11 5x6 = 7x6 —
1 2 3 4
ao
•
El'
°
11
9 8 7 6 5
2x4 11 4x9 - 3x4 - 3x4 = 2x4 I I
1
5 -10 -3 11-6 -9 15 -5-5 1�5 -9� 9
1 1
5-10 -3 5 -8-7 3 -10-12 0-4-4
Plate Utfsets (X,Y): (3:0- 3- 0,0 -3-U]
LOADING (psf)
SPACING 1-4-0
CSI
DEFL in (Ioc) Vdefl lid
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.79
Vert(LL) 0.17 6-8 >999 360
MII20 249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.45
Vert(TL) -0.18 6-8 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.75
Horz(TL) -0.01 4 n/a n/a
BCDL 5.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 74 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-6-3 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5 -8-13 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS Ib /size) 9= 556 /Mechanical, 4= 556/0 -3-12
Max Uplift9- 460(load case 2), 4=- 460(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-9=-515, 1-2=-1714, 2 -3=- 1714, 3-4= -1370, 4-5=26
BOT CHORD 8-9 =226, 7 -8= 1416, 6-7= 1416, 5 -6==97
WEBS 1 -8 =1521, 2 -8=- 369, 3-8= 305, 3-6=-389, 4-6 =1337
NOTES
1) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 3.Opsf; Category 11; Exp C; partially;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2 Provide adequate drainage to prevent water ponding.
3 Refer to girder(s) for truss to truss connections.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at joint 9 and 460 Ib uplift at
joint 4.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
6) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n.
LOAD CASE(S)
1) Regular. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (pif)
Vert: 1-4=- 66.7, 5- 9=-6.7
2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33
.
Uniform Loads (p1f)
Vert: 1-4 =64.7, 5- 9=-4.0
,Job
3K10 -F
Truss
FL4.
Truss Type
ROOF TRUSS
Qty
1
Ply
1
AARON BLDRS.
0009
Job Reference (optional)
Best Truss CO., Miami, H. 5.100 s Mar 25 2003 Mi 1 ek Industries, Inc. Mon Nov 24 08:38:35 2003 Page 1
1 5-10 -3 11 -6-9 14-1 -5 145
�9
�
5-10 -3 5-8 -7 2 -6-12 0-4-4
Scale = 1:25.0
Fp
2x4 11
3x8 = 3x4 = 3x6 = 7x6 =
1 2 3 4 5
a
10 9 8 7 6
2x4 11 3x10 = 3x4 = 3x4 = 2x4 11
5-10 -3 11 -6-9 14-1 -5 145 �9
1
1 1
5-10 -3 5-8 -7 2 -6 -12 0-4-4
LOADING (psf)
SPACING 1-4-0
CSI
DEFL in (Ioc) I/defl Ud
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.76
Vert(LL) 0.13 7 -9 >999 360
MII20 249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.33
Vert(TL) -0.13 7 -9 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.65
Horz(TL) -0.01 5 n/a n/a
BCDL 5.0
Code FBC2001 /ANSI95
(Matrix)
Weight 68 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-10-4 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -11-4 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib /size) 10= 507/Mechanical, 5= 507/0 -3-12
Max Up!ift10= 422(load case 2), 5= 422(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -10 =-467, 1 -2 =1489, 2-3=-1489, 3-4=- 1489, 4-5=-961, 5-6 =8
BOT CHORD 9-10= 217, 8- 9=961, 7- 8=961, 6 -7 =21
WEBS 1 -9 =1300, 2-9=-374, 4-9= 540, 4-7=- 433, 5-7 =1052
NOTES
1) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0pst BCDL= 3.0psf; Category II; Exp C; partially;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
2)) Provide adequate drainage to prevent water ponding.
3 Refer to girder(s) for truss to truss connections.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 Ib uplift at joint 10 and 422 Ib uplift
at joint 5.
5) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S)
1) Regular. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert 1- 5=- 66.7, 6-10=-6.7
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1- 5- -65.1, 6- 10 =-4.0
,Job
3K10 -F
Truss
FL5
Truss Type
FLOOR
Qty
18
Ply
1
AARON BLDRS.
0010
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:35 2003 Page 1
0-6-81 4-7-4 6 -10 -12 11 -6-0 11 -91-0
I
0 -6-8 4-7-4 2 -3-8 4-7-4 0-3-0
Scale = 1:22.0
7x6 = 5x6 = 2x4 I I 7x6 =
1 2 3 4
00
r
co
8 7 6 5
2x4 I I 3x6 = 3x6 = 2x4 I1
0 -6-81 4-7-4 6 -10-12 11 -6-0
I 1 1
0 -6-8 4-7-4 2 -3-8 4-7-4
Plate Offsets (X,Y): 1.2:0 -1- 12,0 -3-0]
LOADING (psf)
TOLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.52
BC 0.29
WB 0.33
(Matra)
DEFL in (loc) I/defl Ud
Vert(LL) - 0.05 6-7 >999 360
Vert(TL) - 0.07 6-7 >999 180
Horz(TL) -0.02 4 n/a n/a
PLATES GRIP
MI120 249/190
Weight: 54 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 1= 411/0 -6 -0, 4= 411/0 -2-8
FORCES (lb) - First Load Case Only
TOP CHORD 1 -8 =32, 1-2=-929, 2-3=-929, 3-4=-929, 4-5 =32
BOT CHORD 7-8 =145, 6 -7= 929, 5-6 =145
WEBS 1 -7 =812, 2 -7=- 207, 3-6=-207, 4 -6=812
NOTES
1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
2 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
3 Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (If)
Vert: 16.7, 5- 8=-6.7
,Job ,
3K10 -F
Truss
FL6
Truss Type
FLOOR
Qty
25
Ply
1
AARON BLDRS.
Job Reference optional)
0011
Best Truss CO., Miami, H. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:38:37 2903 Page 1
-q
-3� 0 5 -6-14 7 -10 -6 13-5 -4
0
I
-3-0 5-6 -14 2 -3-8 5 -6-14
Scale = 1:24.4
7x6 - 5x6 = 2x4 H
7x6 =
1 2 3
4
r5I
—
Iyu
7 6
5
2x4 I I 3x6 = 5x6 =
2x4 I I
-q-3�
0 5-6-14 7 -10 -6 13-5 -4
0
I
-3-0 5 -6-14 2 -3-8 5 -6-14
Plate Offsets (X,Y): [2:0- 1- 12,0 -3-0], [6:0- 3- 0,0 -3-0]
LOADING(
SPACING 1-4-0
CSI
DEFL in (Ioc) I/defl L/d
PLATES
GRIP
TCLL
Plates Increase 1.00
TC 0.78
Vert(LL) -0.10 6-7 >999 360
MI120
249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.40
Vert(TL) -0.13 6-7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.44
Horz(TL) -0.01 5 n/a n/a
BCDL 5.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 61 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -3-1 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib /size) 1= 482/0 -2-8, 5= 482/Mechanical
FORCES (Ib) - First Load Case Only
TOP CHORD 1 -8 =38, 1-2=-1297, 2-3=-1297, 3-4=- 1270, 4-5 =-444
BOT CHORD 7- 8=216, 6- 7= 1297, 5-6 =213
WEBS 1 -7 =1107, 2-7=-234, 3-6=-238, 4-6 =1084
NOTES
1 Refer to girder(s) for truss to truss connections.
2 Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1.
3 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
4 Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (If)
Vert: 1 4 66.7, 5-8=-6.7
,Job
3K10 -F
Truss
FL7
Truss Type
FLOOR
Qty
16
PIy
1
AARON BLDRS. 0012
Job Reference (optional)
Best Truss CO., Miami, FI. 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:38 2003 Page 1
6 -5 -0 8-8-8 15-1 -8
1 1
6-5-0 2 -3-8 6 -5 -0
1
Scale = 1:26.3
3x6 I1 3x4 = 3x6 = 3x6 = 3x6 I I
1 2 3 4 5
11
9 8 7 6
3x6 = 2x4 11 5x6 — 3x6 —
1
6-5-0 8-8-8 15-1 -8
I 1 1
6 -5-0 2 -3-8 6 -5 -0
Plate Offsets (X,Y): [7:0 -1- 12,0 -3-0J
LOADING(psf)
SPACING 1-4-0
CSI
DEFL In (Ioc) Vdefl Lid
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.60
Vert(LL) -0.16 7-8 >999 360
M1120 249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.59
Vert(TL) -0.22 7 -8 >815 180
BCLL 0.0
Rep Stress Incr YES
WB 0.47
Horz(TL) 0.04 6 n/a n/a
BCDL 5.0
Code FBC2001 /ANSI95
(Matrix)
Weight 68 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-8-2 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 3-9, 4-6
1-9 2 X 4 SYP No.2, 5-6 2 X 4 SYP No.2
REACTIONS (lb/size) 9= 5,14/Mechanical, 6= 544 /Mechanical
FORCES (lb) - First Load Case Only
TOP CHORD 1-9=-236, 1-2=-293, 2-3=-293, 3-4=- 1663, 4-5=-293, 5-6=-236
BOT CHORD 8-9 =1663, 7 -8= 1663, 6-7 =1663
WEBS 3-9=-1396, 3-8 =6, 4-7 =6, 4-6=-1396
NOTES
1 Refer to girder(s) for truss to truss connections.
2 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
3 Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (pif)
Vert: 1 -5=- 66.7, 6-9=-6.7
,Job
3K10 -F
Truss
FL8
Truss Type
FLOOR
Qty
1
Ply
1
AARON BLURS.
0013
Job Reference (optional)
Best Truss CU., Miami, H. 5.100 s Mar 25 2003 MiTek Industnes, Inc. Mon Nov 24 08:38:38 2003 Page 1
-P-4
-4 5 -5 -12 10 -11 -8 11-3-11
1 0-4-4 5 -5-12 5 -5-12 0-4-4
Scale = 1:20.6
2x4 11 5x8 -
1 25x8- 3 4 5
AT
8 7 6
2x4 11 3x10 - 2x4 11
-P
5 -5-12 10 -11 -8 11-3-11
1
1
5-5 -12 5-5 -12 0-4-3
0-4-4
Plate Offsets (X,Y): 12:0- 3- 8,U -2-8], 14:0- 3- 8,0 -2-8]
LOADING (psf)
SPACING 1-4-0
CSI
DEFL In (loc) Udefl lid
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.62
Vert(LL) -0.07 7 >999 360
MI120 249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.23
Vert(TL) -0.09 7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.32
Horz(TL) -0.02 5 n/a n/a
BCDL 5.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 53 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -10-10 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except*
2-8 2 X 4 SYP No.2, 4-6 2 X 4 SYP No.2
REACTIONS (lb/size) 1= 414/0 -3-9, 5= 414/0 -3-9
FORCES (lb) - First Load Case Only
TOP CHORD 2 -8=41, 1 -2 =0, 2-3=-1053, 3-4= -1053, 4-5 =0, 4 -6=41
BOT CHORD 7-8= 283, 6-7 =283
WEBS 2 -7= 789, 3-7=-359, 4-7 =790
NOTES
1) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
2) Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert: 1-2=-66.7, 2 -1- 66.7, 4-5=- 66.7, 6- 8=-6.7
Job
3K10 -F
Truss
FL9
Truss Type
FLOOR
Qty
1
Ply
1
AARON BLURS.
0014
Job Reference (optional)
Best Truss CO., Miami, FI. 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:39 2003 Page 1
X0-4 -1. 4-1 -12 8-3-8 6-7 -11
1
0-4-4 4-1 -12 4-1 -12 0-4-4
Scale = 1:15.8
2x4 11 3x8 =
1 2 3x8 - 3 4 5
co-
to
0
r
8 7 6
2x4 11 3x8 = 2x4 I1
0-4 4-1-12 8-3-8 6-7 -11
1
0-4-4 4-1 -12 4-1 -12 0-4-3
Plate Offsets (X,Y): [2:0- 3- 8,0 -1-8], [4:0- 3- 8,0-1 -8]
LOADING(s�
TCLL0.0
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code FBC2001 /ANSI95
CSI
TC 0.65
BC 0.15
WB 0.19
(Matrix)
DEFL in (loc) I/defl IA
Vert(LL) -0.02 7 >999 360
Vert(TL) -0.03 7 >999 180
Horz(TL) -0.01 5 n/a n/a
PLATES GRIP
MI120 249/190
Weight 41 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 1= 317/0-3 -9, 5= 317/0-3 -9
FORCES (lb) - First Load Case Only
TOP CHORD 2 -8=33, 1 -2=-0, 2- 3=- 619, 3-4=- 619, 4-5=0, 4 -6=33
BOT CHORD 7-8= 171, 6-7 =170
WEBS 2- 7= 468, 3-7=-284, 4 -7=469
NOTES
1) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
2) Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at thew outer ends or restrained by other means.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert 1-2=-66.7, 2-4=- 66.7, 4-5= -66.7, 6 8- 6.7
,Job
3K10 -F
Truss
FLG1
Truss Type
ROOF TRUSS
Qty
1
Ply
AARON BLDRS.
0015
Job Reference (optional)
Best Truss GO., Miami, FI. 5.100 s Mar 25 2003 Mil ek Industries, Inc. Mon Nov 24 08:38:40 2003 Page 1
3-9 -12 7 -7 -8
1
3-9-12 3-9 -12
Scale = 1:12.8
2x4 11 4x7 =
1 4x7 = 2 3
-
y
6 5 4
8x14 =
2x4 11 2x4 11
3 -9-12 7 -7 -8
1
3-9 -12 3-9 -12
LOADING (psf)
SPACING 1-4-0
CSI
DEFL in (Ioc) I/defl Ud
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.42
Vert LL 0.07 5 >999 360
MI120 249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.46
Vert(TL) 0.06 5 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.71
Horz(TL) -0.00 4 n/a n/a
BCDL 5.0
Code FBC2001 /ANSI95
(Simplified)
Weight 87 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except*
1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2
REACTIONS (Ib /size) 6= 2135 /Mechanical, 4= 2135/Mechanical
Max Uplift6= 1833(Ioad case 2), 4 — 1833(Ioad case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-6=-1321, 1-2=-3400, 2-3=-3400, 3-4 =-1321
BOT CHORD 5-6=-0, 4-5 =0
WEBS 1 -5 =3564, 2-5=-508, 3- 5=3564
NOTES
1) 2 -ply truss to be connected together with 10d Common(.148"x3") Nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 3.Opsf; Category II; Exp C; partlally;C -C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3 Provide adequate drainage to prevent water ponding.
4 Refer to girder(s) for truss to truss connections.
5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1833 Ib uplift at joint 6 and 1833 Ib uplift
at joint 4.
6) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert: 1- = 141.7, 4-6= -454.1
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1 -3 =133.3, 4-6 =378.1
,Job
3K10 -F
Truss
FLG10
Truss Type
FLOOR
Qty
1
Ply
AARON BLDRS.
0016
Job Reference (optional)
Best Truss CO., Miami, FL 5.100 s Mar 25 200 MiTek Indus _pies, Inc. Mon Nov 24 08:38:41 2003 Page 1
1 1 -7 -8 6-5-4
1
1 -7-8 4-9 -12
Scale = 1:10.8
3x6 =
1 3x6 = 2 2x4 I I 3
1
o.4:
A
5 4
10x12 MII18H-
2x4 11 2x4 11
9-2 -1?r 1 -7 -8 6-5-4
1 1
0 -2 -12 1-4-12 4-9 -12
LOADING (psf)
TCLL 40 0
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr NO
Code FBC2001 /ANSI95
CSI
TC 0.23
BC 0.70
WB 0.71
(Matrix)
DEFL in (loc) I/defl Ud
Vert LL - 0.06 4-5 >999 360
Vert(TL) - 0.09 4-5 >843 180
Horz(TL) -0.00 4 n/a n/a
PLATES GRIP
MI120 249/190
MII18H 195/188
Weight: 114 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 6 SYP No.2 *Except*
1-5 2 X 4 SYP No.3, 3-5 2 X 4 SYP No.3
REACTIONS (lb/size) 6= 4374/0 -4-0, 4= 2783/Mechanical
FORCES (lb) - First Load Case Only
TOP CHORD 1-6 =3461, 1 -2= -4123, 2- 3= 4123, 3-4 =-1177
BOT CHORD 5-6 =0, 4-5 =0
WEBS 1 -5 =5295, 2-5=-200, 3- 5=4245
NOTES
1) 3-ply truss to be connected together with WS45 USP (0.25"x4.5 ") Screws as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0 -9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-6-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc.
2 All plates are MI120 plates unless otherwise indicated.
3 Refer to girder(s) for truss to truss connections.
4 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
5 Recommend 2x6 srongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
6) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1353.0Ib down at 1 -7 -8,
and 1224.0lb down at 0 -2 -12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of
others.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert: 1-2=-141.7, 2- 3=- 66.7, 5-6= 370.4, 4-5=-776.7
Concentrated Loads (lb)
Vert: 6=- 1224.0 5= 1353.0
GJob
3K10 -F
Truss
FLG11
Truss Type
FLOOR
Qty
1
Ply
3
AARON BLDRS. 0017
Job Reference (optional)
Best
1
Truss GO., Miami, FI.
44 6
5.100 s Mar 25 2003 MITek Industribs, Inc. Mon Nov 24 08:38:42 2003 Page 1
8 -8-12
1 1
4-4-6 4-4-6
Scale = 1:14.7
2x4 11 3x6 =
1 3x6 - 2 3
6 5 4
3x8 -
2x4 II 2x411
4-4-6 8-8 -12
1
4-4-6 4-4-6
LOADING (
SPACING 1-40
CSI
DEFL in (Ioc) Vdefl Ltd
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.24
Vert(LL) -0.05 5 >999 360
MI120 249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.25
Vert(TL) -0.07 5 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.48
Horz(TL) -0.00 4 nta n/a
BCDL 5.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 148 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except*
1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2
REACTIONS (lb/size) 6= 1777 /Mechanical, 4= 1777 /Mechanical
FORCES (lb) - First Load Case Only
TOP CHORD 1-6=-1191, 1-2=-3437, 2-3=-3437, 3-4=-1191
BOT CHORD 5-6 =0, 4-5=-0
WEBS 1 -5 =3561, 2-5=-660, 3-5 =3561
NOTES
1) Top chords coonnected as follows: 2 X 4 10d at 0-9-0 oc, 82 X 6 - 2irows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2 Refer to girder(s) for truss to truss connections.
3 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
4 Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00 -
Uniform Loads plf)
Vert: 1-3=-141.7, 4-6=-287.9
Job r
'
3K10 -F
Truss
FLG2
Truss Type
ROOF TRUSS
Qty
1
Ply
AARON BLDRS.
0018
Job Reference (optional)
Best Truss GO., Mom, F.I. 5.10U s Mar 25 2003 MI I ek Indu es, Inc. Mon Nov 24 08:38:43 2003 Page 1
1 5-3-5 10-4-15 15-8 -4
1 1 1
5-3-5 5-1 -9 5-3-5
Scale = 1:27.0
2x4 11 3x6 = 3x4 = 3x10 - 2x4 11
1 2 3 4 5
– 11 –
–
—
–
93x6 = 8 7 6
5x6 = 2x4 11 3x6 =
1 5 -3-5 10 -4-15 15-8 -4
1 1 1
5-3-5 5-1 -9 5-3-5
Plate Offsets (X,Y): L8:0- 3- 0,0 -3-0J
LOADING(
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr NO
Code FBC2001 /ANSI95
CSI
TC 0.54
BC 0.39
WB 0.44
(Simplified)
DEFL in (Ioc) I/defl Ud
Vert(LL) 0.15 8 >999 360
Vert(TL) -0.16 7 -8 >999 180
Horz(TL) 0.03 6 n/a n/a
PLATES GRIP
MI120 249/190
Weight 150 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puffins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing.
WEBS 2 X 4 SYP No.3 `Except*
1 -9 2 X 6 SYP No.2, 5-6 2 X 6 SYP No.2 .
REACTIONS (lb /size) 9= 1129 /Mechanical, 6= 1129/Mechanical
Max Uprrft9- 934(ioad case 2), 6- 934(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-9=-358, 1 -2=0, 2- 3=- 3155, 3-4=-3155, 4-5 =0, 5-6=-358
BOT CHORD 8-9 =3155, 7 -8 =3155, 6 -7 =3155
WEBS 2-9=-3244, 2 -8=34, 4-8-0, 4 -7 =34, 4- 6-3244
NOTES
1) 2 -ply truss to be connected together with 10d Common(.148"x3") Nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 4 -1 row at 0 -9-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0 -9-0 oc.
2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 3.Opsf; Category II; Exp C; partially;C-C interior zone;Lumber DOL =1.33
plate grip DOL =1.33.
3 Provide adequate drainage to prevent water ponding.
4 Refer to girder(s) for truss to truss connections.
5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 934 Ib uplift at joint 9 and 934 Ib uplift at
joint 6.
6) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular: Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (If)
Vert 1-5=-141.7, 6-9=-6.7
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1 -5= 126.7, 6 -9=4.0
,Job
3K10 -F
Truss
FLG3
Truss Type
ROOF TRUSS
Best Truss CO., Miami, FI.
1
3x6 -
3-9 -13
5.100
Ply
AARON BLDRS.
0019
Job Reference (optional)
s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:38:43 2003 Page 1
2 2x4 I I
3-9 -13
4
1 2x
4x7 =
3
3-9 -13
3-9 -13
Scale = 1:7.7
LOADING (psf)
TCLL 40 6
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr NO
Code FBC2001 /ANS195
CSI
TC 0.24
BC 0.32
WB 0.00
(Simplified)
DEFL in (loc) Udefl
Vert LL - 0.02 3-4 >999
Vert TL - 0.02 3-4 >999
Horz(TL) 0.00 3 n/a
Ud
360
180
n/a
PLATES
MI120
Weight: 45 Ib
GRIP
249/190
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 6 SYP No.2
WEBS 2 X 6 SYP No.2 *Except*
1-3 2 X 4 SYP No.3
REACTIONS (Ib/ size) 4= 839/Mechanical, 3= 839/Mechanical
Max Uplift4= 798(load case 2), 3=- 798(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-4=-238, 1 -2 =0, 2-3=-238
BOT CHORD 3-4= -0
WEBS 1 -3=0
BRACING
TOP CHORD Sheathed or 3 -9-13 oc purl'ns, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
NOTES
1) 2 -ply truss to be connected together with 10d Common(.148°x3 ") Nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9 -0 oc, 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9 -0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 3.0psf; Category II; Exp C; partially;C -C
plate grip DOL =1.33.
