HomeMy WebLinkAbout281 Coachman CtFRUMI_V ED
JUL 14 2015
BY:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 5—
Documented Construction Value: $ 3 fO 6
Job Address: 4? g/ Coo c A4,21V a
Parcel ID:
Type of Work: New Addition
Description of Work: A.0- % o
9 fix/ 5 4 -
Historic District: Yes No
Residential Commercial
Alteration Repair Demo Change of Use Move
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Plan Review Contact Person:
Phone: VO 7 7,-7_5' J-0 a ? Fax:
uis (N K M. ( A
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Title:
Email: op 13 ` 1P,,46. 60
Property Owner Information
Name '' S C"?f"'-04A110 Phone: V49? 7a R377
Street: a r C r,'A chi ranti G Resident of property?
City, State Zip: Sin.io Y a
Contractor Information
Name EnJN s SNF
Street: F0 'q x 11-5- 3h y
City, State Zip: Dcv C— %9 01
Phone: lr'O790a"l
Fax:
State License No.: 7Z X 11 o 6684
Architect/Engineer Information
Name: /7, /l 1 Jt_ C''
Street: 402
City, St, Zip: G 117
Phone: 3 S d
Fax:
E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
6 O F -G 6
i r
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 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 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.
A
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws
re77;7SignatureofOwner/Agent Date Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Print Contractor/Agent's Name
MY COMMISSION # FF 178648
EXPIRES: February 25, 2019
Bonded Thor Notary Public Underwriters
Contractor/Agent is Personall nown to Mor/
Produced ID Type of ID I Lif , (a, ) 12- 6
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: IS UTILITIES:
ENGINEERING: FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
BUILDING:
91-"
1' WI ff
COMMENTS: iAC b mSaff afuenrnum ('ar7oC-4- larnor-(-- Mu.4
Revised: June 30, 2015 Permit Application
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THIS INSTRU DENTPREPAR BY:
Name: N414 -t6 % AMV15`7
Address:
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
11ARYANNE NORSEr SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BK 8507 Pg 1894 (IPSS)
CLERK'S 8 201507092
RECORDED 117/16/21715 02:55:56 PH
RECORDING FEES `l•10-00
RECORDED BY hdevore
Permit Number: / ? — 3 3 9' Parcel ID Number: / X -JO " 30 - 3 0 (9 — 0 / 30" X000
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROZERTY: (Legal description of the p p y and lreet address if available)
7 / C q,,, /n 4+a A N C + . S'! M t o . u _ .1 77
GENE %L DESCRIPTION OF IMP
47 1" A 12 %? 11 n 4
OWNER INFORMATION,,,: /
Name: 'T o Sly A 12
Address:
rft '
0-4L1, r,- n v G-('. /'1 7 7
Fee Simple Title Holder (if other than owner) Name:-
Address:
ame:
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name: '"
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
u.) COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
V— FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
CV INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
C BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
r Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
J to the best of my knowledge and belief.
rar
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is .-....&1011,
Y
lhvnefs Signature Ownefs Printed Name
Florida tatute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead."
0 1
A State of V1 i d cti County of (7 Ve
Oz The foregoing instrumUtwas acknowledged before me this C _ day of L Y 4%. l! 20
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by 0 V V lJ 1.V\ Who is personally known to me
Name of person making statemt , /
OR who has produced identification L J type of identification produced:
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TIFFANY DENISE'NAJERA
z )* MY COMMISSION#FF078786 Lary g 'azure
oW EXPIRES December 22, 2017
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407) a98 0163 FloridallotarySeivice.com
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Carriage OVe
JULY 16, 2015
TO: City of Sanford/ Seminole County Permits Dept.
