HomeMy WebLinkAbout610 W 9 St 147-876 ElectricalI*
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CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 17-e< 010
10 Documented Construction Value: $ 49,304.09
Job Address: 01 WEST 9TH STREET SANFORD Historic District: Yes No
Parcel ID: 25-19-30-5AG-1009-0060 Residential X Commercial
Type of Work: New [A Addition Alteration Repair Demo Change of Use Move
Description of Work: INSTALL NEW 1000 AMP ELECTRICAL SERVICES FOR 16 UNIT APARTMENT
Plan Review Contact Person: JOSEPH HILLERY SR Title: GC
Phone: 407-330-7104 Fax: 407-328-8055 Email: JMHillery@RLHManagement.com
Property Owner Information
Name COASTLINE APARTMENTS LLC
Street: 815 S FRENCH AVE
City, State Zip: SANFORD FL 32771
Phone: 407-322-0216
Resident of property? : NO
Contractor Information
Name L&C ELECTRICAL SERVICES INC; LC GIBBS Phone: 407-468-1307
Street: 4813 LAKE RIDGE ROAD Fax:
City, State Zip: ORLANDO FL 32808 State License No.:
Architect/Engineer Information
Name: N/A Phone:
Street:
City, St, Zip:
Bonding Company: N/A
Address:
Fax:
E-mail:
Mortgage Lender: N/A
Address:
ER13013736
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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Th Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
a
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 regulating construction and zoning.
0 %7 _ /2-/,. -/ ?
Signature of Owner/Agent Date
Contractor/Agent's Name
a-6- I '
PAY 01sjo" , ANNETTE BLAND
Lw-w
Notary Public State o1 Flaids
Notary Public State of FIorIOaMy Comm. Expires Dec 26.2017
Commission # GG 060623 Commission I FF 079286
My Comm. Expires Jan 16. 2018 N•`•`r Bat e0TIM*Na MItittlayA m
Owner Agent is Personally nown toy Me or Contractor/Agent is ersonally Known to Me or
Produced ID Type of ID Produced ID — Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
4
RLHIMLicense #:
CGC 1512297
P.O. Box 625
Sanford, FL 32772-0625rMyGCOMLHManaQement.com
CONSTRUCTION COMPANY Phone 407-330-7104
Reliable Luxury Habitations Fax 407-328-8055
Date: 12/06/17
Trade Contractor
Purchase Order &
Notice to Proceed
Page 01 of 01
Trade Contractor: LC Gibbs
Company Name:LBC Electrical Services, Inc
Job Number: WO#701 Property Owner: coastline Apartment LLc
Property Address: 610 W 9th Street
Work Phone: 407-468-1307 Cell Ph. 407-468-1307 City: Sanford, FL 32771
Email: LCgibbs210@aol.com Fax Phone: City/County Permit #: 17-876
Contractor:
Contact Person:
Address:
Email Address:
Phone Number:
Project Name:
Project Location:
RLH Construction
JM HILLERY
P.O. Box 0626, Sanford, FL 32772-0625
JMHillery(cD-rlhmanagement.com
407-330-7104
Maple Street Apartments Work Order #: RFQ-701
610 W 9th Street
Sanford, FL 32771
Quote Due Date: 12/01/17 Project Manager(s): RT Hillery
Scope: Please see Schedule A with inspection report and work order #4.
Acceptance of Agreement
After review of the above referenced property and scope of work your company shall furnish all Labor &
Materials for a lump sum of $49,304.09 for stated work outlined in the attached Quote Work Order#: RFQ-
701 Date 12/01/17. All work will be in accordance with state and local codes and will be quality workmanship.
Payment Schedule: 1st payment $19,721.65 2nd payment 14 791,22 3rd payment 14 791,22
1st payment 40%, 2nd payment 30% 3rd payment 1U. after final inspection passed
Work shall start on: December 07, 2017 and shall be completed on or prior to: May 20, 2018 ;
d all work is not completed and passed final inspection by Sp in on agreed completion date Trade Contractor agrees to pay a penalty up to $250 00 per day.)
The stated prices, specifications and conditions are satisfactory and are hereby accepted.
Signature: waned Date: 12/06/17
Trade Contractor Owner/Agent
I authorize the above company to do the work as specified above.
Signature: >IL zzj - _ Date: 12/06/17
RLH Authorize Agent
PERMIT # ( CITY OF SANFORD
BUILDING & FIRE PREVENTION- DIVISION
EARLY START AUTHORIZATION — APPLICATION/PERMIT
Project Name• (1 oAS M 14JF B'r r' % 1 %S Date: lfsZg 7 Project
Address: tP ly S I Irc, STD'^ Contractor Name:
EARLY START
AUTHORIZATION CONDITIONS City of
Sanford and the Owner/contractor listed agree to the following: I. A
complete building permit application and plans shall be submitted at the time of the request for Early Start Authorization. 2. This
Early Start Authorization is for interior work or other work as determined by the Building Official. 3. Work
must comply with any and all other local, state and federal agencies related to the development and construction proposed and
compliance with asbestos NESHAP regulations must occur for all demolition work. 4. Work
shall not be concealed and must remain open for all necessary inspections. At the time of inspections, any work concealed shall
be uncovered. 5. The
contractor acknowledges that all subcontractors will be properly licensed and have current worker's compensation coverage. 6.
All
subcontractors are responsible for pulling their own permits. 7. Inspections
of work for any construction trade will not be made until a permit has been issued for the trade. 8. The
Early Start Authorization does not guarantee that construction plans will be approved as submitted. All work done prior to the
issuance of the required permits shall be at the Owner's/Contractors risk. 9. The
Owner/Contractor acknowledge that additional fees, including but not limited to impact and zoning fees, may be due at the time
of building permit issuance, and or prior to Certificate of Occupancy. 10. The
Owner/Contractor acknowledge that additional site improvements, including but not limited to installation of a grease trap, accessible
parking and landscaping, may be required at the time of building permit issuance. 11. The
Owner/Contractor agree to indemnify and hold the, City of Sanford/Agents free and harmless from any and all claims, causes of
action, damages, losses penalties or costs, including but not limited to, all attorneys fees (whether from litigation or administrative proceeding,
including cost and fees on appeal), with respect to any person or government authority arising out of, either
directly or indirectly, the construction or operation at the premises covered by the Early Start Authorization, whether the
liability, loss or damage is caused by, or arises out of, the negligence or the City of Sanford/Agents or its officers, agents,
employees, or otherwise. 12. If
the City of Sanford/Agents shall be subject to any claim, demand or penalty or become a party to any suit or other judicial or administrative
proceeding by reason of any claimed act or omission by any party, or by reason of any act occurring on the subject premises,
or by reason of any omission with respect to the construction or operation on the subject premises, the Owner/contractor
shall indemnify and hold City of Sanford/Agents harmless against all judgments, settlements, penalties and expenses, including
attorney's fees, court costs and other expense of litigation of defense relating to such claim or litigation or administrative
proceeding, at the election of the City of Sanford/Agents, the Owner/Contractor shall also defend the City of Sanford.
13. It
is understood and hereby acknowledged between the parties hereto that the City of Sanford/Agents shall not be liable for any act
or other obligation to the Owner/Contractor. 14. This
Early Start Authorization will terminate upon the issuance of a Building Permit for property covered under this Early Start Authorization;
however, this agreement shall remain in effect for all events occurring prior to the issuance of the Building Permit.
By signing
this Early Start Authorization Application, the undersigned acknowledges and agrees to condition I through 14. I---- 3 ' ._/,
Z
Contractor Signature
Owner Signature Date No woar
pis f 1 PB yip —/ 7 S ve-
4p h ,
f COUNTY OF SEMINOLE I O 5
IMPACT FEE STATEMENT
STATEMENT NUMBER: 17100003
BUILDING APPLICATION #: 17-10000318
DATE: May 25, 2017
BUILDING PERMIT NUMBER: 17-10000318
1 U lQ
UNIT ADDRESS: W 9TH ST 610 25-19-30-5AG-1009-0060 I/y a too
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
N OWNER NAME:
ADDRESS:
1•f
p APPLICANT NAME: COASTLINE APARTMENTS LLC
ADDRESS:ADDRESS: 815 S FRENCH AVE SANFORD FL 32771
I-
U LAND USE: DEMO 2 SFR REBUILD APT BLDG
TYPE E: DESCRIPTION: WORK CITY-SANFORD
i - SPECI NOTES: 610 W. 9TH ST / DEMO 2 1989 SFR'S /
REBUILD 16 UNIT APT BLDG
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIA CO -WIDE ORD
Apartment* 435.00 16.000 dwl unit 6,960.00
ROADS -COLLECTORS /A
Apartment* .00 16.000 dwl unit
FIRE RESCUE N
00
LIBRARY CO -WI ORD
00
Apartment* 54.00 16.000 dwl unit 864.00SCHOOLSCO -WIDE D
AApsrtment* 2,100.00 16.000 dwl unit 33,600.00PIICCN/A
LAW ENFORCE N/A
00
DRAINAGE N/A
00
CREDIT FEES: 00
SCI LIBRARY C
Single Family Housing 54.00 2.000 dwl unit 108.00-
SCI SCHOOLS R
Single Family Housing 2,315.00 2.000 dwl unit 4,630.00-
SCI ROAD ARTERIALS C
Single Family Housing 705.00 2. 0 dwl unit 11410.00-
AMOUNT DUE 35,276.00
RECEIVEDTBY: t 1 l H j, 1, SIGNATURE:97
PLEASE PRINT NAME)
DATE: !< to —
NOTE TO RECEIVING SIGNATORY&PLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY REESUIT IN YOUR LIABILITY FOR THE FEE. ***
DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT
2-FINANCE 4-LAND MANAGEMENT
NOTE**
PERSONSEDARE T THIS IATRD/REENATHESEMOLEOUYROADIRE/RESCUESTATEMENTOF
ISSUANCE OF
A BUILDIfiIG PERMIT. PERSONS ARE
ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL
THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE
EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF
THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF
OCCUPANCY OR OCCUPANCY. TH9 REQUEST FOR REVIEW MUST MEET
THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF
RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE
PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL,
32771; 407-665-7356. PAYMENT SHOULD
BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT
1101 EAST
FIRST STREET SANFORD, FL
32771 PAYMENT SHOULD
BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY
BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. THIS STATEMENT
IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN
60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF
CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
INSPECTION SEQUENCE
BP# 17-876
ADDRESS: 610 W. 91h Street
BUILDING PERMIT
Min Max Inspection Description
10 Footer / Setback
Stemwall
10 Slab / Mono Slab
20 Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
30 Sheathing — Roof
40 Roof Dry In
50 Frame
60 Insulation Rough
Firewall Screw Pattern
70 Dr all / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof (Com' l)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
1000 Final Commercial —
Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
ELECTRICAL PERMIT
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
20 Electric Rough
Pre -Power Final
10 Temporary Pole
1000 Electric Final
BI
Min Max Inspection Description
Rough Plumb
10 Plumbing Underground
20 Plumbing 2"d Rough
20 Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
1000 Plumbing Final
MECHANICAL PERMIT
Min Max Ins ection Description
10 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
1000 Mechanical Final
REVISED: June 2014
BMP INTERNATIONAL, INC.
