680 NE 97 St (7)CERTIFICATE OF OCCUPANCY
MIAMI SHORES VILLAGE, FLORIDA
BUILDING DNISION
N° 1587
Owner, Agent or Tenant of Building Newel 1 Taylor
Lot 1 & 2 Block 100 Subdivisio
Miami Shores Village, Florida, June 8, 1965
11 _ _..
•
Street Address 680 N.E. 97th
Approved use by occupancy —Garage Addition
Remarks #6197
This Certificate of Occupancy is issued to the above named owner
for building at above named location only upon the express provision that the applicant will
abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the
Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to
the erection, construction, alteration or remodeling of buildings or structures.
Garage Cube 1000
T. V. t2 500
zem_
BUILDI G DIVISION
Owner's Name and Address tlfl e
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
•
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein
described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the
State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miafni Shores Village shall be complied with. whether
herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work.
2/ 77-
, t�
I_� Date j � 1 1 9 �
C eor �.2 . �C / N i a r tVo. Street (o p O � V "e. C j
Registered Architect and/or Engineer
Name and address of licensed contractor ✓1 (I !)
Location and legal description of lot to be built on:
Lot / ° " Block
Street and Number where work is to be done 6 gO n
/le
Subdivision 7 .4 Ste< Al 19
G, cf
State work to be done and purpose of building (by floors), state exterior colors (submit samples)
o a\rY\r l°s�vLco u3
11 J0201 /7 /1/,
hpti�4F.
and for no other purpose.
New Building Remodeling L Addition Repairs No. of Stories
To be constructed of 82). fl 0_/i X . /., Kind of foundation Ro f Covering
v
Estimated Total cost of improvements 5 3 at_ 70 • 0 CD _Amount of Permit $
Zone cubage required Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's
Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof. and will require similar
compliance from all contractors or sub - contractors employed by him in the work to be performe• - his permit; and will post or cause to be posted for inspection
on the site of the work such public notice or notices as are required by the Act. The undersi_• ed a_• e s , employ only such subcontractors. on work to be performed
under this permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA
COUNTY OF DADE. } ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared
Ry 1.a REQ-7ic AK)
and who, being by me first duly sworn, upon oath deposes and says that he is the G.0 t..5712— J�LTcR -
of the above described construction, that he has carefully read the foregoin application, and that he did sign the same. and that all facts therein by . stated are true.
Permit No. r7 / Y Date Read, Sworn to and Subscribed before me.
N
�s
Disapproved Date RAC.
NNtViii RffblfeJ&at2'IrF.11(Efd?r •LC3RIDA.
(Signed)
MY COt.iBII:;L1C:id Enrir:ES: haA1 .10..19
My Commission Expires BONDED THRU tiOTL.- PJSLIC UtIDER•;✓F.ircea.
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved
Building Inspector
— e
to me well known,
Date Disapproved Date
NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board.
A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.
•
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bpAy
id/ 41 n 3 , osa f'Sr
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L6c1c ' b o o
THESE PLANS ARE APPROVED FOR
ISSUANCE OF A BUILDING PERMIT
VARIANCE(S) LISTED IN "REMARKS"
MIAMI Sit7IRES BUILDING AND ZONING
UNLESS SPECIFICALLY LISTED BELOW.
AND COUNTY LAWS MUST BE COMPLIED
Authori7eA S'gmture Date
• WITH NO VARIANCES • WITH
NO OTHER DEVIATIO "S FROM THE
ORDINANCES WILL BE PERMITTED
ALL OTHER APPLICAB'.E STATE
WITH BY ALL PARTIES.
FIRE DEPARTMENT
PUBLIC WORKS
POLICE DEPARTMENt
'
irj
BUILDING' DIRECTOR
' \' ■ 1
PLANNING & ZO!;L;'G I :O . ,
VILLAGE COUNCIL
APPROVAL
PRELIMINARY: FINAL:
REMARKS:
COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED
BY MIAMI SHORES VILLAGE IS REQU'RED. T' +E ARCHITECT, BUILDER &
SUB CONTRACTORS ARE T! `, ' I. O."I Fr;''E OF p! R'JILD.
ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.
ITEMS
SUB CONTRACTORS & SUPPLIERS
NAME & ADDRESS
AMO i
1. Architectural Fee Plans
y , a'.,✓Z D
2. Asphalt walks drives etc.
Zvi-,
3. Cabinets - Bath Vanit
WIEREMEMEINIMMONINal
4. Cabinets - Kitchen
5. Cabinets - Medicine
,, ,,
6. Cabinets - Unit Closet
,. ..
7. Cleanin:
,• ,•
i .
8. Clearin: Site
„ ,•
■
9. Concrete - Foundation Slabs Beams
.- .r
10. Concrete - Walks drives etc.
,• ,.
11. Contractors Fee
12. Electric Fixtures
13. Electric Wirin:
IC:<EG 7
14. EPui.ment Rental
/',
15. Excavation
16. Fill for Slab
17. Floors - Finish wood & kitchen
r , _ - - 5 , ; r e & -,e •
18. Floors - Terrazzo
-
19. Garage Doors
20. Glass Slidin: Doors
21. Hardware - Finish
,.0 - •,g, ,
-,
22. Hardware - Rou,h
re r
IIME311111WEEEMEM1111111
23. Heatin
24. Insurance - Liabilit cm,. bond
Illnrl,I1EEZIMIIIIIIIIIIIIIIIIIIII
25. Labor - Pa oll
26. Labor - Contract
W'ddigiF a 0 C.0.0
-�
27. Labor - Contract
111111MIIIMMINIMIIIIMINIM
IIISMIIrraIIIIIIIIIIIIIIIIMIIMN
28. Landscaping, Fill. Gradin:
29. Lath. Plaster. Stucco
30. Lumber All
' , 1./,.9 Q.y-
31. Masonr Labor
P4i , ,( .rf o!Z
-;
-
32. Masonr Materials Block
33. Millwork
Re az?'
34. Miscellaneous
35. Ornamental Iron Work
,r>, . « • ,
36. Oven & Plate - Built -in
-
-�
37. Overhead
38. Paintin:
,p . s Ao/d
39. Permits. Tem.orar Power
40. Pilin: Foundation
41. Plumbing Complete
Le, 'S ; .e.(//i$,
42. Pool - Swimmin:
43. Roofing & Sheet Metal Work
a Es2 , ,r- f „ fie
44. Roof Trusses - Pre -fab.
45. Screen Enclosures
46. Septic Tank or Sewera:e
/y,erme />,7.0,0 - - /e
=I
47. Shower or Tub Enclosures
48. S. -el - Reinf orcin: & str1.
49. Su- rvision
l``a%
50. S e s
51. T & Marble
52. W. - Public
53. Wat- - Well & Pum.
I�I.L Svc _ ' 4 /4'
54. Win• Pars - Glazin• & Screens
" , a d
55. Window Frames - Concrete
Prior 7f final inspection this application must be filled out; if sub contractors have
failed to take out permits the general contractor shall be responsible for the permit and
fee. A final inspection must be made prior to the release to Florida Power and Light Co.
and the issueance of a certificate of occupancy. / ,,> 2E °�
OWNER ,7• lI 4 /e- g 7c JOB ADDRESS CiJ �e 2" / 7
LOT S BLOCK /0 SUB. 1 f//fig, ..5 t 5 e 4--
BUILDER DAY LABOR CONTRACT DATE O Ec /,j 19� ®,
a ,r&' g - %1O6
Miami Shores Village
APPLICATION FOR FINAL INSPECTION
TOTAL
Disapproved
(Signed)
Building Inspect
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date
Owner's Name and Address ..D..&10 D 1 No C.0 Street
Registered Architect and /or Engineer
Name and address of licensed contractor Cs 40 C. 01�
Location and legal description of lot to be built on:
Lot (— ,-° Block t ®e // Subdivision._ AA i
Street and Number where work is to be done km. a a
S to work to be done and purpose of building (b _floors)
New Building Remodeling
To be constructed of Kind of foundation
Estimated Total cost of improvements $
Chairman
Member
Member
Council Approved
Date
NOTE: A charge of $1.00 will be made for making
the Planning Board.
A re- inspection fee of $1.00 will be charged
materials and /or workmanship.
IN
,19 6�
f - C 9 ? `
and for no other purpose.
Addition Repairs No. of Stories
r
Roof 1 _y_e ing
Amount of Permit $
Zone cubage required -Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to _
The undersigned applicant for this building permit does hergty certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, ideing Section 5966, Compiled General Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will re ire similar compliance from all contractors or sub- contractors employed by him
in the work to be performed under this permit; and will pit or cause to be posted for inspection on the site of the work such blic notice
or notices as are required by the Act. The undersigned agrhes to employ only such subcony:ctors, on work to perfo ;( nder his
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. f ss
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described const uction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated �e �-- e.
Permit No._ - -.._ / Date / "' a
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
PL. NING BOARD DATE
Member
Member
Member
Disapproved Date
corrections or changes to this application after approval has hecn obtained from
when such re- inspection is made necessary by improper notice for inspection or faulty
41-
APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY
hereby apply for a certificate to re- occupy the single family residence known as: (address)
6d90 AJE 97SY"-
Legal description:
Lot:
,Block: , PB&PG:
, Mani Shores, Florida.