Re: Permit for lot 0281- 281 Coachman Ct. Sanford, FL 32773
To Whom It May Concern,
This letter is to inform you that Mr. Dennis Harney of Harney Aluminum Inc. is
authorized to do business within the confines of Carriage Cove. He is also authorized to
pull permits pertaining to the work being done at 281 Coachman Ct. Sanford, FL 32773,
which belongs to Jose Caroballo. Please allow this letter to serve as written permission
to do such. The community parcel ID number is 12-20-30-300-0130-0000.
If you have any questions regarding this letter or any matter related to your
account, please feel free to contact the office for assistance.
Sincerely,
Tiffany a
Carriage Cove Community Manager Tiffany Naiera
Community Manager ~
Carriage Cove sviv coMMvivrnrs. xrio: "
500 Carriage Cove Way I Sanford, FL 32773
P: 407.323.8160 a7
tnaiera@suncommunities.com
www.CarriageCoveFL.com
NYSE: SUI
500 Carriage Cove Way • Sanford, FL 32773
Phone: (407) 323-8160
www.carriagecoveFL.com
City of Sanford
Aluminum Structures Permit Application Checklist
All permit application packages must be complete prior to acceptance. You must check each box
to the left or indicate n/a on this submittal. A complete application package shall include the
followin
Building Permit Application completed, signed and notarized. Application must include
correct address and complete parcel I.D. number.
Copy of a contract, signed by the contractor and the property owner, indicating the documented
rCopyof n value of the project.
plicablecontractor's license issued by the State of Florida.
A site sj ecific notarized of attorney shall be required from the licensed ntractor—if—
he/she ap . i employee his/her ny to sign the permit application as the
ontractor.
5El Certificate of insurance indicating worker's compensation insurance coverage and naming theCityofSanfordascertificateholder, or a copy of a worker's compensation exemption issued
by the State of Florida (must be submitted with each application if contractor is the applicant).
Comp ed OwnerBui er - a ement / Affidavit (if the owner is the applicant .
Two. (2) site plans indicating proposed location.
Two (2) copies of the signed- and sealed engineered drawings. Wind design data required on
drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I
buildings OR Two (2) copies of previously mastered filed plans. Indicate all details and options
that apply.
Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale. Ci -
Include all framing sizes and types. Include any electrical devices to be added.
Two (2) copies of Florida Product Approval, including manufacturer installation instructions
and product evaluation reports, for composite or elite roofing systems. (If applicable)
must
accordance 01.2.1.1.2
Sunroom Category on in
These guidelines were compiled to assist the applicant in preparing an aluminum structure permit
application and may not be complete. The applicant is required to meet all City of Sanford, state, and
federal code requirements.
Revised: February 2015
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TOWN AND COUNTRY INDUSTRIES
N' ALUMINUM ROOF RISER ,PANELS
CODE COMPLIANCE SUMMARY
1. CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES
2. FOR USE IN THE NON-HVHZ AREA ONLY
3. LOAD SPAN TABLE DESIGN BASIS ,
3.1. RISK CATEGORY: I
2. EXPOSURE CATEGORY: B AND C
3.3. WIND ZONE: 110, 116, 120, 130, 140, 160, 160, 170 AND 180 MPH
3.4.DEAD LOAD: 10 PSF
3.5. LIVE LOAD: 20 PSF
3.8. WIND LOAD: ENCLOSED, ENCLOSED WITH OVERHANG, OPEN AND OPEN WITH OVERHANG IN
ACCORDANCE WITH ASCE 7-10 CHAPTER 30, COMPONENTS AND CLADDING
3.7. MAXIMUM MEAN ROOF HEIGHT: 30 FT
3.8.SLOPE: APPLICABLE TO ROOF SLOPES FROM 01 to 27°.
3.9, DEFLECTION: U60 IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE
BUILDING AND RESIDENTIAL VOLUMES .
4. SITE WIND PRESSURES SHALL BE DETERMINED BY A LICENSED PROFESSIONAL ENGINEER IN
ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND
RESIDENTIAL VOLUMES AND ASCE 7-10 FOR COMPONENTS AND CLADDING BASED ON ALLOWABLE
STRESS DESIGN.