MECHANICAL UNIT STEEL TIE -DOWN CLIP: ATI GRADE & RMTOP MOUNTED APPLICATIONS
75W MIN. WEIGHT,
MECHANICAL UNIT
PER SEPARATE
TYP.
I
CERTIFICATION,
tCENTER OF GRAVITY ! I ''•.
ASSUMED TO ACT AT THE UJ^
GEOMETRIC CENTER OF THE
I
I
MECHANICAL UNIT. SEE DES
MECHANICAL UNIT MUST BE 5
SQUARE OR RECTANGULAR, i
NO IRREGULAR SHAPES. » '`'
I tCENTER OF / SCHEOU
1 GRAVITY/ IAREAANIAREA
PRESSUT
0 I
W I 5
1 Z 5F
f • (,
3' MAX
TYP..,
3' P
n
HOST STRUCTURE DESIGN /./•'ti.
BY OTHERS, SEE DESIGN
SCHEDULES FOR •`
ALLOWABLE SUBSTRATES ^•.` .•`
i/ . „g
i -
3• MAX
3• MAX( %
MECHANICAL UNIT TMP'/
I N TIE -DOWN ISOMETRIC
TYPE OF CLIP AND NUMBE 001
ISOMETRIC PER CORNER WILL VARY PER
CONNECTION TYPES CI•C4 OP
TIE -DOWN CLIP DIRECTIVE EXAMPLE
THE FOLLOWING O MFIE ILLUSTMATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION
MECHANICAL UNIT THAT OONFOR04S TO THE OIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN. SEE SHEETS 4-5 FOR
MECHANICAL UNIT CRITERIA:
CONSIDER THE INSTAUATON OF (1) MECHANICAL UNIT WRIT THE FOLLOWING CRIERIA-
VUR-170 MPH. EXPOSURE YT
48• TALL 48• DEEP X 48• WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS)
INSTALLED TO 3000 PSI MIN CONCRETE W ITM (t)•2' CUP AT EACH CORNER OF UNIT (TOTAL OF (4) CUPS)
PROCEDURE:
00
010-0
iN
FOR 0SURFACE
DESIGN
EEL TIE -DOWN CUPS.
E DETAIL 1/3 B 2/3
R CUP INFORMATION,
xT
i
J
M, FOR ANY GIVEN
SCHEDULES.)
PROCEDURE STEP RESULT
I DETERMINE THE CONNECTION TYPE BASED ON THE OIAGR MS ON SMEET 2 CONNECTION TYPE 3 1
2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A VuR-170 MPH, EXPOSURE V. THIS DESIGN
CRITERIA CORRESPONDS TO TABLE 5
7 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 4B•a4B•-16PT'
THIS UNIT HEIGHT OF 48• IS EQUAL TO THE MA)IMUN ALLOWABLE HEIGHT OF 48•.
NOTM'THIS PRODUCT APPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP
4 CHECK MAXIMUM LINT HEIWR1lESTRICROM OF AN A/C STAND THAT IS A NAXIHUM "- TALLH. IPAN A/CSTAND 15 urruzE0,
CHECK TO SEE THAT TN! STAND DOES NOT EXCEED 30-IN NEIGNT
S CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH IS 4B• WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF N•
THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT.
6 DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATION ADDITIONALLY. THIS UNIT MAY BE INSTALLED ON ROOFTOP HEIGHTS GREATER
THAN 60FT AND LESS THAN l00 FT. SEE (•) ON TABLE S FOR THE NUMERICAL
VALUES OF THIS DESIGN EXAMPLE
DESIGN NOTES:
THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND THE FHA A•
BUILDING 000E FOR USE WITHIN AND OVTSIOE THE HIGH VELOCITY HURRICANE 20
INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA USED 6,
FORROOFTOPEIGHTS (H) S60 Ft AND SECTION LATE
THE ALLOWABLE ROOF -TOP HEIGHTS 29 9 FOR ROOFTOP HEIGHTS (HASCE 7- 10 SECTION )a60 Fl B SECTION
29.4.1 FOR INSTALLATIONS AT GRACE (GCIL..0-3.10 WITHIN THE MVHZ, GC,k_,-
1.90 OUTSIDE THE MVHZ, (GC, I.S FOR ALL LOCATIONS (CONCURRENT). ALL OTHER
DESIGN VARIABLES ARE IN A ANCIE WITH ASCE 7•l0 CHAPTERS 26 B 29. THE HEIGHTS
LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING.
THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30'
TALL A!C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN
THE DESIGN SCHEDULES. GENERAL NOTES:
1. THIS
PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE B ASCE 7.10. THIS PRODUCT MAY BE USED
WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. NO
33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3.
DESIGN
IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS #TEL
01970387A. PTEL 019703878 BY TESTING EVALUATION LABORATORIES, INC.. NO
SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SMALL BE PERMITTED. 4.
MAXIMUM
B MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO
SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE,
TONNAGE, ETC) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE
THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. S. FASTENERS
TO 6E P 12 X W OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE TAPCONS REFERRED
TO HEREIN SHALL BE ITW BURDEX BRAND, CARBON STEEL ONLY, INSTALLED TO
3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL
FASTENERS SMALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT
ELECTROLYSIS. 6. ALL
STEEL CUPS SHALL Be ASTM A283 STEEL (GRAVE 0) WITH FY-33 KSI OR BETTER. ALL STEEL
MEMBERS SMALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF
PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90•RATW COATING REQUIRED FOR
ALL ODASTAL INSTALLATIONS, 7. ALL
CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE
SMALL BE STRUCTURAL OONCREM 4• MIN. THICK AND SMALL HAVE MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 6. THE
CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO
PREVENT ELECTROLYSIS. 9. ELECTRICAL
GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 10. THE
ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SMALL BE
VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTFICATON.
EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED. 11. THE
SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A
LICENSED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS
FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12. WATER -
TIGHTNESS OF OUSTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE
INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED
WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF
STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR
ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS
SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 13.
FOR
AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VHdt WIND SPEEDS USED
IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7•I0. r-I
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CONNECTION TYPE Cl
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PC,
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CONNECTION TYPE C3
2' CUTS • UTTUZE (I) AT eACN CORNER FOR A TOTAL OF (I) PER UNIT
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i
3' MAX
TYP. , '\ 1' CUPS
3' MA
TYP.
UTILIZE (2) AT EACH CORNER FOR A TOTAL OF
it
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few
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II01111/1AI/.E
ANCHOR SCHEDULE:
1" CLIPS 2" CLIPS
SUBSTRATE DESCRIPTION
1)-5/16'0 CARBON STEEL
ITW BUILDER TAPCON,
CONCRETE: 2Y.- FULL EMBED TO
4- THICK MIN, CONCRETE, 3W MIN,
3000 PSI MIN.) EDGE DISTANCE. 31' MIN,
SPACING TO ANY
ADJACENT ANCHOR.
AWALUMINUM: ALL I' 1}P14 SAE GRADES
MIN.
SHEET METAL SCREW TO
THICK, 6061
AWNINUM, PROVIDE (S)
NIN. ALUMINUM)
MI TE5 MIN. PAST THREAD
MANE STEEL:
1)-A 14 SAE GRADES 0.
12A NIN. SHEET METAL SCREW TO THICK.
33 KSI STEEL, PROVIDE (S) MIN.
STEEL) PITCHES MIN. PAST THREAD
PLANE SUBSTRATE
DESCRIPTIOMf Jf UI ZSl
t)•S/16'O CARBON CONCRETE:
RW
BUILDa TA COI r V..'
FULL EMBED TO V
THICI MIN, CONOIem 3)1- MIN. " PSI
PUM.) EOGQ 3N-MIN. Wei' 1ISJACNTI3000PACING
T TOANY HV
a ADJACENTANCHOR. U'
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2)•0II SAE GRADES j a(
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STEEL: ESAE
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MIN. SCREWS SHEET ETMETALSClEWSTOTHICK, 33
KSI STEEL, PROVIDE (S) EE i MIN. STEEL) PITCHES MIN. MST V i6 THREAD MANE
Z 1.
EMBEDMENT
AND EDGE DISTANCE EMUOES FINISHES, IF A"UCASLE. J 2. ENSUREMINIMUMEDGEDISTANCEASNOTEDINANCHORSCHEDULE. 3 3. SEE
DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. Q zOmn 0O 11 1,
4Q9l:
G 9 Z p4k
S
I UNIT
WIDTH
W MAX
6' MAX Lu w
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CLIP PAIR CUP OFFSET E 1 SPACING IF<
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TYP MECHANICAL m i
CUP-CJP
UNIT PER SPACING SEPARATE
CERTIFICATION I
E'
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Otl MAX'- UTILIZE (
4) CUPS EA SIDE TYP. OF
UNIT FOR A TOTAL OF I j (
0) PER UNIT I: 3•
FINf j J 1CONNECTION
TYPE
C4 PS • UTILIZE (
2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT 1 ALTERNATE (
8) CLIP DETAIL lZJ / N.
T.
S. PLAN VIEW THIS DETAIL
MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR
ALL CONNECTION TYPES THAT UTILIZE (2) CUPS AT
EACH CORNER FOR A TOTAL OF (8) CUPS PER UNIT. ON/
NMLLD1V100
J: I 15-2378
G NT
OFSW/RONt
I i ar
t
FOR ANY CUP
LONGER THAN 10'
Air UTILIZE (5)412 SAE
TYP. GRADE S SHEET
METAL SCREWS, TYP.
0.o66•THIQ(
ASTM A283
STEEL, TYP.
v
3)-112 SAE GRADE S
SHEET METAL SCREWS in
FOR CLIPS UP TOS-"',
LONG. UTILIZE (S)-/ 12
SHEET METAL SCREWS
FOR CUPS LONGER
THAN r, TYP.
y: 0 HOLE, WITH OANCHORFROMI'
CLIP ANCHOR
0.7 SCHEDULE, TYP.
onHEa
DIMENSIONS
SIMILAR)
1 1" CLIP ISOMETRIC DETAIL
3 N.T.S. ISOMETRIC
0.07r OR
0.113'THICK
ASTM A283
STEEL, TYP.