3 Provide adequate drainage to prevent water ponding.
4 Refer to girder(s) for truss to truss connections.
5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 798 Ib
joint 3.
6) This truss design conforms with Florida Building Code 2001, based on parameters indicated.
LOAD CASE(S)
1) Regular. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (pif)
Vert: 1-2=-141.7, 3-4= -357.9
2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert 1-2=147.0, 3- 4=328.2
interior zone;Lumber DOL =1.33
uplift at joint 4 and 798 Ib uplift at
,Job ,
3K10 -F
Truss
FLG4
Truss Type
FLOOR
tatty
1
Ply
2
AARON BLDRS.
0020
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:44 2003 Page 1
6 -10-2 13-8 -4
�
6-10 -2 6-10 -2
Scale = 1:23.5
3x4 = 5x16 = - 3x4 =
1 2 3
6 5 4
3x6 = 5x6 - 3x6 =
6 -10-2 13-8 -4
6-10 -2 6 -10-2
Plate Onsets (X,Y): 2:0-.3-4,0-.3-01, 1,5:0-3-11,0-3-01
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr NO
Code FBC2001 /ANSI95
CSI
TC 0.56
BC 0.53
WB 0.43
(Matrix)
DEFL in (loc) Udefl Ud
Vert(LL) -0.12 5 >999 360
Vert(TL) -0.17 5 >952 180
Horz(TL) 0.03 4 n/a n/a
PLATES GRIP
MI120 249/190
Weight: 130 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3 `Except*
1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2
REACTIONS (lb/size) 6= 981/Mechanical, 4= 981/Mechanical
FORCES (lb) - First Load Case Only
TOP CHORD 1-6=-502, 1 -2 =-618, 2-3=-618, 3- 4=-502
BOT CHORD 5-6 =2885, 4-5 =2885
WEBS 2-6=-2304, 2- 5=-42, 2-4 =-2304
NOTES
1) 2 -ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9 -0 oc, 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 4 -1 row at 0 -9-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2) Refer to girder(s) for truss to truss connections.
3 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
4 Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert: 1-3=-141.7, 4- 6 = -6.7
,Job
3K10 -F
Truss
FLG5
Truss Type
FLOOR
Qty
1
Ply
2
AARON BLDRS.
0021
Job Reference (optional)
Best
Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:44 2003
1 5-1 -8 9 -11 -8 15 -1 -0
Page 1
1
= 1:25.9
11
1 1
5 -1 -8 4-10 -0 5 -1-8
Scale
3x4 I I 3x4 — 3x6 = 3x6 = 3x4
1 2 3 4 5
ri
'
8 7 6
3x10 = 5x6 = 3x10 =
7 -6-8 15 -1-0
1
7 -6-8 7 -6-8
Plate Offsets (X,Y): [7 :0- 3- 0,0 -3-0J
LOADING (psf)
TCLL 00
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr NO
Code FBC2001 /ANSI95
CSI
TC 0.33
BC 0.47
WB 0.37
(Matrix)
DEFL in (loc) I/defl Ud
Vert LL) -0.12 7 >999 360
Vert (TL) -0.16 7 >999 180
Horz(TL) 0.04 6 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 142 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except*
1-8 2 X 6 SYP No.2, 5-6 2 X 6 SYP No.2
REACTIONS (lb/size) 8= 1085/Mechanical, 6= 1085 /Mechanical
FORCES (lb) - First Load Case Only
TOP CHORD 1-8 =-380, 1-2=-373, 2-3=-373, 3-4=- 3035, 4-5=-373, 5-6=-380
BOT CHORD 7-8 =3035, 6 -7 =3035
WEBS 3-8=- 2741, 3-7 =1, 4-7 =1, 4-6 =-2741
NOTES
1) 2 -ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 4 -1 row at 0-9-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2) Refer to girders) for truss to truss connections.
3 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
4 Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)
1) Floor: Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (if)
Vert: 1141.7, 6- 8=-6.7
,Job
•
3K10 -F
Truss
FLG5A
Truss Type
FLOOR
Qty
2
Ply
�f
L
AARON BLDRS.
0022
Job Reference (optional)
Best Truss CO., Miami, H. 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:45 2003 Page 1
1 4-0-4 1 7-8 -15 11 -3-13 15-0 -8
1 1 1
4-0-4 3-8-11 3-6-15 3-8 -11
Scale = 1:25.8
2x4 1I 4x7 = 3x10 = 2x4 11 5x16 —
14x12 = 2 3 4 5 6
12 11 10 9 8 7
4x5 = 5x16 = 2x4 11 5x6 — 6x14 — 3x6 11
1 4-0-4 4-1� -0 7 -8 -15 11 -3-13 15-0 -8
1 1 1
4-0-4 0 -0-12 3-7 -15 3-6 -15 3-8 -11
Plate Offsets (X,Y): [8:0- f- 0,0 -3-12J
LOADING
TCLL �.
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr NO
Code FBC2001 /ANSI95
CSI
TC 0.81
BC 0.99
WB 0.86
(Matra)
DEFL in (loc) I/defl Ud
Vert LL -0.22 10-11 >803 360
Vert(TL) -0.30 10-11 >580 180
Horz(TL) 0.04 7 n/a n/a
PLATES GRIP
MI120 249/190
Weight 192 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-2 -2 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
9- 122X6 SYP SS
WEBS 2 X 4 SYP No.3 *Except*
1-12 2 X 6 SYP No.2, 6-7 2 X 6 SYP No.2, 1-11 2 X 4 SYP No.2
2 -11 2 X 6 SYP No.2, 4-11 2 X 4 SYP No.2
REACTIONS (lb/size) 12= 2936 /Mechanical, 7= 1921/Mechanical
FORCES (lb) - First Load Case Only
TOP CHORD 1-12=-2096, 1 -2 =7900, 2-3=-7900, 3-4=-7900, 4-5=- 5126, 5-6=-5126, 6-7=-1702
BOT CHORD 11 -12 =1655, 10-11 =9062, 9-10=9062, 8-9 =9062, 7-8 =1013
WEBS 1 -11 =6476, 2 -11=- 835, 4-11= 1207, 4 -10=5, 4-8=- 4099, 5-8=- 196, 6- 8=4292
NOTES
1) 2 -ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows:
Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc.
2 Refer to girder(s) for truss to truss connections.
3 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
4 Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at thew outer ends or restrained by other means.
5) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 629.0Ib down at 4-1 -0
on bottom chord. The design/selection of such special connection device(s) is the responsibility of others.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (p10
Vert: 1 -22= -66.7, 2-4=- 566.7, 4-6= 1417, 11-12=-209.2, 7- 11 =-6.7
Concentrated Loads (lb)
Vert 11= -629.0
I,JOb
3K10 -F
Truss
FLG6
Truss Type
FLOOR
Qty
1
Ply
3
AARON BURS.
0023
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s ar 25 200 Mi fek Industries, Inc. Mon Nov 24 08:38:46 2003 Page 1
4-4-6 8 -8-12
4-4-6 4-4-6
Scale = 1:14.7
2x4 11 3x6 -
1 3x6 - 2 3
�
6 5 4
3x8 =
2x4 11 2x4 11
4-4-6 8-8 -12
1
4-4-6 4-4-6
LOADING (psf)
SPACING 1-4-0
CSI
DEFL in (Ioc) I/defl L/d
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.15
Vert(LL) -0.04 5 >999 360
MII20 249/190
TCDL 10.0
Lumber Increase 1.00
BC 0.28
Vert(TL) -0.06 5 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.47
Horz(TL) -0.00 4 n/a n/a
BCDL 5.0
Code FBC2001 /ANSI95
(Matrix)
Weight: 148 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except*
1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2
REACTIONS (lb/size) 6= 1745 /Mechanical, 4= 1745/Mechanical
FORCES (lb) - First Load Case Only
TOP CHORD 1-6=-1057, 1-2=-3377, 2 -3=- 3377, 3-4=-1057
BOT CHORD 5 -6=-0, 4-5=0
WEBS 1 -5 =3500, 2 -5- 274, 3-5=3500
NOTES
1) 0 follows:
Top chords connected as follows: s: 2 X 4 -1 row at�0 -9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2 Refer to girder(s) for truss to truss connections.
3 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
4 Girder carries tie -in span(s): 13-9 -0 from 0-0-0 to 8 -10-4
5 Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads p( I
Vert: 1- - 66.7, 4-6 =355.4
Job ,
3K10 -F
Truss
FLG7
Truss Type
FLOOR
Qty
2
Ply
3
AARON BLDRS.
0024
Job Reference optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Indus es, Inc. Mon Nov 24 08:38:46 2003 Page 1
3-0-6 1 5-11 -0 { 8-9 -10 11 -8-4 14 -6-14 17 -7-4
1
3-0 -6 2 -10-10 2 -10 -10 2 -10 -10 2 -10 -10 3-0 -6
Scale = 1:30.4
4x12 = 2x4 11 3x8 = 2x4 H I 7x10 = 2x4 11 4x12 =
1 2 3 4 5 6 7
•
•
.
....
15 14 13 12 11 10 9 8
4x5 = 5x12 = 7x10 M1118H= 3x8 = 2x4 11 5x12 = 4x5 =
1 3-0-6 5-11 -0 1 8 -9-10 11-8 -4 14 -6 -14 17 -7-4
1 1 i 1
3-0 -6 2 -10 -10 2 -10-10 2 -10-10 2 -10 -10 3-0-6
Plate Offsets (X,Y): [5:0- 2- 8,0 -4-8J, [9:0- 5- 8,0 -3-4], [13:0- 5- 0,0 -5-4J, [14:0- 5- 8,0 -3-4]
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr NO
Code FBC2001 /ANSI95
CSI
TC 0.90
BC 0.95
WB 0.92
(Matrix)
DEFL in (loc) l/defl lid
Vert(LL) -0.46 11 >445 360
Vert(TL) -0.64 11 >323 180
Horz(TL) 0.09 8 n/a n/a
PLATES GRIP
MI120 249/190
MII18H 195/188
Weight: 338 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-5-6 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except*
1-15 2 X 6 SYP No.2, 7-8 2 X 6 SYP No.2, 1-14 2 X 4 SYP No.2
7-9 2 X 4 SYP No.2
REACTIONS (Ib /size) 15= 6631 /Mechanical, 8= 6631/Mechanical
FORCES (lb) - First Load Case Only
TOP CHORD 1- 15= -4948, 1 -2- 13860, 2-3=-13860, 3-4=- 25536, 4-5=-25536, 5-6=-13860, 6-7=-13860, 7-8 =-4948
BOT CHORD 14-15 =2693, 13- 14= 22855, 12 -13= 22855, 11- 12= 22855, 10- 11= 22855, 9-10= 22855, 8- 9=2693
WEBS 1- 14= 11913, 2 -14= 480, 3-14=-9564, 3-12= 2035, 3-11= 2851, 4-11=-21, 5-11= 2851, 5-10= 2035, 5-9 -9564, 6- 9=480, 7 -9 =11913
NOTES
1) 3-ply truss to be connected together with 10d Common(.148'Sc3 ") Nails as follows:
Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-5-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2 All plates are MI120 plates unless otherwise indicated.
3 Refer to girder(s) for truss to truss connections.
4 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
5 Recommend 2x6 stron ?backs, on edge, spaced at 10-0 -0 oc and.fastened to each truss with 3-16d nails. Strongbacks to be _ ..
attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (Of)
Vert 1- 7=- 66.7, 8-15=-706.9
,Job ,
'
3K10 -F
Truss
FLG8
Truss Type
FLOOR
Qty
1
Ply
3
AARON BLDRS.
0025
Job Reference (optional)
Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:47 2003 Page 1
5 -1 -12 7 -5-3 10-0 -2
1 1 1
5-1 -12 2 -3-7 2 -6-15
Scale = 1:17.0
2x4 11 3x8 =
1 5x16 = 2 3x6 = 3 4
�
r
8 7 6 5
5x16 = 6x10 =
4x5 I I 3x6 11
5-1 -12 7 -5-3 10-0 -2
1 1 1
5-1 -12 2 -3-7 2-6-15
Plate Offsets (X,Y): [7:0- 5- 8,0 -2 -8J
LOADING (
TCLL
TCDL 10.0
BOLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr NO
Code FBC2001 /ANSI95
CSI
TC 0.64
BC 0.84
WB 0.84
(Matra)
DEFL in (Ioc) Udefl Ud
Vert(LL) -0.09 7 >999 360
Vert(TL) -0.13 7 >850 180
Horz(TL) 0.01 5 n/a n/a
PLATES GRIP
MI120 249/190
Weight: 173 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except*
1-8 2 X 6 SYP No.2, 4-5 2 X 6 SYP No.2, 2-7 2 X 6 SYP No.2
REACTIONS (lb/size) 8= 3058 /Mechanical, 5= 3841/Mechanical
FORCES (lb) - First Load Case Only
TOP CHORD 1-8=-1912, 1 -2 =7998, 2- 3=- 5910, 3-4=- 5910, 4-5=-2633
BOT CHORD 7-8= 1836, 6-7= 7998, 5 -6=944
WEBS 1 -7 =6321, 2 -7 =752, 2-6=-2327, 3 -6 =26, 4-6 =5506
NOTES
1) 3-ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9 -0 oc.
Bottom chords connected as follows: 2 X 6 - 3 rows at 0-4-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc.
2 Refer to girder(s) for truss to truss connections.
3 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
4 Recommend 2x6 stronybacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
5) Special hanger(s). or other connection device(s) shall be provided sufficient to support concentrated Ioad(s)1353.0Ib down at 5 -1 -12
on bottom chord. The design/selection of such special connection device(s) is the responsibility of others.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert: 1-2=-141.7, 2- 4= -66.7, 7-8=- 287.9, 5-7=-674.2
Concentrated Loads (lb)
Vert: 7=-1353.0
,Job
'
3K10 -F
Truss
FLG9
Truss Type
FLOOR
Qty
1
PIy
2
AARON BLDRS.
0026
Job Reference (optional)
Best Truss CO., Miami, FI. 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:48 2003 Page 1
45-10 8 -11-4
� 1
4-5-10 45-10 Scale = 1:15.1
2x4 11 3x6 -
1 3x6 = 2 3
6 5 4
3x8 -
3x4 11 3x4 11
45-10 8 -11-4
1
4-5-10 4-5 -10
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING 1-4-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr NO
Code FBC2001 /ANSI95
CSI
TC 0.35
BC 0.05
WB 0.27
(Matrix)
DEFL in (ioc) I/defl L/d
Vert(LL) -0.03 5 >999 360
Vert(TL) -0.04 5 >999 180
Horz(TL) -0.00 4 n/a n/a
PLATES GRIP
MI120 249/190
Weight: 88 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing.
WEBS 2 X 4 SYP No.3 "Except*
1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2
REACTIONS (lb/size) 6= 629 /Mechanical, 4= 629/Mechanical
FORCES (lb) - First Load Case Only
TOP CHORD 1- 6=-606, 1-2=-1292, 2-3=-1292, 3- 4=-606
BOT CHORD 5-6 =0, 4-5 =0
WEBS 1 -5 =1343, 2 -5= 726, 3-5 =1343
NOTES
1) 2 -ply truss to be connected together with 10d Common(.148'Sc3 ") Nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9 -0 oc, 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 4 -1 row at 0-9-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2 Refer to girder(s) for truss to truss connections.
3 This truss design conforms with Florida Building Code 2001, based on parameters indicated.
4 Recommend 2x6 stron ?backs, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)
1) Floor. Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert 1-3=-141.7, 4-6 =-6.7
• This- safety alert, symbol ls- used to attract your
attentiOnt PERSONAL SAFETY IS INVOLVED! Whit*
you see this symbol - BECOME ALERT =HEED IT'S
-.:MESSAGE.
CAUTION: A CAUTVN:identifies safe .operating
practices or indicates unsafe conditions that could
result In injury or damage to struttxr A
HIB-91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for
HANDLING, INSTALLING & BRACING METAL
PLATE CONNECTED WOOD TRUSSES©
It is the responsibility of the installer (builder, building contractor, licensed
contractor, erector or erection contractor) to properly receive, unload, store,
handle, install and brace metal plate connected wood trusses to protect life and
property, The installer must exercise the same high degree of safety awareness as
with any other structural material. TPI does not intend these recommendations to
be interpreted as superiortothe projectArchitect's or Engineer's design specification
for handling, installing and bracing wood trusses for a particular roof orfloor. These
recommendations are based upon the collective experience of leading technical
• CAUTION:The bUilder, building contractor, licensed
contractor; erector or erection contractor -W aci-
AvisediO obtain and read the entiriebooklet "Com-
mentary and Recommendations for Handling, In-
stalling & Bracing Metal Plate Connected Wood
,Trusses, HIE3.7;91tfroM the Truss Plate InstitUte.,
.. —
DANGER A pANpgRidesignatee4: COnditiOn .
wherefailurefololloWfristruCtiens or heed warn-
ing will most likely resultin serious personal
Injurycit':.death or damagelUStructure*;
AWARNING: A WARNING14escribes a condition'
where failure to follow instructions could result in
severe personal injury or damage to structures.
TRUSS PLATE INSTITUTE
583 D'Onotrio Dr., Suite 200
Madison, Wisconsin 53719
(608) 833-5900
personnel in the wood truss industry, but must, dueto the nature of responsibilities
involved, be presented as a guide for the use of a qualified building designer or
installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility
for damages arising from the use, application or reliance on the recommendations
and information contained herein by building designers, installers, and others.
Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or
any part thereof must not be reproduced in any form without written permission
of the publisher. Printed In the United States of America.
CAUTION: All teMporarY brabing should be no less
than 2x4 grade marked lumber. All connections
should be made with minimum of 2-16d nails. All
trusses assumed 2' on-center or less. All multi-ply
trusses should be connected together in accor-
dance with design drawings prior to installation:
iiiiwiiiniTRUSSSTORA
• 1 , CAUtION , Trusses should not
A- be unloaded c:•rilough terrain or
uneven'leurfabaS which could
- - -'---,- cause damage 10 the truss : ..
S'-1 0'
8'-10'
Trusses stored horizontally should be sup-
ported on blocking to prevent excessive
lateral bending and lessen moisture gain.
WARNING: Do not break banding until Installa .
tion begins or lift bundled trusses by, the bands.
WARNING: Do not use damaged trusses.
. • .• . • • • .
11111111111
,A11111111,
Trusses stored vertically should be
braced to prevent toppling or tipping.
DANGER:. Do not store bundles upright unless
properly braced.
• s 'DANGER: Walking on trusses which are-lying.
flat is extremely dangerous and should be strictly
prohibited.
Frame 1
*-gttOw-4041,47.,:;C:A.-
Tag
Une
602
or less
MTIONFAMIN
1- -I
Approximately Approximately
1/2 truss length %truss length
Truss spans less than 30'.
Spreader Ba
'11111111111111111/
10171.1100.1MVIMIMI
Toe in
Approximately
tO truss len h
Less than or equal to 60'
Spreader Bar
Toe In Toe In
tzip---11 k 1\14 ). -741$ 1,1*- •
Approximately
1/2 tO %truss len h
Lesethan or equal 10 60'
Tag
Une
Ufting devices should be connected to
the truss top chord with a closed-loop
attachment utilizing materials such as
slings, chains, cables, nylon strapping,
etc. of sufficient strength to carry the
weight of the truss. Each truss should be
set in proper position per the building
designer's framing plan and held with
the lifting device until the ends of the
truss are securely fastened and tempo-
rary bracing Is Installed.
Tag
Une
Approximately 4
3,3to Y4 truss length
Stront;bacici
SpreaderBar
At or above
mid-height
Tag
Une
Greater than 60'
ApproXtmately
V3b7),Vi.b1./OB Iength •
Greater than •
*
Or rtd Wade. /
odic& ZTop Chord GBV
—.11:r4qh 'TONI:4100 ill
...
Typical vertical
attachment
End Wan 9
Plan
Blocking
Ground brace
diagonals PP
Ground Brace
Verticals (GBv)
of I
ow of ins*
c� (EB)
-40•
1— floor
CAUTIQN
/
Backup
ground
stake
Driven
ground etekes
Typical horizontal tie member
multiple stakes (FIT)
requIed for all Insfallationo,
Fr 2
Frame
1 �3ji�iI
ii
HtIP44h
iu Ili
lit
'i t�
itllitf: t�
1
II'
II
ip iil.(:{t�t�Eil:":;'
:1 ^iilt€:�tI
a
I
ii ,ii
,
,
I `
t
II
1
vs In i
1 i �iitp. Y
'. €��JI INJ 11
fx"
ii'�
�ry�p"���,MMii
``'t
d
t€
H}!'�I
€�1� •
Irol
r l�Nt �t[
mr�Y�O!t „W u :7Ji -
[(�€r 3�t �'i3i'1[F€�I'll
.UME i,,1 h'NII''ril1 i
' i ti ' j( €ti' lI4n
i It €,€
I t7
�i' €it
i I (y�, ",
I��tt ;ti.
p tiiii 1.
l■Ii
F 1 u �1
lid` 1 Ir
ii�e�
31...
• B �y i pi ;
1'
0, ® ,
ti;,l yPy /y,�,
E?i. rtM
�SPF /FIF..i
Up to 32'
4/12
8'
20
15
Over 32' - 48'
4/12
6'
10
7
Over 48' - 60'
4/12
5'
6
4
Over 60'
See a registered professional engineer
OF Douglas FIr- Larch'
HF - Hem -Fir
All lateral braces
lapped at least 2
trusses.