GENERAL NOTES
1. THIS PRODUCT EVALUATION DOCUMENT IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A
SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED
PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE-SPECIFIC DOCUMENTS FOR
USE IN CONJUNCTION WITH THIS APPROVAL.
2. ATTACHMENT OF THE ROOF RISER PANELS TO EXISTING OR NEW HOST SUPPORT STRUCTURE, WHETHER
THAT BE SELF-SUPPORTING FRAMEWORK OR EXISTING BUILDING IS THE RESPONSIBIUY OF OTHERS TO
ASCERTAIN THAT CAPABILITY OF THAT STRUCTURE TO SUPPORT THE LOADS EXERTED ON IT BY THE
ROOF RISER PANELS,
3. THE WIND LOADING USED IN DEVELOPING THE SPAN TABLES IS SHOWN IN THOSE TABLES. THE USER IS
REQUIRED TO ASCERTAIN THAT THE SITE IMPOSED LOADS DO NOT EXCEED THAT USED IN
DETERMINATION OF THE MAXIMUM SPANS,
4. DETAILS SHOWN IN THIS DOCUMENT ARE FOR ILLUSTRATION PURPOSES ONLY AND ARE NOT TO SCALE
UNLESS OTHERWISE NOTED.
S. PROPER CARE MUST BE TAKEN TO PROVIDE FOR DEAD, LIVE AND WINDLOAD DURING CONSTRUCTION.
THIS IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE ARCHITECT OR ENGINEER OF RECORD,
6. WHERE ALUMINUM IS INSTALLED IN CONTACT WITH DISSIMILAR MATERIALS; ALUMINUM MUST BE PAINTED
OR SEALED IN ACCORDANCE WITH THE FBC IN ORDER TO AVOID CORROSION AND TO KEEP DISSIMILAR
MATERIAL SEPARATED.
7. BEAMS. COLUMNS AND PURLINS MUST BE CAPPED AND ARE THE RESPONSIBILITY OF THE CONTRACTOR
OR THE ARCHITECT OR ENGINEER OF RECORD.
8. EXISTING STRUCTURE MAXIMUM OVERHANG IS 2'.
9. EXISTING TRUSSES OR RAFTERS TO BE LOCATED 24' MAX. O.C.
10. GENERAL APPLICATION OF THIS PRODUCT CONSISTS OF: CARPORTS, ROOFOVERS, SCREEN ROOMS AND
SHED APPLICATIONS.
11. THESE PRODUCTS ARE FOR EXTERIOR USE ONLY.
C
ti
ALUMINUM ROOF PANELS
3"X 0.024'
3. 38 • 3" X 0.032'
311 X D.D4D'
3"X 0,060"
12.000 ALUMINUM 3106'H14
MATERIAL PER ASTM B209
3" ROOF RISER PANELS
SCALE: 4"• 11-0' TYPICAL SECTION
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Robed J. Artwnno, P.E.
Florld• P.E. No. 40762
B "i Digitally signed
Y by Robert J.
s Amoruso
irs,y'fy,••{•
y
DN: cn=Robert J,
UIIiiaR,Q, Amoruso, o,
4"ou-PTC Product
r" o nJj bip!gn Group,
Date: 2015.04.09 I1557AS -04'00'
TABLE OF CONTENTS
SHEET SHEET DESCRIPTION
1 GENERAL NOTES d RISER ROOF PANEL DETAILS
2 ENCLOSED STRUCTURE RISER ROOF PANEL SPAN TABLES WITH
AND WITHOUT OVERHANG
3
OPEN STRUCTURE RISER ROOF PANEL SPAN TABLES WITH AND
WITHOUT OVERHANG
4 INSTALLATION DETAILS
Robed J. Artwnno, P.E.