09
fo 3)-*12 SAE GRADE S
SHEET METAL SCREWS
FOR CUPS 4. RANG.
UTILIZESHEET
MET'_A_AL SCREWSS FORSCREWS
CLIPS LONGER THAN 4',
TYP.
WO HOLES, NOT TO
BE USED FOR
ANCHORS, TYP.
FACTORY -MILLED Wo HOLES: y
UTILIZE (1) OR (2) ANCHORS 1
mom r CUP ANCHOR
SCHEDULE, TYP.
0.50'
2 2" CLIP ISOMETRIC DETAIL
3 N.T.S. ISOMETRIC
MECHANICAL UNIT BY OTHERS. ALUMINUM
HOUSING UNITS SHALL BE 6063.76 MIN.
ALUMINUM SHEET WITH Fty-30 KSI, 0.125'
MIN. THICKNESS, STEEL HOUSING UNITS
SHALL BE ASTM AGS3 Fy-33KSI MIN.
STEEL, GRADE 33, 22GA MIN. (t-0.0299-).
0.06r THICK ASTM
A203 STEEL CLIP, TYP.
BASE OF UNIT SMALL
BE FLUSH WITH EASE
OF CUP, NO SPACE
PERMITTED, TYP.
3)•i12 SAE GRADE 5 SHEET
METAL SCREWS FOR CLIPS UP TO
S- LONG. UTILIZE (0.812 SHEET
METAL SCREWS FOR CUPS
LONGER THAN S% PROVIDE (5)
PITCHES MIN. PAST THREAD FLARE
FOR EACH SMS, TYP.
ANCHOR PER
ANCHOR
SCHEDULE
SUBSTRATE PER
ANCNoa
SCHEDULEF//ff i
1" TIE -DOWN CLIP
3 ANCHOR DETAIL
3 3' - 1'-0' DETAIL
CUP IS DESIGNED FOR FULL
CONTACT WITH THE BASE OF EACH
MECHANICAL UNIT, TYP.
MECHANICAL UNIT BY OTHERS. ALUMINUM
HOUSING UNITS SHALL BE 6063-TG MIN.
1LUMINUM SHEET WITH Fty-30 KSI, 0.125'
MIN. THICKNESS, STEEL HOUSING UNITS
SHALL BE ASTM A6S3 Fy-33KSI HIM.
STEEL, GRADE 13, 22GA MIN. (t-0.029V).
0.072, OR 0.113'
THICK ASTM A203
STEEL CUP TYP
3)-112 SAE GRADE 5 SHEET
METAL SCREWS FOR CUPS 4'
LONG. UTILIZE (4)-0tZ SHEET
METAL SCREWS FOR CLIPS
LONGER THAN 4'. PROVIDE (5)
PITCHES MIN. PAST THREAD PLANE
FOR EACH SMS. TYP.
BASE OF UNIT SHALL-,,, (1) OR (2)ANCHORS
BE FLUSH WITH BASE/ PER
3SCHEDULE OFCUP, NO SPACE EOULE PERMITTED.
TYP. SUBSTRATE
PER ANCHOR
SCHEDULE
z (
VARIES) 2"
TIE -DOWN CLIP a
ANCHOR DETAIL 3
r - FIF DETAIL CUP
IS DESIGNED FOR FULL CONTACT
WITH THE BASE OF EACH MECHANICAL
UNIT. TYP. FRANK
L UNNMO0. .E 1110N11RN%
Y I,,, U
Z
H
d n
j
Od
Q
3p Z€
29 t N
Lu
2.1 Z
OZ.4
a
W m
artNUNLmNNmo
A 1 15-
2378 a
Nra oasaumorN
i 5
TABLE 1: Vult=175 MPH, EXPOSURE C
FOR USE WITH A RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-)
ALLOWABLE
TIE
CI
ROOFTOP HEIGHT (NJ
DOWN CONFIGURATION TYPE
CZ C3 CI
MAXIMUM
SURFACE AREA OF
UNITYLARGEST
FACE
UNIT
HEIGHT
UNIT
WIDTH
6 FT' 24' MAX 12' MIN N/A AT GRADE AT GRADE H S 200 FT
9 FT' 32- MAX 15' MIN N/A AT GRADE AT GRADE H s 60 FT
4FP
46' MAX 24' MIN
ATGRADE H520OFT H53OFT H5200 FT
6Fr ATGRADE H340FTDE ATGRADE HS200FT
9 FT' N/A AT GRA AT GRADE H S 16D FT
12 FT' N/A I ATGRADE ATGRADE HS40 FT
16 FT' N/A ATGRADE N/A AT GRADE
20 Fr
60'
N/A
MAX IB' MIN
N/A AT GRADE N/A AT GRADE
25 FT' ATGRAOE H/A AT GRADE
30 FT' N/A N/A N/A AT GRADE
36Fr N/A N/A N/A ATGRADE
INU IAOIiq RRMI?110V: IV OC VXV WIInIN InG nYn<WnKJI Wnlwln OKVWMV MV
MULMI-CAGE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY
OF THIS TABLE WITHIN CERTAIN FLORIDACOUNTIES TABLE
3 : Vult=170 MPH, EXPOSURE C FOR
USE WITH A RISK CATEGORY 0 STRUCTURE') ALLOWABLE
ROOFTOP HEIGHT (H) TIE -
DOWN CONFIGURATION TYPE 1
MAXIMUM
SURFACEAREAOF
UNIT UNIT Cl C2 C3 C4 UNITS
LARGEST HEIGHT WIDTH FACE
GfT'
24'MAX IT MIN N/A H5200FT ATGRADE
60FT<
HS160FT HS200FT
9
FT' 32' MAX 15' MIN N/A H
5 LS FT 60FT<
H5200FT. AT
GRADE H S 200 FT 4
FT' AT GRACE HS200FT H5200 FT H5200 FT 4B'
MAX 24'MIN 60FT<
H520DFT 6
FT' ATGRADE HSZW FT HS40
FT 60FT<
HS200FT HS200FT
9FT'
N/A H5200FT AT
GRADE 60FT4H%
SOFT HS200FT 12
FT' NIA AT GRADE N/A H5200FT 60FT4H9200FT
16
FT' N/A ATGRADE N/A H5200 FT 20
FT' N/A ATGRADE N/A I H S 201D FT 25
FT' NIA N/A N/A H 5 30 FT 60'
MAX IB'MIN 60
FT<H S200 FT 30
Fr N/A N/A N/A AT
GRADE 60FT<
HS180FT 36
Fr N/A H/A N/A AT GRADE AS
AN EXAMPLE. THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEA04 COUNTY. CHECK WITH LOCAL AUTHORITY
HAVING JURISDICTION FOR THE APPUCA91UTY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE
2 : Vult=175 MPH, EXPOSURE D FOR
USE WITH A RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE,) ALLOWABLE
TIE
Cl
ROOFTOP
HEIGHT DI) DOWN
CONFIGURATION TYPE CZ
C3 C4 MAXIMUM
SURFACE
AREA OF UNITSLARGEST
FACE
UNIT
HEIGHT
UNIT
WIDTH
6
FT' 24" MAX 12' MIN N/A ATGRADE AT GRADE H s 200 FT_ 9
FT' 3Y MAX 1S' MIN N/A ATGRADE N/A H s 30 FF 4
FT' 6FT'
4M
MAX 21' MIN AT
GRADE H5200 FT AT GRADE Hs200 FT N/
A HS15FT ATGRADE HSIOpFT 9
FT' N/A AT GRADE ATGRADE H S BO FT 12F,
N/A ATGRADE N/A ATGRADE 16
FT' N/A ATGRADE N/A ATGRADE 20
FT' 25
FT, SOFT' —
60'
MAX 4B'MIN N/
A AT GRACE H/A ATGRADE N/
A N/A N/A ATGRADE N/
A N/A N/A ATGRADE is;
N/A N/A N/A ATGRAOE V:
Iqp rVVnlwou= IV OC V49V "Ifni" Ing nvM Wn11.11 WNINN.I0KVWAKV ANY MIAMFDAOE
COUNTIES. CHECK WITH LOCAL AUTHORITY RAVING JURISDICTION FOR THE APPLICABILITY OF
THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES TABLE
4: Vult=170 MPH, EXPOSURE D FOR
USE WITH A RISK CATEGORY II STRUCTURE-) ALLOWABLE
ROOFTOP HEIGHT (NJ TIE -
DOWN CONFIGURATION TYPE MAXIMUM
SURFACE
AREA OF UNIT UNIT CI CZ C3 C4 UNWSLARGESTHEIGHTWIDTHFACE
6
Fr 24• MAX 1Z' MIN WA H S 200 FT AT GRADE 61FT<
HSBO FT H S 200 FT 9
FT' 32, MAX 1S• MIN N/A AT
GRADE 6OFT<
HS200FT H/A I H S 200 FT 4Fr
4B'
MAX 24'MIN 60
FAT GRAD 0R
HS200 FT HS200FT H3200 FT 6FT'
N/A HS20DFT 6OFT<
H6200FT HS200FT SIM
N/A Hsls FT 60FT4ms200FT
AT GRADE N/
A HS
200 FT N
S 200 FT 12FrN/A AT GRADE 60
FT <H S 120 FT N/
A N/A H/A H S 40 FT 16FT' 60FT4H9200FT
20
FT' N/A AT GRADE N/A r H S 40 FT 60FT4HS200FT
N/
A N/A N/A RA
ATI6025FT' 6V
MAX 46' MIN FT <
H FT 30
FT' N/A N/A N/A AT GRADE 60
FT<HS100 FT N/
A N/A N/A ATGRADE 36FrAS
AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM MACH COUNTY, CHECK WITH LOCAL AUTHORITY
HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. kN:
1
F
ry 4` 1 1ET1f1A1ua..•E., 33U,\
CI 5fu8
omo
Q¢1W E8 Niul
C
wwwww
iiiii O
15-
2378 I
NT3 I I ocscATPITONI
I ar
5
4
TABLE 5 : Vult=140 MPH, EXPOSURE B
FOR USE WITH A RISK CATEGORY II STRUCTURE')
ALLOWABLE ROOF -TOP HEIGHT (H)
TIE,OOWN CONFIGURATION TYPE
MAXIMUM
SURFACEAREAOF UNIT UNIT Cl C2 Ci C4
UNITS LARGEST HEIGHT WIDTH
FACE
6FT' 24•MAX 12- MIN 60fT<H5120HSISFT
R
H5200Fr
Hs2WFT HS2WFr 9FT'
32'MAX IS* MIN ATGRADE Hs2WFT NS200 FT HS2WFT 4FT'
I8'
MAK 2/•MIN H5200FT
H9200FT HS200Fr HS200FT 6FT'
H540FT
60FrcHs2WFT
H52WFr
HS200FT H5200FT 9FT'
AT
GRADE 60FT4HS80FT
HS200fF
H52WFT H52WFT 12
FT' ATGRADE I HS2WFT HS40FT 60FT<
H5200Ff H52W
FT 16
FP N/A H S 200 FT H 515 FT 60
FT<HS 100FT H S 200 FT 20
FT' WA Ns200 FT H%lSPT H5200 FT 60FT<
HS180FT 25Fr'
H/A HS10FT
ATGRAOE H52WFT 60*
MAX 48'MIN 60
FT<HS200 rT 6OFT<HSBOFT 3o
F'T' N/A H 515 FT 60
FT <H 9160 FT AT
GRADE H S 200 Fr 36
FT' N/A AT GRADE AT GRAOE H S 200 Fr 60FT<
H980FT AS
AN EKAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARO
COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR
THE APPUCABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNRES. TABLE
7 : Vult=140 MPH, EXI FOR
USE WITH A RISK CATEGORY II STRUCTURE') MAKIMUM
SURFACEAREA
OF UNIT UNIT Cl UNIT'