I hereby certify that I understand that the zoning of the property is for single - family residential use
and that it is unlawful for more than one family to reside therein. I also understand that any
Certificate of Re- Occupancy that may be issued by Miami Shores Village, Florida, certifies only
that the referenced property is being used for single - family purposes and that such Certificate does
not constitute any representation, warranty or certification as to the condition of the dwelling or
other structures on such prope
Print Name:
Date: V / j
Z_CA WSo
For the purposes of conducting the inspection required by Section 902 of the Miami Shores
Development and Zoning Code, contact:
Contact Name: fu,..s S (1.---) Telephone: 9 02 -0
Comments:
Buyer: Seller: Realtort----ebinpany Name:
Application Fee (S50) Paid: Cash: Check: umber.
Inspection: B t Ip oved: 1/l enied :Date:
On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described
in the application has been inspected for the purposes of re- occupancy pursuant to Sections 901
and 902 of the Vfiami Shores Land Development and Zoning Code and that such property may be
re- occupied by the applicant for single- family residential purposes.
THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY
HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN
DETERMJ 1ED TO PRESENTLY COMPLY WITH THE SCHEDULE OF
REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT
CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH
ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR
A ONE-FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS
CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR
WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER
STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY
ASPECT OF SUCH CONDITION, AND INTERESTED PARTIES ARE
ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION
OF THE PREMISES LN ORDER TO DETERMINE THE CONDITION
THEREOF.
CERTIFICATE OF RE- OCCUPANCY
SHORES VII.LAGE FLORIDA
By: , ?D tJI ` 110 .4_948416,
Date of Certification: ' '
S 1 LBY MUTUAL
INSURANCE COMPANY
SULLBY- -01110
Miami Shores Building Dept.
Miami Shores, Florida
Gentlemen:
Chase Insurance Agency, Inc.
12585 N. E. 7th Avenue • North Miami, Florida
September 28, 1960
This is to advise that coverage is bound in the
Shelby Mutual Insurance Company for Compensation
coverage, policy in the process of issuance, effec-
tive September 27, 1960 for Daniel Di Loreto.
This will cover his building in the process of
Construction situated S.E. corner of 97th Street
anti Park Drive, Miami Shores, Florida, Legal: Lot
1 and 2, Block 100, Section 4, amended plat, Miami
Shores, Dade County, Florida,
Furthers, we now have in force Comprehensive Personal
Liability policy No. CPL339 with construction permit
endorsement attached in the Grange Mutual Casualty
Company, Policy effective September 19, 1960 to 1961.
RHC /e
Very truly yours,
Phone: PL 4 -8241
C. E SUR CE AGENCY, INC.
R. H. CHASE
STATE OF FLORIDA) SS
COUNTY OF DADE )
of the Village of Miami Shores, County
of Dade and State of Florida, being duly sworn, doth depose and say, that under the
provisions of Ordinance No. 185, dated June 15, 1948, amending paragraph (d) of
Section B-368 of Ordinance No. 97 of the Building Code of Miami Shores Village, he
on Lot Block
of Subdivision, that he is the owner of said property,
, that he will
do the work personally, and that he will, at such times as are required by the
Zoning and Building Director: -
desires to build a
and will be the owner of said
6
A F F I D A V I T
1. File plans and specifications and obtain approval of the
Planning Board and the Building Inspector.
2. Apply for and secure a Permit.
3. Pay the required fees.
4. Execute the work in accordance with the provisions of this Code.
5. Apply for inspections. c,'
File with the Building Inspector certificates that provision has
been made to carry the necessary Workmen's Compensation, Public
Liability and Property Damage Insurance.
7. File with the Building Inspector asrthe job progresses certificates
showing the payment required by the Federal Social Security Act
to the State of Florida or the United States of America.
8. Assume the responsibility of not employing other than properly ,
licensed contractors by Miami Shores Village for any part or
portion of the work.
9. Not set himself up as a "contractor".
Sign an affidavit before commencing work to the effect that he has
read this Article and will do the work personally and observe all
of the requirements of the Building, Electrical, Plumbing and
Zoning Codes of Miami Shores Village. Such affidavit to be
properly notarized upon blanks to be supplied by the Building
Inspector.
11. In order to prevent abuses and subterfuge the right of such
owner - builder as herin provided, is limited to but one owner-
builder permit each 2 years, and where an owner- builder has
once exercized the privilege herein conferred. no second applica-
tion for owner - builder permit shall be granted in less than 2
years, unless the applicant is qualified as a licensed General
Contractor under the applicable Ordinances of said Village.
And Further this Deponent says not:
SUBSCRIBED AND SWORN TO BEFORE ME this day of
195 .
NOTARY PUBLIC
/
/
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P.. ff Company r Corporation
Paolo of Owner
Swarm tz mr1 On ,D eased . ,, fore lUac2
o f F
My CozOnmaoa lwoe
APPLICATION F'LR CONTRACT *R S LICENSE
1
m
MIAMI MORES VILLAGE
Florida
e v3
D GEC raMdbore &ap1cyees °Como and cffoumnc *
Li c oo umber? other Mu Ipantlego a )7 6'
Date
hone
Ph rt.'
e
of a firm, ele rinmeo >ff roembe °g of the firm;, if a corporation,
muee ‘,“ 0E1 &gaga of the corporation.
11 i
Vattgre d azzten or • • • ,4. T�
7 .-as J. ==
Name Arno tamarance Carriad:2dzaL
4 If aliffidt ,Erb SD ,y%1 %m g. . Ge".4 33 44f stir V4 e„ s t
rineac2,a2, k% ffearegmee: i oho wa /�S- T-�/a
� � Fie/9�2 - �/P o T �ti - �i��'
OFFICE:
3139 S. W. 8TH ST.
LOCATION SKETCH
LOT /I 2
BLOCK /0 !,
SUBDIVISION ,VF. A X' /Y7./ /r,7/ 75r4/0.e,E5
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NO AT PAGE NO /41
PUBLIC REC9RDS OF / -�/��� COUNTY. FLORIDA.
DATE• /V d Y.47/Y78.E.- /d FOR• L- Q 6 " 7
THOMAS J. KELLY
CIVIL ENGINEER —LAND SURVEYOR
MIAMI, FLORIDA
SURVEY NUMBER-
SCALE 1' =
SURVEY OF
-
/A/ /V7//=7 /Y7/ , & - Z5 , ,g
g 0
NE
7 ,
e4 TiteEET
.P co- dY --- 20 ' ,,-z74;47
..:5• / / d/�1^ls�G /G
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se.
• sue .
72 f .)?/ .•. .4
1 HEREBY CERTIFY THAT THE ATTACHED
SKETCH REPRESENTS A RECENT SURVEY MADE
UNDER MY DIRECTION. AND IS TRUE AND COR-
RECT TO THE BEST OF MY KNOWLEDGE AND
BELIEF.
THERE ARE NO ENCROACHMENTS.
•
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REGISTERED ENGINEER #3141
REGISTERED LAND SURVEYOR
STATE OF FLORIDA..
0
AO
LOT DETAILS SCALE 1
TELEPHONE:
H. 1. 8-0504
*626
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Bµilding Inspection Requ
Da /y�,
Type Insp'n 1 O sal j
Permit No. ° I Iq
Name
� 10 One,
Address NE a ,S+ Company ' i rA Je. En cc
Phone #
Inspection Date �h
Approved
Correction
Re- Insp'n Fee ❑
' \
151.0
MIAMI SHORES VIIIAGE
BUILDING DEPARTMEN
305- 795 -2204
Buil ing Inspection Request
Date 1 12- .
Type j� n
e Ins n V t/� i aki
YP Insp'n //�� � vl
Permit No. PI Ui-, — 1613
Name 'Rome
Address & V t `i 17 N-J-J,\
Company M o o t IDO
Phone #
Inspection Date
Approved
Correction
Re- Insp'n Fee
Date
_- Type Insp n
T
Permit No.
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Time
Name
� r
Address` l:L/ O
Company
Phone #
pprove
For Inspector:
Correction ❑
Re- Insp'n Fee
D n , Name % to
Date
Type Insp'
— 7' Permit No.
Name
Address
Company
Phone #
For Inspector:
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Correction
SEE
Re- Insp'n Fee ❑
Time
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Dat• 1 Time
Type Insp
Permit No.
Name A &iye --.Q"
Address 4 )1, 97
Company
Phone #
For Inspector:
Correction
Re- Insp'n Fee
Name &
- 4 C 4fi
F
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Bu'•ldin: Inspection Request
Date Time
Type Insp'n
Permit No.
7
Name `z( .Q /Y1r`- -Q-
Address 4
Approved
Correction
Re- Insp'n Fee
I_
■
Company 4 j.-i ,
Phone #
For Inspector: ( j \ ) U3 Na e & ate
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date '9 1 Time
Type Insp'n �' n Cop 1O 7 •
Permit No. SP 2o03— 1351 •
Name FRIVAL
Address b`60 (=II
Company \VL
Phone # I l 2' ` 9540
v
For Inspector:
Approved
Correction
Re- Insp'n Fee
Name & Date
3 (0$(0
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date c t 1 &) Time
Type i Insp' n ' � (1 `CA
Permit No. O,2On
Name MAW_
Address WO N 9 54
Company � �� 1C��
Phone # rtar .21`1- 9340
For Inspector: op
Approved
Correction
Re- Insp'n Fee
Name & Date
1
Date 1
Type Insp'n
Permit No.
Company
Phone # For Inspector: fr/ I Name & Date
Approved
Correction
Re- Insp'n Fee
MIAMI SHQ . S,VILLAGE
BUILDIN4 ARTMENT ?,
30-1W-2204
Building Building Inspection Request
Time
- Fi no l Poo
O- 135ct
PE Qn
/1/ P�
0 MIAMI SHORES,[ILLAGE
l,O(� BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date() Time
TypeInsp'n �� P
_ 63-13
Name FYU/2 q
Address (060 1•t, q f 9-
Company 1 wo\e
Permit No.