SIP - Southern Pine
SPF - Spruce -Pine -Fir
Continuous Top Chord
Lateral Brace
Required
Top chords that are laterally braced can buckle
togetherand cause collapse if there fanodiago-
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purlins
are attached to the topside of the top chord.
45°
TCHED TRUSS
WARNING: Failure tofollowtla e recommendations could result in
severe personal Injury or da e to trusses or buildings.
4PYDFsi
Up to 28'
2.5
7'
Over 28' - 42'
3.0
6'
Over 42' - 60'
3.0
17
5'
Over 60'
9
5
iiSP:F /F9Ei € +r>
12
6
3
See a registered professional engineer
DP. Douglas Fir-Larch SP - Southern Pine
HF Hent,Fir SPF - Spruce-Pine-Fir
Continuous Top Chord
Lateral Brace — --
Required
1
10° or Greater
Attachment
Required
All lateral braces
lappedat least 2
trusses.
Top chords that are laterally braced can buckle
togetherand cause collapse inhere isno diago-
nal bracing. Diagonal bracing should be naffed
to the underside of the top chord when purlins
are attached to the topside of the top chord.
— .I$SORS::Trl..-
9
!Iji,, III
•
. .iiiig
. lii
intnalie iiqUilkierf
, , . . . ,
0
, — ...:.; „• „
1r
0—'
F',
•.li iiiiii,
..,„rg
ilsppliii,
:e:T/11FM,
Up to 32'
4/12
15'
20
15
Over 32' - 48'
4/12
15'
10
7
Over 48' - 60'
4/12
15'
6
4
Over 60'
See a registered professional engineer
lj
DF - Douglas Fir-Larch SP - Southern Pine
HP - Hem-Fir SPF - Spruce-Pine-Fir
All lateral braces
lapped at least 2
trusses.
--
Bottom chord diagorial bracing repeated
at each end of the 1)uliding and at same
spacing as top chord diagonal bracing.
Crass bracing repeated
at each end of the
building and at 20'
intervals.
i Permanent
COritilliJOUS - lateral bracing
%.
as sPealtied by the
truss engineering.
-./..
\
1194. vb.
04.
'lc:
DF - Douglas Fir -Larch SP - Southern Pine
HF =. Hem -Fir SPF Spruce -Pine -Fir
Top chords that are laterally braced can buckle
togetherandcausecollepseitthere Iona diago-
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purlins
are attached to the topside of the top chord.
Continuous
Top Chord
Lateral Brace
Required
10" or Greater
Attachment
Required
greater or
greater
The end
diagonal brace
for cantilevered .
trusses must be
placed on vertical
webs in line with
the support.
All lateral
braces lapped
al least ftvo
trusses.
:End diagonals are ntia: for
stability and must lie dupiicated on
both ends, of the truss system.
Il a: Failureto foliowt a recommendations could result in
ersonal injury or r triage to trusses or buildings.
ISS OP CHORD
Top chords Dud are laterally braced can buckle
togetherand cause collapse others isno diago-
nal bracing. Diagonal bracing should bo nailed
to the underside of the top chord when praline
are attached to the topside of the top chord.
Continuous
Top Chord
Lateral Brace
Required
10' or Greater
Attachment
Required
31/20.
lateral
•,iNO
End diagonals are' nt'
stability and must be dup ca'et]
both ends . of the truss system.
Trusses must have lum-
ber oriented in the hori-
zontal direction to use
this brace spacing.,
��.
,:............:N.
�
1r
S
m li 33!!j
,�. a <:�aj (i•
Pa
'i it .�.
to
LN€ i.,.....t.,...
it
�k, ?i
4. !:
ETas
�.�.,...,:!.::. 1
:. .giilir.;::
:,f..,:, ulll' €.n, ..,f.
,.(.:.a.,.l.:,..a..,.!,a,.,...
l
!,€:,ir:
i1„
��
a. TO {.iFltFti
! ! UI III 5!II?„!tI
14 � {Li31P''
,�Ib .:.. ...,ir . -,::..
€i 1,€.P :! f!€ a: r":: raY.! iws .:,3r::::£!ar:!;€G;!a..::::::.
, r :IlI1,1.,:..>n:».rul.:...rrl..: r::,..s:,:.::..r:".
I:.:.,.......,.. {,....,.
't
!IDj�l'�
i �
ai r
C'
it l�IpliNl�
7IrNt$s�ll9;..
f.;y�..
Qk:.,1,.
Up to 32'
30"
8'
16
10
Over 32' - 48'
42"
6'
6
4
Over 48' - 60'
48"
5'
4
2
- Over 60'
See a registered professional engineer
DF - Douglas Fir -Larch SP - Southern Pine
HF =. Hem -Fir SPF Spruce -Pine -Fir
Top chords that are laterally braced can buckle
togetherandcausecollepseitthere Iona diago-
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purlins
are attached to the topside of the top chord.
Continuous
Top Chord
Lateral Brace
Required
10" or Greater
Attachment
Required
greater or
greater
The end
diagonal brace
for cantilevered .
trusses must be
placed on vertical
webs in line with
the support.
All lateral
braces lapped
al least ftvo
trusses.
:End diagonals are ntia: for
stability and must lie dupiicated on
both ends, of the truss system.
Il a: Failureto foliowt a recommendations could result in
ersonal injury or r triage to trusses or buildings.
ISS OP CHORD
Top chords Dud are laterally braced can buckle
togetherand cause collapse others isno diago-
nal bracing. Diagonal bracing should bo nailed
to the underside of the top chord when praline
are attached to the topside of the top chord.
Continuous
Top Chord
Lateral Brace
Required
10' or Greater
Attachment
Required
31/20.
lateral
•,iNO
End diagonals are' nt'
stability and must be dup ca'et]
both ends . of the truss system.
Trusses must have lum-
ber oriented in the hori-
zontal direction to use
this brace spacing.,
SPAN *
PITCH . ,, k
TOP d-KM
.... ..,,.... ,•:4,:.
nligiii...1 illiiii
,.'..i,:satilliiii",. -
!SINDFfiti$ IISPF/HF
17 12
Up to 24'
3/12
8'
Over 24' - 42'
3/12
7'
10 6
Over 42' - 54'
3/12
6'
6 4
Over 54'
See a registered professional engineer
DF - Douglas Fir-Larch
HF - Hem-Fir
SP - Southern Pine
SPF - Spruce-Plne-Fir
Diagonal brace
also required on
end verticals.
Top chords that are laterally braced can buckle
togetherand cause collapse tither° lona diago-
nal bracing. Diagonal bracing should be nailed
to the underside of the top Chord when purlins
are attached to the topside of the top chord.
12
x
--13 or
greater
M late,rai braces
lapped at least 2
trusses.
Continuous Top Chord
Lateral Brace
Required
10° or Greatel r dito
Attachment
Required
Y#NATA'5WWW*-44:tmw.,,,
.r5-040;-M,Ar420-4M4
Ixolory400024at-i•,
PLUMB
Length
L(In)
12"
24"
36"
48"
60"
72'
84"
96"
108"
1/4"
1/2"
3/4"
1"
1-1/4"
1-1/2'
1-3/4"
2"
2"
1'
2'
3'
4'
5'
6'
7'
8'
9'
t 200 o of
1,4
Lesser r
L(In)
L(In)
Lesser of
0/50 or 2"
-±1/4'L-1-1
Maximum
Misplacement
Plumb
Line
OUT-OF-PLUMB INSTALLATION TOLERANCES.
WARNING: Do not cut trusses.
Frame 6
,
...
ir 'IT:
50"
1/4"
4.2'
100"
1/2"
8.3'
150"
3/4"
12.5'
::: ::::::: ::
.......... . . . ............ . .
Lesser of
1./200 er 2'1
OUT-OF-PLANE INSTALLATION TOLERANCES.
DANGER:
cofatinuentbracectUnaciciser etnoarlyttesc statictt; sh
ctiCtfort Ciftfirrt
= trU0Ses riPtiOrtta
200"
1"
16.7'
250"
1-1/4"
20.8'
300"
1-1/2"
25.0'
OUT-OF-PLANE INSTALLATION TOLERANCES.
DANGER:
cofatinuentbracectUnaciciser etnoarlyttesc statictt; sh
ctiCtfort Ciftfirrt
= trU0Ses riPtiOrtta
MIAMIDADE
BUILDING CODE COMPL1ANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
.1VIIAMI DADECOUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAMER STREET SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375-2908
Sirnnpson Strong Tie Co., Inc.
1720 Couch Drive.
1V1cKinney, Texas 75069
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (In Miami Dade County) and/or the AHJ (m 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 AHU may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right
to revoke This acceptance, if it is determined by Miami -Dade county Product Control Division 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 High velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Wood Connectors LUS, BUS, HHUS, HGUS, BGUQ, SUL/R, HSULIR, THASL/R & THA.
APPROVAL, DOCUMENT: Drawing No. DC2301, sheets 1 through 5 of 5, titled "Truss Hangers, LUS & HUS
. Hangers, HHUS, HGUS & HGUQ Hangers, SUM, HSURJL & THASI2/L Hangers & THA Hangers" dated June,
2002 with no revisions, prepared by Simpson Strong Tie Co., Inc. signed and sealed by 1. M. Gilstrap, PE, bearing
the Miami -Dade County Product Control, Renewal stamp with the Notice of Acceptance (NOA) number and
expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Frb unit shall bear a permanent 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.
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 of NOA.
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 NOAP 00- 0512.06 and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Candido F. Font PE.
NOA No: 02- 0719.02
Expiration Date: June 20, 2008
Approval Date: April 17, 2003
Page 1
Simpson Strong Tie Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMrrrLD
(For File ONLY. Not part of NOA)
A
1.
DRAWINGS •
Drawings prepared by Simpson Strong Tie Co., Inc., titled "Truss Hangers, LUS & HUS Hangers HHUS,
HGUS & HGUQ Hangers, SUR/L, HSUR/L & THASR/L Hangers and THA Hangers", Drawing NO.
DC2301, sheets' through 5 of 5, dated June, 2002 with no revisions, signed and sealed by J. M. Gilstrap,
PE.
B TEST
Test reports on wood co
R. Patel, PE.
Report No.
01 CTL 1600 G
02 CTL 0182H & 01039
03 CTL 0095 H
04 CTL 1519G & 01038
05 Cll. 1477G &16000
06 CTL 0136/ & 0182H
07 CTL 1477H & 15540
08 CTL 1519G & 1477H
09 Cl l. 013611
10 CTL 1600G
11 CTL 15540
12 CTL 0269H & 1554G -1
13 CTL 14450 & 1554G
14 CTL 1600G & 1445G
nnectors per ASTM D1761 by Certified Testing Laboratories, signed and sealed by
Wood Connector
HGUS 28 -3
HGUS 28 -2
IIGUS 26-2
HGUS 26-3
SUL/R. 26
HSUL 26-2
HHUS 28-2
HHUS 46
THASL 218-2
THASL 218
HGUQ 26-2
HGUQ 26-3
HGUQ 28-2
HGUQ 28 -3
Direction
Down & Up
Down & Up
Down & Up
Down & Up
Down &Up
Downward
Down & Up
Down &Up•
Downward
Downward
Down & Up
Down &Up
Down & Up
Down & Up
C CALCULATIONS
Report of Design Capacities prepared by Simpson Strong-Tie Co., Inc.
Product Model No. of Pages Date Signature
HGUS Series • 1 through 6 04/11/02 J. M. Gilstrap, PE
SUR/L Series 1 through 5 07/11/02 1. M. Gilstrap, PE.
IBSUL 26-3 1 through 5 07/11/02 J. M. Gilstrap, PE
4 HHUS 28-2 1 through 5 07/11/02 J. M. Gilstrap, PE
S HHUS 46 1 through 5 07/11/02 J. M. Gilstrap, PE.
6 THASL Series 1 through 6 06/20/02 J. M. Gilstrap, PE
7 HGUQ Series 1 through 6 06/18/02 J. M. Gilstrap, PE
1.
2
13
Date
01/10/02
01/30/02 & 02/18/02
01/30102
12/18/02 & 01/30/02
12/06/01& 01/29/02
02/07/02 & 12/03/01
12/03/01 & 01/02/02
12/17/01 & 12/03/01
02/08/02
02/28/02
01/02/02
01/30/02 & 03/15/02
01/02/02 &.11/28/01
11/28/01 & 01/22/02
D STATEMENTS
1. Code compliance letter issued by Simpson Strong -Tie Company, Inc. on 03/25/03 signed and sealed by J.
M. Gilstrap, PE.
2. No financial interest letter issued by Simpson! Strong Tie Company, Inc. on 09/06/02 and signed by J. M.
Gilstrap, PE.
3. No change letter issued by Simpson Strong Tie - Company, Inc. on 01/15/03 and signed by J. M. Gilstrap.
Candido P. Font PE.
Sr. Product Control Examiner
NOA No 02- 0719.02
Expiration Date: June 20, 2008
Approval Date: April 17, 2003
E -1
ESTMPSON
StrongTie
S ll.J RI L, !t BLS lU R L,
8 =2"
HEADER
4
O
0
0
0
196"
HEADER
JOIST
SUL /R & HSUL /R
INSTALLA TIQN
l•
THASIR/L Hangers
244161
1/4"
4t5/,6"
B =2746"
MIN. (4)10d
NAILS INTO
TOP OF HEADER
THASL /R INSTALLA TION
(A" for
THASL2I8 -2)
HEADER
PLAN VIEW OF
SKEWED . HANGERS
MODEL N0.
GAUGE
FASTENERS
ALLOWABLE LOADS
HEADER
JOIST
UPUFT 133.
FLOOR (100)
. SUL/R26
16
6 -16d
6 —IOdX1 1/2
6 ,:
HSUL /R26 -21.4
14
12 -16d
4 -16dX2 1/2
585
1315
7}IASL /R2181
18
18 -10d'
4 -10dXI 1/2
—
1250
THASL/R218 -22
18
.18 -10d'
4 —IOdXI 1/2
—
810
1. A minimum of
2. Joist may be
3. Allowable load
4. Allowable load
5. Joists shot) be
(4)1Od Nails must be nailed into the top of
square cut or bevel cut
is based on o minimum of 2" thick header
is bused on minimum of 2" thick joist
made of lumber with o SGa0.55 or better
the header
SIMPSON STRONG -11E. INCA
1720 COUCH OR.
MCKINNEY, TX 75069
TEL:(800)999 -5099
Dwg #: DC2301
Dote: 6/02
Scale: NTS
Dwg by DSB
Chk b$ JMG
Sheet 4. or 5.
PRODUCT MATERIAL JOIST
CODE THICKNESS WIDTH
H
OR LE1ADS
NORMAL UPLIFT
Ipo7
JHA29
JHA213
PNA218
JHA2-213
OHA2-218,
1-1A413
A418
LIFIA4.24
(1) GIRDER/HEADER N.A.
18 GA
1 1/2 5/8
6
46):
.114
892
18 GA
1 1/2
5/8
13
4
16 GA
I 1/2 1,, 5/8
.1,7 1/4
1601
1.8 GA
3 1/8-
16 GA
18 GA
3
3 /8
3 5/8
1/2
5
16 1/25 3.1.1
6,
(18) .16d
10d
alas
67 1 ot 3105 •
<84)16d
16 GA
. 3 1 .2 3
12. 1/4
16 104
a/16
(18) 16d
<24> 16d,
(6)
10
6 10d
(6) 1.0d
16 GA
a 112
GENERAL. NOTES
1) snit. SHALL CONFORM TO ASTpi As$3
STRIVAIRAL GRADE 33, AND A 141INSUM
GALVINVED onattio 053
a) FASTENERS APL COMON vi NAILS MU=
3) 13ThERVIgEARLE klirrbILIIADS ARE Val) EN THE NATIONAL
DESIGN SPECIFICATIONS FOR V000 CONSTRUCTION
Ivo retrioN ratz SOUTHERN YELLOW PINE
tca. O55 OR SEFTER AND NOISTME CONTENT Cr
ITC MAX= ALL TESTS PERFORMED IN
ACCORDP WITH RUH IIP61
4) ALLOWAOLE UPLIFT LOOS HAVE VEIN TNCREASED ,sy A
DURATION.FACTODDF 33X nig WINDLOAD CONDMOS.
NO normal INMEAk trALLOVRIL
6> 100:: pom.
3 14'4. •-
LS SHALL ,:HAVE: ,,A MINIMUM PE
5/8
LOAD SHARE
FASTENING SYSTEM
1816
1148
.114•?.
1148
ATION Or
rEis
JHA :SERIES.
(TRUSS/JOIST HANGERS)
1,1/26/02 .N,LIBR 40TZ
PROFESSIONAL. gNGINEER:i MTRU11.1.1M0
'FORMA REG... Na 549
1 DV 2
DPAVING MAI
•1102
MDADE
PRODUCT MATERIAL JOIST
CODE THICKNESS 'WIDTH
CAUL
MENSI
FASTENE° S
UPLIFT
TUH 26
GA
1 v/'2
1
9/16
a;
(16)`;
6d
3048
TUH 28
16 GA
1/2
1
9/16
TUH 6 -2
16 GA
TUH 8 -2
16 GA.
GIRDER /HEADER NAILS
ER AL. NOTE
7
_5
1/8
16d
610) 16c1
4
SHALL, HAVE
STEEL, SHALL CONFORM TO ASTM A653
STRUCTURAL GRADE 33, AND A MINIMUM
GALVINIZED COATING OF G60.
FASTENERS ARE COWAN WIRE NAILS UNLESS
OTHERWISE NOTED,
€.LLQWABLE LOADS ARE :BASED ON THE NATIONAL
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION
1997 EDITION FOR SOUTHERN YELL PINE
055 OR BETTER AND MOISTURE CONTENT OF
19X.. : LESS ALL TESTS PERFORMED IN
ACCORDANCE WITH ASTM D1761.
ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED
BY A DURATION FACTOR OF 33Z FOR WINDLC D
601
(8) 16d
(10) 1
3650
IN IUM PENETRATIi1N. OF 2
...ANT ..: N
L TRUSS HANGER)
T W..LUTZ
SSIGNAL ENGINEER :(STRUCTURA
DA REG. NO. S5409 .
A
iin2
MDADE
SPECIAL HANGER SEH1 -R-SKEW 45
.1‘
HANGER CALCULATIONS
ASSUMING: 2(2X4) MIN. VERTICAL SUPPORTNG GIRDER TRUSS AND LAM.3/16" A-36 STEEL
5/8" DIAM. BOLTS FOR SOUTHERN YELLOW PINE LUMBER.
USE WOOD TO WOOD
USING SINGLE SHEAR VALUES PER N.D.S- 97(TABLE 8.2B)
USING DOUBLE SHEAR VALUES PER N.D.S (TABLE 8.3B)
USING DURATION FACTOR LOADS ADJUSTMENTS 100% FLOOR - 125% ROOF NON SNOW - 133% WIND
CHECKING EDGE DISTANCE > 4D = 2 -1/2" o.k THEN USE FULL DESIGN - PERPENDICULAR TO GRAIN
T = (580X4) X 1.25 = 2900 Ibs ( ROOF LOAD)- SINGLE SHEAR 5/8" BOLTS.
Z = (610X 4) X 1.33 = 3278 Ibs - ( WIND LOAD) - DOUBLE SHEAR 5/8" BOLTS.
Z = (580X4) X 1.00 = 2320 Ibs ( FLOOR LOAD)- SINGLE SHEAR 5/8" BOLTS.
,0 ©eePv,R�C1�1 ca
GoostOng k, °cida 005 661-6191
1
* ALL PARTS TO BE STRUCTURAL STEEL A-36
* ALL STRUCTURAL STEEL RECEIVE ONE SHOP COAT OF APPROVE PAINT.
* ALL WELDING TO BE DONE BY CERTIFIED WELDERS.
* SHALL BE IN ACCORDANCE WITH A.W.S
* USE WELDING ELECTRODE SERIES E70XX
HANGER CAPACITIES
ROOF =
W1ND=
FLOOR=
2900 LBS
3278 LBS
2320 LBS
S'FLJC'FLJ LJ.IS.IA
Czi7 C�©EIDL7734C- C corms,
(3OS) ?40 -95ao
'NYE CAN SUPPLY ALL KIND OF STEEL CONNECTORS"
MAXIMUM OVERHANGS,
PREPARED BY KM. OFFICE
OVERHANG WITHOUT RETURN
314
12
tX• OPTIONAL
t- RETURN
LEDGER BOLTED TO
THE TIE BEAM (BY BLDR) (MA`( DE
OM 1TTE 0 FOR. OA. k 24 ")
OVERHANG WITH RETURN
•
. GRADE OF
LUMBER
10 PSF SOFFIT
2 PSF
SOFFIT
2X4
2X6
2X4 _ .
:2X6 . . ...
No.2ND 19 SP
2-8 -3
3 -10-11
2- 8 -3
4 -2 -9
No.2 19 SP
2 -9 -15
4 -0-11
2 -10-0
4-4 -11
No.20 19 SP
3 -0 -2
4 -4 -7
3 -Q-0
4 -8 -12 •
No.1ND 19 SP
3 -0 -2
4-5 -5
3-0-0
4,`•,8 1.:
No.1 19 SP
3 -1 -11
4 -7 -15
• 3-0-0
�#-4: J� `;
No.1D 19 SP
3 -3-0
4 -9 -10
3 -1 -8
'A. -1Q, '
NDSS 19 SP
3 -2 -4
5-O.0
3.0-0
49;.
SS 19 SP
3-3-0
5 -1 -5
8-i- g.
4.10 f5"
DSS 19 SP
3-31
5 -2 -a
31.2 -15 .
4.41 ;15 -
•
(ASCE7f93 $ lLOMPH WIND (5`, CAT C,'I ? ?TOPS• MAD L.).33/.1
MINIMUM GRADE OF LUMBER VE!'L< 1.1240 o
T.C.
BC.
Webs
2X4 NoQND 19 SP TPI -95 Crit.
2X4 No :2ND 19 SP
2X4 No3 19 SP SFbC-95
LOADING (PSF
L 0
TOP 30 15
BOTTOM 0 J0
SPACING: 24 Inci O.C.