Florld• P.E. No. 40762
B "i Digitally signed
Y by Robert J.
s Amoruso
irs,y'fy,••{•
y
DN: cn=Robert J,
UIIiiaR,Q, Amoruso, o,
4"ou-PTC Product
r" o nJj bip!gn Group,
Date: 2015.04.09 I1557AS -04'00'
Product Evaluation Report
Rule 61G2-3.005 F.A.C. I Report No. 2372 1 Project No. 415-0302 1 4/7/15
Product Manufacturer Product Name, Model and/or Description
Town and Country Industries
400 West McNab Road 3" Aluminum Roof Riser Panels
Fort Lauderdale, FL 33309
Code: Current edition of the Florida Building Code
Compliance Method: 61G20 -3.005(2)(d) — Product Evaluation Report by a Licensed Professional Engineer
Engineering Analysis: The following engineering and/or rational analysis/calculations have been performed:
Structural load resistance of the roof riser panels in accordance with the 2005 and 2010 Editions of the
Aluminum Design Manual.
Product Installation Instructions:
See Drawing No. TC0001, Rev. 0, Dated 4/7/15, Town and Country Industries, Aluminum Roof Riser
Panels, prepared by PTC PDG, signed and sealed by Robert J. Amoruso, P.E.
Limitations Et Conditions of Use:
This product has been evaluated for use outside the HVHZ (High Velocity Hurricane Zone) only.
This product is not Impact Resistance.
Refer to Product Installation Instructions noted above for:
o Maximum allowable wind loads at related maximum allowable size(s) and span(s).
o Other load limitations applicable to the product, if any.
o Overall dimensions and material/grade of main product components, accessories, etc.
o Illustrated diagrams of the attachment of the product to the structure.
o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations.
Site wind pressures shall be determined by a licensed professional engineer in accordance with the
current edition of the Florida Building Code — Building and Residential Volumes and ASCE 7-10 for
components and cladding based on allowable stress design.
Certificate of Independence per Product Approval Rule
61 G20-3.009
PTC Product Design Group, LLC and Robert J. Amoruso, P.E. does
not have, nor will acquire, any financial interest in the company
manufacturing or distributing product(s) covered by this Product
Evaluation Report. PTC Product Design Group, LLC and Robert J.
Amoruso, P.E. do not have, nor will acquire any financial interest
in any other entity involved in the approval process or testing of
the product(s) covered by this Product Evaluation Report.
Evaluated by:.
Robert J. Amoruso, PE
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r/L 321-690-1788 1 FBPE Certification of Authorization No. 25935
Digitally signed by
MMES Robert J. Amoruso
E s s• DN: cn=Robert J.
N as s2 :a ;: Amoruso, o, ou=PTC
Product Design Group,
STA E OF ;+ email=x bert@ptr
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Sf iNLEDate: 2015.'- 4.09
15.4856 -04'00'
Evaluated by:.
Robert J. Amoruso, PE
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r/L 321-690-1788 1 FBPE Certification of Authorization No. 25935
TABLE 3 - OPEN STRUCTURE W/0 OVERHANG - RISER ROOF PANEL SPAN TABLES
TABLE 4 - OPEN STRUCTURE WITH OVERHANG - RISER ROOF PANEL SPAN TABLES
saCoenStructures
MPH Exposure
Design
pressure
sf)
3" Riser x 0.024"
Max. Span Qty,
it) Screws
Single or Multiple Spans (In)
3" Riser x 0.032" 3" Riser x 0.040"
Max. Span Qty. Max. Span Qty.
ft) Screws 00 Screws
3" Riser x 0.050"
Max. Span Qty.