Phone #
For Inspector: \D I Nb Name & Date
Approved
Correction
Re- Insp'n Fee ❑
MIAMI SHOS.ILLAGE
•
1Q'' BUILDING DEPARTMENT
305-795:2204
Building Inspection Request
Date kD6 Time
Type*Insp' iI€ . P
Permit No. b3 03 5G
Name F� o o N (�
Address (0 60 1"e— C' 0 ��
Company 1 \e \C-
Phone #
For Inspector: io Oto
Approved
Correction
Re- Insp'n Fee ❑
Name & Date
OWNER•S NAME
DA B h r-A— 13 L (a ley., e 'x'c.,
ESENT ADDRESS RA
"1 S M• 6 4 7
LICENSE NO.
PHONE NO.
� I — � g I
JOB LOCATION (ST. OR AVE.)
Z CI l�l • 5' I °
L OT
o 6
BLOCK
% a®
SUBDIVISION
A o a PV% o S cb) �. C tz. ma
GENERAL CONTRACTOR
ADDRESS
PHONE NO.
LICENSE NO.
�-f
BUILDING PERMIT NO. `
' I
DATE r� 9 a11- �}O PERMIT
/
FEE $ 4b
BUILDER'S BOND �7
,NO. 7 .4 c i '2_, @, DATE )s" ea—
{� �p �
ZONE . rts REQUIREMENTS Il CU. FT.
-r.d. a , 1,1.l°�. 4= ^
PLAN CUBE `c�4 NS1, CU. FT.
EST. COST 5 0 C. czco op
DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY:
BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE
DATE
NEW CONSTRUCTION
TYPE
STORIES
ROOF CONSTRUCTION
INTERIOR CONSTRUCTION
REPAIRS
DESCRIPTION
•C40 , �; s 7 ( a. 4 . v --, _ G.— 1-. " .., �...
ALTERATION
Tam-"t o :
°D
(-- �
(a} - "S ma 4 T -L G7..y .
ADDITION
SUBMITTED TO PLANNING BOARD
APPROVED
I
REJECTED
REFERRED TO COUNCIL
REASONS
RE- SUBMITTED TO PLANNING BOARD
I
1
SUBMITTED TO VILLAGE COUNCIL
REMARKS
/
CERTIFICATE OF OCCUPANCY NO. 1140
ISSUED 692 `� / '"` (J �i'
�
BY 44-1144)g J/�/
'" " J
",'(/� �
TO DA-r el- — ' / .(5 - p
�
DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY:
BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE
DATE
r ""
! BUILDING INSPECTIONS -= 1r7Y
INSPECTIONS
DATE BY
INSPECTIONS
DATE
BY
FOUNDATION
1 $
ROOF
et- -- C
k';-
BEAMS & LINTELS
1 4,, m- ea
SEWER
POOL
I
FRAMING
SOLAR HEATER
AIR COND.
$
FINAL
CLEAN UP
I $
t
SLAB
I a
SOLAR HEATER
SLAB
SPECIALS PERMITS
DATE
PERMIT NO. I DATE
FEE
TEMPORARY SERVICE
RE- INSPECT
BY
ROUGHING
1 $
SEPTIC TANK NI
et- -- C
k';-
,--ra0'T •
DF},C! - 1,--,-yo
1 4,, m- ea
SEWER
I
I $
SOLAR HEATER
SEWER
$
GAS
1
I $
I a
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BY
ROUGHING
ROUGHING
N
TUB & TOP OUT
H. W. HEATER CONN
SEWER
RANGE CONN.
SEPTIC TANK
SOLAR HEATER
FIXTURES & FINAL
FIXTURES
GAS
T'RI AL PERMITS & INSPECTIONS
I, ELE
CONTRACTOR f� d.� .A i CI ,
PHONE
PERMIT NO. / 'or - 1 DATE rc — .g % b-0
y
FEE $ l??-pp 3d a 8
NEW BLDG. IT I ALTERATION I ADDITION
REPAIRS
SPECIAL PERMITS
PERMIT NO.
DATE
FEE
y�
TEMPORARY SERVICE M_
Z -72/x.
ot 79 A.--"
$ 2 s v
- -
H. W. HEATER CONN.
$
RANGE CONN.
$
MOTORS
$
FIXTURES
$
$
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT BY
TEMP. SERVICE
ROUGHING
H. W. HEATER CONN
RANGE CONN.
FIXTURES & FINAL
as.
0
. b
b
1
PLUMBING PERMITS & INSPECTIONS
CONTRACTOR 1. _
���5 �C..:.,,,, I (i, , C, S JC
PERMIT NO. G �+ I DATE Lb- 4. - , c�
NEW BLDG. ALTERATION 1 ADDITION
APPROVAL TO POWER CO. FOR SERVICE DATE
PHONE
00
FEE $
REPAIRS
BY
OWNER'S NAME
.
4t. 1.4“ N c (I 1O. 1, v
PRESENT ADDRESS
b 6, 8 N • E• 91 '~
mg 1
LICENSE NO.
PHONE NO.
JOB LOCATION (ST. OR AVE.)
4 8o N.L. 11 - St ea. e i-
LOT
► k. 2
BLOCK
loam
SUBDIVISION
'41a Ske -as Se c..i... 4
�tt GENERAL CONTRACTOR
i�11er /r+ 1- 4. Sa1 - '
ADDRESS -n.
%z So i�. �...1. l 5'.
PHONE NO.
LICENSE NO.
BUILDING PERMIT NO. 6 I `'I
q DATE 3 - I - CS
00
PERMIT FEE $ '
BUILDER'S BOND
NO. DATE
4 11∎4∎01
ZONE REQUIREMENTS CU. FT.
TO. ccoo
PLAN CUBE Ioo-o CU. FT.
a
EST. COST $ 20 00
DRAW NGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY:
DATE
(0
BUILDING BUILDING PERMIT AND INSPECTION RECORD--MIAMI SHORES VILLAGE
NEW CONSTRUCTION
TYPE
� M $,
STORIES
MI6 t.
ROOF CONSTRUCTION x
I •Y i t L / '
INTERIOR CONSTRUCTION
see,9 a 4 1 a i 1" t O —
., .
REPAIRS
DESCRIPTION
6 PTION Q /
e (( r
eILPos$ C 1 C re Te b60C.k. �.4 is ex 90 '1 r ,, 1 s �.e/ J in /
ALTERATION
11
�n C !°e -e
DESCRIPTION
,(p ®/'S�
ADDITION
SUBMITTED TO PLANNING BOARD
APPROVED
REJECTED
REFERRED TO COUNCIL
REASONS
RE- SUBMITTED TO PLANNING BOARD
SUBMITTED TO VILLAGE COUNCIL
REMARKS
CERTIFICATE OF OCCUPANCY NO. /r I
/
ISSUED (9 - �
1(/�/J
BY ��'"�'
�./ J�"
TO /V eeG // ' / eL 5" 4-•"
DRAW NGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY:
DATE
(0
BUILDING BUILDING PERMIT AND INSPECTION RECORD--MIAMI SHORES VILLAGE
INSPECTIONS
DATE
BY
INSPECTIONS
DATE
BY
FOUNDATION
3 -I1-I. C
WK -y
ROOF T.C.
319- L f
$
BEAMS & LINTELS 3 -I1..(
(.50--5
POOL
$
GAS
FRAMING 3.. t.Y -Lf
_; L' '
AIR COND.
SEWER
$
FINAL
a
CLEAN UP
FIXTURES
SLAB 13„ zq - L 1'
43' KR
4
SLAB
SOLAR HEATER
TEMPORARY SERVICE
DATE BY
RE- INSPECT
$
SEPTIC TANK
BY
ROUGHING
$
SEWER
FEE
TEMPORARY SERVICE
$
SOLAR HEATER
TUB & TOP OUT
H. W. HEATER CONN.
$
GAS
$
RANGE CONN.
$
SEWER
$
MOTORS
a
INSPECTIONS
DATE BY
RE- INSPECT
BY
RE- INSPECT
BY
ROUGHING
PERMIT NO.
DATE
FEE
TEMPORARY SERVICE
TUB & TOP OUT
H. W. HEATER CONN.
$
RANGE CONN.
SEWER
$
MOTORS
$
FIXTURES
SEPTIC TANK
4
FIXTIIRFS & FINAL
SOLAR HEATER
FIXTURES
GAS
CONTRACTOR 5," S E(eCt'C. -
PHONE
PERMIT NO. 6o1• 4■1. I DATE 3- u- (i
FEE $ 1 C•
NEW BLDG. I ALTFRATION 1 ADDITION
REPAIRS
SPECIAL PERMITS
PERMIT NO.
DATE
FEE
TEMPORARY SERVICE
$
H. W. HEATER CONN.
$
RANGE CONN.
RANGE CONN.
$
MOTORS
$
FIXTURES
S
4
INSPECTIONS DATE
BY
RE- INSPECT' BY
RE- INSPECT BY
TFMP. SERVICE
ROUGHING
3 - -L. (_(
H. W. HEATER CONN
RANGE CONN.
FIXTIIRFS & FINAL
CONTRACTOR
BUILDING INSPECTIONS tt t o 2' .