STR. INCR.: 33
DRAWN BY : U.A.
CHECKED BY : JAI
REP. STRESS: YES
MiTek Industries Inc.
Approved for & tries Inc.
APR 61996'
REV. 4 ( 30/916 Jas t 51°T6C)
REV io/23/98 IAl �A5[�7 %'�,TPAe5�
7'0" CORNER SET
PREPARED Br MUM% OFFICE
TOP CHORD CONNECTION:
7'0" JACKS - 4,10 -0 NAILS
5'0' JACKS - 4,8 -0 NAILS 2
3'0' & 1'0' JACKS - 2,8-D NAILS --�
12
MIN. P - 2.5
MAX. P - 6.5
3X4
2x6 STD. HEEL
NT..YJJC- —•
]
3
3'E' MAX.
BOTTOM CHORD CONNECTION:
2,8 -0 NAILS
3X4
COMMON JACKS
REACTION - SIZE
1- -age 35
3 � 1.5
16.97
Pr-
aft meat.
CORNER JACK —�
7'0' SETBACK
COMMON JACK
(TYP)—
/
'0' JACKS
u
PARTIAL ROOF LAYOUT
,.- DOUBLE BEVEL CUT
AT THE END OF TOP
AND BOTTOM CHORDS.
3
2X3
OVERHANG
VARIES _ ,
4 -11 -6
4 -11 -6
9 -10 -12
4,16 -0 NAILS
CORNER JACK
NOTE, THIS DESIGN HAS BEEN DECKED FOR 100 KPH WIND LOAD, WALL NT 10 FT MAX.
PROVIDE FOR uPLIFT AT BEARING WALL CONNECTIONS 950 LDS AT COKMON JACKS R OO LOS AT CORNER JACK.
MINIMUM GRADE OF LUMBER
T.C. 2X4 No.2 19 SP
B.C. 2X4 Not 19 SP
Webs 2X4 No.3 19 SP
TPI -95 Crit:
SSBC-95
LOADING L (PSF D
TOP 30 15
BOTTOM 0 10
SPACING : 24. O.C.
STR. INCR.: 33 X
DRAWN BY : TAN
CHECKED BY , JAI
REP. STRESS: NO
CI I
3
M1Tek Industries Inc.
Approved fo
S- VAL -A.DWG
STANDARD RO F• VALLEY DETAIL
PREPARED BY WAW OFFlCE.
SUPPDRTIN'
TRUSSES
VALLEY TRUSSES
PARTIAL ROOF LAYOUT
Supporting Truss
•
2x3 (typ)
Strop 0 48"
o.c. see note (c)
below 3
VALLEY AREA
12
pitch
4 to 7
See note
4x4
5x6 spl. (typ) •
3x6 spl. (typ)
Supporting trusses at 2' -0" o.c. max
NOTES:
(a) Provide •continuous bracing on verticals
over 6' -3 ". Connect bracing to verticals
w /2 -8d nails and bracing must be tied
to a fixed point at each end.
(b) Max. spacing for vertical studs= 8' -0"
On trusses with spans over 24' -0" the
vertical should be spaced. at 6' —O" o.c. max.
(c) Conn. for wind uplift w/ min. 1 1/4 ",
16 ga. twist strap at 4' -0" intervals
w /4, 10d nails each side of strap.
Max 100 mph wind. speed, 15' —O" max'
wall height.
Valley trusses at 2' -0" o.c. max.
6" wedge nailed to truss w /2 -8d toe nails
or bevel cut bottom chord of valley truss.
Note: Plywood sheathing may
be extended below valley
trusses. Provide opening for
straps to connect to trusses
below.
MINIMUM GRADE OF LUMBER
T.C. 2x4 No. 2ND 19 SP
B.C. 2X4 No. 2ND 19 SP
Webs 2X4 No. 3 19 SP
TPI -92 Crit.
SSBC -91
Revised:
7/7/94
LOADING L (PS9
TOP 30 t5
BOTTOM 0 10
SPACING:24 In O.C.
STR. INCR.: 33%
DRAWN BY: P.G.
CHECKED BY: J.A.I.
REP. 'STRESS:YES
MiTek Industries Inc.
Approved for MiTek Industries Inc.
5- uT -6ArwG
STANDARD' LATERAL WEB BRACING
PREPARED BY MIAMI OITKI.
TRUSSES
24" O.C. TYP.
/--- 1x4 or 2x3 LATERAL BRACE
PER TRUSS DESIGN WITH 2 -10d
NAILS PER WEB FOR FORCES
UP TO 4600 lbs. FORCES IN
EXCESS OF 4600 lbs. REQUIRES
2x6 #3 OR BETTER.
END OF BRACING MEM.
SHALL BE. CONNECTED TO A FIXED
RIGID POINT OR X— BRACED AS NOTED
ON THIS DETAIL
NOTE:
PROVIDE X— BRACING AT 20' -0"
INTERVALS FOR WEB FORCES UP
TO 2509 lbs. AND AT 10' -0" FOR
FORCE GREATER THAN 2509 lbs.
LATERAL BRACING DETAIL
ALT. LATERAL BRACING DETAIL
TRUSSES ® 24"
0.C. TYP.
T -BRACE SAME GRADE AS WEB
Nailing Pattern
T Brace Size
Nail Size
Nail Spacing
1x4
10d
8" o.c.
2x4
16d
8" o.c.
_
Note: Nail along entire length of T Brace
. (Each Ply)
NOTE:
BRACE MUST BE •90% THE LENGTH
OF THE WEB.
THIS DETAIL IS TO BE USED AS AN
ALTERNATE FOR CONTINUOUS LATERAL
BRACING.
MINIMUM GRADE OF LUMBER
T.C. REFER TO SEPERATE
B.C. ENGINEERING DWG.
Webs
LOADING L (PSFD)
TOP
BOTTOM
\SPACING:24 In O.C.
TPI -9.5 Crit.
Revised:
2/6/97
c� C=I
00
,0c
STR. INCR.:
DRAWN BY: G.LH.
CHECKED BY: J.A.M.
REP. STRESS:YES
3
MiTek Industries Inc.
., •N
• IFIC,�.IL.
ce
.. 0,14::‘44„
ultPiVb Ine.•":
T -Brace Size
# Of Truss P s
1 2
Rows of Bracin
Web Size
1
2
1
2
2x4
1x4
2x4
2x4
2x4
2x6
1x6
2x6
2x6
2x6
2x8
2x8
2x8
2x8
2x8
MINIMUM GRADE OF LUMBER
T.C. REFER TO SEPERATE
B.C. ENGINEERING DWG.
Webs
LOADING L (PSFD)
TOP
BOTTOM
\SPACING:24 In O.C.
TPI -9.5 Crit.
Revised:
2/6/97
c� C=I
00
,0c
STR. INCR.:
DRAWN BY: G.LH.
CHECKED BY: J.A.M.
REP. STRESS:YES
3
MiTek Industries Inc.
., •N
• IFIC,�.IL.
ce
.. 0,14::‘44„
ultPiVb Ine.•":
BEST
=zxus
COMPANY. INC.
STRONGBACK DETAIL( N.T.S)
2X4 FLOOR TRUSS SYSTEM INSTALLATION
2X6 or 2X8
Strongback
A/C Chase
HURRICANE CLIP
AT EACH TRUSS
2X6 or 2X8
Strongback
NOTE: Connect Strongback to vertical
web with care as not dislodge truss
connector plate using 2 -16d gun nails or
hurricane clips w /8-4d nails or drywall screws
Aprox. L/3
Aprox. L/3
Aprox. L/3
L
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATI
FBC 2001
Permit Type (circle):
Permit No. oPa('I' 1`11
Master Permit No13,6/ oft?
ctrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple T�h lder) % �7i Phone # /! 4%j -°'6
Owner's Address /7®e%
City / ' „ /,t�' State Zip � ®
Tenant/Lessee Name Phone #
Job Address (where the work is being done)
City Miami Shores Village
Is Building Historically Designated YES NO
Contractor's Company Name N Phone #
Contractor's Address
/54.41,5v,‘ gull°
County Miami -Dade Zip
City State
Zip
Qualifier
State Certificate or Registration No
Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit
4'42
Type of Work: Addition ❑Alteration
Describe Work:
Square Footage Of Work:
/60 t_c--
New ❑ Repair/Replace� ❑ Demolition
** * ** * * * * * * ***** * * ******* ** Fees * ** ** ** ** * *** * *** * * * * ***** * ***
Submittal Fee $ Permit Fee $ /75._
Notary $ Training/Education Fee $ e2 (4 Q
Scanning $
CCF $ l ! o p CO /CC
4
Technology Fee $ 39
Radon $ Zoniug Bond $ "'
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $
8
(Continued on opposite side)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender'&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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDTITONERS, 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 no e approved and a reinspection fee will be charged.
Sign
Owner or Agent
Signature
Contractor
The foregoing instrument was acknowledged before me this q • The foregoing instrument was acknowledged before me this
day of , 20 _, by
who is personall ... o ' to me or who has produced who is personally known to me or who has produced
day of O� 200q, by I C/ 5-Cli /'cj€
NOTARY ;/ :
Sign: / , --∎
Print: �►�
As identification and who did take an oath as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires: My Commission Expires:
APPLICATION APPROVED BY:
Chc 05/13/03
/00/07
Plans Examiner
Engineer
Zoning
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204 Permit Number: BP2004 -1475
Printed: 11/18/2004
Applicant: VICTOR SCHEIDE
Owner: SCHEIDE VICTOR
JOB ADDRESS: 10255 BISCAYNE BLVD.
Building Permit
Contractor
Local Phone:
Parcel # 1132050190070
Contractor's Address:
Legal Description:
Page 1 of 1
Fees:
FEE2004 -11533
FEE2004 -11534
FEE2004 -11535
FEE2004 -11536
FEE2004 -11537
FEE2004 -11538
Description
Building Fee
CCF
Notary Fee
Training and Education Fee
Technology Fee
Scanning Fee
Total Fees:
Amount
$175.00
$1.20
$5.00
$0.40
$4.38
$9.00
$194.98
Total Fees: $194.98
Total Receipts: $0.00
( 752
NOV 18 PAID
Permit Status: APPROVED Permit Expiration: 5/9/2005 Construction Value: $1,500.00
Work: WOOD FENCE MASTER PERMIT BP2003 -1148
Signed: (INSPECTOR)
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
VILLAGE OF MIAMI SHORES
BUILDING DEPARTMENT
OWNER BUILDER DISCLOSURE .STATEMENT
(46/Z7,,, being the legal property owner, for the property
Located at: /7T 4/: ,4 LJ,O.
Legally described as
Do hereby petition the Village of Miami. Shores to act as my own contractor t to the laws of the
State of Florida, F.S. 489.103(7),s'}nd I have read and understand the folio ' g disclosure
Statement, which entitles me to' 3gark as my own contractor, 1 further derstand that I as the owner
must appear in person to complete all applications.
DISCLOSURE STATEMENT'
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor
even though you do not have a license. You must supervise the construction yourself. You may build or
improve a one - family or two-family residence or a farm out-building. You may also build or improve a
commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
"construction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure
that people employed by you have licenses required by state law and by county or municipal licensing
ordinances. Any person working on your building who is not licensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction must comply
with all applicable laws, ordinances, building codes and zoning regulations.
Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument
Was acknowledged before me this —f day of IUdy, 20 a
By
Produced
who is personally known to me or who has
044/) as identifi
Owner
d who did take an oath.'
Owner's Side
51-O" MAX
WOOD FENCES
Wood Posts
2915 Fences
4' -0" High or Less = 6' -0" O.C.
5' -0' High or Less = 5' -0° O.C.
2915.1 Wood fences,, so located on a property
that by zoning regulations they cannot be used
as a wall of a building, shall, be constructed to
meet the following minirnum specifications.
(a) Fences not exceeding 5 feet in
height shall be constructed to meet
the following minimum
requirements: from nominal 4 inch
by 4 inch by 8 feet -0 inch long
posts spaced 5 fee. -0 inches on
centers, having a fiber stress of
_ 1200 p.s.i. in bending, and shall be
embedded 2 feet -0 inches into a
concrete footing 1 foot -0 inches in
diameter and 3 feet -0 inches deep.
Other components shall be
designed to comply with the
provisiops of this Chapter and
Chapter 23.
(b) Fences not exceeding 5 feet and 4
feet in height respectively shall be
constructed as provided in
paragraph 2915.1 (a) herein,
except that the spacing of posts
may be increased to 5 feet -0
inches and 6 feet -0 inches on
centers for these. heights.
48.5
Eae -ovL/ E
h
to vll
0
k
z.aa
#loz
o. 4
LOT DETAILS:
SCALE: 1' = 15'
iviiaiiii CS V ithuge
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder)
Owner's Address f O 5-S7 4t1
City frit'Aeff SAIKstate
rrzErf"
tilt2 0 7 2eC 414
--- -
Electrical Plum
Permit No. el
Master Permit No. PO 5 1 1q1(
P6C
SC-He I Sr 5
Y7 (cc 11 irrie u
Zip
Mechanical
114
hone #
Roofing
Tenant/Lessee Name Phone #
Job Address (where the work is being done) SW 4-S. 1 .6zo
city Miami Shores Village County Miami-Dade
Is Building Historically Designated YES 17- NO
Zip
Contractor's Company Name tt,d) C, yo-,34phone, exre
Contractor's Address ct d'Ve 0 0 5- 're ic
City /17 /Wit', 4,4,c state L Zip 9 (7
Qualifier
State Certificate or Registration No. 9 f( t Certificate of Competency No. 2-3 3
/ 111.1,„: .
Architect/Engineer's Name (if applicable) eD /10 4 ,.....(vj/C-f-5 Phone if g-A 3 - 3 1 31-
S Value of Work For this Permit
Type of Work: [Yaddition
Describe Work:
ser
seAute A e-gs
Square Footage Of Work:
DAlteration ['New El Repair/Replace 1:1 Demolition
(C ? • it'a-ic -1-74 -t Heave-or1 ?4 --ro
-0)4)1 /c2 ti t- .PbeAve-- 1-'4 04 Coe 1Cr4 p
Submittal Fee
Notary $
50 CO Permit Fee $ i 6
Training/Education Fee $
Scanning 5 Radon $
Code Enforcement $ Structural Nan Review. 5
CCF $ CO/CC
Technology Fee 5
Zoning. Bond 5
Total Fee Now Due S
(Contion,...lt nn opoosii,.. side'
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Zip
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDF'1'lONERS, 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 Signature
Owner or Agent
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of , 20 _, by day of
who is personally known to me or who has produced who is personally known c me or who has produced 1 e
As identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print:
My Commission Expires: My Co fission Expires:
Contractor
tification and who did take an oath.
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
Cho 05/13/03
mission 4DD231984
Ronda hruk DO7
antic Bonding Co., Inc.
*********************** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * **
'O Plans Examiner
Engineer
Zoning
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Dat � L i{ Q
Type Insp'n P I U �' N 3 \
Permit No.
A
Name
Address ® � �
Company J //���� J—k Y
Phone #
Inspection Date
Approved
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305 - 795 -2204
Building Inspection Request db
Dat
Type Insp'n
Permit No.
C6 114—
brOLH
Name QJ•
[ ciLss 61Q -
Company 0
Address
Phone #
Inspection Date
Correction
Re-Insp'n Fee ❑
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
*/1=144'
BUILDING
PERMIT APPLICATION
FBC 2001 .
Permit Type (circle)
Owner's Name (Fee Simple e
Owner's Address
City
ECEOVED
1 0 2004
NO
Permit No. 61900-11-r-r4.
Master Permit No.. AP C73
Electrical Plumbing
Mechanical
Roofing
Tenant/Lessee Name
Phone #
Job Address (where the work is being done)
City Miami Shores Village
Is Building Historically Designated YES NO
County Miami -Dade
Contractor's Company Name
'5 deg ;P-
Phone #
Zip
Contractor's Address
City
State
Zip
Qualifier
State Certificate or Registration No
Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit'
J0")1) 1
Type of Work: ❑Addition
Describe Work:
❑Alteration
Square Footage Of Work:
❑ ew ❑ Repair/Replace
❑ Demolition
* * * * * * * * * * * * * * * * * * * * * * * * *** *Fees * * ** * * * * * * * * * * * * * *** * ** , **
Submittal Fee $ Permit Fee $ 45 Go. 60
Notary $5.0 0 Training/Education Fee $ t 626 .
Scanning $ Radon $ Zoning
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $
(o �j .4a oc-)S
(Continued on opposite side)
CCF $ .2U CO /CC
Technology Fee $1.
Bond $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
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 thnt 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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 b,e approved and a reinspection fee will be charged.
Signatur
Owner or Agent
The foregoing instrument was acknowledged before me this 01
day of 0-' 2004, by \ l Ckc n he [ ct-e_ .
who is per i Wally 1,11 own to me or who has produced
Asa»tification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
NOTAR
Sign:
Print:
My Commission Expires:
Signature
Contractor
,The foregoing instrument was acknowledged before me this
day of , 20 by
who is personally known to me or who has produced
as identification and who did take an oath.
�f,�
ter. sib , .� . f
-Jeff fi- 19
o
* * * * * * **
My Commission Expires:
*********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY
***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
NOV 1 6 2004
Chc 05/13/03
/1/3/67
Plans Examiner
Engineer
Zoning
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date
ocr-
Type Insp'n 30 a .
Permit No. F/ 65-36
Name teC
Address /0 4,zi
Company 5 Ca,
Phone #
Inspection Date
Approved
Correction
Re- Insp'n Fee
�"® e�,v,��Gi
Miami Shores Village
Building Department
BUILDING
PERMIT APPLICATIO
FBC 2001
, Florida 33138
756.8972
Permit No. EL 0,5—
Master Permit No. 6fr03- //VP
Permit Type (circle): Building Electrical } Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) /4_746),( , f e ei Phone # 2 CSC = 7 73,!—J-10 C
Owner's Address // -.r 3—(f C,/ f46,/✓3
City,01°Ili9ji J2 i .. r State Zip 9,r),-"IC)
Tenant/Lessee Name Phone #
Job Address (where the work is being done) /a -U -1— c°'/ l/ -
City Miami Shores Village County Miami- a Zip
Is Building Historically Designated YES NO
Contractor's Company Name Z: L ( / ?f Phone #
Contractor's Address 2 ®,i9c(7 e 090 /321 c /CJ
City / / , J 7 l { State �=/ Zip L2J //(
Qualifier C�C4�` 1 ,-SOj -i ls�Ji� r
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit f c
Type of Work: ['Addition DAiteration New
Describe Work ,70 09 %�
A 770„)-„/-
Square Footage Of Work:
Rppair/Replace ❑ Demolition
Submittal Fee $ / I Permit Fee $ /m4r rs" CCF $ Jk t.o CO /CC
Notary $ Training/Education Fee $ ®.. Technology Fee $ e:1`
Scanning $ Radon $ Zoning Bond $
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $
(Continued on opposite side)
33° o'400
Bonding Company's Name (ff applicable)
Bonding Company's Address s
City 'State Zip
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 ET.F.CTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in 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 cer #fie opy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) day after the building permit is .issued In the absence of such posted notice, the
inspection will not be approved and a reinspect' fee will be charged.
Owner or agent
The foregoing instrument was cknowl
day of , 20
who is personally kno
ore me this
has produced
Contractor
The foregoing instrument ' as acknowledged before me this
day of 01. 7 -741-
y
who is personally known to me or who has produced "
on and who did take an oath. as identification and who did take an oath.
NOTARY P NOTARY PUBLIC:
Sign: Sign:
Print: f Print:
My Commission Expires:
My Commission E * „;
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
%Commission # D
March 8, 2O06
Atlantic Bon g o., e.
APPLICATION APPROVED BY:
Cho 12/15/03
Jai- - Plans Examiner
Engineer
Zoning
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305 - 795 -2204
Bui ing Inspection Request
Date 5
Type Insp'n i^- f ►3 Y rn Cuw� I r5
G
Permit No. I V 1 `I 3 J
Name
Address \ CAS 8 )3c c u
Company ' (� c4_
Phone # SC( 2 — 0 11_,S—
Inspection Date
Approved
Correction
Re- Insp'n Fee
ECM ED
MY 2 C} 2004
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building
Owner's Name (Feel Simple Titleholder)
Owner's Address /072 JT S 7."' Co "7-e
City; %7/9`41/ (t_ State ;%'=7
Tenant/Lessee Nam
Electrical
Permit No. e ° ( C1
Master Permit N
tJ 47,,V7 4/7
Plumbing Mechanical Roofing
Phone # :)70T-75V—TS--0
Cr /
Zip
Name Phone #
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade Zip
Is Building Historically Designated YES NO . `'�
Contractor's Company Name (l_ 75 f
Contractor's Address 6 ..?(-/( , z "e 3 6 ,f-7" (
City ,/ d L State
Qualifier ,. ■ e4_10)-'
c.10 )' ,5,74.6t/ e
Phone # j Gxr 77J MCP
Zip R. /,c_)
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit
C,'O 6
Type of Work: ❑Addition
Describe Work:
/Ale,f
['Alteration
w
Square Footage Of Work:
❑ Repair/Replace ❑ Demolition
' ' 22
** ** * * * *** * * * * * * * *****,t * *** Fees * * *** ******* * * * *** **
Submittal Fee $ • Silittoqg Permit Fee $ /4°)44' r
Notary $
Scanning $
Code Enforcement
Training/Education Fee
$ 0
* * * * * * * **
CCF $ o 0 CO /CC
Technology Fee $ c ,..S ()
Radon $ Zoning Bond $
Structural Plan Review. $
Total Fee Now Due $ S 3-0
(Continued on opposite side)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 certifted 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.
Owner or Agent
The foregoing instrument was acknowledged before me this
day of , 20 , by
who is personally known to me or who has produced
NOTARY PUBLIC:
Sign: Sign:
Print: Print:
My Commission Expires:
MF "t apijng CO , InC.
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
******************************************************************** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
% /// a..
Contractor
The foregoing instrument was acknowledged before me thisZi
day of /nA c( , 20 bLP, by
who is personally known to me or who has produced
As identification and who did take an oath: as identification and who did take an oath.