SLARGEST HEIGHT WIDTH FACE
6
FT' 24' MAX 12' MIN WA 9
FT' 32' MAX 1S' MIN WA 4
F.T, H
5 40 60fr<
Hs 6
R, AT
GRA 48•
MAX 24' MIN 6OFr<
HS 9
FT' WA 12
FT' NIA 16
FT' N/A 20
FT' N/A 25
FT' N/A 60'
MAX 48' MIN 30
FT' N/A 36
FT' N/A TABLE
6 : Vult=140 MPH, EXPOSURE C jWw'll" Fob
USE WITH A RISK CATEGORY R STRUCTURE-) AILOWABLEROOFTOPHEIGHT(
HI YIYE G TIE-
0OYVII CONFIGURATION TYPE MAXIMUM
SURFACE
AREA OF UNIT UNIT Cl
C2 tl CAS UT UNITfGESTHEIGHTWIDTH21TA
6FT'
24•MAX 12'MIN AT GRADE HS2WFT HS2WFr HS2WFY i 10M • 9FT'
32'MAK 15'MIN W rrr
nnn N/
A H12WFT HSISFT HS2WR
HS200FT' HS200
FT H5200 FT HS2WFT H5200 FT FT' cm Z6FT'
AT GRADE 60fr<
H5180FT H5200FT HS200FT HS200FT 2»
is
W
3
tj ATGRAOE
HS2WFT 9FT' 48MAX24•MIN Z T
HS
60FF200FT HS2WFTp/yq` Owb% 0 g
WA H52WFT
ATGRADE 60FT4H5 OFT
HS20OFT 12fT' N/A
60 fTHSISFT
HS2WFT AT GRADE
H52W
FT
16Fr 20Fr Z WA60FT4H5200FT
AT GRADE
HS200FTN/A AT GRADE 60
FT<HSIIO
FT AT
GRADE H5200FT 25FT' 1--I 60•MAX4YMW
Q N/
A AT GRADE
WAHS200FT30FT' I z i O w 36 FT' N/
A
AT
GRADE N/A H s 30 FT al.. 60FT<H5200FT I"I J
Z dn Z t U
Lu ALLOWABLE ROOF-TOHEIGHT (H)
M TIE -DOWN CONFIGURATION TYPE d
I a tl u
o0
IH52WRHS30FT60FTcHS2WFT
HS2WFT
5AT n H5200 FT
D
60
FT<
HRS
140 FT
HS200
FTFT aa Y yyak6 NSZWFT HS2WFT
HS200Fr
FT
H520OFr
HS200FTHS200FTHSIWRHslSFT
60FT<HS2WFr HS2WFF p
i i
i H540FT AT GRADE HS2WFTg
gly 60 FT<HS200 FT 60FT<
H 560 FT 1 AT GRADE 60 FT <H S2WN/
A FT HS2W FT OT'
IOIirtHW41L40FIIIWI 15-
2378 AT GRADE AT GRADE
60Fr<H52WFTHS2WFT
SCAIlN KTAL rAGe 095soup "I AT
GRADE N/
A H 5200FT60FT<HS80Fr WA N/A HS40
FT 60Fr<HS2WFT 5 WA N/A
AT GRACE 60FT<
H5200FT
FORM R405-2014
PERMIT #
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: R0317109 Typical End Unit Builder Name: RLH Construction
Street: 610 West 9th Street Permit Office: City of Sanford
City, State, Zip: Sanford, FL. 32771 OFFICE Permit Number.
Owner: Typical End Unit Jurisdiction: 691500
Design Location: "FL, Orlando County:: Seminole (Florida Climate Zone 2)
1. New construction or existing New (From Plans) 9. Wall Types (696.0 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=5.0 696.00 ft'
b. WA R= ft'
3. Number of units, if multiple family 1 c. N/A R= ft'
4. Number of Bedrooms 2 d. WA R= ft
5. Is this a worst case? No 10. Ceiling Types (787.0 sqft.) Insulation Area
a. Under Attic (Vented) R=38.0 787.00 ft
6. Conditioned floor area above grade (82) 787 b. N/A R= ft'
Conditioned floor area below grade (ft') 0
c. WA R= ft'
11, Ducts R W
7. Windows(50.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 225
a. U-Factor. Dbl, U=0.33 50.00 ft'
SHGC: SHGC-0.27
b. U-Factor. WA ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: a. Central Unit 18.0 SEER:15.00
c. U-Factor. NIA ft'
SHGC: - 13. Heating systems kBtu/hr Efficiency
d. U-Factor. N/A ft' a. Electric Heat Pump 17.2 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 1.333 ft.
Area Weighted Average SHGC: 0.270 14. Hot water systems
a. Electric Tankless Cap: 1 gallons
8. Floor Types (787.0 sqft.) Insulation Area EF: 0.650
a. Slab -On -Grade Edge Insulation R=0.0 787.00 ft' b. Conservation features
b..N/A.- -- - R= -ft' -- None --- --------
c. N/A R= ft' 15. Credits None
Glass/Floor Area: 0.064
Total Proposed Modified Loads: 25.97 PASSTotalBaselineLoads: 28.87
I hereby certify that the plans and specifications covered by Review of the plans and t•tuE ST42,
this calculation are in compliance with the Florida Energy specifications covered by this v0 FO,p
Code.
dw-t't'
calculation indicates compliance
with the Florida Energy Code. r°N• ;;_ `a. OV
PREPARED BY. _ _ _ _ _ Before construction is completed W
DATE: ._._- 03-17-17 ___ _~ ,___ _ this building will be inspected for V
compliance with Section 553.908
1 hereby certify that this building, as designed, is in compliance Florida Statutes. i,,
C •. with the Florida Energy Code. OD WE'ta
OWNER/AGENT:.._._ ..._._ ... __..--________ BUILDING OFFICIAL:
DATE: _.... DATE:----
Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
J
3/17/201711:36 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Pagel of 5
PERMIT # 17 op
CORM R405-2014 OFFICE
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: R0317109 Typical Inner Unit Builder Name: RL.H Construction
Street: 610 West 91h Street Permit Office: City of Sanford
City, State, Zip: Sanford, FL, 32771 Permit Number.
Owner: Typical Inner Unit Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 )
1. New construction or existing New (From Plans) 9. Wall Types(448.0 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=5.0 448.00 ft'
3. Number of units, if multiple family 1
b. N/A
c. N/A
R= ft'
4. Number of Bedrooms 2 d. N/A
R= ft'
R= ft'
5. Is this a worst case? No 10. Ceiling Types (777.0 sgft.) Insulation Area
a. Under Attic (Vented) R=38.0 777.00 ft'
6. Conditioned floor area above grade (ft') 777 b. N/A R= fta
Conditioned floor area below grade (ft3) 0 c. N/A A :• R= ft'
7. Windows(40.0 sgft.) Description Area
11. Ducts
a. Suit -Attic, Ret: Attic, AH: Attic
R ft'
6 225
a. U-Factor. Dbl, U=0.33 40.00 ft'
SHGC: SHGC=0.27
b. U-Factor: N/A fta 12. Cooling systems kBtu/hr Efficiency
SHGC: a. Central Unit 18.0 SEER:15.00
c. U-Factor: N/A ffs
SHGC:
d. U-Factor. N/A fe
13. Healing systems kBtu/hr Efficiency
SHGC:
a. i lectric Heat Pump 17.2 HSPF:8.50
Area Weighted Average Overhang Depth: 1.333 ft.
Area Weighted Average SHGC: 0.270 14. Hot water systems
8. Floor Types (777.0 sgft.) Insulation Area
a. Electric Tankless Cap: 1 gallons
a. Slab -On -Grade Edge Insulation R=0.0 777.00 ft' I b. Conservation features
EF: 0.650
b. N/A R= ft' None
c. N/A R= ft' 15. Credits None
Glass/Floor Area: 0.051 Total Proposed Modified Loads: 25.16
PASSTotalBaselineLoads: 26.68
I hereby certify that the plans and specifications covered by Review of the plans and VUE STgT this calculation are in compliance with the Florida Energy specifications covered by this
04
OCode. calculation indicates compliance
e
y ,, <. .offwiththeFloridaEnergyCode. I-* O
PREPARED BY: ______. _ Before construction is completed D
DATE: this building will be inspected for V y°
compliance with Section 553.908
1 hereby certify that this building, as designed, is in compliance
with the Florida Energy Code.
Florida Statutes.
COD WTS
OWNER/AGENT:__ . _.____ _. ._ _._ BUILDING OFFICIAL:
DATE: .- ------ ---........ - - - -- -- DATE: --- - -- - -
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
17/2017 11:56 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5
Project Summary Job: R0317109
wrightsofC Date: 03-17-17
Entire House By: AD
Florida SPECS Inc
815 S. French Ave. Sanford. FL 32771 Phone: 407-322-0216
Project• •
For: Typical Inner Unit
610 West 91h Street, Sanford, FL 32771
Notes: Load Calculation was obtained from an electronic copy of drawing.