PLUMBING PERMITS & INSPECTIONS
PERMIT NO. I DATE
NEW BLDG. I ALTERATION I ADDITION
SPECIALS PERMITS PERMIT NO. DATE
ELECTRICAL PERMITS & INSPECTIONS
APPROVAL TO POWER CO. FOR SERVICE DATE
PHONE
FEE $
REPAIRS
BY
FEE
NOMINAL WIDTH
FRAME G/IDTH
LEAF WIDTH
DAYLITE OPG.
2/6 (X)
31 -5/8'
28-1/2'
21 -5/
2/8 (X)
3/0 (X)
33 -5/8'
30-1/2'
23 -5/8'
37 -5/8'
34-1/2'
27 -5/8'
5/0 (XX)
60'
28
2 1-5/8
5/4 (XX) .
64'
30 - 1/ 2 '
23 -5/8'
27 -5/8'
6/0 (XX)
72'
35 -1/2'
NOMINAL HEIGHT
FRAME HEIGHT LEAF HEIGHT I DAYLITE OPG,'
6/8
80'
.
78 - 1/2'
71 -5/8'
•
7/0
. 84'
I
82 -1/2'
75 - 5/8'
8/0
96'
_
94-1/2'
87 -5/8'
•
CLUSTER OF
(5) 3/16' TAPCONS
OR (3) 1/4' TAPCONS
AT THIS LOCATION ONLY
3 MIN. SPACING BETWEEN CLUSTER ANCHORS
HEIGHTS:
WIDTHS:
(
11 J
T 11
/ GL
3/16" TEMP.
11
11
11
\ 11
u
II
\ 11
11
\II
II\
CONCEALED FLUSH BOL1
— 0 TOP & BOTTOM OF INACTIVE LEAP
11
n /
, '
u,
/II
-- -'�� R
/ 11
/ II.
/ t 11
TYPICAL ELEVATION
( -XX )
24" MAX.
TYP. -
11
II
11
11
11
11
it
/
/
1
6' MAX.
I
SURFACE APPUED MUNTINS
OPTIONAL
USE CLUSTER OF
( 3 /16" TAPCONS
• AT THIS LOCATION ONLY
6" MIN. SPACING BETWEEN CLUSTER ANCHORS
,I
1! J - -
/
1 -
Al
// II
GLASS
3/16 i1 TEMP. II
- - - -- -___=
11
II
\ n
\
\
E== === - n = = = ==
` \ II
\ II
FRAME WIDTH
T1'PIGA F1/AT1n 1
(X)
Engr. D.R. HUIJAYOUN F R000
STRUCIL;RES
F1A_ PE 1? 1E557
SERIES DORAL 3
ALUMINUM OUT - SWING ENTRANCE DOOR
COMPARATIVE ANALYSIS CHART
BASED ON MTL -16160 OF 07 -07 -94
TEST SIZE = 72" X 96" (XX)
DESIGN LOADS = +58.0. -58.0 PSF
WATER INFILTRATION TEST = 11.7 PSF
TESTED GLASS = 3/16 TFMPFR
N - ■E
-- ------- --- '1. - -- THIS - STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA - - - - -- — - --
CODE 1994 EDmON FOR DADE COUNTY. ALSO FOR WIND LOADS
AS PER ASCE 7 -88 USING CORRESPONDING LOADS.
2. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
.3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
PRODUCT RENEWED
AccEprAxiczN 01. o) 1 0, 0;
txpBtA?30N DATE 5 e 14 Z 00
1
a�c
DECO CE
drawing no.
W98-71
r . X11 • s LIST --
ITE1I NO.
PART NUMBER
QUANTITY
DESCRIPTION
MATERLLL
ILAN7. /SUPLIER /REMARKS
1
SEC -338
1
ATRIUM FRAME HEAD
6063 -T6
TIFTON OR EQUIV.
2
AF -10354
2/ LEAF
DOOR LEAF TOP & BOTTOM RAIL.
6063 -T5
ALUMAX OR EQUN.
3
AF -9315
4/ LEAF
EXTRUDED GLAZING CHANNEL
6063 -T5
ALUMAX OR EQUN.
4
SEG -372
4/ LEAF
GLAZING SUB FRAME
6063 -T6
TIFTON OR EQUN.
5
AF -9960
1
THRESHOLD
6063 -T5
ALUMAX OR EOUN.
6
SEG -292
2
ATRIUM FRAME JAMB
6063 -T5
TIFTON OR EQUIV. •
7
SEC -229
2/ LEAF
RESIDENTIAL DOOR PANEL VERTICAL STILE
6063 -T5
TIFTON OR EQUN.
8
SEG -175
1/ LEAF
GAP CLOSURE
6063 -T5
TIFTON OR EQUN.
9
SF -48
AS REOD.
INSTALLATION CUP (4' LC.) AT ANCHORS
6063 -T5
TIFTON OR EOUN.
10
: WY -3163
AS REOD.
BULB WEATHERSTRIPPING
VINYL
WIBORC OR EQUN.
11 -
WY -9810
AS REOD.
FLAP WEATHER STRIPPING
VINYL
WIBORG OR EQUIV.
12
-
-
-
-
-
13
-
AS REOD.
18 X 1' PHPH. SMS. O 15' 0.C.
-
-
14
AS REOD.
-
1/8' SHIM
PLASTIC
-
15
-
8/ FRAME
110 X 1' DOOR FRAME ASSEMBLY SCREW
-
-
16
007 -14 -039
AS REOD.
DOOR HANDLE
-
MARBOLLO
17
-
4/ LEAF
1/2' SELF LOCK NUT
STEEL
-
18
-
2/ LEAF
1/2' ROD (2 X PANELS)
STEEL
-
19
-
4/ LEAF
1/2" FLAT WASHER
STEEL
-
20
-
4/ LEAF
1/2' REGULAR NUT
-
-
21
SEG -181
3/ LEAF
HINGES
-
-
22
-
2/ LEAF
STANDARD FLUSH BOLT
-
-
23
-
-
-
-
-
24
TA -303
-
1' X .050 BAR (BETWEEN VERTICALS)
ALUMINUM
-
25
-
4/ LEAF
BLOCK ROD GUIDE
-
-
26
-
1
1 X 2 X 1/8' ANGLE
ALUMINUM
SILL RISER
TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
c�
O
J
0
J
/.
f 13r
1'BY OR 2'BY
WOOD BUCKS
• •4. 1•. 1 • • : a N
ap
P
a • .
,TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
WOOD BU,.. <S NOT BY SECURITY WINDOWS, MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
ADHESIVE BACK
WEATHERSTRIPPING
i 8 X 1/2' SMS
O 18' O.C.
•
Engr. DR. 6-'UMAYOUN FAROOQ
STRUCT'_:RES
FLA_ PE 16557
SEP 1 9 2001
PRODUCT RENEWED
A C C U T A N C E . J0, 0I ' 0 P. OS'
EXPIRATION DATE F. 14 2
BY L_
ODUCT •a NTROL DIVISIO
BIJrLDTh G CODE COMPLIANCE OFFICE
f
C
0
.>
m
0,
•
0
0
0
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z
Zu
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—
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o
O0_
4
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w •- o
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0
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0,
0,
no
rn
0
1
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O
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0
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)
n
O
u
0
b •
A
u
drawing no.
W98 -71
sheet 2 of 4
3/16' TAPCONS
SPACED AS PER ELEVS.
— TYPICAL ANCHORS
ACTIVE LEAF
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
# 12 X 3" SMS
THRU 1BY WOOD BUCKS INTO MASONRY
3/16" TAPCONS WITH 1-1/4" MIN. EMBED INTO MASONRY
SEALANTS:
ALL FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND JAMBS
AND BOTTOM GLAZING BEAD SEALED WITH SCHNEE MOREHEAD 5504 SEALANT.
HINGES:
4" LONG ALUM. BUTT HINGES
WITH .312 DIA. X 2-1/2" ALUM PIN, BRASS SPACER & NYLON CAPS
AT 3 -1/2" FROM TOP & BOTTOM AND AT MIDSPAN
LOCKS:
STANDARD STEEL THROW BOLT LOCK, OPERATED ON EXTERIOR
AND THUMB TURN ON INTERIOR
39-1/2" FROM BOTTOM AT ACTIVE LEAF LOCK STILE
CONVENTIONAL LOCKSET WITH LEVER TYPE OPERATOR HANDLE
AT ACTIVE LEAF LOCK STILE NEAR MIDSPAN
STANDARD FLUSH BOLTS, MANUALLY OPERATED
AT TOP AND BOTTOM OF EACH ACTIVE AND INACTIVE LEAF
GLAZING METHOD:
INTERIOR GLAZED USING ADHESIVE BEDDING COMPOUND AND
ALUM. SNAP ON GLAZING BEAD WITH VINYL WEDGE BETWEEN BEAD & GLASS.
GLAZING BITE = 5/16" TYPICAL
LEAF WIDTH
FRAME WIDTH
EXTERIOR
O.L OPC.
IN- ACTIVE LEAF
IN- ACTIVE LEAF
FRAME WIDTH
Engr. DR. HUMArOUN FAR000
STAV.:TURES
FLA. FE f 1 6557
SEP -1 9 2001
WOOD BUCKS NOT BY SECURITY WINDOWS
MIST SUSTAIN IMPOSED LOADS
1/4' SHIM
MAX.
3/16' TAPCONS
SPACED AS PER ELEVS.
O
1/4" SHIM
MAX.