NOTARY PUBLIC:
My Commission, c es Bonded Thrn
march 8, 2006
APPLICATION APPROVED BY:
Chc 12/15/03
G eo " Plans Examiner
Engineer
Zoning
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305 -795 -2204
Building Inspection Request
Date /�
Type Insp'n 'Fi 1 ,/� IU,
Permit No. C to , 'Zs3
Name 50-A-1-1c1 CA)-0-e--
Address 10 2.5
Company I1\ (� C
Phone #
Inspection Date
Approved
Correction
Re- Insp'n Fee
PERMIT APPLICATION FOR MIAMI SHORES VIL
Date Y 63 Job Address 102.-` M j &e &evTax Folio
Legal Description Historically Designated: Yes
io
aao
Owner/Lessee / Tenant \ti C° CE7- Master Permit # 6.
tiapset it FL.
Owner's Address kr 74 (O /00 iti" GrIZEgeti 3331 SD Phone 30S-- '99/ — STY)
Contracting Co. 2, Y. (c)/t ,1 Address D2OS /( /tie .6,11./ . %CJ r 6
Qualifier 04c,iiij S 7 . ?e,,) EA A /ll ss# ,., ' Phone 2®, ?-2 / %,S`�
State #,EC0003 / ?S- Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company
Mortgagor Address
Permit Type (circle one): BUILDINGCTRIC . PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION dr ..r J;/tr/ /Cf J 6 7 , /P(C "t°p
C1-We ic Ye-447(-/9:1 /f7 Ca,! 1 ? arc C/96 4
Square Ft Estimated Cost (value) / l sO
Address
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. Furthermore, I authorize the above -named contractor to do the work stated.
Signature4:of own r�_: t +r Condo President Date
Notary as to Owne.* and/or Condo President Date
My Commission Expires:
r
FEES: PERMIT ' ,y RADON
APPROVED:
Zoning Building Electrical ! /1 /J.?'
Mechanical Plumbing Engineering
no i'nK ,Y(' w‘11 Pm).
. Signature of Contractor or Owner - Builder
017 e5-7-
ate
No as to Contractor or Owner - Builder
M Commission Expires:
a�" rp'% Melinda K. Edelsberg
v.a, ,r9
ommission
# D 1
e �` March 8, 2006 $ ndMimic Rondieg
Co„ Iric.
C.C.F. Co •0✓ NOTARY
Date
TOTAL DUE, l I , 6 0
Miami Shores Village._
10050 NE 2nd Avenue
Phone: 305 -795 -2204
Printed: 9/18/2003
Electrical Permit
Permit Number: EL2003 -280
Page 1 of 1
Applicant: VICTOR SCHEIDE
Owner: SCHEIDE VICTOR
JOB ADDRESS: 10255 BISCAYNE BLVD.
Contractor CURTIS LEWIS STEVEN
Local Phone:
Parcel # PARC2003 -20
Contractor's Address: 17570 ATLANTIC BLVD
Legal Description:
Fees: Description Amount
FEE2003 -5811 Building Fee $385.00
FEE2003 -5612 CCF $8.60
Total Fees: $391.60
Total Fees: $391.60
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 3/15/2004 Construction Value:$11,000.00
Work: TEMPORARY CONECTION SERVICE COMPLETE ELEC SYSTEM,OUTLETS SWITCHES APPLIANCES TELEPHONE CABLE
JAN 2 9 PAID A00&
Signed: (INSPECTOR)
In consideration of the Issuance to me of this permit, I agree to perform the work covered hereunder In compliance with all ordinances and regulations pertaining thereto and in strict conformity
with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village, in accepting this permit I assume responlslbllity for all work done by either myself,
my agent, servants or employes.
Signed: (Contractor or Builder) BY:
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 -795 -2204
Printed: 9 /18/2003
10MADOONCPXONOWITOIY.I WN PIOMOWOJOIM600 1OtSDMP141007190¢l OC N0001.4.3000M1,0MPY00P184 1VM
Applicant: VICTOR
Owner: SCHEIDE
JOB ADDRESS: 10255
Contractor CURTIS LEWIS STEVEN
Local Phone:
Parcel # PARC2003 -20
ctrical 'errnt
Permit Number: .EL2(O3 -281
SCHEIDE
VICTOR
BISCAYNE BLVD.
Contractor's Address: 17570 ATLANTIC BLVD
Legal Description:
Fees:
FEE2003 -5613
FEE2003 -5614
Description
Building Fee
CCF
Total Fees:
Amount
$60.00
$0.60
$60.60
Total Fees: $60.60
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 3/15/2004 Construction Value: $500.00
Work: TEMPORARY CONSTRUCTION SERVICE
Signed: (INSPECTOR)
In consideration of the Issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and In strict conformity
with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responislbility for all work done by either myself,
my agent, servants or employes.
Signed: (Contractor or Builder) BY:
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 9"-S- S' 03 Job Address% Ae B? ,. Q) Tax Folio
Legal Description
Owner/Lessee / Tenant \fir rtoe.
Owner's Address rick)
Contracting Co. / f('L%
Qualifier 4W1J S'e7 Cie
State # /( COO
Architect/Engineer
Municipal #
Historically Designated: Yes
RIECEIIV1E
SEP, 1 7 2003
No
3
Master Permit # -4/48
} / FL 1 -c Phone 30c 714 c.5 -fie
Address ,ZQ)W /LI( 2C5 /,-�t< 'e /c, — 6''
; Phone 36 ,�^ %- 0/6—
Competency #
Address
Address
Bonding Company
Mortgagor
Address
Ins. Co.
Permit Type (circle one): BUILDING LECTRICAL/PLUMMBING MECHANICAL ICAL ROOFING
WORK DESCRIPTION Arr,o,zypt ( ;;;75.7.0 c'e A 4 (/(Cic,
PAVING FENCE SIGN
Square Ft Estimated Cost (value)
SOS
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. Furthermore, I authorize the above -named contractor to do the work stated.
sintAttgli
ignature of owner and/or Condo President
9 -9°03
Date
Notary as to Owner and/or Condo President Date
My Commission Expires:
FEES: PERMIT 19/67e c)Z, RADON C.C.F.
APPROVED:
Zoning Building Electrical . m ' /°` '' te%'t'
Mechanical Plumbing Engineering
no rmore4 C,ec w,I1 Po9
Signature of Contractor or Owner - Builder
No
M
(00
as to Contractor or Owner- Builder
Commission Expires:
'3III'roaSuupuog 313IIe1Y
MIL MUM
900Z a Pion sanldi `
aagsrapg D?I npmlaw +'%d ,,,;. /
NOTARY TOTAL DUE
nr
5.
Date
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, MVliami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING.
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Buildin '' Electrical
Owner's Name (Fee Simple Titleholder) ?
Owner's Address (, /AIL
State
City q/
Tenant/Lessee Name Phone #
Job Address (where the work is being done) t d()
City Miami Shores Village County 1Vfiami Dade Zip
Is Building Historically Designated YES NO Jr-
» L4J
Permit No. ZP PC03 - 1652
Master Permit No.(3P 0003 - to `l6
Plumbing . Mechanical
/1/1 Phone #
Roofing
Zip 7,2_7?
Contractor's Company Name
Contractor's Address
City State
Qualifier
Phone #
Zip
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit /a11-7--(2, C Square Footage Of Work:
Type of Work: ❑Addition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition
;ry �
Describe Wor .• b/ 5 � /t/ �� ( /, „
c)c. 09 ****************************Fees******************************
Submittal Submittal Fee $ , 50 .00 Permit Fee $ /00 C F $
Notary $ �� Training/Education Fee $ 0. a0 Technology Fee $ g,
Scanning $ Radon $ Bond S
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $ ‘13 0
o
(Continued on opposite side)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
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 FT.ECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 C/F
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 no a approve a, da reinspeection fee will be charged
(°'. —
Signature ��l� Signature
e
�� Owner or Agent Contractor
The foregoing instrument was acknowledged before me this c2.0 The foregoing instrument was acknowledged before me this
day of) , 2O, by 1C _AC TN- (5 -n.TI 0Q. flay of , 20 by
who is personally known to me or who has produced who is personalty known to me or who has produced
As identification and ' , � . ' • i
:111).: .1 ..1. as identification and who did take an oath.
NOTAR . P) :LIC: ,�+r Commission #D ®231984 NOTARY PUBLIC:
Sign: ` ! r 0 , : Jul 13, 2007
r Sign:
Print. i1� '� , r oF�W`,. Atlantic BondingCo., Inc.
Print:
My Commission Expires: Mr My Commission Expires:
***********************************************•**** * * * *s, * * ** * * * * * * * *•* * * * * * * ** * ** * * * * * ** * * * * * * * * * * *st *:rat
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
**************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * *,,: ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *'
APPLICATION APPROVED BY:
Chc 10/14/03
Engineer
Zoning
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Florida Storm Panels, Inc.
14475 N.W. 26th Avenue
Opa- Locka, Florida 33054
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375-2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter
APPROVAL DOCUMENT: Drawing No. 02 -868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1
through 4 of 4, prepared by Frank L. Bernardo, P.E., dated November 18, 2002, last revision dated January 02,
2003 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 Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
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.
TERMLNATION 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 of NOA.
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 consists of this page 1 as well as approv f. e ;'r e ' ed above.
The submitted documentation was reviewed by He
NOA No 02- 1120.02
Expiration Date: 01/23/2008
Approval Date: 01/23/2003
Page 1
14- 20x34•
5.5. STUD
0.0•
75
ex �I '
O • @.125'
14438' PANEL LENGT.
1 STORY PAN=L
E h j TYP.
0125. Loc. M
TYP. 15@0' 5.000• MAX.
G - ANGLE
5UIL17CUT /CLCSUi ANGLE
C
-ENE ^ L NOTES:
1. Tu15 5441rrER 5Y5TE!"I 1-135 BEEN DESIGNED AND
TEST -ED AS A LARGE MISSILE 11-IPACT PROTECTIVE SYSTEM IN
ACCORDANCE. W1Ti -I r-E;=..OR1CA BUILDING CODE 2001 AND
PROTOCOLS TA5 201 FOR LARGE r155ILE IMPACT,- TA5 202
:OR uNIFOR'". STATIC AR PC- 55118= AND TA5 203 FOR
'CLIC i1ND LOADINCs.
2. NC 33.3% INCREASE IN ALLOWABLE 5'155 I4A5 SEEN
',S DIN TI-1E DESIGN Or T;-1E ANC:4CR SPACING TABLES.
3. POSITIvE AND NEGATIVE_ DESIGN PR=55UR5 TO BE
AE.E.D W1114 T+4E5 DRAWINGS 514ALL BE • DE ! - INED BY
.071-ERE, ON A JCS -SPEC FIC 50515 IN ACCOI ANCE WITW 11.e
GDvERNING CODE. tL.W!N ASCE 1 -98 15 USED TO CALCULATE
°fcSSURES FOR USE W T1•: T1.I15 PRODUCT, TWE USE OF A
DR CTIONAI-ITY FACTOR KcI.085 15 ALLOWED.'
A UE Sw I ER 5Y5TE'•: DETAILED 1-#E1 IN 15 GENERIC
AND DOES NOT PROVIDE INFORYAT1CN FOR A SPECIFIC SITE.
SITE CONDITIONS CEvIATE PRO-1 TI-E CONDITIONS
`TAILED EREIN, A LCENS!D ENGINEER OR reGI51 EID
ARC:-JITEECT `.•:ALL Ptir- °ARE SITE SPECIFIC DOCUMENTS TO
BE USED IN CONJUNCTION WITi -1 11.415 17OCSMENT.
a PERMIT WOLDER 51-ALL vERIFY T RE AD =',.1' :ACY CP 7;-15
=X:S'INCa 5Tre•;CTUFM TC'WIT:45T-:-ti , ADDITIONAL 1r1FCSE;^,
6. STORY PANELS S:AL. 5! 22aa STEEL CGALvAN12. D
TLIICKNESS. t •0^;,'20' "+1N) C.^NFO41,NG TC ASTM A653.
ST ICTURAL C„,:ALITY, GRADE B0. =°a GALv. COATING WIT34 .:
"t�.. Fv.5.2427 K51. ALL EXTRUSION5 5 14ALL SE 6063 -T6
A+.LTIINUM ALLOY. UN.C.
1. PANELS 51 -1ALL 5E =ER IANEN i •. LABELED IL1TW A
TrNIMT1 C= CNE Y.ARKINGA, PER PANEL 15 FOLLOWS.
FLORIDA 5TO -I PANELS. INC.
C=A -LOCOA FLORIDA
I11 i- D.-DE CC-LINTY PROD. CONTROL APPROVE;.
8. STORY PALM =LS 4.V! SEEN D'!SiG-NED AND 1E57=D TC
^:Axt"°," -1 SPANS AND LOADS 5 -10.1N N TuE
:RAWINGS R; =- 'e=NC= CA NSTR::CTICIN TESTING
- rRPCRA ^C.: D-C, CF 1-11.11-11 -_, TEST REPORT Ne. 02 -CAI
;e. TCP 4 :OTT;: ^ 41L5 5.+G:.N •• •Y =_F
4 .RG-::ANGED 5 F:=1::: - CCNDIT'C(.S :DICTATE. PANE.
• -CR :Z'CN ALL" :.:ERE APPLICAELE. EXCEPT
:CR tCUNT:NG CCN�1T^NS :NCLU DING - OR I-1=A:D=RS.
ALL SC -T.5 4 W 5-.ER5 - ALL BE ZINC COATED
c 5 :LESS STEEL .:T , _ r .:NI •-;... TENSILE
5:7Rz -NGT«3 C= 6E CSI.
1
0
I�
N t�-
L c ".50' -• 1181•
/'� '� i �$1' •may
•
u62
r-.2.000' -1
ry
0 062 1-
TY= -�
lace TYP
(t • 00516' 0350• --.... ,.._
[GAL., .4 STEEL. :-C.250' ^1 f
GRADE 3@I t I r_0.050.
�I t 1 .00' MIN. 1 t }7
--, 0 0s,._ I' - •5250•
5.00C• MAX. 0.865'
.1-PAN CLOS
a UR= `"...117 • W S�ERS� ti/INGNUT
t-• 2.043'�
LOW- } -1815' 11
@2151
; @.0154
�E.E15• ,I--
I' 0.@63
:3i
1•C= TRACK.
to t
r
▪ 0
`^ A
1 �
I h
1
14 -2C 5.5. SIDEWALK
OR N4C::{NE BOLT 4
WASWEIiLED WlNGNUT •
2 ,1• o_. r. P. -,
IS GA. GALv. STEEL
SENT ...47E (2G41S
Br. TWIG) OR 2.22•x1:5•
6063 -Tb ALI.:1 ANGLE-I. I
4'
5 ITIAX
RE Df - E-TAIL
t- 2.0bi•• -.
0 cc, 3 0.063
: a35 • J;
it
1
R
0
i
1.00•-
. �..�0.„"1.Q2•
CBCT 'u• Trt_GK
EXISTING
WINDl11J
t/1
reO
3315' :-:Ax
0315• x315' ---
I r
0 fc�Ac 1 I
j II r TYr 032 0' -
acs @r�• T- I C470'�� T,,
i T @.65C 11 0.0°5'
f I
1
'U. i-'EA✓=R,
r 1.000'
BUILD -OUT TRACK
R0J58.
1.0@0'
t . 0.015' MIN.
KE11.40LE WA51-1ER
cuss IS IaN ERECUR=
ONLT FOR 135E %IOU TR .E6
READ 4ND14pgy . Ca, r•py
80301'
5313'
h-- 344q•- -� r
0.125'
ANGLE -4.r './AR`.'
.T.0NCRE7E Tom_
°LOCK C• •
=RA.4g tNG -
063'
0063'
l' ^j TOP 'U• TR.ACK
OvERLA° WALL BEYOND WINDOW DISTANCE
^c_-• -R ..» -.A, OR - TC 1.5 TIMES
Dt., .5T AKC=y..,.,; FoG SECT. 2413 -31
v -- 'ANGLE = `i 0rc .i ->=AN CL ^5JR :=1. AIL5 CvE1
▪ SE RE vER5E-.
=N?- a 5• Co =0? _ESCN
SE= .:'.NC..:CR 5G:- c`.iiL_ =f,',7
...LC5La.75 ..?'._..
N T
�C25•
AX
1= 0.150•
0063'!
TYP
TYp_
O 'F' TRACK
I -- 4.000• '
{ 1 4- 0125•' L
J1 WELDER END cAP
me* DEEP t ' C.44.
r L53„ -3
0.063'
RI & @ r
eta -E.LS' 0.0• -{ '(
1 t I T
53I3'
16 ESP; , GI :, •U• TF ACK C •• __
Ext5T. CONC
:•
OOR oo DFRa •ING 7
r /
Z //j
)y •
R
2.00•-
ExteTING CCNC E. 1 0LLOW
5,,.00K OR WOOD FRAttING J
lD, N.T.5.
WALL MOUNT CLOSURE _ AIL
1'JIDTW 11NLA"(ITED
(.magp TO PAeieL SPAR)
ID= rtc,
( c: NN .
AS ram // . SECTIONS
Bono^+ r•TC INT (cp. 3 i TYPE As REC'D1
QPTIONAL '4 -20 STtTC34
BOLTS WITW u�ssI.3ERED
URNCTWTS FASTENED •
Qve.tz_APS • P11D5PAN
(USE APPROPRIATE
SPAN TABLE)
1 PLAN VIEW
R03I7'
TYPICAL MOUNT ELEVATION
N.T9
TOP 11 3,KT
TYas 4.5 1ZG'C:
\ RC. '1S0
I.
1
PAT DH A:
TOP . emT
LAST PANEL TTPIGAI. PML>?L ABOVE
CBSTRUC��•- OVER .AP7 oesTlaicrlCw
OI'R/
03'15• IIN
EDGE DIET -'
Zi
/- cSAT. ANGLE cm J .N
- A _LOSt J
P CE {J (SEE Dl....- 5 Cve
{ LEG D:CTICN '14'.
.- SE REvERSEC
/ /0500'
• �� : / OVERLAP
MIND
A '-'•'ER • ;5' C.0 FCR C ° -5 Cs'N 5
LESS 1_ESi{. _ CC .E V 5 =RE -_
- ^SR u C r5 _E o1E ONLY WIT
ANC-CRS e „
; N- 5 VAT 51 -
1{
PAL BELCUR
C/SSTRUGTION
BCTTD•1 TICVN (Caw T %
Tvm. 3 ;mot» L \--re". PANEL OVER-AP
OPTIDNA.. '•. -2C 5TITC.. SCI.TS W:T.t WASR Irs-D
WNGNUITS FASTENED • OVERLAPS • IIIDSPAN
(USE APPRCPR:ATS. SPAN TA5LE1
TYPICAL "10u'4T ELEVATION AROUND C85TRJCTICI
NT_.
r.Ax -'t
I • ti T
Ex15T:NG- t A/A
Approved as c mpiying with Oa
Florida Bidding C c ,7
Dat: 01123/2cC
TiIII►.f� ^ ? - H Zc • Miami wde Protract Centro!
EY
JA
FRANK L. SE'-NARDC, ==
PS00 =65,15
aft
}- t41n
3
• m
• I
• u-to
• Q coo
Z • Q rn Fri
1u
ZS)-
U. 7 ui :
0
z
W
w
z
z
w
3
FMe1Il • F[2A►Ib:NFI F?Ft•tf,IIJFFPRY
LL
V
LSi
.'f
1
k)
0
0_
0
R= v:5 :ONE..
cad+` c� -•aNrs
:-::v
:7/4rC2
::::Y 64b8 -0I
EMBED --
1 / ' /ii
tu
Lu
c C ECTIQN T'
REFgRE CE ANC OR
SCHEDULE T3 FOR r-14:4'
SPACING r SNORT LEG
REVERSEC -Ow.ARDS
7wE OPENING
EC EC
r0.500'
N
14 TEK SCREW OR
'4 -20 MACHINE
SC!Z=W4 NUT •16'
O.G. ern* ALL 51M.
C.cNNECTIONS�__A
REG'D SEPARATION
FR.r1 GLASS -
(�-F. TABLE 72)
4 0500'
EXtST:NGI
CCNCRE =
;LLCtJ
OR .JC
.ANC =:R
15E: O , - r=s
571=rucr .R=i
n G .- "rah =_CTIC!v TYPF.
R=sNGE ANC:NOR
5C:-iEDULE T3 FOR MAX
SPACING
^s .. 3UILD-OUT 1- GLINT SEECT10N
�... N.TS.
aYG:.cRS T-'r =Y: CI:S• CR 9
(R"c =Z=YCE ANGi:OR SC:4EDULE 73
FOR MAX SPACING :. USE 'Z=MON/A. °LE
.:NCi;OR5 ONLT 1
ti k /�
�n
✓ / /
/-
l'-F =tN^. = .�C:.1CR
SC =:=UL E 77.-. =CR
MAX. SPAC. :NG
lr050ty' EC EC
ia'
sr= ANGLE
DIPMCTIox miry
nE IREvERSED.
AS SMIOWV CONNECT :CN TY=P-
IFER.E_NC=_ ANC:40R
/ 5C1-1 'RULE 73 OR
/ MAX SPACING
1 ©Soo'
OPTIONAL 5UIL'CU7
MOUNTING CONFIGURATIONS
(AT WEAVER OR SILL:
1/4 -20 x ; 5.5.
AC:NINE SCJZ =W
• 125' O.0
r EX :STING CCNCRE?E. NOLLCJJ
/ BLOCK OR ,-COD FRAMING.
ANC:+OR SCi4E13. BASED
ON TYPE O= STRUCTUI.
EX:S -:NG
1 • •
RHO'.: =AR.:.TICN
REP 'S5
(REP TA E.7::
ANC R
'..CE
c= 5- 'R.:.TLRE -_-_ -
of
At
`'a -20 x •
GmyLS g -'-C -.
SCNEDULE T3 R
MAX SPACING
.