ft) Screws
110
B 24.4 8.3 3 9.6 2 10.7 2 11.9 2
Exposure
C 34.1 7.7 3 8.8 3 9.9 • 3 11.0 2 a
B 26.6 8.1 3 9.4 2 10.5 2 11.7 2
t?15 C 37.3 7.5 3 8.8 3 9.6 3 10.8 3
120
B 29.1 8.0 3 9.2 3 10.3 2 11.5 2
B
C 40.7 7.3 1 4 8.4 1 3 9.4 3 10.5 3
130
B 34.0 7.7 3 8.8 1 3 9.9 3 11.0 2
B
C 47.8 7.0 4 8.1 3 9.0 3 10.1 3
C
B 39.4 7.4 4 8.5 3 9.6 3 10.8 3
140
C 55.2 6.7 4 7.7 4 8.6 3 9.6 3
150 B 45.3 7.1 4 8.2 3 9.1 3 10.2 3
B
C 63.4 6.4 5 7.4 4 8.2 4 9.2 3
C
B 61.5 8.8 4 7.9 4 8.8 3 9.8 3
160
C 72.2 8.1 5 7.1 4 7,9 4 8.8 4
170 B 68.4 6.6 4 7.6 4 8.5 4 9.5 3
B
C 81.7 5.9 6 6.8 5 7.6 4 B.6 4
C
B 65.2 6.3 5 7.3 4 8.2 4 9.1 1 3
180
C 1 91.3 5.6 6 6.6 6 1 7.3 5 8.1 4
TABLE 4 - OPEN STRUCTURE WITH OVERHANG - RISER ROOF PANEL SPAN TABLES
Notes:
1. Wind Design Pressure from ASCE 7-10, Chapter 30, Components and
Cladding multiplied by 0.6 for Allowable Stress Design.
2. Spans shown are applicable to one span or greater.
3. Overhang limited to 6" using Table 3. For greater overhangs, see
separate overhang Table 4 for Open Structures on this sheet.
4. Deflection Limit used above is U60 based on current edition of the Florida
Building Code.
5. Roof heights shall not exceed 30 ft.
6. Applicable to Roof Slopes from 00 to 270.
7. Screws shall be minimum No. 8 Self-Drilling/Self-Tapping Sheet Metal
Screws (SMS) in accordance with ASME 818.6.4 with Minimum Grade 2
Strength. Screws shall be installed at each roof riser panel support
location Into minimum 6063-T51/8" aluminum support structure or better.
Amoruso
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Ocen Structures
G
Ingle or Multiple Spans (in) w th 2' Maximum erhang
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Design 3" Riser x 0.024" 3" Riser x 0.032" 3" Rtser x 0.040" 3" Riser x 0,050"
MPH Exposure Pressure Max, SpanQty. Max. Span Qty. Max. Span Qty. Max. Span Qty.
a
ps ft) Screws ft) Screws ft) Screws ft) Screws
B 24.4 6.2 2 7.2 2 8.0 2 8.9 2
110
C 34.1 5.7 3 6.8 2 7.4 2 8.3 2
115
B 26.6 6.1 2 7.0 2 7.9 2 8.8 2
C 37.3 5.6 3 6.5 2 7.2 2 8.1 2
B 29.1 8.0 2 6.9 2 7.7 2 8.8 2
120
C 40.7 5.5 3 6.3 3 7.1 2 7.9 2
B 34.0 5.7 3 6.6 2 7.4 2 8.3 F-
130
C 47.6 5.2 1 3 6.0 3 6.8 3 7.8 2
B 39.4 5.5 3 6.4 2 7.1 2 8.0 2
140
C 55.2 5.0 3 5.8 3 8,5 3 7.2 2
B 45.3 5.3 3 6.1 3 6.9 2 7.7 2
150
C 63.4 4.8 4 5.5 3 6.2 3 6.9 3
B 51.5 5.1 3 5.9 3 6.6 3 7.4 2
160
C 72.2 4.6 4 6.3 3 5.9 3 6.6 3
170
B 58.4 4.9 3 5.7 3 6.4 3 7.1 3
C 1 81.7 1 4.44 5.1 4 5.7 3 6.3 3
180
B 1 65.2 4.7 4 5.6 3 8.1 3 6.8 3
C 1 91.3 4.2 1 5 4.9 4 6.4 4 1 6.1 3
Notes:
1. Wind Design Pressure from ASCE 7-10, Chapter 30, Components and
Cladding multiplied by 0.6 for Allowable Stress Design.