Desiqn Information
Weather: Orlando Sanford, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 41 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 29 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 39 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing _
Structure 5333 Btuh Structure 7917 Btuh
Ducts 1091 Btuh Ducts 3391 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 1826 BtuhPiin
Equipment load 6424 Btuh Use manufacturer's data
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 1a134—Btuh
Method
Construction quality
Fireplaces
Simplified
Average
0
Area ft
Heab'ng Cooling Volume (
ft3) 6215 6215 Air
changes/hour 0.61 0.32 Equiv.
AVF (cfm) 63 33 Heating
Equipment Summary Make
Goodman or Eqv Trade
Split HP Model
GSZ140181K AHRI
ref 8242614 Efficiency
Heating
input Heating
output Temperature
rise Actual
air flow Air
flow factor Static
pressure Space
thermostat Capacity
balance point = 17 OF 8.
5 HSPF 172000
Btuh @ 47°F O
0
cfm 0
cfm/Btuh 0.
50 in H2O Backup:
Aux Heat Input =
5 kW, Output = 17061 Btuh, 100 AFUE Latent
Cooling Equipment Load Sizing Structure
1921 Btuh Ducts
626 Btuh Central
vent (0 cfm) 0 Btuh Equipment
latent load 2547 Btuh Equipment
total load 15681 Btuh Req.
total capacity at 0.73 SHR 1.5 ton Cooling
Equipment Summary Make
Goodman or Eqv Trade
Split HP Cond
GSZ140181K Coil
ASPT29614A AHRI
ref 8242614 Efficiency
12.5 EER, Sensible
cooling Latent
cooling Total
cooling Actual
air flow Air
flow factor Static
pressure Load
sensible heat ratio Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. 15
SEER 13140
Btuh 4860
Btuh 18000
Btuh 600
cfm 0.
053 cfm/Btuh 0.
50 in H2O 0.
84 wri
ht.SOft• 2017-Mer-1711:58:52 1"'
9 Right-SuNe® universal 2017 17.0.10 RSU07440 Pape
1 MCA ...h St Apartments%RO317109Typical Inner UnH.rup Cale - MJ8 House Front faces: W
b- vim9 htsoft~ Manual S Compliance Report Job: R0317109
Date: 03-17-17
Entire House By: JND
Florida SPECS Inc
815 S. French Ave. Sanford. Fl. 32771 Phone: 407-322-0216
Project Information
For: Typical Inner Unit
610 West 9th Street, Sanford, FL 32771
Cooling Equipment
Design Conditions -
Outdoor design DB: 93.0°F - Sensible gain: 13134 Btuh
Outdoor design WB: 75.2°lis- Latent gain: 2547 Btuh
Indoor design DB: 75.0°F Total gain: 15681 Btuh
Indoor RH: 50% Estimated airflow: 600 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman or Eqv Model: GSZ140181K+ASPT29B14A
Actual airflow: 600 cfm
Sensible capacity: 13140 Btuh 100% of load
Latent capacity: 4860 Btuh 191% of load
Total capacity: 18000 Btuh 115% of load SHR: 73%
Heating Equipment
Design Conditions
design DB: 40.9°F Heat loss: 7270 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman or Eqv Model: GSZ140181K+ASPT29B14A
Actual airflow: 0 cfm
Output capacity: 17200 Btuh 237% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 0 cfm
Output capacity: 5.0 kW 235% of load Temp. rise. 26 OF
Meets are all requirements of ACCA Manual S.
Entering coil DB: 80.5°F
Entering coil WB: 64.7°F
Entering coil DB: 70.0°F
Capacity balance: 17 OF
Economic balance: -99 OF
2017-Mar-17 11:58:52wrightsoft• Right -Suite® Universal 2017 17.0.10 RSU07440
Page 14CCP% ...h St Apartments1R0317109Typical Inner Unh.rup Cale - M.18 House Front faces: W
wri htsoft" Duct System Summary 03-
Job: 1109
9 Date: 17-17
Entire House By: JND
Florida SPECS Inc -P-.-CT PcAl.,, '4V--4oGof
815 S. French Ave. Sanford. FL 32771 Phone: 407-322-0210 PERMIT
Project• •
For: Typical Unit
610 West 9th Street; Sanford, FL 32771 0j:j:jCE
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.18 in H2O
0.22 in H2O
0.140 / 0.080 in H2O
jr' 0.131-, in/100ft
0- cfm
Cooling
0.40 in H2O
0.18 in H2O
0.22 in H2O
0.140 / 0.080 in H2O
0.131 in/100ft
600 cfm
168 ft
Supply Branch Detail Table
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FIR
Diam
in)
H x W
in)
Duct
Mall
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
Bath c 200 0 10 0.160 4.0 Ox 0 VIFx 17.7 70.0 st2
Bedroom c 2947 0 147 0.139 8.0 Ox 0 VIFx 21.3 80.0 st2
Khchen C 2980 0 149 0.137 8.0 Ox 0 VIFx 27.5 75.0 st3
Living Rm c 2123 0 106 0.137 7.0 t)x 0 VIFx 22.1 80.0 st2
Master Bedroom C 3355 0 167 0.131 8.0 Ox 0 VIFx 26.9 80.0 st3
Meath c 114 0 6 0.150 4.0 Ox 0 VIFx 23.7 70.0 st3
MWic C 307 0 15 0.141 4.0 Ox 0 VIFx 24.5 75.0 st3
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FIR fpm) in) in) Material Trunk
st2 Peak AVF 0 263 0.137 595 9.0 0 x 0 VinlFlx st1
st3 Peak AVF 0 337 0.131 618 10.0 0 x 0 VinlFlx SO
st1 Peak AVF 0 600 0.131 720 11.4 12 x 10 RectFbg
I Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FIR .
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 0x 0 0 600 60.7 0.131 561 14.0 0x 0 VIFx
2017-Mar-20 15:48:47
y wrightsoft• Right -Suite® Universal 2017 17.0.10 RSU07440
Pape 14M ...91h St Apanments%R0317109 Typical Ford Unil.rup Cat = MJ8 House Front faces: W
wrightsoR- Right-M Worksheet
Entire House
Florida SPECS Inc
815 S. French Ave, Sanford. FL 32771 Phone: 407-322-0216
Job: R0317109
Date: 03.17-17
By: JND
3
4
5
1 Room name
2 Exposed wall
Room height
Room dimensions
Room area
Living Rm
0 ft
8.0 ft heat/cool
12.0 x 14.3 It
172.0 ft'
Hall
0 ft
so R heeUcool
1.0 x 322 R
37 2 rya
Ty Construclnumber ion U-value
BtuNfP-•F)
Or HTM
BIUNtti)
Area
or perimeter (n) B) oor perv er (ft) B)
Heat I Cod Gross WP/S Heat cool Gores WP/S Heart Cod
6 1qI
L-,G
R
L--D
F
13A-Sofa
4A5-20b .- •--
13A-5ocs
11N0 _
0.1i5
0.330
0.125
0N
9.026
w
w_
n
3.84
9.60
3.64
1018
G_;M
28.78
24t3
2378
1.56
10.87
1.42
0.00
115
20
172
172
0 -- —
0 --
95
20
172
0
0 •-•-- 0
0
344
205
1 0
0
0
0 0
147
218
0
0
0
32----3o
0
0 0
0 — - 0
0
0
0
0
0
2
o
0
0
0
6 c) AED excursion
0 0
Envelope loss/gain 679 610 24 46
12 a) Infiltration
b) Room ventilation
0
0
0
0
0
0
0
0
13 Internal gains: Occupants ® 230
Appliancestother
0 0
900
0 0
0
Subtotal (lines 6 to 13) 679 1510 24 46
14
15
Less external load
Less transfer
Redistribution
Subtotal
Dud loads 2096 43%
0
0
4
682
140
0
0
7
Isis
650 2D% 43%
0
0
24
0
0
0
0
46
0
0
Total room load
Air required (Cfm) 822
0
2166
115 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
e1C A wriphtsolR' Rlght-Sulte® Universal 2017 17.0.10 RSU07440 2017-Mar-17 11:50:52
h St Apartments%R0317109Typical Inner Una.rup Cak = MJ8 House Front faces: W Page 5
wrightsoft- Right-J® Worksheet
Entire House
Florida SPECS Inc
815 S French Ave. Sanford. FL 32771 Phone: 407-322-0218
Job: R0317109
Date: 03-17-17
By: JND
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Bedroom
13.9 ft
8.0 ft heal/cod
1.0 x 134.9 ft
134.9 ft'
Bath
0 ry
8.0 R heWCool
87 x 5.3 It
46.2 W
Ty Constriction
number
U-value
BttdYfl{'F)
Or HTM
at ft.)