MOUNT 5c_ 1'C
v" h -5
EXISTING CONC.'TE.
140LL01:: LOCK OR
WOOD FR :r •iNG. 5EE
AYC:.^R 5C:%E.^.. SA5E17
ON ' •'°= CF STRUCTURE
:JJ.L.. MC'JNT
hT5
w�
WD
EXISTING CONCRE E.
LOCK OR wO"'C_ = ,
_RA:1W
SEE ANCuOR SC 5A5E
A off Ti-Ft= OF STRt C-�R_
i Z E = - YG -.:- -CR
5C14EDt:LE 3 = CR
MAX. SPACING
!7E= GLASS
SEPAR CAST
(SEE TABLE
E
n gem NIN.)
EXISTING]
Gt -AZING
w�
cn
w0
X 14' 5.5.
MAC. -iNE SCOW LLL.
wINGNY:T •125' C.C.
C; =we:CT!ON ""O=
SECTION REFERENCE .ANCNCR
SC:iEDULE T3 FOR MAX.
SPACING
r=_Xl5TING CONC ETE. !-!OLLOW BLOCK
1 OR =CC =R..ING. SEE ANCWOR
% SC-ED. BASE::: ON "MP= OF STtZUCTUIiE.
//
EDGE/
DtLTANCE
/ ^Yi
7.--4/Ea
/////r y /i
025'
REC.= -_ -_t -- -w
EXIS':NG :. FR^' G' .5-
GLAZING -v. ' ■ (R . __Ai
�I
Est
•
:AX
3l
v .25•
Cs CO vY--_' '1^*i T"a'
ec =RENCE ANC,4CR
SCI.NEDULE 13 FOR MAX.
SPACING
)•
Load
W (psf)
No Stitch
Bolts
LMAX (ft)
Stitch Bolts
At Midspan
LMAx (ft)
25
10' -7"
10' -7"
30
10'- 5"
10'- 5"
35
10' -0"
10' -0"
39
9'- 9"
9'- 9"
40
9' - 8"
9' - 8"
45
9' -4"
9' -5"
49
8'- 11"
9'- 3"
50
8' - 10"
9' - 2"
55
8' -5"
8' -11"
58
8'- 2"
8'- 10"
60
8' -1"
8' -9"
65
7' - 9"
8' - 3"
70
T - 6"
7 - 8"
72
7 - 4"
7 - 6"
75
7' - 2"
7 - 2"
80
6' -9"
6' -9"
90
6' - 0"
6' - 0"
100
5' - 4"
5' - 4"
110
4'- 10"
4'- 10"
120
4' - 6"
4' - 6"
130
4'- 1"
4'- 1"
C.^ AI` C ": = t ^ --_-G
• - ../ �/ - - �../ I - sr,
1 ENTER SPAN SC' S _LS :7.: NEGATIVE
LC...^, 7C D=TE *.*,_ ,.;X:"'^,.7-1 ' aUAE -_ 570R-1
PANEL SPAN. 5C EC U;-E 15 ACC?QTAe E =CR USE
U1T-' =05171VE _ =55 7::4'N CR =,^,. TC
MEG.T:VE DESIGN
2. IN ER.PCLATiGn. -__- -g -G.:5 45
•ACCEPTABLE, C7 E=c_ 5E ,:5E NEXT u4G-. - °_R L.0..0
EXISTING WC= `R.:55 =f.,
• MAX
;r- I = 7--.0 I =
_ _/ _, vim.. -- ✓
Positive
Load (psfl
Span
Less
Than:
Separation
(inches)
at <= 30'
Separation
(inches)
at > 30'
6' - 0"
2.75"
1.22"
30
8' - 8"
2.75"
1.94"
10' - 5"
3.00"
3.00"
6' - 0"
2.75"
125"
35
8' - 8"
2.75"
2.10"
10' - 0"
3.00"
3.00"
6' - 0"
2.75"
1.29"
40
8' - 8"
2.75"
2.26"
9' - 8"
3.00"
3.00"
6' - 0"
2.75"
1.32"
45
8' - 8"
2.75"
2.41"
9' - 4"
2.92"
2.92"
50
6' - 0"
2.75"
1.36"
8' - 10"
2.75"
2.73"
60
6' - 0"
2.75"
1.43"
8' - 1"
2.75"
2.44"
70
6' - 0"
2.75"
1.51"
7' - 6"
2.75
2.24
•
NO tee:
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CUP LOCKS
END PANEL
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I(I) I*7.2'xO.CE.2**13,4*
ANCILE 6 END LI.:/ S2)
•14 sris TO TIR4C:x.
(1) WELDER END CAP
• END 4.1/ (2) 94 5M5
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r-
1 111
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i 1 r‘ri;
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1
I
1---- J
0250*
OPTIONAL L.5T!C ICS1015
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AT mIDSPAN FOR USE
Wm.; FF.EmOvASLE
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PLASTIC KNOBS
TO n4 *-TRACK. OR
TOP IP-TRACK
(FASTEN TO
ETR...4.-Tu- PER.
SECTIONS TO LE=T)
OPTIONAL PLASTIC KNOB.
TO EASE PANEL SLIDING
(NON145TRLICTURAL. SEE
DETAIL TO LEFT)
5orrotr: 1-t• TRACK
OR E.OTTOM
TRACK (FASTEN TC
STM.ICTUIRE PER
DETAILS M. N LC
TO I-EFT;
SILL TRACK ISOMETRIC
SOTTOm TRACK kr.s.
L..= • ANE-
ECTTCTI E.
4 (-
=ANE_-1T! 157
T.C. LAS-
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ECT-7c-
T C!"
74DJACENT PANE--
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' FrtCM INSIDE c BLDG
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u
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(r) 0 Lf)
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pANI=L
(\O N7C-
Y'"" =X-ERIC,.
•
R.E.VIE.,(2".•te
7.4.0".•
-RAtuN
v•-- •
1/4" x 1 -1/4" EMBED
ELCO TAPCON
114" x 1 -1/4" EMBED
ELCO TAPCON
Tcap (lb) = 218.00
Vcap (Ib) = 398.00
39
49
58
12.5"
12.5"
12.5"
16.0"
16.0"
16.0"
16.0"
12.7"
8.7"
2.5" EDGE DISTANCE
12.5"
6.25"
6.25"
15.5"
12.3"
10.4"
7.8"
5.2"
4.0"
9.9"
7.7"
6.5"
12.5"
6.25"
6.25"
SPANS UP
TO
5 50 ft
SPANS UP
TO 8.67 ft
SPANS UP
TO 10 67 ft
ANCHOR
72
LOAD
13.2"
CONN TYPE
8.3"
6.25"
CONN TYPE
3.6"
6.0"
CONN TYPE
9.7"
3.6"
6.0"
(psf)
C1
C2
C3
C4
C1
C2
C3
C4
C1
C2 C3
C4
114" x 1 -3/4" EMBED
3.6"
39
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
16.0"
16.0"
12.5"
16.0" 11.9"
13.5"
ELCO TAPCON
16.0"
49
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
11.6"
13.3"
12.5"
16.0" 8.4"
10.7"
(MIN 3:20 PSI CONC)
12.5"
58
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
8.9"
11.1"
12.5"
16.0" 8.0"
10 3"
Tcap (lb) = 483.00
6.9"
72
12.5"
16.0"
13.0"
14.3"
12.5"
16.0"
8.0"
10.3"
12.5"
16.0" 8.0"
10.3"
Vcap (lb) = 475.00
5.9"
130
12.5"
16.0"
8.0"
10.3"
12.5"
16.0"
8.0"
10.3"
12.5"
16.0" 8.0"
10.3"
114 "x7/8" EMBED
15.9"
39
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
15.2"
15.0"
12.5"
16.0" 10.6"
12.1"
ALL - POINTS SOLID -SET
12.5"
49
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
10.2"
11.8"
12.5"
16.0" 7.5"
9.5"
LEAD SHIELD ANCHOR
*
58
12.5"
16.0"
16.0"
16.0"
12.5"
16.0'
7.9"
9.9"
12.5"
16.0" 7.1"
9.2"
Tcap (Ib) = 428
8.2"
72
12.5"
16.0"
11.5"
12.7"
12.5"
16.0"
7.1"
9.2"
12.5"
16.0" 7.1"
9.2"
Vcao (Ib) = 429
12.4"
130
12.5"
16.0"
7.1"
9.2"
12.5"
16.0"
7.1"
9.2"
12.5"
16.0" 7,1"
9.2"
1i4" x 2" EMBED
6.25"
39
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
13.3"
15.7"
12.5"
16.0" 9.2"
12.6"
ELCO PANELMATE
49
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
8.9"
12.4"
12.5"
16.0" 6.5"
9.9"
(MIN 3350 PSI CONC)
*
58
12.5"
16.0"
14.9"
16.0"
12.5"
16.0"
6.9"
10.4"
12.5"
16.0" 6.2"
9.6"
Tcap (lb) = 372.00
a
12.5"
16.0"
10.0"
13.3"
12.5"
16.0"
6.2"
9.6"
12.5"
16.0" 6.2"
9.6"
Vcao (lb) = 565.00
130
12.5"
16.0"
6.2"
9.6"
,12.5"
16.0"
6.2"
9.6"
12.5"
16.0" 6.2"
9.6"
1/4" x 1 -1/4" EMBED
ELCO TAPCON
114" x 1 -1/4" EMBED
ELCO TAPCON
Tcap (lb) = 218.00
Vcap (Ib) = 398.00
39
49
58
12.5"
12.5"
12.5"
16.0"
16.0"
16.0"
16.0"
12.7"
8.7"
15.8"
12.5"
10.5"
12.5"
6.25"
6.25"
15.5"
12.3"
10.4"
7.8"
5.2"
4.0"
9.9"
7.7"
6.5"
12.5"
6.25"
6.25"
12.6"
10.0"
9.7"
5.4"
3.8"
3.6"
7.9"
6.2"
6.0"
Tcap (lb) = 218.00
C5 C6
72
12.5"
13.2"
5.9"
8.3"
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
Vcao (tb) = 398.00
Tcap (lb) = 483.00
130
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
1/4 "x7/8" EMBED
10.1" 16.0"
39
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
12.7"
10.3"
12.5"
16.0"
8.8"
8.3"
ALL - POINTS SOUD -SE-i
16.0" 16.0"
49
12.5"
16.0"
16.0"
13.1"
12.5"
16.0"
8.5"
8.2"
12.5"
16.0"
6.2"
6.6"
LEAD SHIELD ANCHOR
x
58
12.5"
16.0"
14.3"
11.0"
12.5"
16.0"
6.6"
6.9"
12.5"
15.9"
5.9"
6.4"
Tcap (lb) = 358
7.0"
72
12.5"
16.0"
9.6"
8.8"
12.5"
15.9"
5.9"
6.4"
12.5"
15.9"
5 9"
6.4"
Vcao (lb) = 249
130
12.5"
15.9"
5.9"
5 4"
12.5"
15.9"
5.9"
6.4"
12.5"
15.9"
5.9"
6.4"
a" x 1 -1/4" EMBED
39
12.5"
16.0"
16.0"
12.2"
12.5"
14.5"
7.3"
7.7"
6.25"
11.8"
5.1"
6.2"
ELCO PANELMATE
49
12.5"
16.0"
11.9"
9.7"
6,25"
11.6"
4.9"
6.0"
6.25"
9.4"
3.6"
4.9"
58
12.5"
15.4"
8.2"
8.1"
6.25"
9.8"
3.8"
5.1"
6.25"
9.1"
3.4"
4.7"
Tcap (lb) = 204.75
72
6.25"
12.4"
5.5"
5.5"
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
Vcao (lb) = 233.50
130
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
1/4" x 2" THREAD
39
PENETR. LAG SCREW 49
58
Tcao (Ib) = 359.53 72
Vcao (lb) = 82.97 130
#14 x 1 -1/2" THREAD 39
PENETR. WCCO SCREW 49
58
Tcao ;lb) = 234.00 72
Vcac tic) = 9.6.74 130
0.75" EDGE DISTANCE
12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5"
12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5"
12.5" 16.0" 14,4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5"
12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0 "' 7 12.5"
12.5" 16.0" 6.0" 'vim , 12.5" 16.0" 6 0" t ury;%; 12.5"
16.0"
16.0"
16.0"
16.0"
16.0"
8.9"
6.3"
6.0"
6.0"
6.0"
3.9"
3.1"
12.5" 16.0" 16.0" 7.7" 12.5" 16.0"
12.5" 16.0" 13.6" 6.1" 12.5" 13.2"
12.5" 16.0" 9.3" 5.1" 6.25" 11.2"
12.5" 14.2" 6.3" 4 1" 5.25" 10.4"
, 6.25" 10.4" 3.9" 25" 10.4"
8.3"
5.6"
4 3"
3.9"
3.9"
12.5" 13.5" 5.8" 3.9"
6.25" 10.7' 4.1" 3.1"
6.25" 10 4" 3.9"
6 25" 10.4" 3.9"
25" 10 4" 3 9"
7,16" x 5/2 EMBED
BRASS Et ;SHING &
1;4 -20 SCREW
- tlb) =.31.50
\it= t. = 202.50
39
49
x 58
72
130
12.5" 16.0" 16.0" 13 0"
12.5" 16.0" 13.5" 10 3"
12.5" 16.0" 9.2" 8 7"
12.5" 14.0" 6.2" 6 9"
5:5" 10.3" 5 _
12.5" 16.0"
12.5" 13.1"
6.25" 11.1"
6.25 10.3"
_ 25" 10.2
8 3"
c
4.3
8.1"
5 4..
54..
5.0"
12.5" 13.4"
6.-"R" 10.6"
6.25" 10.3"
6.25" 10.3"
625" 103
4.0"
3.6"
6.6"
5.2"
5.0"
5 y«
r-
-C\ °- ; "t..- "Nr -17 _ E _ •
"ICUNI.•_
1 HOLLOW CONC BLOCK
114" x 1 -1/4" EMBED
ELCO TAPCON
Tcap (lb) = 218.00
Vcap (Ib) = 398.00
2.5" EDGE DIST.
39
45
55
65
72
16.0"
16.0"
11.0"
6.4"
5.0"
16.0"
16.0"
16.0"
14.6"
13.2"
SPANS UP TO '
5.50 ft
SPANS UP TO
8.67 ft
JST
RU
ANCHOR
LOAD
CONN TYPE
CONN TYPE
12.4"
16.0"
(psf)
C5 C6
C5 C6
CONCRETE
114" x 1 -3/4" EMBED
39
16.0" 16.0"
16.0" 16.0"
ELCO TAPCON
45
16.0" 16.0"
11.4" 16.0"
(MIN 3320 PSI CONC)
55
16.0" 16.0"
7.5" 16.0"
Tcap (lb) = 483.00
65
14.2" 16.0"
6.0" 16.0"
Vcap (lb) = 475.00
72
11.0" 16.0"
6.0" 16.0"
1/4 "x7 /8" EMBED
39
16.0" 16.0"
14.8" 16.0"
ALL - POINTS SOLID -SET
45
16.0" 16.0"
10.1" 16.0"
LEAD SHIELD ANCHOR
* 55
16.0" 16.0"
6.6" 16.0"
Tcap (Ib) = 428
65
12.6" 16.0"
5.3" 16.0"
Vcap (lb) = 429
72
9.8" 16.0"
5.3" 16.0"
1/4" x 2" EMBED
39
16.0" 16.0"
12.9" 16.0"
ELCO PANELMATE
45
16.0" 16.0"
8.8" 16.0"
(MIN 3350 PSI CONC)
* 55
16.0" 16.0"
5.8" 16.0"
Tcap (Ib) = 372.00
65
11.0" 16.0"
4.6" 16.0"
Vcap (lb) = 565.00
72
8.5" 16.0"
_ 4.6" 16.0"
1 HOLLOW CONC BLOCK
114" x 1 -1/4" EMBED
ELCO TAPCON
Tcap (lb) = 218.00
Vcap (Ib) = 398.00
2.0" EDGE
39
45
55
65
72
16.0"
16.0"
11.0"
6.4"
5.0"
16.0"
16.0"
16.0"
14.6"
13.2"
7.5"
5.2"
3.4"
:' "'
//t %/ ;
15.5"
13.4"
11.0"
9.7"
9.7"
1/4 "x718" EMBED
CONCRETE
39
16.0"
16.0"
12.4"
16.0"
ALL - POINTS SOUD-SET
ELCO TAPCON
45
16.0"
16.0"
8.5"
16.0"
LEAD SHIELD ANCHOR
*
55
16.0"
16.0"
5.5"
16.0"
Tcap (lb) = 358
12.9"
65
10.5" .
16.0"
4.4"
15.9"
Vcap (Ib) = 249
8.3"
72
.8.2"
16.0"
4.4"
15.9"
1/4" x 1 -1/4" EMBED
15.2"
39
16.0"
16.0"
7.1"
14.5"
ELCO PANELMATE
9.3"
45
16.0"
16.0"
4.8"
12.6"
7.6"
*
55
10.3"
16.0"
3.2"
10.3"
Tcap (Ib) = 204.75
72
65
6.0"
13.7"
; / % //- P"'/
9.1"
Vcap (lb) = 233.50
16.0"
72
4.7"
12.4"
',% /
9.1"
0.75" EDGE DISTANCE
1/4" x 2" THREAD
39
PENETR. LAG SCREW 45
55
Tcap (Ib) =. 359.53 65
Vcap (lb) = 82.97 72
16.0"
16.0"
16.0"
10.6"
8.2"
16.0"
16.0"
16.0"
16.0"
16.0"
12.4"
8.5"
5.6"
4.4"
4 4"
16.0"
16.0"
16.0"
16.0"
16.0"
#14 x 1 -1/2" THREAD .
PENETR. WOOD SCREW
Tcap (lb) = 234.00
Vcao (Ib) = 96.74
39
45
55
65
72
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.E
14.2"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
7116" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (lb) = 231.50
VC-2C tib) = 232.50
39
45
55
65
16.0"
16.0'
11.7"
6.8"
16.0"
16.0"
16.0"
15.5"
14.0"
8.0"
5.5"
3.6"
16.0"
14.2"
11.7"
10.3"
10 3"
�'( INS ";(..";UNT = , =NE_S. T .R.-^ -= MOUNT)
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
2.0" EDGE
DISTANCE ( \.
EXIST.
STRUCT.
ANCHOR
,1/4"
LOAD
(psf)
SPANS UP TO '
5.50 ft
CONN TYPE
C7 C8
SPANS UP TO'
8.67 ft
CONN TYPE
C7 C8
CONCRETE
x 1 -3/4" EMBED
39
16.0"
15.3"
13.6"
9.7"
ELCO TAPCON
45
16.0"
13.2"
11.8"
8.4"
(MIN 3320 PSI CONC)
55
15.2"
10.8"
9.6"
6.9"
Tcap (Ib) = 386.40
65
12.9"
9.2"
8.5"
6.0"
Vcap (lb) = 380.00
72
11.6"
8.3"
8.5"
6.0"
1/4 "x7/8" EMBED
39
16.0"
16.0"
15.2"
10.8"
ALL - POINTS SOUD -SET
45
16.0"
14.7"
13.2"
9.3"
LEAD SHIELD ANCHOR *
55
16.0"
12.0"
10.8"
7.6"
Tcap (Ib) = 428
65
14.4"
10.2"
9.5"
6.7"
Vcao (Ib) = 429
72
13.0"
9.2"
9.5"
6.7"
1/4" x 2" EMBED
39
16.0"
11.6"
10.3"
7.4"
ELCO PANELMATE
45
14.1"
10.1"
8.9"
6.4"
(MIN 3350 PSI CONC) *
55
11.5"
8.2"
7.3"
5.2"
Tcap (lb) = 297.60
65
9.7"
7.0"
6.4"
4.6"
Vcap (Ib) = 282.50
72
8.8"
6.3"
6.4"
4.6"
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
39
12.6"
8.2" T
8.0"
5.2"
ELCO TAPCON
45
10.9"
7.1"
6.9"
4.5"
55
8.9"
5.8"
5.7"
3.7"
Tcap (Ib) = 174.00
65
7.5"
4.9"
5.0"
3.3"
Vcao (Ib) = 318.00
72
6.8"
4.5"
5.0"
3.3"
1/4 "x7/8" EMBED
39
16.0"
12.3"
10.4"
7.8"
ALL - POINTS SOLID -SET
45
14.2"
10.7"
9.0"
6.8"
LEAD SHIELD ANCHOR *
55
11.7"
8.7"
7.4"
5.5"
Tcap (Ib) = 358
65
9.9"
7.4"
6.5"
4.9"
Vcap (Ib) = 249
72
8.9"
6.7'
6.5"
4.9"
1/4" x 1 -1/4" EMBED
39
11.2"
8.0"
7.1"
5.1"
ELCO PANELMATE
45
9.7"
6.9"
6.2"
4.4"
*
55
7.9"
5.6"
5.0"
3.6"
Tcap (Ib) = 201.50
65
6.7"
4.8"
4.4"
3.2"
Vcao (Ib) = 198.50
72
6.1"
4.3"
4.4"
3.2"
1/4" x 2" THREAD
39
PENETR. LAG SCREW 45
55
Tcap (lb) = 359.53 65
Vcao (Ib) = 82.97 72
#14 x 1 -1 /2" THREAD 39
PENETR. W000 SCREW 45
55
Tcap (lb) = 234.00 65
Vcao (Ib) = 96.74 72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
7.7"
6.6"
5.4"
4.6"
4.1"
6.5"
5.7"
4.6"
3.9"
3.5"
6.2"
5.4"
3.7"
3.3"
T=2.X.X. ;.. 5ENMARCC. P=
a. - N
! a v N
W `l
�W z m
Z z IL s
W
W X Z x
mZ i. O LL
Zcf)
QZ
z
cri
f z
Lu
z >
4.9"
4.2"
3.4"
3.0"
3.0"
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
55
65
72
13.0"
11.2"
9.2"
7.8"
7.0"
9.2"
8.0"
6.5"
5.5.'