: •
PRODUCT RENEWED
ACCEPTANCE-14o. OI-6 IC, O�
EXPERATION DA 5 ' (4 00 G
By
PRODUCT CONTROL D
NO CODE COMPLIANCE OFFICE
O
O
cc
0
0
Z
N
0
a
O
0
w
U7
c
3
O
U
U
Liu
m
i
■
u
0
•
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c
0
n,
U
m
v
co
0
v
0
s c
0
u
v
0
2
u
)
drawing no.
W98 - 71
sheet 3 of 4
0
.656
4.000
3.000
FRAME HEED
1.625
L 1.725
DOOR LEAF HEAD & SILL
.6
.413
735
1
.062
GLAZING INSERT
1.624 i
6 .390
-I
F-1.748 —I
GLASS ADAPTFR
r-- - 2.000 ---
- - 1 -..
.500
.078 TYP.
1.930
F- - 1.500 --I
FRAMF JAMB
• -1 F --.062 TYP.
3.950
FRAME SILL
1.250
.078 TYP.
_ 1—r .705
609
.130 ��
GAP CLOSURE
3.000 --y
DOOR LEAF STILE
1.750
F.360
_ - .078 r_t 1 —T
1
ANCHOR PLATE
LEAF TOP /BOTTOM CORNER
GLAZING' INSERT CORNER
Engr. DR. HUdAYOUN FAR000
STRUCTURES
F1,P. PE JF 16557
SE 9 2001
.FRAME TOP CORNER
FRAME BOTTOM CORNER
PRODUCT RENEWED
ACCEPTANCE -No 01_ o910,
IRAT10N DATE, p• 1 4, 2 cw G
PRO C&4 ROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
z
zo
0
r O N ^_
`+' W 0
Z ltJ , 0
(Jr Z > ' aD
0 5QQ
N —
M-+ V) 0 cc CV
w N ° �
z
3 M
)
0
0
w
Lai
N
co l
J
z
a
0
0
)
N
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0
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.
d
v
f
CO
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N
0
0
0
G)
0
'
0
0
0
n
•0
drawing no.
W98 -71
sheet 4 of 4
LIE OKI ESBOLIS 0 a
M aG R n PffT } + o
0
70 0E uLE�CIS1� p Q
G -M
tne/Fir
Hemlock
330
75'
- 4"
327
25'
- 8"
241
- 8 "
324
23'
- 8"
20'
- 8"
321
19'
-4"
17'
-0°
•
1,2
DESIGN FOR TRUSS SPANS up to 25' - 4" . SPACE'D 2' - 0" o.c.
FORCE DIAGRAM
NOTE: Web members to be 2 x 4
42 Southern Pine, Const. Fir or Const.
Hemlock
1/4"
ALTERNATE JOINT
a
0
b A
Ili
T -525 Grip - Master
2 -1 /2"
T -525 Grip - Master
G -M
15
Spans
25' - 4"
22' - 0"
14
CAMBER 5/8"
DESIGN• LOADING
Roof 45 psf.•
Ceiling 10 psf
Total 55 psf
Load Durotior. Factor
33 -1/3% increase 680
1
DATE: July 8, 1963
a A 3260
12
2.5
FILE NO. KGM - 24 - 2.5 - 55 - N - (s)
1360
b 8 c
f
24' -8" Clear Span
LUMBER: Max.
Overall S••no
41 Dense So. Pine
41 K.D. So.Pine
Sel . Str. Fir
25' - 411 12004 Ind .Doug .Fir
25' - 4" 1200f Ind. Hemlock
I. Str. Hemlock
f Souts;erz Pine
2 x 6 Top
Chord
25 -4
25' - 4"
25' - 4"
24' - 0"
23' - 8"
2 x 4 Btme LUMBER: Max
Chord Overoll S••ns
25' - 4" Construct •n Fir
25' - 4 "
25' - 4 "
25' - 4"
25' - 4"
42 K.D. So. Pine
42 Southern Pine
2 x 6 Top
Chord
23' - 4"
21' - 0"
2x4Btm.
Chord
25 -4
23' - 0"
LUMBER: Max. 2x6Top
Overall S ans Chord
2 x 4 Btm.
Chord
Lumber Substitutions: Other lumber of the same species with equal
or greater stress values may be ubstitutcd For that hown on design.
Fobricorion: Sanford Grip - Master trusses shall be fabricated in ade-
_quate jigs, so that upon completion all joints shall be reasonably snug.
Son turd Gro -Pastor Plat applied ra both faces al puss a t each ; 0 n . shall be 20 ga
agated g,l.v tad steel, moll four 3/8" hooked c pod teelh per sq. in og
p
of g..p
suffuse ,,,,,
Po. Pads d a g5 req,e .hen p'e'es . te
pressed bash laces el
vas .hde n clamped the r 0h. e. cull c a 1.5" Iolo, I
'nu clan: 0170 d.nme,er e / 3 2 head, 0 1 1 3 ' d emote.. 1.5 long filet head T -,, I or
Ilsvuolent nad with common head' shall be used 10 held truss ether un' play are
embedd min el.. 0, o m • Ila
of of member each la i Plate Locomen, C,o
in IS 1 d G, M a1 1. 11 I at
d 1, 1 Is '1 be
s 14I'b .dh d b •d b h 8'..h. ,mina' 8 "beaneq
..d*,. Lateral &x •g el Top Chord T6... rr,ss has been designed a..+.der.ng tea ncu•d
IsperaTy bated at ' I ' escred, 3' 0 F ELD BRAC The des er bears
e+ n+.6.t11 for the ere,t.en of trusses mon,las red .n accordance ..rh h s de+Ig.
Pesson using suck trusses a erred to +eel. pate. „al ad.. regard ra erect an
ng
bros.� .h -ch .s al.p ore to t ppl and "da..n q' darn., a esmen. and
Permanent Twos., .hah m,r ,enuood en spes.f'c oppl.comens
T' s -os peen designs to meet applicoble provisions of the "Notional Specification Fo Stress Grade Lumber and its Fastenings" by
,na Limber M.anufact rem Association; and "Design Specifications for Light Metal Plate Connected Wood Trusses by Truu Plate Institute.
76/ copyright 1964 sanfard truss
; F- -
/� ♦1, 321 Sanford Grip- Master (3 x 7)
<
r � 4
2 x 4 • .' I °P
e a
✓ I Vent Space
° "a as required.
o 1
a .
2x
0-2 Sanford
Gri -P -late
-o
Z
,
. 1 -2 x 4 1
1
All vertical member 2 x 4, spaced 2' - 0" o.c.
7' - 8-328" Max. ys
321 Sanford Grip- Master (3 x 7)
-Vent Space as required
4 318 Sanford Grip- Master (3 x 6)
P 13 Sanford Grip - Master (1 x 3) (Typical)
1 -1/2
All vertical members 2 x 4, spaced 2' - 0" o.c.
T -520 Sanford Grip- Master
,- 16d nails
7
2 x 4 Lateral
brace required
when length of
• vertical mem-
bers exceeds
Notional Design Specifications for
Stress Grade Lumber (NLMA) design
criteria is followed with the following
exceptions:
Allewoble stresses for 2 x 4 Construction
Fir, 2 z 4 Construction Hemlock,
GABLE END SHOWING DETAILS OF VENTS AND OVERHANG
Species 8, Grade
Coast Region
Co -struct ion Fir(L. F.)
West Coast
Const. Hemlock(L.F
• 13 Sanford Grip - Moster (1 x 3) (Typical)
2 x 4
- 13 Sanford Grip -Nos er (1 x 3) (Typical) -
T -525 Sanford Grip- Master
Overall
850
)750
13 Sanford Grip - Master (1 x 3) (Typical)
NOTE:
All vertical
members 2 x 3
or 2 x 4 spaced
2' - 0 "o.c.
660
560
R. M
-2' CERTIFICATE so
No. 6911
r►"N
STATE OF
FLORIDA
FRED EN/
Upon request, any public authority
will be supplied a copy of this
design hearing an impression seal.
1.76m
.56m
Truss Span
12
varies-(to match truss)
(t
Bottom ° " Chord
321 Sanford Grip- Master (3 x 7)
SANFORD GRIP - MASTER PLATES, applied to both faces of truss
at each joint, shall be 20 gauge galvanized steel, with four 5/16"
formed teeth per square inch of gripping surface. Centerlines of
Sanford Grip - Master plate shall be located at joint centerline s un-
less otherwise shown. Position Nails, located as shown in Joint De-
tails, shall be 1 -1/2" ong o1 nnuror ring shank .120 diameter, 9/32"
head; 0.113" diameter 1 -1/2" long fillet head T -nail; or equivalent
nail with common head.
SANFORD GRIP - MASTER TRUSSES shall be fabricated in adequate
jigs so that upon completion, all joints are in snug contact.
OVERALL SPANS, are based on the use of o 4" nominal width of
bearing, unless otherwise shown. Up to 8" of bearing width may be
used, which will permit an increase in maximum overall span of 8 ".
5/8" plywood or 1" nominal sheathing
1' - 3"
Max.
S A N F O R D T R U S S
2 x 4 lateral S brace as
required.
,.Gable End 1 r- Truss
2' - 0"
Truss Spacing
i
TYPICAL SECTION SHOWING
OVERHANG WITHOUT OUTLOOKERS
NOTE: In Dade and Broward
Ceunties, use cni' ;; 1, 1300F
or equal, stress graded lumber.
copyright 1962 sanford truss, inc.
ti
SANFORD GRIP - MASTER PLATES, applied to both faces of truss
at each joint, shall be 20 gauge galvanized steel, with four 5/16"
formed teeth per square inch of gripping surface. Centerlines of
Sanford Grip- Master plate shall be located at joint cente in es un-
less otherwise shown.