Area (ft)
or perimeter (ft)
load
Btuh)
Area (1111
or penmeter (ft)
Load
Btuh)
Heat Cool Gross WP/S Heat Cod Gross N/P/S Heat Cool
6
11
1pf •
G
R
L--D
C —
13A-5ocs
4AS-2cb_ - • - - -
13A-50cs
11N0
18B-38ad_. -•-- •--
0.125
0330
0.125
0.350
0.026
w
vy_
n
3.64
9,80
3.64
10.18
0.78
2.48
23 :78
1.56
10.87
42
112
20
88
0
135
92
2
a8
130
395
192
920
0
102
401----
0-- 228
476
137
0
191
t)
0
43
0
U
0
43
0
46
0
0
155
0
35
0
0
0
66
0
66
0
48
14_
6
c) AED excursion 323 0 Envelope
loss/gain 1349 1355 190 132 12
a) Infiltration b)
Room ventilation 1116
0
382
0
0
0
0
0
13
Intemal gains: Occupants ® 230 Appliances/
other 1
230 0
0
0 0
Subtotal (
lines 6 to 13) 2465 1947 190 132 14
15
Less
external load Less
transfer Redistribution
Subtotal
Dud
loads 2M 43% 0
0
8
2473
508
0
0
355
2302
986
2096 0396 0
0
6
196
40
0
0
11
143
61
Total
room load Air
required (Um) 2979
0
3288
174
235
0
204
11
Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed A&-
44-
wrightSarr Right -Suite® Universal 2017 17.0.10 RSU07440 2017-Mar-17 11.58.52 h
St ApertmentslR0317109Typical Inner UnR.rup Calc - MJ8 House Front faces: W Page 4
wrightsoR- Right-lO Worksheet
Entire House
Florida SPECS Inc
815 S. French Ave. Sanford, FL 32771 Phone: 407-322-0216
Job: R0317109
Date: 03-17-17
By: JND
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Kitchen
0 "
8.0 It hea0/cod
13.3 x 123 ft
164.4 IN
Landry
0 It
0 ft heat/cool
3.0 x 2.7 ft
8.0 no
Ty ionConstruction U-value
8100L-F)
Or HTM
Btutwts)
Area (W)
or perimeter (ft)
Load
at
Area (ft)
or perimeter (fU
Load
Btuh)
Heat Cod Gross N/P/s Heat cool Gross N/P/s Heat Cod
6
11
VVppII
G
PII --
D
C__,
F _ _
13A-5ocs — ----
4A5-2ob , . _ _ _
13A-5ocs
11N0
i6B-38ad_„_ _,_•,—
0.125-w
0.330
0.125
0.026
0.989
w
3.64
9.80
364
10.18
0.76
28.78
248--.0_.0_..--
23.78
1.56
10_87
1,42
0.00
0
0
0
184
164
0
0
0
164
0--------0
0
0
0
124
0
0
0
0
0
0
p
0 0
b
p
0
00
0
6 c) AED excursion 0 0
Envelope loss/gain 124 233 6 11
12 a) Infiltration
b) Room ventilation
0
0
0
0
0
0
0
0
13 Internal gains: Occupants ® 230
Appliances/other
0 0
150D
0 0
500
Subtotal (lines 6 to 13) 124 1733 6 511
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct toads 2016 43%
0
0
0
124
25
0
0
0
1733
742 2016 43%
0
0
6
0
0
0
0
511
0
0
Total room load
Air required (dim)
150
0
2476
131
0
0
0
0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
i86, wrights4aft- Right -Suite® Universal 2017 17.0.10 RSU07440 2017-Mar-17 HP.58:
e 3hStApartmenta1R0317109TypicalInnerUnit.rup Calc - We House From faces: W
wrightsoft- Right-M Worksheet
Entire House
Florida SPECS Inc
815 S. French Ave, Sanford, FL 32771 Phone: 407-322-0216
Job: R0317109
Date: 03-17-17
By: JND
1
2
3
4
5
Room name
Exposed wall
Room height
Room cbmensions
Room else
Mwic
0 It
8.0 ft heal/cod
4.7 x 5.7 ft
25.4 ft'
Mbath
0 ft
8.0 it he0Uc001
8.7 x 5.7 ft
49.1 ft'
Ty CorkstW
number
asr U-VwBtWVRue F)
Or
Btwtta) or perimeter (ft) atrfi) or periArea
meter (ft) Load
at
Heat
Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6
11
V"
13A-50C3 R
0
C-..-
4A5;
20b-- --__ 13A-
5003 11N0 -•-•— _
JOB-
38ad •_- 27Acpl
0.
125 0.
330 0.
125 0,
35o 0.
026 0.
989 w
w
n
3.
64 9.
00 354
10.
18 O
jB 248
23.
78 1.
56 10.
87 0
0
0
0
0
0-__.__....
0---- 0
0
0
0
0
0
0
0
0
38
0
D-
0
0
49
0
0
0
0
49
0
0
0
0
37
0
0
0
0
0
1,42 28 2t3 20 0
6
c) AED excursion 0 0 Envelope
Wss/ga^ 20 38 37 70 12
a) Infiltration b)
Room ventilation 0
0
0
0
0
0
0
0
13
Internal gains: Occupants ® 230 Applia=
s other 0
0 0
0
0 0
Subtotal (
lines 6 to 13) 20 38 37 70 14
15
ILess
eta Wed Less
transfer Redistribution
Subtotal
Duct
Weds 20% 43% 0
0
0
20
4
0
0
0
38
16
20% 43% 0
0
6
43
9
0
0
12
81
35
Total
room Wad Air
required (cfm) 200 520 1166 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSOft'
Right-SuNeO Universal 2017 17.0.10 RSU07440 2017-Mar-17 11:58:52 A86` ...
h St Apenmerts%R0317109T Page 2 Typical
Inner UnN.rup Cak a MJ8 House Front feces: W
wrightsoft- Right-M Worksheet
Entire House
Florida SPECS Inc
815 S. French Ave, Sanford, FL 32771 Phone: 407-322-0216
Job: R0317109
Date: 03-17-17
By: JND
1
2
3
4
5
Roan narne
Exposed wall
Room height
Roan dimensions
Room area
Entire House Master Bedroom
25.3 ft 11.3 ft
0 It d 8.0 ftheal/ood
11.3 x 12 7 ft
776.9 W 143.6 ft"
Ty Construction
number
U-value
Btu1Vft'-'F)
Or HTM
B1utYft
Area
or perimeter (IQ
AreaBtu) a penmeter (ft) B)
Heat Cod Gross WP/S Heat Cod Gross WP/S Heat Cod
6
11
t
P
C__
F
13A-Sots
4AS2d) --• _
13A-5ocs
11N0—
189-38ad, _
22ACpl _ - --
0.125
0.330
0.125
0.350
0.026
0.989
w
vv
n
3 80
8.60
3.64
10.18
0.78
28.78
2.48_
23.70
1.56
10.87
1 42
0.00
203
40
245
20
777
777
163
5
225
2p
777
25
582
384
819
205
588
77.7
404 91
951 _-_ 20
351 0
218 _ 0
1102 _ 144
144
7i
2
0
0
257
192
0
0
175
476
0
0
204144109
6 c) AED excursion 646 323
Envelope loss/gain 3314 3672 MW 1178
12 a) infiltration
b) Roan ventilation
2018
0
655
0 1
903
0
293
0
13 internal gains: Occupants a 230
Appliances/olher
3 690 2
2900
480
0
Subtotal (lines 6 to 13) 5333 7917 1787 1931
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct beds 2096 43%
0
0
0
5333
1091
0
0
0
7917
3391 2096 43%
0
0
7
1794
367
0
0
173
2103
901
Total room load
Air regtured (dm)
6424
0
11308
600
2161
0 3004159159
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
wrightsOft- Right-SuileO Universal 2017 17.0.10 RSU07440 2017-Mar-17 11:58:52
h St Apartments%R0317109Typical Inner Unrt.rup Cale - MJ8 House Front faces: W Pape 1
wrightsoft, Project Summary
Entire House
Florida SPECS Inc
815 S. French Ave. Sanford. FL 32771 Phone: 407-322-0216
Project Information
For: Typical Inner Unit
610 West 9th Street, Sanford, FL 32771
Job: R0317109
Date: 03-17-17
By: AD
Notes: Load Calculation was obtained from an electronic copy of drawing.
Design Information
Weather: Orlando Sanford, FL, US
Winter Design Conditions
Outside db 41 OF
Inside db 70 OF
Design TD 29 OF
Heating Summary
Structure
Ducts
Central vent (0 cfm)
Humidification
Piping
Equipment load
Infiltration
Method
Construction quality
Fireplaces
Summer Design Conditidns
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 39 gr/lb
Sensible Cooling Equipment.Load Sizing
5333 Btuh Structure
1091 Btuh Ducts
0 Btuh Central vent (0 cfm)
0 Btuh Blower
0 Btuh
6424 Btuh Use manufacturer's data
Rate/swing multiplier
Equipment sensible load
Simplified
Average
0
Area ft
Heab'n Cooling
Volume (ft3) 6277175 6215
Air changes/hour 0.61 0.32
Equiv. AVF (cfm) 63 33
Heating Equipment Summary
Make Goodman or Eqv
Trade Split HP
Model GSZ140181K
AHRI ref 8242614
Efficiency 8.5 HSPF
Heating input
Heating output 17200 Btuh @ 47°F
Temperature rise 0 F
Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh
Static pressure 0.50 in H2O
Space thermostat
Capacity balance point = 17 OF
Backup: Aux Heat
Input = 5 kW, Output = 17061 Btuh, 100 AFUE
7917 Btuh
3391 Btuh
0 Btuh
1826 Btuh
1.00 I
13134 Btuh
Latent Cooling Equipment Load Sizing
Structure 1921 Btuh
Ducts 626 Btuh
Central vent (0 cfm) 0 Btuh
Equipment latent load 2547 Btuh
Equipment total load 15681 Btuh
Req. total capacity at 0.73 SHR 1.5 ton
Cooling Equipment Summary
Make Goodman or Eqv
Trade Split HP
Cond GSZ140181K
Coil ASPT29B14A
AHRI ref 8242614
Efficiency 12.5 EER, 15 SEER
Sensible cooling 13140 Btuh
Latent cooling 4860 Btuh
Total cooling 18000 Btuh.
Actual air flow 600 cfm
Air flow factor 0.053 cfm/Btuh
Static pressure 0.50 in H2O
Load sensible heat ratio 0.84
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2017-Mer-17 11:58.52wrighttSOft* Right -Suite® Untversal 2017 17.0.10 RSU07440 Page 1
h St Apartmems1R0317109Typical Inner Unit rup Cale - MJ8 House From feces: W
wrightSofC Manual S Compliance Report Job: R0317109
Date: 03-17-17
Entire House By: JND
Florida SPECS Inc
815 S. French Ave. Sanford. FL 32771 Phone: e07-372-0216
Project• •
For: Typical Inner Unit
610 West 9th Street, Sanford, FL 32771
Cooling Equipment
Design Conditions
V
Outdoor design DB: 93.0°F Sensible gain: 13134 Btuh Entering coil DB: , - 80.5°F
Oxidoor design WB: 75.2°F Latent gain: 2547 Btuh Entering coil WR.- 64XF
Indoor design DB: 75.0°F Total gain: 15681 Btuh
Indoor RH: 50% Estimated airflow: 600 cfm
Manufacturers Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman or Eqv
Actual airflow: 600 cfm
Sensible capacity: 13140 Btuh
Latent capacity: 4860 Btuh
Total capacity: 18000 Btuh
Model: GSZ140181K+ASPT29814A
1000/9 of load
191 % of load
115% of load SHR: 73%
Heating Equipment
Design Conditions
Outdoor design DB: 40.9°F Heat loss: 7270 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman or Eqv Model: GSZ140181K+ASPT29B14A
Actual airflow: 0 cfm
Output capacity: 17200 Btuh 237% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 0 cfm
Output capacity: 5.0 kW 235% of load Temp. rise: 26 OF
Meets are all requirements of ACCA Manual S.
Entering coil DB: 70.0°F
Capacity balance: 17 OF
Economic balance: -99 OF
2017-Mar-17 11:58:52
C +
wrightSoft' Right -Suns® Universal 2017 17.0.10 RSU07Ae0
Page 1
h St Apenments1R0317109 Typical Inner Unn.rup Calc . MJB House Fran laces: W
FORM R405-2014
ENERGY PERFORMANCE LEVEL EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 94
The lower the EnergyPerformance Index, the more efficient the home.