5.0"
8.2"
7.1"
5.8"
5.1"
5.1"
3.9"
3.4"
5.8"
5.1"
4 1"
3.7•'
3 7"
a !-%E E __C-- v_a°_:5 = -a-_\ - \_ <KCC: = -_E _ - -.. r - -a ❑ \nom __ -__-
_ �_ r- \ --� C
_ \.� ._.. - -• "• \...::CC' -' � - ❑...[ --_ _ .-• =-. � __ _ _c_c =.^.�e -... .: _�= ' \mss^ 5-
Apprcn :�:;_: •; -.. %-
Florida
Date fr.
NOAl1 G - `"C . a
Miami D.°tia s : �•^•s -ie ..0741
JlY°Sa''Qi� / / ,
Z./15iONS
•
Bha -;',
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT 4-7
7
305- 795 -2204
Buildi ! g In pection Request
Date f
Type Insp'n
Permit No. dp®o3 ,S4,5
Name
Address
Company
Phone #
Inspection Date
ova 6e..0-40.1.7-/y /
Approved
Correction
Re- Insp'n Fee
Miami Shores Village
Building Department
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building Electric
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. ? �.D- 2
Master Permit No. BP 7z03 tk
Mechanical Roofing
Owner's Name (Fee Simple Titleholder) \ I c o _- ( b Phone # SOS- '7 ! 4
Owner's Address ,(7 /`l (113 1 co t
City k.A.94141 1 State Zip S31 0
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 1 .cc 44`4 e iNccArve A/ 0
City Miami Shores Village County Miami -Dade Zip 1.34e5
Is Building Historically Designated YES NO
Contractor's Company Name S ` Q.--0 vy) % Yl ( Phone # 3O Pr&5 (o Z 2, 3
Contractor's Address Z ' W ee, 2 s
City k.� State `4 Zip S `?,O
Qualifier 60 s
Architect/Engineer's Name (if applicable) - Phone #
Architect/Engineer's Address
City '' State Zip
$ Value of Work For this Permit `2- OOH Square Footage Of Work:
Number of: Bays
Type of Work: ❑Addition
Describe Work:
Stories Families Bedrooms Baths
DAlteration
ew
❑ Repair/Replace ❑ Demolition
County Escrow Fee $ v Permit Fee $ 'A
Notary $ 5.00
Education/Training Fee $ Tech $ Scanning $ Radon $
Bond $ Struct. $ OCT 2 4 PAID
Minus Plans Check Fee $ Total Fee Now Due $ o& j) (Continued on opposite side)
Code Enforcement $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
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 FT.F,CTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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
er or Agent
The foregoing instrument was acknowledged before me this
day of ,20__,by
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print
Contractor
The foregoing instrument was acknowledged before me this27
day of 20 0 by XLY OD IC ` -
who is personally known to me or who has produced DVL.10 Y
as identification and who did take an oath.
My Commission Expires:
My Commission Expires:
***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
(Certificate of Competency Holder)
State Certificate or Registration No. C FCA 37 11
1
**** * ** * * * * * * *i * * * * * * * * * * * * * * * * *;'# *i * * ** / * * * **
APPLICATION APPROVED BY:
Chc7J7 /o3
Certificate of Competency No.
********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning
ADDENDUM TO BUILDING PERMIT APPLICATION
:AN APPLICAfIONFOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B.
OBTAINED, THE OWNER' S. NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.)
PLUMBING
ELECTRICAL
MECHANICAL
ITEM
3ATH TUB
UNIT
Q.
FEE
ITEM
SWITCH OUTLETS
UNIT
FEE
'ITEM
SPACE HEATERS
UNIT
FEE
3IDET
1
LIGHT OUTLETS
CENTRAL. HEATING
3ISHWASHER
1
RECEPTACLES
A/C (WIND)
DISPOSAL
1
SERVICE TEMPORARY
A/C (CENTRAL)
DRINKING FOUNTAIN
SERVICE SIZE IN AMPS
DUCT WORK
FLOOR DRAIN
SERVICE REPAIR/METER CHANGE
REFRIGERATION
GREASE TRAP
APPLIANCE OUTLETS
PROCESS AND PRESS PIPING
INTERCEPTOR
RANGE TOP
UNDERGROUND TANKS
LAVATORY
(
OVEN
ABOVE GROUND TANKS
LAUNDRY TRAY
i
WATER HEATER
U.F. PRESSURE VESSELS
CLOTHES WASHER
1
MOTORS 0- 1 HP
STEAM BOILERS
SHOWER
1
MOTORS OVER 1- 3 hP
HOT WATER BOILERS
SINK, POT /3 CCM'.
MOTORS OVER 3- 5 HP
MECHANICAL VENTILATION
SINK, RESIDENCE
1
MOTORS OVER 5- 8 HP
TRANSPORTING ASSEMBLIES
SINK, SLOP
MOTORS OVER 8- 10 HP
ELEVATORS/ESCALATORS
TEMPORARY WATER CLOSET
MOTORS OVER 10- 25 hP
FIRE SPRINKLER SYSTEMS
URINAL
MOTORS OVER 25-100 HP
COOLING TOWERS
WATER CLOSET
S
MOTORS OVER 100 HP
VIOLATION
INDIRECTWASTES
A/C WINDOW
REINSPECTION
WATER SUPPLY TO:
AIR CONDITIONERS
•
A/C UNIT
STRIP HEATER
FIRE SPRINKLER
GENERATORS TRANSFORMERS
•
'HEATER -NEW INST.
2
GENERATORS TRANSFORMERS
HEATER - REPLACE
GENERATORS TRANSFORMERS
LAWN SPRINKLER -WELL
SPECIAL PURPOSE
SWIMMING POOL
OUTLETS COMMERCIAL
WATER SERVICE
j
SIGN TUBES
SEWER CONNECTIONS
SIGN TRANSFORMERS
UTILITY -SEWER
SIGN TIME CLOCK
UTILITY -WATER
FIXTURES
SEPTIC TANK
ANTENNA .
RELAY
TELEVISION OUTLETS
DRAINFIELO, 4'.TILE/RES.
VIOLATION
PUMP & ABANDON SEPTIC. TANK -.
RE I NSPECT I ON
SOAKAGE PIT CU. FT.
clip BASIN
DI GE WELL
---
DOMESTIC WELL
AREA DRAIN
1----
ROOF t
.INLET
SOLAR WATER HEATER
FIRE STANDPIPE
POOL PIPING
•
LAWN SPRINKLER SYSTEM
GAS RANGE
METER SET (GAS)
GAS PIPING
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305 - 795 -22O
�3ui? •, ng r ection Request. 6)2
A
I `�
Type Insp'n
? rrnit o.
Name i
Addross
Company
Phone #
'Ablution T_ tt
Approved
Correction
Reflnsp'n Fon
S >- 2 3 2003
Miami Shores Village lqf�v
Building Department
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building Electrical Plumbing
Owner's Name (Fee Simple Titleholder) ` .1 AZ- C . s f Phone #
Owner's Address be t1 !DON. STRZer-
City . NI1 I State
Tenant/Lessee Name
0 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
-2O3-
-
Permit No. /-t
Master Permit No. EP a 11 4/8
Roofing
50c' 0 ?313r
Zip ' 5 '51 S-0
Phone #
Job Address (where the work is being done) 1 O2 /4 aS 'A/6 Bu I0
City Miami Shores Village County Miami -Dade Zip 1 A e
Is Building Historically Designated YES NO
Contractor's Company Name
Contractor's Address
City �!i h
Qualifier C -
Phone #
State. " Zip
Architect/Engineer's Name (if applicable) . Phone #
Architect/Engineer's Address
City State Zip
$ Value of Work For this Permit �— - Square Footage Of Work:
Number of: Bays Stories Families Bedrooms Baths
Type of Work: ❑Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition
Describe Work: 1
*, ** * *** * * *** * * **********Fees*************** ** * *** * ** * ****
County Escrow Fee ,; kA . Permit Fee $ /f2
Notary $
Education/Training ee $ Tech $ Scanning $ Radon $
Code Enforcement $ Bond $ Struct. $
Minus Plans Check Fee $ Total Fee Now Due $ 1 4.7 + 0 0
(Continued on opposite side)
can sga.5 i9nwvnr 130.0D Ck, 58z
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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."
Zip
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
Owner or Agent
The foregoing instrument was acknowledged before me this
day of ,20__,by
who is personally known to me or who has produced
NOTARY PUBLIC:
Sign:
Print
As identification and who did take an oath.
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of Seer-- , 201!, by
who is personally known to me or who has produced
'l�q
as identifica •-°
_,� ommiss,on #DD231984'�
NOTARY P : L C: I Qc E
xpires: Jul 13,223
3, 2007
n ed`Iitru
l ( '•tringr
My Commission Expires: My Commission Expires:
* *** * *** ** * * *** * *** ter+ *** ** r***** *, * * ** * ** ** art * * ********* *** **** * ** *** ** ter** *** * * * * * * * ** * * ** * * * *** * ****
(Certificate of Competency Holder)
State Certificate or Registration No. ! r °- Certificate of Competency Na.
************** 4************************************** 11g*********************** * * * * * * * * * * * ** * * * * * * * * * * * * * *s * **
@
APPLICATION APPROVED BY:
chc7/7/03
.P 7; /1‘, Plans Examiner
e re
Engineer
Zoning
ADDENDUM TO BUILDING PERMIT APPLICATION
AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B.
OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.)
PLUMBING
ELECTRICAL
MECHANICAL
ITEM
TUB
UNIT
FEE
ITEM UNIT
SWITCH OUTLETS
FEE
'
ITEM UNIT
SPACE HEATERS
FEE
BATH
LIGHT OUTLETS
CENTRAL HEATING -' //f;:
310E7
RECEPTACLES
A/C (WIND)
3ISITY(ASHER
]ISPOSAL
SERVICE TEMPORARY
� -A/C
(CENTRAL) L;� '7e
FOUNTAIN
SERVICE SIZE IN AMPS
�
DUCT WORK _=:> f,'
DRINKING
SERVICE REPAIR/METER CHANGE
REFRIGERATION
DRAIN
FLOOR
APPLIANCE OUTLETS
PROCESS AND PRESS PIPING
GREASE TRAP
INTERCEPTOR
RANGE TOP
UNDERGROUND TANKS
LAVATORY
OVEN
ABOVE GROUND TANKS
LAUNDRY TRAY
WATER HEATER
U.F. PRESSURE VESSELS
CLOTHES WASHER
MOTORS 0- 1 If
STEAM BOILERS
SHOWER
MOTORS OVER 1- 3 HP
HOT WATER BOILERS
SINK, POT /3 COMP.
MOTCRS OVER 3- 5 HP
MECHANICAL VENTILATION
SINK, RESIDENCE
MOTORS OVER 5- 8 HP
TRANSPORTING ASSEMBLIES
SINK, SLOP
MOTORS OVER 8- 10 IP
ELEVATORS/ESCALATORS
TEMPORARY WATER CLOSET
MOTORS OVER 10- 25 HP
FIRE SPRINKLER 'SYSTEMS
URINAL
MOTORS OVER 25-100 HP "
COOLING TOWERS
WATER CLOSET
-
MOTORS OVER 100 HP
VIOLATION
INDIRECT - WASTES.
'A/C WINDOW
REINSPECTION
WATER SUPPLY TO:
AIR CONDITIONERS
A/C UNIT
STRIP HEATER
FIRE SPRINKLER
GENERATORS TRANSFORMERS
•
HEATER -NEW INST.
GENERATORS TRANSFORMERS
HEATER - REPLACE
GENERATORS TRANSFORMERS
LAWN SPRINKLER -WELL
SPECIAL PURPOSE
_
•
SWIM!dING POOL
OUTLETS COMMERCIAL
WATER SERVICE
SIGN TIRES
SEWER CONNECTIONS
_
SIGN TRANSFORMERS
,
UTILITY -SEWER
SIGN TIME CLOCK
UTILITY - WATER "
FIXTURES
SEPTIC TANK
•
ANTENNA
RELAY ...
TELEVISION OUTLETS
DRAINFIELD, 4" TILE/RES.
VIOLATION
PUMP & ABANDON SEPTIC TANK
REINSPECTION
SOAKAGE PIT CU. FT.
CATCH BASIN
DISCHARGE WELL
DOMESTIC WELL
AREA DRAIN
ROOF INLET
SOLAR WATER HEATER`
__
FIRE STANDPIPE
POOL PIPING
•
LAWN SPRINKLER SYSTEM
GAS RANGE
_
METER SET (GAS)
GAS PIPING
Miami Shores Village
Sec. 6 -3 Air Conditioning Regulations.
(a) All individual air conditioning units installed in walls or windows shall be securely anchored
to the walls by approved methods. Units installed over public property, paths of egress or more
than tea (10) feet above grade shall be secured to the structure by bolts or screws to resist horizontal
wind loads. Such units cantilevering more than eight (8) inches on the exterior of a building shall
be meted by steel angle brackets secured by bolting. Bolts to masonry shall be set in lead shields
or similarly rot - resistant fastenings.
(b) The following special requirements shall apply to the control and regulation of noise nuisance
from air conditioning machinery.
(1) All equipment, existing or hereafter installed, regardless of location, shall be
maintained in good working order. Equipment so located that normal operating
noises create a nuisance to adjacent owners or occupants shall be provided with
soundproofing, or sound- absorbing baffels, or enclosures, as apprbveclto insure
maintenance of a reasonable noise level. -
(2) All equipment on outer walls, on roofs, orin the other exposed locations, which are
undulynoisy, and which causes valid complaints from adjoining property owners or
occupants may be required to be relocated, redesigned and/or enclosed in noise-
retarding materials when, in the opinion of the building official, such enclosure is
necessary or would be effective.
(3)
Special consideration shall be given to the planning of all future installations to
minimise the noise nuisance to adjoining property owners or occupants and the
building official shall have authority to reject or require the redesign of any system
which, in his opinion, would cause such a noise nuisance.
(c) Violation of this section shall be punished as is now or may hereafter be provided by law
(Ord. No. 299, Sec. 1 -3, 2- 21 -61).
I have read the above ordinance and will comply with the regulations thereof
owner /signature Contractor Signature
I have read the above ordinance and will comply with the regulations thereof.
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305 -795 -2204 A10
Budding Inspection Request
Dat
Type Insp'n
Permit No.
Name U
Address
Company
Phone #
Inspection Date
1
Approved
Correction
Re- Insp'n Fee
Miami Shores Village *Sx,/__ - poo
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2001
Permit No. 1oS
ster Permit No.
Permit Type (circle): Building ectrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) , Phone #
Owner's Address /O55
City &wee° y� State
Zip 33/3?
Tenant/Lessee Name Phone #
Job Address (where the work is being done) AL i2
City Miami Shores Village County Miami -Dade Zip ,,,/'3j'
Is Building Historically Designated YES NO
Contractor's Company Name
Contractor's % ddress 77 7 ) �
/
Cityu State Zip
Qualifier•
` e;I • Phone # (o
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Pe
Type of Work: ❑Addition
Describe Work:
(0 "euzei
A/) deette49-
❑Alteration
❑New
Square Footage Of Work:
❑ Repair/Replace
❑ Demolition
Submittal Fee $ Permit Fee $ CCF $ CO /CC
Notary $ Training/Education Fee $ Technology Fee $
Scanning $
Radon $ Zoning Bond $
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $
(Continued on opposite side)
Bonding Company's Name (it applicable)
Bonding Company's Address
City
Zu
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 ThWROVEMENTS 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 de • 're' o the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commence it the job site
for the first inspection which occurs seven (7) days after the building permit is .issued. In th abs nce o % r ch po ed notice, the
inspection will not be a, , oved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this �. The foregoi
day of . - 20, by , day of
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
a-tii- 6zvi7
� 4/1
Contractor
instrument was acknowledged before me thi
20�i by
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC: f�
Sign: 12- . Ofit--6)z-e_
Print:
Leo Alba Gaona
My Commissio# �1 y Commission 00224106 My Commission Expires:
11Ay Commission DD'�`
(Certificate of Competency Holder) boa Expires July 26 2007
State Certificate or Registration No. Certificate of Competency No.
* * * * * * * **
******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
Cho 12/15/03
* * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
T/, 7
* **
Plans Examiner
Engineer
Zoning
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT °� Q.
305 - 795 -2204 ,��
Building Inspection Request
Date \ c'%-' ' �®�
Type Insp'n Q 0C " A Ned
Permit No. CC 1 S L _ _
Name
Address
Company
Phone #
alt
C) NNE 3i 5ulLivtk,
Inspection Date
Correction
Re- Insp'n Fee
c=:? 7re t'a
Miami Shores Village
ilding Department
SEP 1 9 2003
BUILDING
PERMIT APPLICATION
FBC 2001
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. s3p —
Master Permit No. ,
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) \I1 e Phone # ire-71 01
Owner's Address Q7S ^1(313 i 44" STWEr-
City Q.tk.4 1 State 1(._ Zip !'3t
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 1 —S ME iSCAN/A/ b b
City Miami Shores Village County Miami -Dade Zip 33 @ 3
Is Building Historically Designated YES NO
Contractor's Company Name
T l i� f�i
� ) % L CO( Phone # (D5 ( o 5 -2 S
Contractor's Address Lt- s € 10 Lore f
City 'N-( i �'G. h L II State FL Zip 1 `�
Qualifier �� L Lam
(a re) - tC ®
Architect/Engineer's Name (if applicable)
Architect/Engineer's Address
City "N-
$ Value of Work For this Permit t' i°
- Phone #
State Zip
Square Footage Of Work:
VD()
Number of Bays Stories Families Bedrooms Baths
[] Repair/Replace ° Demolition
--E--( 1e 64043-1-
Type of Work: °Addition °Alteration
- Describe Work: 13 ev ru --1-t an
Corr tt le
* * * * * * * * * * * * * * * * * * * * * * * * * * **
ees * * * *,* ***** * * * * *** ** * ****** * * **
County Escrow Fee Permit Fee :` Notary $
Education/Training Fee $ Tech $ Scanning $ Radon $
Code Enforcement $ Bond $ Struct. $
Minus Plans Check Fee $ Total Fee Now Due $
(Continued on opposite side)
Thccl 33o-co c .Q
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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."
Zip
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 approv , and a reinspection fee will be charged.
Signature
Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this r The foregoing instrument was acknowledged before me this LZ
day of5� rnhe 20b 3 by , day of teiv4w, 20 °"by
who is personally known to me or who has produced who is personally known to me or who has produced
as identification and who did take an oath.
As identification and who did take an oath.
NOTARY ttII ' LI NOTARY PUBLI
Sign: WI ,,`t (V ,��O Sign:.
Print: 00 •�nIL1 /1 °' " �r•.i �' r Sttllfi+ ns '
�t. Print: t�51� . ! Florigc
My Commission .' P F pP•�' Coin 2007
Y i,,,r., rhtssiort # DD228a65 My Commissi eor •n 002284455 17
** **iriririr9kie4rAMHefY�ir r *irin4'gr
Bonded • ;•i <.�r ..,.. * 3inttl r�U�Trieitir�Tr�k& tY�ir7tt, r9rf, r, riir4riri4t�inkink *iit�Tr4ie�U,k�te * ..to /Nokoy
(Ce c to of Competency Holder)
State Certificate or Registration No. CO C 05%11 2-
Certificate of Competency No. CC (5 2d? L
############# fF############# t#+ Y****r*fr f*r*.r.rirr•a.*.* .. y 1
t
APPLICATION APPROVED BY:
Chc7/7ro3
OCT 2 3 2003 Plans Examiner
Engineer
Zoning.
Miami Shores Village
• Building Department
. . •
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Telq305) 795.2204
Fax: (305) 756.8972
• ; Perniit No:
• • Jolii%tatile •
BUILDING CRITIQUE SHEET
High Velocity Hurricane Zone Uniform Permit Application Form
'Section A (General Information)
Master Permit No. BP 2tOB (1 LN
Process No.
Contractor's Name ACEBO ROOFING CORP
Job Address 107-55 NF Vd
❑ Low Slope
❑ Asphaltic
Shingles
ROOF CATEGORY
❑ Mechanically Fastened Tile L .Mortar /Adhesive Set Tile
❑ Metal,Panel /Shingles ❑ Wood Shingles /Shakes
❑ Prescriptive BUR -RAS 150
ROOF TYPE
New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
((oOO 0C-D
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, 'overflow
scuppers and verflow drains. Include dimensio s of sections and levels, clearly
identify dimens a she zones an location of parapets.
2-
Florida Building Code Edition 2002
Hi +h Veloci Hurricane Zone Uniform Permit A,•Iication Form.
Se! ction D (Steep Sloped Roof System)
\\ II
Roof System Manufacturer: (nicr i 1 %\C c.ci\i 1(*) S
Notice of Acceptance Number: b2.- 1205 07
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: 3.22- P2: (P - 19 P3: (�o -
Maximum Design Pressure
(From the NOA Specific _System) :_ 2-q
3Y
Method of tile. attachment: Pi 01/4.1- fCGnn
Roof Slope:
: 12
Steep Sloped Roof Sys Description
Deck Type:
wed
ype Underlayment:
Insulation:
Fire Barrier:
n
Ridge Ventilation?
iPt
Fastener Type & Spacing:
Adhesive Type:
I'14 Kis bt., LCIADJ
1 5) B T )c kill in
field.
-\ CY) rW -E- T4pe IBC
ype Cap Sheet:
Mean Roof Height:
-N-qo
Roof Covering:
c
Type & Size Drip
2(2 Gauge_ e*3ECkve Pr 4p
Iva 1�%5 4'roC
dge:
Florida Building Code Edition 2002
Hi9h Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method I or 2. Compared the values
for Mrwith the values from M. If the MI' values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
, Method 1 "Moment Based Tie Calculations Per RAS 127"
(P1: 9 5 ' ‘x o259 = two _mg: g.4-(4 .Nt„ 3.22- NOA
(r2: xx-5757.-- Pieta- Mg: q.,44 =ma ite. lei NOA mir 2-4.3
(P3: Cf 1 xo.ZS1 = 2-LM3) -Mg: 4t.J = Ma )t,. ( 9 NoA
Method 2 "Simplified Tile Calculation Per Table Beim"
Required Moment of Resistance (Mr) .From Table Below NOA Mf
M, Required Moment Resistance* •
Mean Roof Height --fit.