2. Spans shown are applicable to one span or greater.
3. Overhang limited to 6" using Table 3. For greater overhangs, see
separate overhang Table 4 for Open Structures on this sheet.
4. Deflection Limit used above is U60 based on current edition of the Florida
Building Code.
5. Roof heights shall not exceed 30 ft.
6. Applicable to Roof Slopes from 00 to 270.
7. Screws shall be minimum No. 8 Self-Drilling/Self-Tapping Sheet Metal
Screws (SMS) in accordance with ASME 818.6.4 with Minimum Grade 2
Strength. Screws shall be installed at each roof riser panel support
location Into minimum 6063-T51/8" aluminum support structure or better.
Amoruso
P.E.
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Design Group,
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INSTALLATION DETAILS
0
Fascia Installation Concrete or CMU Wall Installation z
0
EXISTING
FASCIA
BY OTHERS 2 3 16" DIA. ADVANCED
G T R DFORM TAPCONS WITH
1/2" O.D. NYLON OR NEOPRENE
WASHERS SHOWN ATTACH PANEL ,n
HEADER TO CONCRETE/CMU
WALL, ONE (1) 1/4" DIA,
d
ADVANCED THREADFORM TAPCON
WITH 3/4" NYLON OF NEOPRENE
3/4" MIN. SPACING WASHER CAN SUBSTITUTED. 12"
MAX, O.C. SPACING FOR
flINSTALLATIONSCREWS. c w
i
TWO (2) NO. 10 X 2" PH TAPPING
r`
xSMS) SCREWS WITH 1/2" NYLON OR 1-1/2" MI . SPACING o
ROOF RISER PANEL NEOPRENE WASHERS ATTACH PANEL
HEADER TO FASCIA. ONE (1) NO. 14
0
ROOF RISER PANEL HEADE X 2" PH TAPPING SCREW WITH 3/4"
NYLON OF NEOPRENE WASHER CAN
o
SUBSTITUTED. 12" MAX. O.C.
Panel Header Attachment to Fascia
SPACING FOR INSTALLATION SCREWS,
t" MIN. EMBEDMENT 4
ROOF RISER PANEL g
ROOF RISER PANEL HEADE
q
EXISTINGi:
6
FASCIA
BY OTHERS
Panel Installation
4 Screws Shown. See Span Schedule
I- MIN. EDGE ISTANCE (WP) for required Screw (Quantities.
Robert J, , P.E.
FbrlOa P.E..E. No
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Digitally signed
1/4' LAG SCREWS W/ 3/4'
8 x 3/4" MINIMUM SMS
WITH NYLON OR NEOPRENE by Robert J.
DIA SST WASHER AT FASCIA
CONNECTION 3/4" NYLON OR
WASHERS EQUALLY SPACED
AT ANCHORING LOCATIONS
Amoruso
DN:Cn Robert J.
ROOF RISER PANEL t-3 4' EMB.
AND
NEOPRENE WASHER AT PANEL
gom'
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0
MIN.
ROOF RISER PANEL HEADE FIEAOER FASCIA CONNECTION
ATTACH FASCIA TO TRUSS OR
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Date 2015.04.09
1559:36.04'00'
REQUIRED INSPECTION SEQUENCE
BP# K-- 1-2 3;:Z
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof (Com'l)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Solar
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial — New
Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
REVISED: June 2014
Address:t* w caktuh& r
ELECTRICAL PERMIT
Min Max/ Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
Electric Rough
Pre -Power Final
Temporary Pole
Electric Final
PLUMBING PERMIT
Min Max Inspection Description
Roof Storm Drain Rough
Plumbing Underground
Plumbing 2na Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
Mechanical Final