610 West 9th Street, Sanford, FL, 32771
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=5.0 448.00 fta
b. N/A
3. Number of units, if multiple family 1 c, N/A
R= fta
R= Its
4. Number of Bedrooms 2 d. N/A R= fta
5. Is this a worst case? No 10. Ceiling Types
a. Under Attic (Vented)
Insulation Area
R=38.0 777.00 ft'
6. Conditioned floor area (ft3) 777 b. N/A R= fta
c. N/A7. Windows" Description Area R= rta
Ductsa. U-Factor. Dbl, U=0.33 40.00 Its
a. a. Sup: Attic, Ret: Attic, AH: Attic
R ft'
6 225SHGC: SHGC=0.27
b. U-Factor. N/A fta
SHGC: 12. Cooling systems kBtu/hr Efficiency
c. U-Factor. N/A fta a. Central Unit 18.0 SEERA5.00
SHGC:
d. U-Factor. N/A ffa
SHGC: 13. Heating systems kBtu/hr Efficiency
Area Weighted Average Overhang Depth: 1.333 ft. a. Electric Heat Pump 17.2 HSPF:8.50
Area Weighted Average SHGC: 0.270
8. Floor Types Insulation Area 14. Hot water systems
a a. Electrica. Slab -On -Grade Edge Insulation R=0.0 777.00 Its 1 gallons
b. N/A R= fta
EF: 0.65
c. NIA R= fta b. Conservation features
None
15. Credits None
certify that this home has complied with the Florida Energy Efficiency Code for Building
onstruction through the above energy saving features which will be installed (or exceeded) SHE sr
ATFonthishomebeforefinalinspection. Otherwise, a new EPL Display Card will be completed
oF =
i
r ,
ased on installed Code compliant features. y
i• ,
3uilder Signature: 9 Date:
ddress of New Home: City/FL Zip:
WE,''
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
3/17/2017 11:56 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
I
M R405-2014
TEMPERATURES
Programable Thermostat: N Ceiling Fans:
CoolingJan
HeatinJan Venting
Jan Feb
fX Feb Feb
Mar
X
Mar Mar
l_
A
r Apr
Ma
May
X
Jun Jun
Jul
Jul
X
Au Aug
X
Se Sep
X Oct
Oct
Nov
Nov
Dec
Dec
Xlx] Thermostat
Schedule: HERS 2006 Reference Hours Schedule
Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (
WD) AM PM
78 --
80
78
80
78
80
78 -
80
78
78
78
78
78
78
78 _
78
80
78
80
78
80
78
80
78
Cooling (
WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM808080807878787878787878Heating (
WD) AM PM
65
68
65
68
65
68
65
68
65
68
65
68
65
68
68
68
68
68
68
68
68
68
68
68
Heating (
WEH) AM PM
65
68
65
68
65
68
65
68
65
68
65
68
65
68
68
68
68
68
68
68
68
68
68
68
N
3/
17/2017 11:56 AM EnergyGaugel) USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2014
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Omt ID Frame Panes NFRC U_-Factor SHGC _ Area Depth Separation Int Shade Screening
1 W 1 TIM Low-E Double Yes 0.33 0.27 20.0 ft' 1 ft 4 in 0 ft 6 in Drapes/Winds Exterior 5
2 W 2 TIM Low-E Double Yes 0.33 0.27 20.0 ft° 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000254 518.2 28.45 53.5 .1856 5
HEATING SYSTEM
System Type -- Subtype _ _ - Efficiency _ Capacity Block_ Ducts _
1 Electric -Heat Pump Split HSPF:8.5 17.2 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type _ Subtype-- - - —` Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 15 18 kBtu/hr 600 cfrn 0.73 1 sys#1
HOT WATER SYSTEM
System Type SubType Location_ - EF - -- Cap Use SetPnt - Conservation
1 Electric Tankless Mwic 0.65 1 gal 50 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name - ---
A
System Model # Collector Motlel # Area FEF
None None
Volume
f'
DUCTS
Supply — Return — Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 225 ftAttic 150 ft' Default Leakage Attic (Default) (Default)
3/17/2017 11:56 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2014
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
8 Slab -On -Grade Edge Insulatio Living Rm 1 ft 0 173 ft' 0 0 1
9 Slab -On -Grade Edge Insulatio Hall t ft 0 32 ft' 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Gable or Shed Composition shingles 842 ft' 162 W Medium 0.65 No 0.9 No 0 22.6
ATTIC
V Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 777 ft' N N
Y •
CEILING
Ceiling Type - - _ Space - R-Value Ins Type _ Area Framing Frac- - Truss Type -_
1 Under Attic (Vented) Master Bedroom 38 Blown 144 W 0.1 Wood
2 Under Attic (Vented) Mwic 38 Blown 26 ft' 0.1 Wood
3 Under Attic (Vented) Mbath 38 Blown 49 ft' 0.1 Wood
4 Under Attic(Vented) Kitchen 38 Blown 164 ft' 0.1 Wood
5 Under Attic (Vented) Laundry 38 Blown 8 ft' 0.1 Wood
6 Under Attic (Vented) Bedroom 38 Blown 135 ft' 0.1 Wood
7 Under Attic (Vented) Bath 38 Blown 46 ft' 0.1 Wood
8 Under Attic (Vented) I Living Rm 38 Blown 173 W 0.1 Wood
9 Under Attic (Vented) Hall 38 Blown 32 ft' 0.1 Wood
WALLS
Adjacent
SpaceCavity Width Height Sheathing Framing Solar Below Omt......-.
To---Waft Type.-_ .—_.--R-Value-..-Ft-in- Ft-- Jn_ .._.-Area--- R,Value-_Fraction--Absor.-Grade% 1
W Exterior Concrete Block - Ext Intdbster Bedro 5 11 4 8 0 90.7 ft' 0 0 0.3 0 2
W Exterior Concrete Block - Ext InsuBedroom 5 14 0 8 0 112.0 ft' 0 0 0.3 0 3
N Exterior Concrete Block - Ext InsuBedroom 5 11 8 88.0 ft' 0 0 0.01 0 4
N Exterior Concrete Block - Ext Insul Bath 5 5 4 8 42.7 ft' 0 0 0.01 0 5
N Exterior Concrete Block - Ext InsuLiving Rm 5 14 4 8 114.7 ft' 0 0 0.01 0 DOORS
Omt
Door Type Space Storms U-Value Width Height Area Ft
In Ft In 1
N Insulated Living Rm None 46 3 6 8 20 ft' 3/
17/2017 11:56 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2014
PROJECT
Title: R0317109 Typical Inner Unit Bedrooms: 2 Address Type: Street Address
Building Type: User Conditioned Area: 777 Lot 0
Owner. Typical Inner Unit Total Stories: 1 Block/SubDivision:
0 of Units: 1 Worst Case: No PlatBook:
Builder Name: RLH Construction Rotate Angle: 0 Street: 610 West 9th Street
Permit Office: City of Sanford Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL, 32771
New/Existing: New (From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
VV-_ - Design Location --- TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Orlando FL ORLANDO INTL_AR 2 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
V-------•-----•
1 Entire House 777 6216
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated_
1 Master Bedroom 144 1152 No 2 1 1 Yes Yes Yes
v I.%F V Tes Yes Yes
3 Mbath 49 392 No 0 1 Yes Yes Yes
4 Kitchen 164 1312 Yes 0 1 Yes Yes Yes
5 Laundry 8 64 No 0 1 Yes Yes Yes
6 Bedroom 135 1080 No 1 1 1 Yes Yes Yes
7 Bath 46 370 No 0 1 Yes Yes Yes
8 Living Rm 173 1384 No 0 1 Yes Yes Yes
9 Hall 32 256 No 0 1 Yes Yes Yes
FLOORS
0 _ Floor Type -- - Space Perimeter Perimeter R-Value
0
Area
1 Slab -On -Grade Edge Insulatio Master Bedroom 11.3 ft 144 ft
2 Slab -On -Grade Edge Insulatio Mwic 1 ft 0 26 W
3 Slab -On -Grade Edge Insulatio Mbath 1 It 0 49 ft'
4 Slab -On -Grade Edge Insulatio Kitchen 1 It 0 164 ft'
5 Slab -On -Grade Edge Insulatio Laundry t It 0 8 Its
6 Slab -On -Grade Edge Insulatio Bedroom 13.9 ft 0 135 ft'
7 Slab -On -Grade Edge Insulatio Bath 1 ft 0 46 W
Joist R-Value - --Tile Wood Carpet --
0 0 1
0 0 1
0 0 1
0 0 1
0 0 1
0 0 1
0 0 1
3/17/2017 11:56 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: R0317109 Typical Inner Unit Builder Name: RLH Construction
Street: 610 West 91h Street Permit Office: City of Sanford
City, State, Zip: Sanford, FL. 32771 Permit Number.
Owner: Typical Inner Unit Jurisdiction: 691500
Design Location: FL, Orlando . .. County:: Seminole (Florida Climate Zone 2 )
1. New construction or existing New (From Plans) 9. Wall Types(448.0 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Concrete Block - Ent Insul, Exterior R=5.0 448.00 ft'
3. Number of units, if multiple family 1
b. N/A
c. N/A
R= ft'
R= ft'
4. Number of Bedrooms 2 d. N/A. R= ft.,
5. Is this a worst case? No 10. Ceiling Types (777.0 sqft.) Insulation Area
a. Under Attic (Vented) R=38.0 777.00 ft
6. Conditioned floor area above grade (ft') 777 b. N/A R= ft'
Conditioned floor area below grade (ft2)*4'
0 • c. R
7. Windows(40.0 sqft.) Description- Area
11 t.sDucts
a. Sup: Attic, Ret: Attic, AH: Attic
R ft'
6 225
a. U-Factor: Dbl, U=0.33 40.00 ft'
SHGC: SHGC=0.27
b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: a. Central Unit 18.0 SEER:15.00
c. U-Factor. N/A ft'
SHGC: ^
13. Heating systems kBtu/hr Efficiencyd. U-Factor. N/A ' fta. Electric Heat Pump 17.2 HSPF:8.50 SHGC:
Area
Weighted Average Overhang Depth: 1.333 ft. Area
Weighted Average SHGC: 0.270 14. Hot water systems 8.
Floor Types (777.0 sqft.) Insulation Area a.
Electric Tankless Cap: 1 gallons a.