SANFORD GRIP - MASTER TRUSSES shall be fabricated in adegi-ote
jigs so that upon completion, all joints are in snug contact.
OVERALL SPANS, are based on the use of a 4" nominal width'of
bearing, unless otherwise shown. Up to 8" of bearing width may be
used, which will permit on increase in maximum overall span of 8" .
210 Sanford Grip - Master (2 x 5)
2x4 Sub -foc
(by Builder)
ed Nails
1/4" clearance
36" to 48"
8 d Nails
13 Sanford Grip - Master (1 x 3)
2 x 4 or 2 x 6
Top Chord of Truss
TYPICAL
26 Sanford Grip - Master (2 x 3).
1/4" clearance
12" to 24"
Min. 2 x 4 Plate
(by Builder)
TYPICAL
2 x 4 treated Ledger,
bolted
t=
to wall 24" o.c. Shim
Soffit Joist to solid bearing
and attach to Ledger with
Sanford Framing Anchor at
each Joist.
(by Builder)
2 x 4 treated Ledger,
bolted to wall 48" o.c.
Shim Soffit Joist to solid
bearing and attach to
Ledger with Sanford
Framing Anchor at each
Joist.
(by Builder)
1/4" clearance
48" to 72"
� ��_ 13 Sanford Grip - Master (1 x 3)
■2x4 or 2x6 Top
��j C.�or =f Truss TYPICAL - All OVERHANGS
�� '�� 315 Sanford Grip - Master
►-r
�_ 2 x 4 Sub -facia
� � . , (by Builder)
l8dNails
NOTE: In Dade and Broward
Counties, use only #1, 1500E
or equal, stress graded lumber.
Gripmaster Plate with hooked tooth
used on this truss.
(NO NAILS REQUIRED)
Upon request, any public authority
will be supplied a copy of this
design hearing an impression seal.
TYPICAL for concrete tie beams. See
P. 217A for truss anchorage detail using
stud bearing walls in areas of 20 psf
wind Toad and less.
SANFORD
DETAIL OF LEVEL SOFFIT OVERHANG, 2 - 1/2 /12 PITCH AND OVER
Shim to
Solid Bearing
2x4 Plate
(by Builder
TYPICAL
(2} 12 Sanford Grip- Master (1 x 2)
Wedge Block
26 Sanford Grip - Master (2 x 3)
1
8 d Nai is
Nail with three 16 d Nails,
1/8" x 1" Strap Anchor bent
over Top Chord of Truss.
■ TYPICAL
- rte, 13 Sanford Grip - Master (1 x 3)
Concrete Tie Beam
TYPICAL
1/4" clearance
24" to 36"
8 d Nails
..._.-Wedge Block
1/4" c • ante
Up to 12"
(3 x 5)
•
copyrI ht
TR U S S
1962 Sanford Tru.ss, Inc.
TABLE 2 - RESUME OF STRESSES
Truss M<
Nominal
Span
Lb
Clear
Span
Lc
Ax'al Truss Member Stresses
Design Case 1 & 2
Camber
-U1
-U2
+LI
+L2
- Di
+0
25W16Q
16
15.4
3050
2630
2990
1990
490
684
V4'
25W17
17
16.4
3250
2800
3180
2120
522
729
1/4'
25W18
18
17.4
3450
2970
3380
2250
554
773
V4
25W19
19
18.4
3650
3140
3570
2380
586
818
1 /4"
25W20
20
19.4
3840
3310
3760
2510
618
862
1/4"
25W21
21
20.4
4040
3480
3960
2640
650
906
3 /e"
25W22
22
21.4
4240
3650
4150
2770
682
951
3 /e"
25W23
23
22.4
4440
3820
4350
2900
713
995
3 /8"
25W24
24
23.4
4640
3990
4540
3030
745
1040
3 /e"
25W25
25
24.4
4840
4160
4730
3160
777
1080
1 /2"
25W26
26
25.4
5030
4330
4930
3280
809
1130
1 /2"
25W27
27
26.4
5230
4500
5120
3420
841
1170
1 /2"
25W28
28
27.4
5430
4680
5320
3540
873
1220
1 /2•
25W29
29
28.4
5630
4850
5510
3670
905
1260
V2"
25W30
30
29.4
5830
5020
5700
3800
936
1310
1 /2"
25W31
31
30.4
6020
5190
5900
3930
968
1350
1 /2"
25W32
32
31.4
6220
5360
6090
4060
1000
1400
2/e"
25W33
33
32.4
6420
5530
6290
4190
1030
1440
5 /e"
25W344
34
33.4
6620
5700
6480
4320
1060
1480
5 /e"
25W348
34.67
34.0
6739
5800
6596
4400
1085
1510
5 68"
TABLE 1 - MAXIMUM PERMISSIBLE SPANS (Lc)
Lumber Size
2 x 4
Species
Southern Pine
Douglas Fir, Coast Region
Hemlock, West Coast
Grade
No.1
No. 2
1500f Industr.
L.F
1200f Industr.
L.F.
15001 Industr.
L.E
1200f Industr.
L.F
Top Design Case I
23
19
22
19
21
18
Chord Design Case 2
26
21
25
22
23
21
Bottom Design Case I
32
28
31
27
30
25
Chord Design Case 2
33
29
32
28
31
27
Lumber Size
2 x 6
Species
Southern Pine
Douglas Fir, Coast Region
Hemlock, West Coast
Grade
No.1
No 2
Construction
J.& P.
Standard
J. 8 P
Construction
J. 8 P
Standard
J. 8 P
Top Design Case I
34*
28
34
30
32
28
Chord Design Case 2
34*
31
34*
32
34*
32
Bottom Design Case 1
34*
34*
34*
34*
34*
34
Chord Design Case 2
34
34
34
34
34
34
a
aT'%
* Indicates members not fully stressed. 34' -0" Clear Span maximum range this drawing.
1. Design shall be in accordance with "National Design Specifications for Stress
Grade Lumber and its Fastenings, 1957 Edition as omended November, 1957 by
National Lumber Manufacturers Association, except as indicated below. Design any
fabrication shall also be in accordance with the 'Timber Construction Standards',
American Institute of Timber Construction, latest edition.
2. The following combinations of design loads and allowable unit stresses prevail:
DESIGN CASE I:
Live Toad on roof: 30 psf an horizontal
Dead load of roof: 15 psf on horizontal
Dead Iood of Ceiling: 10 of on horizontal
Total 55 psf
15% increase of allowable unit stresses for duration of maximum load.
b
SPECIFICATIONS d DESIGN INFORMATION
DESIGN CASE 2 Is either one of the two equivalent combinations A or B.
A. Live load on roof: 20 psf on sloped area
Dead Toad of roof: 10 psf on sloped area
Dead Toad of ceiling 10 psf on horizontal
Total 40.7 psf on horizontal
with no increase of ollowable unit stresses
B. 55 psf loading (as for Design Case 1) with 33 increase of
allowable unit stresses.
3. Allowable Unit Stresses (for normal short time loading and before any
increase for duration of load is made as given above shall be in accordance
with "Minimum Property Standards'', F.H.A. Form 300, 1958 Edition. Maximum
connector plate Toad: 100 psi. Maximum connector stress 18,000 psi on net
tensile area.
STRESS DIAGRAM - DESIGN CASE I
No Scale
Joint I
2 I /•
12
REVISIONS
Joint 2
Clear Span Lc
Nominal Span Ln
4. Joint connection plates shall be "ORCO" Connector Plotes as manufactured
by the ORCO Engineering Company, Miami, Florida. The plates, shall be stamped
from 16 gauge, hot dipped, golvanized steel. Plates of the shown design and
sizes shall be applied to both sides of each piece of lumber at the indicated
locations.
5. Lumber for top and bottom chords shall be of the species and grades
indicated in Table I, or equal. Web members shall be of a minimum grade
equal to Coast Region Douglas Fir, Construction L.F.
6. Maximum spacing of trussed rafters: 2- 0 "o.c.
fi
4or
As per FHA rqmts.
Dwg. No. from 0 -21 to 0 -5
As per FHA rqmts.
DESCRIPTION
4- 14 -'60
1 -11 -60
12-7-'59
STIEG(i
so �IFI
t /VI C4 TF. '
(No. 6944
STATE OF
�fc�srERED I f.tk
CHECKED BY:
/. AU.
59802
DRAWN BY:
D.J
Se
ioble
NOTE:
For joint details
see Dwg. No. 0 -6.
HALF SPAN ELEVATION OF "W" TRUSS (TYPICAL)
No Scale
14.58 Lc 2 VI p b • c 14.58 Lc
a e
9 Li i 8 L2 j 7
6.67 Lc 6.6 Lc
SPACE DIAGRAM - DESIGN CASE I
No Scale
APP OV D BY:
Symm. About CL--1
R =55 Lc
ERDMAN, SMOCK, HOSLEY B STIEGLITZ
OF FLORIDA, INCORPORATED
ENGINEERING SERVICES
7241 SW 5711, CT. SO. MIAMI 43, FLA.
Joint 3
Joint 5
2.5/12 STANDARD "W" TRUSSES
16 -0" thru 34' -8" SPANS
UNITS 25W16Q thru 25W34B
ORCO ENGINEERING COMPANY
DATE:
10 -13 -b9
SCALE:
NO SCALE
DWG. NO.