Roof Slope 49.
15'
20'
25'
30'
40'
212
34.4
36.5
38.2
. 39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
324
7:12
24.4
25.9
27.1
28.2
30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the
values for F. If the F' values are greater than or equal to the Fr values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
w: ) - x cos = NOA F'
(P2: x I: = x w: = )- W: x cos 9: = Fa: NOA F'
(P3: x I: w: = ) - w: x cos 0: = Fr3: NOA F
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7
Mean Roof Height
11
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplier
X.
NOA
Restoring Moment due to Gravity
Mg
Mr
NOA
NOA
Attachment Resistance
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F
NOA
Required Uplift Resistance
F.
Calculated
Average Tile Weight
W
NOA
Tile Dimensions
I= length
ve-.- width
NOA
All calculations must be submined to the Buildin L Official at the time of .errrat a.. licauor,.
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS .
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter.
15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for
roofing system installations. Additionally, the following items should be addressed as part the agreement
between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been
expl • a ed.
1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High, Velocity Hurricane
Zone) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship
pro 'sions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be ddressed as part of the agreement between the owner and the contractor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
ren iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
B =`; ;ing Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
r should notify the occupants of adjacent units of roofmg work to be performed.
4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
opti =, of maintaining this appearance.
5. Ponding Water: The current roof system and/or deck of the building may not drain well and may
ca = water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofmg system. Ponding-conditions may not be evident until the
o :
• al roofmg system is removed. Ponding conditions should be corrected.
■,, 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
o `e loaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
ti acct , r ance with the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
int nor the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
0%aeaaaa.ma Swiss ea.m®..woat 9se8splremplTaopunq bter.t inkacnaesumoicusAnnu6cnort uu014oe
ontractor's Signature
r SEP 16 2003 14:35 FR BRADCO SUPPLIES
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Monier Lifetile, LLC
135 NW 2010 Street
Boca Raton, lilt. 33431
SCOPE:
305 5979484 TO 30568755226 P.01/09
MIAMI -DADE COIJffy, FLORIDA
METRO -DADE FLACLER BUILDING
1411 WEST FLACt.ER STREET, SUITE 1603
MIAMI, FLORIDA 3)130 -1563
(305) 575 =2901 FAX (305) 375 -2905
This. NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dodo' 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 Mianii-Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Mianii Dadc County) reserve the right to
have this product or material tested for quality assurance purposes. If (his 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. RORA reserves the right
to ervokc this acceptance, if it is determined by Miami -Dade County Product Control Division that this product er
material faits to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of thc Florida Building Code.
DESCRIPTION: Spanish 'S' Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein,
RENEWAL of this NQA shall be considered after a rcncwal 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 this 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 of NiA.
ADVERTISEMENT; The NOA number preceded by the words Miami =Dada 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 consists of pages 1 through 5.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No.; 024205.07
Expiration Data 0ilU7141E
Approval Date.O((Q7/0B
race 1 of 5
' SEP 16 2003 14:36 FR BRADCO SUPPLIES
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
Roofing
High Profile Roofing Tiles
Concrete
305 5979484 TO 3056875526 P.02/89
1. SCOPE
This renews a system using Monier Lifctile Spanish `S'Concrete Roof Tile, as manufactured
Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code does not exceed the
design pressure values obtained by calculations in compliance with RAS 127 using the values
listed in section 4 herein. The attachment calculations shalt be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
)Monier Lifetile
Spanish 'S' Tile
Trim Pieces
Test
Dimensions Specifications
1 =18"
w = 10 i/s°
min. 34" thick
1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Asencv
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Product
Description
PA 112 High profile, interlocking, one - piece, 'S'
shaped, high- pressure extruded concrete roof
tile equipped with two nail holes. For direct
deck nail -on, monar set or adhesive set
applications.
PA 112 Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test identifier
7161 -03
Appendix III
7161 -03
Appendix II
P0647 -01
P0402
94 -084
94 -083
25- 7183 -4
Test Name/Report
Static Uplift Testing
PA 102 & PA 102(A)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Static Uplift Testing
PA 101 (Mortar Set)
Static Uplift Testing
PA 101 (Adhesive Set)
Static Uplift Testing
PA 102 (2 Quik -Drive Screws,
Direct Deck)
Date
Dec. 1991
Dec. 1991
Aug. 1994
Sept. 1993
May 1994
April 1994
Feb. 1995
NOA No.: 02- 1205.07
Expiradota Date: 01/02/08
Approval Date:01 /02/x3
Page 2 of 5
SEP 16 2003 14:36 FR BRADCD SUPPLIES
Test_Aese_nev
The Center for Applied
Engineering, Inc.
Redland Technologies
The Center for Applied
Engineering, Inc. .
Professional Scrvice
Industries, Inc.
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
=Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
3. LIMITATIONS
Test Identifier
25- 7214 -3
305 5979484 TO 3056875526
Letter Dated Aug. 1, 1994
Project No. 307025
Test #MDC -78
224 -47099
520111 -3
520191-2-1
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
Test Name/Report
Static Uplift Testing
PA 102 (1 Quik -Drive Screw,
Direct Deck)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Driven Rain
PA 100
Physical Properties
PA 112
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
25 -7183
Aerodynamic Multipliers
Two Patty Adhesive Sc t System
P.03/09
T]nte
March. 1995
Aug. 1994
Oct. 1994
Sept. 1994
Dcc. 1998
March 1999
March 1999
February 1996
April 1996
December
1996
March 1995
April 1999
April 1999
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with RAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to
thc Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by thc underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
3.7 May be installed on slopes 7:12 and greater.
4. INSTALLATION
4.1 Monier Lifetile Spanish 'S' Concrete Roof Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS 118, RAS 119. and RAS 120.
4.2 Data For Attachment Calculations
NOA No.: 024205.07
Expiration Date: 01/02/08
Approval Dnte:01 /02103
Page 3 of 5
- SEP 16 2003 14:36 FR BRADCO SUPPLIES
305 5979484 TO 3056875526 P.04.'09
Table 1: Average Weight (W) and Dimensions (1 x w)
Tile Profile
Weight-W (Ibf)
Length-I (ft)
WIdth-w (ft)
Monier Lifetile Spanish '5 Tile
9.64
1.5
0.865
Table 2: Aerod namic Mul i. tiers - X ft
Tile
,Profile
A. (ft
Direct Deck Application ,
Monier Lifetile Spanish 'S' Tile
0.259
Table 3: Restoring Moments due to
Gravity
- Moift-lbf)
6..:12..
7":12" or
greater
Tile
Profile
3.1:12,.
4":12"
5":12"
Monier Lifetile
Spanish 'S' Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
N/A
8.51
N/A
8.44
N/A
8.27
N/A
8.07
N/A
7.87
Table 4: Attachment Resistance Expressed as a Moment - MI (ft-Ibf)
for Nail-On Systems
Fastener Type Direct Deck
(min 15/32"
plywood)
Tile
Profile
Monier Lifetile Spanish 'S'
Tile
2-10d Ring Shank Nails
1-10d Smooth or Screw
Shank Nail
2-10d Smooth or Screw
Shank Nails
28.6
Direct Deck
(min. 19132"
plywood)
5.1
6.9
41.2
6.8
9.2
1 .#8 Screw
2 .#8 Screws
1-10d Smooth or Screw
Shank Nail (Field Clip)
1-10d Smooth or Screw
Shank Nail (Eave Cjipj_
2-10d Smooth or Screw
Shank Nails (Field Clip)
2-10d Smooth ar Screw
Shank Nails Eave Cli.
20.7
43.2
23.1
29.3
27.6
20.7
43.2
23.1
29.3
27.6
38.1
38.1
Table 5: Attachment Resistance Expressed as a Moment Me (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Monier Llfetlle S anish 'S' Tile
1 See manufactures component approval for Installation requirements.
2 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Polyfoam Product. Inc. Average weight per patty 8..grams.
Adhesive
Minimum Attachment
Resistance
29,32
Now No.: 02-1205.07
Expiration Date: 01/02/08
Approval Date:01/07./03
Page 4 of 5
SEP 16 2003 14 :37 FR BRADCO SUPPLIES
305 5979484 TO 3056875526 P.05/09
Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile Application
Tile
Profile
Monier Llfetile Spanish °S'
Minimum Attachment
Resistance
Polyfoam Poly Prom 66.5'
Tile Pol oam PolyProm, 38.7;
3 Large raaddy placement of 63ararns of PoiyPro "'.
4 Medium paddyplacement of 24grams of PolyPro'l.
Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Resistance
Monier Lifetile Spanish 'S' Tile
Mortar Set
24.5
5. LABELING
All dies shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami -Dade County Product Control Approved ".
BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building
code in order to properly evaluate the installation of this system.
PROFILE DRAWINGS
NAIL HOLES
MONIER LIFETILE SPANISH 'S' CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA PIo.: 02- 1205.07
Expiration Date: 01loz/0a
Approval Date:01/01/03
Page 5of5
4
ru t•. G•1 GUU.] 1J•de. rr
hi i[iftoE
•
tlt<HJA.0 �ut'YL t t5
10/23/03 03 :01pm P. 001
iki5 :.3 79484 TO 3056875526 P.01/08
MIAMI -DADE COUNTY, FLORIDA
METRO-DADE FLAGLER 13U1LD(NQ
PRODUCT CONTROL NOTICE OF ACCEPTANCE
• fosyfii;tm Products, Inc.
2400 Spring- Stucbncr Read
Spring ,TX 77383 -1132
Your_applicatirm for Notice of Acceptance (NOA) of
Two Campu.nent-- Paiyuretlhcae Fosixn Adhe ve
under Chapter 8 of the Code of Miami -Dade County governing the use o(Alternate Materials said Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
rit1ILAINiC CODE COA1PLL NCE OFFICE
METRO- orlon r.LAG$.rR t;vu.ptNG
1.111 %VEST AGI.EA STRtsl: r, SUITE !MD
Mtr�bll. r1.01(11)A 33130.1563
(305) 375_`141 1=rt\ ()i13) )75.2vox
coriraM. ron i.Irt:NNINC Sl:r: riUN
(305137f -1527 FAX (30SI37s -25ss
corsrric ACrog t:.stl OnC►:1terrr D (vistoN
(3USI37S- 2:346IAX (3US) 77S•29n
1"itODUCr Coy rrttOI. of vaster.;
(3us))75-27D rtx(30;137' -6339
The expense of such testing will be incurred by the monu(,tcturcr.
ACCEPTANCE NO.: 01.4 52
EX1'IRESS:: p4 /I0/2006 •
Raul Rodrigcrr.
ChicF Product Control Division
TI•ITS IS THE CoVERSr1EET, , EE ADDITIONAL PAGES FOR SPECiFIC ANT) Ci?Ni:RAL
corm ITiONS
BUILDING CODE Ac PRODUCT REViEW COMMITTEE
This application for Product Approval has been revte'vcd by the BCCO and approved by the Building
Cede and Product Review Committee to be used iii 1Vliami -Dade County, -Florida under the conditions set
forth above.
APPROVED: 06/I4/2001
1(s0ium npc2000((tarnpair.slnoecn zeccomm order pagydo:
Internet ntisil address: postma.vtur@huiltlingrodronflne.com
vneN
Francisco .1. Quintana. R.A.
Director
Miami -111de County
l3t'ilding Code Compliance Office
1. Hon:cp :go: ltitp://www.buildincedbottlinc.tom
-tw• nen any rout A.-11? .••, nn .rn •y-
.nu,v.nirnannwr anonvi.,nt
•
Mrm G`i CY,u..., 1 J • tG r•!l ORM:t.0 .JI-1. 1 1.. 1 LJ
Prayfoarn Products. nc.
• ROOT:W. 'd .ASSEMBLY APPROVAL
C::.txr ni-v: • Roofing
Sub- Catcgnr. v Roof Tile Adhesive
Materials: PolyuretImac
10123103 01:27pm P. 002
I U JU JUV 1 ✓..t.J 1 . ut Uv
ACCEPTANCE No.: 01- 0521.02
Approval Date: June 14, 2001
expiration Date: Mae 10, 200G
SCOPE
This approves Polypro® All1t60'tts manufactured by Polyfotun Products, Inc. as
described in Section 2 of this Notice ofAcceptance. Cor the locations where the design
pressure requirements, as determined by applicable building code, does not exceed the
design pressure values obtained by calculations in compliance with Roofing Application
Standard R.A.S 127, for use with approved flat, low, and high profile roof tiles system using
Polypr ot9 AH 160. Where the attachment calculations are done as a moment based system
for single patty placement, and as An uplift based system for double patsy systems
2. PRODUCT DESCRIPTION
Manufnetured by
Applicant
Polypro® A1W1160
Foam pro® RTF 1 000
ProPacktns 30 & 100
Dimensions
NIA
N/A
N/A
Test
Speci (ic t tines
PA 101
Product
Description
Two component
. polyurethane
Dispensing Equipment
Dispensing Equipment
2.1 Components or products nnanufacturcd by others:
Any Miami-Dade County Product Control Accepted Roof Tile Apst:rnbly having a current NOA
which list uplift resistance values with the use of Polypro A11160 roof tilt: adhesive.
2.2 Typical Physical Properties:
Property
Density
Compressive
Strength
Tensile Strength
Water Absorption
Moisture Vapor
Transmission
Dimensional
Stability
r. nn tai
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
Results
1.6 lbsJft.'
18 P51 parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel la rise
0.08 Lbsift2
3.1 Pcrnt /Inch
4-0.07% Volume Change 0 -400 F.. 2
weeks
• {6.0% Volume Charier: (�
!tumidity. 2 weeks
••10T•rinnetnyi rwn.T••1n1
Frank Zutoagz.1&RC
Product Control Examiner
t-1rr 44 GUE/J J.J•GJ rm DMMVUU JurrLLCJ
10/23/03 01:27pm P. 003
JEJJ J7 1 7404 1U .)I J..)00 1 JJ40 r • CJ.J' t$
Palvfnam Products, inc. ACCEPTANCE No.: 01- 0521.02
Note: The physical properties listed above are presented as typical average values ns determined by
accepted ASTM test methods and arc subject to normal mautufactueing variation.
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile
Assembly for lire rating.
3.2 PolyprotD Al-1160 shall solely be used with slat, low, & high tile profiles.
3.3 Minimum underlayments shall be in compliance with the Rooting Application
Standard RAS 120.
3.4 RoofTile manufactures acquiring acceptance for the use of Polypro® AH 160 roof
tile adhesive with their rile assemblies shall test to accordance with PA 101.
3.5 RoofTile manufactures acquiring acceptance for two paddy placement with the
use of Polypro® AIR160 roof tile adhesive with their ate assemblies shalt test in
accordance with PA 101 and with section 10.4 as modified herein.
•
F'=
MS
4, INSTALLATrON
4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that
lists uplift resistance values with the use of Polypro® AH 160.
4.2 Polypro® AH 160 shall be applied in compliance with the Component Application
section and the corresponding Placement Details noted herein. The roof tilt
assembly's adhesive attachment with the use of Polypro® A11160 shall provide
suficieat attachment resistance, expressed as art uplift based system, to meet or exceed
the uplift resistance determined in compliance with Miami -Dade County Roofing
Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly •0A
4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in
accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc.
Polyprom AH160 Operating Instruction and Maintenance Booklet.
4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed
by Polytonal Products. Inc. Polyfoant Products Inc. shall supply a list of approved
applicators to the authority having jurisdiction.
4.5 Calibration ofthe Foampro® dispensing equipment is required before application of
any adhesive. The mix ratio between the "A" component and the "B" component shall
be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense tinier shall be set to
deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings
shall be approved.
4.6 Polypro® A14160 shall be applied with Foatnpro RTF1000 or ProPack® 30 St 100
dispensing equipment. only.
4.7 Polypro® A1-1160 shall not be exposed permanently to sunk"
3
•,t0T • rf AAfnV a
Fronk Zulo tga, RAC
Product Control Exo. tincr
0.11 L n �--. • .... . r -.. • �.. .. . ..
CAA%
H1-9 G4 Gt1003 1 J % G3 r t nmiu .0 Sl it'rL 1 t5
Polvtoani Products, Inc.
10/20/03 01:27pm P. 204
3UJ J7 f74ty4 IU JUJbG f sJGO r. U4rv_fi3
ACCCPTAN CIr No. 01-0521 02
4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3
minutes after Polyproe A1-1160 has been dispensed.
4.9 ?o(yproG A1-1160 placement and minimum patty weight shall be in accordance with
the 'Placement Details' herein. Ench generic the prorite requires the specific placement
noted herein.
Table 1: Adhesive Placement (tor Each Generic Tile Profile
TiheProalc
Placement
Detail
Single Paddy %Veit.ht
Milt. (grains)
Two PaJdy.Weigltt
per paddy Mitt.
/emus)
Flat, Low. High Profiles
ill
35
N/A
High Profile (2 Piece Barrel)
111
17 /side on cap and
34 /par:
NIA
Flat. Low. High Profiles
#2
24
N/A
Fiat, Low, High Profiles
03
g
5. LABELING
All Polyprodb AH160 containers shall comply with the Standard Conditions listed herein.
6. BUILDING PERMIT REQUIREMENTS
6.1 As required by the Building Official or applicable Building Code in order to
properly evaluate the installation of this system.
4
.•,ar .0.se.1nnir I r.+vn r.nn+
Frank Zuloaha, 121.0
Product Control Examiner
•
APR 24 22003 15:23 FR BRADCO SUPPLIES
polyfoaul Products, Inc.
10123103 01:27pm P. 003
305 5979484 TO 30568175526 P.05/08
ACCEPTANCE No.: 01-0521.02
ADHESIVE PLACEMENT DETAIL I
SINGLE PATTY
1)Masa1001l 1aahtd.otoxtdclt t7 mapPl)hf*lu
*4O11O leertst U cmiUUCI Wb IaO We ON
map dash a$$daa�j$ea
1) hee tike ta nd,tda de..% Plan adMJ.. tole.
1t t k flam coin tap al tone t1t.
ihoaawtl
at) la>.
'laataIngh$ladetonal
tro loam
al Is 2100
Mist to nt llt
Abel a magma awn. of
Omaha. Enawag aaa and al
wog co.etalat.1
Rata at an (be,
ESA dawn
(amts. chovnj
WeePad► Patti), la
UolWW
Pewit Mmut
edges at
Frank Zuloaga, ILItC
Product Control Examiner
•1n1r' et ••• r. ewer• mUt. ,tn.+ •
4APR 24 2003 15:24 FR BRADCO SUPPLIES
Poivfg:►m Prvc{oc1s. tuc.
10/23/03 01127pm P. 006
305 5979464 TO 3056875526 P.06/08
ACCEPTANCE No.: 01- 0521.02
ADHESIVE PLACEMENT DETAIL, 2
SINGLE PA rTY
kill Ihrouge pluuc cement
l.nnrBf
6
.10e-CTo+nnnv. mvn.rrnft,
Frank Zuloal , R1tC
Product Control examiner
enn Fd)
HM ea ctIldi 15;d4 1-1.< t3K1-112t...0 I tb
Pal fnt Inc
10l2S/OS 01127pm P. 007
t.i'f'-44134 I U .5103b137.d.b leT(/t$
ACCEPTANCE No. 01-0521.02
ADHESIVE PLACEHENT DETAIL, 3
001113LE PATTY
FOS through Pitts cement
Paddy
throve. Wel
Paddy
(under Illel
Single paddy
1n, under die
3 In.
Singh paddy on
Woe-
layman,
Single paddy
on tnp of Ilk
Eave course
2 in. /7 endives
sin paddy save
Faseto cows) ‘pgy
NaH thfough plastic content
Single paddy under I1
Singe paddy between lilt
2 In. I 7 In. Indium
alze paddy owe
course only
Single
paddt on
under-
hosed
fascia
Mottle
Ent donate
Drip edgz
Single paddy
rtdef tilt
pe- 3 It-A.13ln.
Elnule POI
nundenarnent
Single paddy
on top of tIlp
Eire Como
Ern Como
7
'14WCT"stInnyl rewnienna
Frank Zuloasa. RAZ
Product Control Examiner
^ew Le*A 4777 7 .".
BO VA
tat
10/23/03 01:27pm P. 003
P'9 1\ G1 CWU..J .LJ• C. 11% Lan. ufl..V J1J111 —a L-J JvJ JJ. J••tr• 1V JvJV.J..I..ic.v
Polvfonnt Pundit ctsttnc.
•
ACCEPTANCE No.: 01- 0521.02
Renault of this Aeeep:ance (approval) 511.111 be considered after a renewal application has been filed
and the original submitted documents, including test - supporting data, engineering documents. are uo
older than eight (K) years.
Z. Auy and all approved products shall be permanently labeled with the ntanufacturcrrs name, city,
state. and the following statement: "Miantl- D;trlt: County Product Control Approval ", or as
specifically stated in tit.: specific conditions of this Acceptance.
3. Renewals of Aceentance Acceptance will not be considered if.
a. 't7tun has been a change in the South Florida Building Code affecting die evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
if tits Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and scaled the required documentation initially
Submitted, is no ;cngcr practicing the engineering profession.
�. Any revision or change in the materials, use. and /or manufacture of the product or process shall
automatically be cause For tennination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application. with appropriate flee) and granted by this
office.
Any of the following gall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
G. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed
by the expiration date may be displayed to advertising literature If any portion of the Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other dacumems. whin etc it Applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. Thu cnginixu need not reseal the topics.
8. Failure to comply with any section oF this Acceptance shall be cause for termination and removal of
Acccptancc.
9. This Notice: of Acceptance: consists of pages i through 3.
END OF T1115 ACCEPTANCE
d
"T1 •CT't11RAVX milmsrlinv
Frank 2uloaga, Rat-
Product Control Examiner
,an, ", 6Aw ..••• • ww • •ti ••• • of • •
** TOTAL PAGE. 08 **