0-5
4 I.
F- /- I- 4- -4 -1 -4 -4
2x6 Top Chord
2x4 Top Chord
12
I - I- I-
X X X
I- I-- I-
x x x
I- I- 1--
JOINT 2
2x4 �Splice+i 54„
Bot. Chord
12
1 0/2/52, Spans 16 -26'
0/2/82, Spons 27' -34'
2x4 Top Chord
0/42/82, Spans 16' 9 17'
0/4/10, Spans 18' -21'
112" 0/42/I 4, Spans 22' -26'
2x6 Top Chord=
2x4 Top Chord ---
2x6 Bot. Chord
2x4 Bot. Chord-
0/3^ /IIZ, Spans 16' -24' Optional
2 x4
X X
4
X x
I I—
JOINT 5
12 12
21/21 wersiCtilgME
-. li
X
- i
0 P I F X 2."
„,,,,
F— I— --I --I
X
X
2x4
Bot Chord
0/54/52, Spons 16' -22' with 2x4 T.C.
0/54/82, Spons 23' -26' with 2x4 T.C.
0/7/82, Spans 19' -34' with 2x6 T.C.
JOINT 3
84"
Q Splice -.. 7i"
-4
X
I- -I
X
I- -I
0 /34 /142„Spans 25' -32'
0/34/172, Spans 33' a 34'
2 1 .
—
12
4
Flush
--I -1 ---I -4 -1
X X X X X
— — —4
x x x x x
-I --1 -4 -I -I
12
/--- /- F- I- 1- -1 - 4 -4 -1 -I
X X X X X X X X'
I- I- I- I- I- -4
x x x X * X X X
-X- -x X X X X X X X
I--- I- I.-- r- -I -1 -4 --1 -I
2x4
2x4
12" 0/4 /IIZ, Spons 19' -22'
13" 0/42/13, Spans 23' -27'
142" 0/42/143, Spans 26-31'
16" - 0/42/16, Spans 32-33'
2z4 T. C.
JOINT I
4 2x4 Bot Chord
SPANS 16
-1 -I -- 4
X X X X X X X
/- !- I- -1 -1 1-f --�
x x x _c - -i " x x
I- , . - -- - --1 --1 --- - -I
X x x x x x
/- I- I- I- -I -4 --I -4
x x x x x x x
I- I- H- I- -I -I --I
2x4 B.C.
-1
2x4
2z4
7 '
X Xi x X
X X X X
7
5 1 ..
-1r,1
..
v Z4
n X X IX
X X X
0/ 1 /5 1
JOINT
( With 2x4 9 2x6 Top Chords on Some Structure )
NO.
2x4
Bot. Chord
As per FHA writs.
Re-draft only
DWg.No.from 0-22 to 0 -6
As per FHA rgmts.
DESCRIPTION
REVISIONS
0/42/7
4- 14 -'60
I -11 -6
12 -7 -59
DATE
4 .,
3 8..
Ai
BZ' 0/5 Spons 16' a 17'
10" 0/54/10, Spans 18' -21'
II 0/54 /III, Spans 22'- 26'
- ALTERNATE
-tT
i- I- I- I- I- -4 -1 -1 -4 -I -4
X X X X X X X
I- I- I- I- I- -4 -1- {- 'ti -I -4
X X X X _X- X x X X X
F- 1--- t- -1� -4 -4 -4 -4 -I -1
X -X -- X X X X X X X
f- F- /- r-- --I -4 -4 -4
2x6 Bot. Chord
2x4 Bot. Chord
SPANS 23 30
JOINT 4
SSIEGi .
�TIFlC F
No. 6944
' \ STATE OF
LORtal'/ 42-
'
2x4
59001
12
2x4
2x6 Top Chord
13"
16"
DRAWN BY:
CHECKED BY:
F04.
APPROVED ETY.
0/42/13, Spans 26' 9 27'
0/4/142, Spans 28' - 31'
0/4 Spans 32'-34'
`2x6 Bot. Chord
2x4 Sot. Chord
SPANS 31 -34'
JOINT DETAILS
2.5/12 STANDARD "W" TRUSSES
UNITS 25W16 thru 25W34
ORCO ENGINEERING COMPANY
EROM AN, SMOCK, MOSLEY B STIEGLITZ
OF FLORIDA, INCORPORATED SCALE:
ENGINEERING SERVICES
SO. MIAMI 43, FLA. DWG. NO.
0 -6
7241 SW 370, CZ
DATE
10-13 50
2x6
Bot.
Chard
2x4
N
/ D
J / E
ng� \
� f Girder T ussed Rafter \\
Std. Trussed Rafter. ( No
nl overhang this end )
Fascia Line
TYPICAL ROOF FRAMING PLAN
Scale: 3 /3= l -0
4
4 2
7
2 ,E 4
o
i c3 2x4 12 21/2 0 42/52 2 2 �� 12
1- r- -• T T
� yr 2x T TAT T 2
- II =x � 2x3
E
1" 52° 0-42 /52 x
Vlraer nung irusseu rturiers O
OlUI(UUra I IU>DCU nUu ICI
u
Ridge L
Line
\
2x4 C
Cats
J /
/ /A \
B \
J /
C
/ C
Z ' ssnij Pu3 moo
1 ..TS 1
(No over
this end ).
JOINT I
JOINT 3
Scales: 3 / = I" (Typ.)
JOINT 2
JOINT 4
2
4
Symmetrical About 1,
( Typical )
4L0
VALLEY TRUSS "All
( UNIT 25V4 )
2x6
2x12
8L0"
VALLEY TRUSS "B"
(UNIT 25V8)
VALLEY TRUSS 'C"
( UNIT 25V12)
VALLEY TRUSS "0"
( UNIT 25V16)
VALLEY TRUSS "E"
(UNIT 25V20)
Scales: %2 =1L0 (Typ
No.
REVISIONS
/2- Y -$
Dote
12 (Typ.)
i i. —Std. Trusses at
2-0 o.c.
GENERAL NOTES a SPECIFICATIONS:
I.- All lumber shall be No. I Southern Pine
(1500f ), Douglas Fir ( 15001) or approved
equal.
2.- "ORCO" Connector Plates shall be applied
at the joints on both sides of the trusses, at
the locations indicated.
3.- Trusses shown are for a 2 in 12 slope.
However, valley members can be supplied in
all combinations of slopes and span sizes.
A
1
2x4
N
/2 of 2x6
( See Detail C')
DETAIL "A"
Scale: I%2 = I -
2.5/12 VALLEY TRUSSES
Deem 2d-0 MAXIMUM SPAN
UNITS 25V4 THRU 25V20
( General Reference Sheet )
ORCO ENGINEERING COMPANY
DRAWN BY: DATE:
p.5. ERDMAN, SMOCK, HOSLEY a STIEGLITZ 10- 13 -'59
CHECKED BY: OF FLORIDA INCORPORATED SCALE:
/. 5./J. ENGINEERING SERVICES AS SHOWN
APPROVED BY: 7241 SW 5719 CT SO. MIAMI 43, FLA. DWG. N0.
/
0 -31
TABLE 2 - TRUSS PER UNIT REQ'MTS.
Span Range
Full Span
Carried
Regd. Trusses
per Unit
Design Case
0" to 15 =8"
1
16 -0" to (8' - 8"
15 to 30' - 0"
2
30 -1" to 45 -0"
3
X
0" to 12=6"
I
18 -9" to 22' 8"
12 =7" to 25' -0"
2
25 -1" to 37' -6"
3
X
I X
37' - -7" to 50' -0"
4
0 to 9' -6"
1
X
9' -7" to 19' -0"
2
22 to 26'
19' -1" to 28' -6"
3
No.I Dense KD
28' -7" to 38 -0"
4
X
38' -1" to 47 -6"
5
0" to 8' -0"
I
8' -1" to 16' -3"
2
26 t0 3O' - 8"
16' -4" to 24' -8"
3
24-9" to 33' -0"
4
33' -1" to 41' -6"
5
0" to 6 =6"
1
6' -7" to 13' -6"
2
30' - 9" to 34' 8"
3' -7' to 19 -6
3
19 -7" to 27 =0"
4
27 =I" to 34 =0"
5
34=1" to 41 -0"
6
TABLE I - MINIMUM LUMBER GRADES
Member
Top Chord
2x6
Bot. Chord
2x8
Design Case
1
2
I 1
2
Dense Constr. J. 81 P.
X•
I
X
Douglas Fir Select Str J. 8 P
Coast Region
X•
X
1 X
X
Dense Select Str. J.81 P.
X
X
I X
X
No.1 or No.2 KD
X
X
Southern Pine No. 1 Dense or No. 1 KD
X
X
X
X
No.I Dense KD
X
X
X
X
1865
4065
2
Ut
6 LI
a
3600
SPACE DIAGRAM - 18' - 8" SPAN
No Scale
810
• - Exclude 33' and 34' Spans
Ivl
SPECIFICATIONS a DESIGN INFORMATION
420
STRESS DIAGRAM - 22' - 8" SPAN
Scale: I" = 6000
3 1865 126
b
5 t 4 1� 10 LI 3 9 1 I 1 8
4065 4235 1770 1108 1770
SPACE DIAGRAM - 22L8". SPAN
No Scale
585
9 L2 { 8
1450 1035 1450
SPACE DIAGRAM 26' SPAN
No Scale
2
3
4
9
10
rn
N
7
I. Design shall be in accordance with "National Design Specifications for Stress
Grade Lumber and its Fastenings ", 1957 Edition as amended November, 1957 by
National Lumber Manufacturer's Association, except as indicoted below. Design and
fabrication shall also be in accordance with the Timber Construction Standards ",
American Institute of Timber Construction, latest edition.
2. The following combinations of design loads and allowable unit stresses prevail:
DESIGN CASE I
Live load on roof: 30 psf on horizontal
Dead load of roof: 15 psf on horizontal
Dead load of ceiling: 10 psf on horizontal
Total: 55 psf
15 % increase of allowable unit stresses for duration of maximum load.
D O/ L 5 12
4235
2
1300
4063
01
495
3 02
b
a
315
ZV1 =x3600
495
U 108g0
U= +10650
5
6
STRESS DIAGRAM - 18' -8" SPAN
Scale: I "" 6000#
STRESS DIAGRAM - 26' - 8" SPAN
Scale: 1 "= 6000#
2 0
a
CC
NOTE
DESIGN CASE 2: Is either one of the two equivalent combinations A or B.
A. Live load on roof: 20 psf on sloped area
Dead load of roof: 10 psf on sloped area
Dead load of ceiling: 10 psf on horizontal
Total: 40.7 psf on horizontal
with no increase of allowable unit stresses.
B. 55 psf loading ( as for Design Case 11 with 33 increase of
allowable unit stresses.
3. Allowable Unit Stresses ( for normal short time loading and before any
increase for duration of load is mode as given above) shall be in accordance
with "Minimum Property Standards' , F.H.A. Form 300, 1958 Edition. Maximum
connector plate load: 100 psi. Maximum connector stress: 18,000 psi on net
tensile area.
1. Design loads shown for 55psf loading.
2. For typical plan detail of girder trusses
and joint details, see Dwg. No. 0-
Joint I
Nominal Span Ln
Nominal S.an Ln
3 46 Min. (Typ. All Trusses )
Joint I
Nominal Span Ln
1 4• Bolt w /washer (Typ. where
shown for multi - truss units )
8 -0" to 9' -4"
12
2x8 Bot. Chord
16' -0" to 18' -8" SPANS
Bot. Chord
12
2%21
2x 6 ToP Ch
x
OP
Cho'
d
18' -9" to 22' -8" SPANS
2x8 Bot. Chord
12
2 n 11%.
ii rille
Z
Joint 6
II' -4% to 13' -4"
22' -9" to 26' -8" SPANS
HALF SPAN ELEVATIONS
Scale: 3 /g = I' -0"
4 Joint connection plates shall be "ORCO" Connector Plates as manufactured by
ORCO Engineering Company, Miami, Florida. The plates shall be stamped from 16
gouge, hot dipped, galvanized steel. Plates of the shown design and sizes shall be
applied to both sides of each piece of lumber at the indicoted locotions.
5. Lumber for top and bottom chords shall be of the
species and grades indicated in Table 1, or equal Web
members shall be of a minimum grade equal to Coast
Region Douglas Fir, Std. J.& R.
6. Maximum spacing of trusses: 2 =0" ac.
7 Minimum bearing of support: 8"
59002
Symm. -About . Except
Joint 3 Splice (Typ. All Trusses)
Joint 3
Joint 5
Joint 3
Joint 5
2.5/12 GIRDER TRUSSES
I6' -0" to 26' -8" SPANS
UNITS 25G16g to 25G26
ORCO ENGINEERING COMPANY
DRAWN BY: DOTE:
ERDMAN, SMOCK, MOSLEY 8 STIEGLITZ
CHECKED BY: OF FLORIDA, INCORPORATED SCALE:
ENGINEERING SERVICES
APPROVED BY: 7241 SW 57th CT 50. MIAMI 43, FLA. DWG. NO.
V2
C
v
1450 2 Ut ,i Ilftlaftlimftaft. 1450
{
I .... • 10 LI
4350 9 L2 8 I 7 �6
1500 1000 1500 4350
675 3 112
SPACE DIAGRAM - 30' - 8" SPAN
No Scale
525
JOINT I
450
232'
10 L1 9 L2 8
4088 1275 870 1275
SPACE DIAGRAM - 34' -8" SPAN
No Scale
675
Rush
Wi z �
x �z X x x x % X x
x x x r
2x8 Bot. Chord
JOINT 3
7
STRESS DIAGRAM
30L8" SPAN
Scale: 1". 6000
STRESS DIAGRAM
34' -8" SPAN
Scale: I" =6000
2x6 Top Chord
2x6 Top
Chord
1350
16
4088
Joint Detail Scales: 1 / = I"
Nominal Span Ln
JOINT 2
13 -4 to 15' -4"
Joint 6
* NOTE.
See Table 2 for number
of trusses required per unit.
3' /11 fi min. ( Typ. all trusses)
2x8 Bot. Chord
Joint I
Nominal Span Ln
2x6 Top Chord
ORCO Plates
TYPICAL PARTIAL PLAN
(TWO TRUSS UNIT SHOWN
Scale: 3'q = I -0"
1.6
OP
26 -9" to 30 -8" SPANS
30 -9" to 34 SPANS
HALF SPAN ELEVATIONS
Scale: 3 /g = 1=0"
+Flush of Jt.
Intersection
2x8 Bot. Chord JOINT 4
2x8 Bot. Chord
JOINT 5
+F ush at Jt.
Intersection
- slIEGzi
i, eFIC, e ,
:..
(No. 6944
{r ,..
STATE OF
'P i'`\ F L ORIOP / 4,!,,
r ERED FA
39802
12
0/7/172
DRAWN BY:
CHECKED BY:
APPROVED BY:
Joint 3
1 --Symm. about C Splice
17
JOINT 6
Optional to 24' -0" Spans
Ir -Symm. About C Except
Splice. (Typ. All Trusses)
'b Bolt w /washer
(Typ. where shown for
all multi-truss units).
Joint 5
—2x8 Bot. Chord
2.5/12 GIRDER TRUSSES
26' -9" to 34-8" SPANS
UNITS 25G26a to 25G34a
ORCO ENGINEERING COMPANY
ERDMAN, SMOCK, HOSLEY S STIEGLITZ
OF FLORIDA, INCORPORATED
ENGINEERING SERVICES
7241 SW 5718 C7 SO. MIAMI 43, FLA.
DATE
SCALE:
DWG. NO.
2' -0"
Pitch Varies
--4- 2.6 Top Chord
0
0/2/22, FE
5"
2 OVERHANG WITH • RETURN
2' -0 "• OVERHANG • Fr • RAKE SOFFIT
WHERE •2x4. 9. 2x6• TOP• CHORDS• OCCUR - ON•SAME•ROOF
2 -O" OVERHANG'• WITH • RETURN
WHERE• 2x4 a• 2x6• TOP •CHORDS OCCUR ON SAME• ROOF
2.-0- • OVERHANG • FOR RAKE • SOFFIT
0/2/4, N.E
Wedge
0/2/52, E.F
0/2/2„ E.F
0/2/4, N.
0/2/4, FE
2x6 Top Chord
2 •O RAKE OVERHANG
WITH 2L O" CANTILEVER
_� -2x6 Top Chord
OVERHANG • WITH • FLAT• RETURN • 8 RAKE • SOFFIT
2 -6" • TO. 6' -0 "• OVERHANG • WITH • FLAT RETURN
NOTES:
® -Bend rafter onchors over top chord as shown
pB -2x4 Ledger to be bolted at 3' -0" ctrs. for
all overhangs over
0 -Provide metal grip clips, hangers, or other
suitable fasteners at 2x4 ledger.
All trusses at 2'- 0 "o.c. except as otherwise
noted.
Trusses not to be bearing on interior partitions
unless so designed. 34" min. to II/q• max. space
between bottom of truss and top of partition
required.
All lumber shall be No.I Southern Pine (15001),
Douglas Fir (1500f) or approved equal.
se02
DRAWN BY:
ORCO ENGINEERING COMPANY
APPROVED 9Y.
ORCO TRUSS SYSTEM
TYPICAL OVERHANGS
ERDMAN, SMOCK, MOSLEY 9 STIEGLITZ
OF FLORIDA, INCORPORATED
ENGINEERING SERVICES
7201 SW 57,5 CT SO. MIAMI 03, FLA.
DATE:
SCALE:
DWG. N0.
O
0
—
'
Pc,„E
38. 84
33.
33.25
C�1 `7 ✓° 4�
s•34
t43.
IMF: TILL.
7(7 7 e
nl
143.48 Li T'
4
c.75
I -STY. C53. R. E.5 . fl
u1
� I
mF a
21.
r 3
L . j3
D G�vc.!/o
t . 5 PA'T
83.13 C 32.7 Pt41) 1.'.
,34
0
l
E= I iV . DEG . , t G�
5 /4 02Z.G 4 V1O 0t V O.
N. E. Jo "nvF_�
LC.)C- & toKi
cr2Ib$? CorttN th t
the Sunr y of tho pr erg doscritKA
h'3 °2'.n Ir °:'u and ccrract to the
has', of m,i k'ricii{ dg2 and bc1 :cf ebs
r R,Wi'J !lrv::yF;Ci L"idu my di -ction
a.rc° r'i t thorn ar o no cncro,chments
u,11 ss shown or iiot d.
Reg. Surveyor No. 1015 St:at
14
F i:cs 1t91si1 eti r'1�i bLU
public R cs of FS Orsantv,
DONALD W. McI N! T OSH ASSOCBATES
1100 N. E. 125th ST.
NORTH MIAMI, FLORIDA
V\ ET C 1-t OF 3 U 1Z..0 E_`(
a �
LOTS I 2 (LOCK IC)C)
EkJDErD PLAT O
FL A. ,