Slab -On -Grade Edge Insulation R=0.0 777.00 ft' b. Conservation features i EF: 0.650 b.
N/A R= ft' None c.
N/A R= ft' 15. Credits None Glass/
Floor Area: 0.051 Total Proposed Modified Loads: 25.16 PASS
TotalBaselineLoads: 26.68 1
hereby certify that the plans and specifications covered by Review of the plans and STg2 this
calculation are in compliance with the Florida -Energy specifications covered by this 0-
V%
Code.
calculation indicates compliance 0
withtheFloridaEnergyCode. f+N„•.. ?.`:' PREPARED
BY: _._ __ _ Before construction is completed DATE: ....... _-__
03-17-17 _ _ _ _- this building will be inspected for o Ili compliance
with Section 553.908 1
hereby certify that this building, as designed, is in compliance the
Florida Energy Florida
Statutes. Cpp
withCode. WE OWNER/
AGENT: ____.-_..__. _...__._ BUILDING OFFICIAL: __ DATE: ._ -- - -- . .. ---
DATE: -- -- - -- ------ Compliance
requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with R403.2.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test
report in accordance with R402.4.1.2. 3/
17/2017 11:56 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5
Manual S Compliance Report Job: R0317109
Wrightsoft" Date: 03-17-17
Entire House By: JND
Florida SPECS Inc
815 S. French Ave, Sanford, FL 32771 Phone: 407-322-0216
Project Information
For: Typical End Unit
610 West 91h Street, Sanford, FL 32771
Cooling Equipment
Design Conditions
Outdoor design DB: 93.0°F Sensible gain: 13135 Btuh Entering coil DB: 79.4°F
Outdoor design WB: 75.2°F Latent gain: 2567 Btuh Entering coil WB: 64.3°F
Indoor design DB: 75.0°F Total gain: 15702 Btuh
Indoor RH: 50% Estimated airflow: 600 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type:
Manufacturer:
Actual airflow:
Sensible capacity:
Latent capacity:
Total capacity:
Split ASHP
Goodman or Eqv-
600 cfm
13140 Btuh
4860 Btuh
18000 Btuh
Model: GSZ140181K+ASPT29B14A
1001/6 of load
189% of load
1150/6 of load SHR: 730/6
Heating Equipment
Design
Outdoor design DB: 40.9°F Heat loss: 9209 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Goodman or Eqv Model: GSZ140181K+ASPT29B14A
Actual airflow: 0 cfm
Output capacity: 17200 Btuh 187% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 0 cfm
Output capacity: 5.0 kW 185% of load Temp. rise: 26 OF
Meets are all requirements of ACCA Manual S.
Entering coil DB: 70.0°F
Capacity balance: 23 OF
Economic balance: -99 OF
1 wrightsoft' Right -Suite® Universal 2017 17.0.10 RSU07440
2017-Mar-17 09
Page I
Typical End.rup Cak MJB House Front feces: WAC& ...10 W 9Ih St Apartments%R0317109T
Pepe
wrightsoft Project Summary
Entire House
Florida SPECS Inc
815 S. French Ave. Sanford. Fl. 32771 Phone: 407-322.0216
Job: R0317109
Date: 03-17-17
By: JND
For: Typical End Unit
610 West 9th Street, Sanford, FL 32771
Notes: Load Calculation was obtained from an electronic copy of drawing.
Weather: Orlando Sanford, FL, US
Winter Design Conditions Summer Design Conditions
Outside db • 41 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 29 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 39 gr/lb
Heating Summary.
Structure 7221
Ducts 1106
Central vent (0 cfm) 0
Humidification 0
Piping 0
Equipment load 8327
Infiltration
Method
Construction quality
Fireplaces
Sensible Cooling Equipment Load Sizing
Btuh Structure 8591 Btuh
Btuh Ducts 3435 Btuh
Btuh Central vent (0 cfm) 0 Btuh
Btuh Blower 1109 Btuh
Btuh y
Btuh Use manufacturer's data
Rate/swing multiplier 1.00
Equipment sensible load 13135 Btuh
Simplified
Average
0
Area (W)Heatl8g Cool
07
Volume (ft3) 6297 6297
Air changes/hour 0.61 0.32
Equiv. AVF (cfm) 64 34
Heating Equipment Summary
Make Goodman or Eqv
Trade Split HP
Model GSZ140181 K
AHRI ref 8242614
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 23 OF
8.5 HSPF
172000 Btuh @ 47°F
O
0 cfm
0 cfm/Btuh
0.50 in H2O
Backup: Aux Heat
Input = 5 kW, Output = 17061 Btuh, 100 AFUE
Latent Cooling Equipment Load Sizing
Structure 1932 Btuh
Ducts 634 Btuh
Central vent (0 cfm) 0 Btuh
Equipment latent load 2567 Btuh
Equipment total load 15702 Btuh
Req. total capacity at 0.73 SHR 1.5 ton
Cooling Equipment Summary
Make Goodman or Eqv
Trade Split HP
Cond GSZ140181K
Coil ASPT29614A
AHRI ref 8242614
Efficiency 12.5 EER, 15 SEER
Sensible cooling 13140 Btuh
Latent cooling 4860 Btuh
Total cooling 18000 Btuh
Actual air flow 600 cfm
Air flow factor 0.050 cfm/Btuh
Static pressure 0.50 in H2O
Load sensible heat ratio 0.84
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2017-Mar-17 09:39:55
c wrightsoft- RIpM-Suite® Universal 2017 17.0.10 RSU07440 page 1
10 W 91h St Apartments%RO317109Typical End. rup Cal MJ8 House Front faces: W
wrightsoR, Right-JO Worksheet
Entire House
Florida SPECS Inc
815 S. French A", Sanford. FL 32771 Phone: 407-322-0216
Job: R0317109
Date: 03-17-17
By: JND
1
2
3
4
5
Room name
Exposed wall
Room height
Room dinw%sroris
Room area
Entire House
56.3 ft
8.0 It d
787.1 H'
Master Bedroo n
24.3 It
8.0 ft heaVcod
11.7 x IV ft
147.8 f s
Ty construction U-value
BtutWtl;-F)
Or HTM
Btuwnv)
And (118)
or perimeter (ft)
Load
Btuh)
Area (ft)
or perimeter (ft)
Load
Btuh)
Heat Cod Gross WP/S Heat cool Gross N/P/S Heat cool
6
11
t_- L-G
1q1
R
D
c _
F ...
13A-5ocs - -
4A5 lob
13A-5ocs _
N 5lob -_--
13A-5ocs
11N0 -- - ._- _
16B-38ad
22A p1 _ -•- --
0.125
0.330
0.125
0 330
s
s-
w
w
3.54
9.80
3.64
246
9.20
248
23.78
1.56
10.87.
1.42
0.00
245
0
205
40
235
10
165
5
225
20
787
58
856
96
601
384
819
205
596.
1619
584
92
410
951
351
218
1116
0
101
0
93
20
0
0
148
146
91
10
79
2
332
96
257
192
0
112
99
227
92
182
476
0
0
210
0.12$
0.350
0.026
0989
n-
9.60
3.64
10.16
0.76
28.7t1
245
20
707
787
0
0..--0
148
24
6 c) AED excursion 615 292
Envelope loss/gain 5176 4338 1699 1478
12 a) Infiltration
b) Room ventilation
2045
0
664
0
883
0
287
0
13 Internal gains: Occupants ® 230
Appliances/other
3 690
29W
2 460
0
Subtotal pines 6 to 13) 7221 ew 2583 2224
14
15
Less external load
Less transfer
Redstribution
Subtotal
Dud loads 15% 4016
0
0
0
7221
11W
0
0
0
8591
3435 15% Q%
0
0
0
2583
3%
0
0
0
2=4
869
Total room load
Air regrored (dm) I a= 1 0
12025
600 1
2978
1 0
3114
155
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
c Wrf ht1s011't- 2017-Mar-17 09,39:55
9 Right-Suile® Universal 2p17 17.0.10 RSU07440 Page 1
10 W 91h St Apartments%R0317109Typical End.rup Cak - M.18 House Front faces: W
wrightsoft• Right-M Worksheet
Entire House
Florida SPECS Inc
815 S. French Ave, Sanford, FL 32771 Phone: 407-322-0216
Job: R0317109
Date: 03-17-17
By: JND
1
2
3
4
5
Room name
Exposed wall
Room height
Room dmensions
Room area
Mwic
5.7 ft
8.0 It heal/cool
0 x 5.7 ft
28.3 Its
Mbath
0 ft
8.0 It heal/Cool
8.7 x 5.7 ft
49.1 fts
Ty Constriction
number
U-value
BtuWf 2-'F)
Or HTM
BtuWfts)
Area (ft')
or perimeter (ft)
Load
Stuh)
Area (W)
or perimeter (11)
Load
Btuh)
Heat Cool Gross NIPIS meet Cod Gross WPIS Heat Cool
6
11
t--1:
tQl
G
P
L-D
C _
130k-5ocs -- - -
4A5.2ob.-- -•---- •
13A-5ocs
4AS2ob-----•-
13A-5ocs
168-38ad _
0.125
0.330
0.125
0 330
0.125
0.350
0.026
0.989
a
s-_
w
w •
n..
3.64
9.60
3.64
9.60
3.64
10.18
0.78
2B.78
248
9.20
2.48
23.78
1.58
10.87
1 42
0.00
45
0
45
0
0
9
0
0
28
8
165
0
0
0
112
0
0
0
0
9
0
0
9
0
0
0
0
0
0
0
0
0
0
0
0
28
28
0
0
21
163
0
0
40
0
0
0
0
49
49
0
0
49
0
0
0
37
0
0
70
0
6 c) AED excursion 0 0
Envelope loss/gain 349 153 37 70
12 a) Infiltration
b) Room ventilation
206
0
67
0
0
0
0
0
13 Internal gains: Occupants ® 230
ApploxxWolher
0 0
0
0 0
0
Subtotal (lines 6 to 13) 555 219 37 70
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 15% 40%
0
0
0
555
85
0
0
0
219
88 15% 40%
0
0
0
37
6
0
0
0
70
28
Total morn load
Air required (cfm) I 640
ol
307
151 1
43
0
98
5
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
55
I.K -
FId- WrightSOft`t- Right-SudsO Univemel 2017 17.0.10 RSU07440
2017-Mar-17 0Page 2
10 W 91h St Apanments1R0317109Typical End.rup Calc a M.18 House Front faces: W
wrightsoft, Right-M Worksheet
Entire House
Florida SPECS Inc
815 S. French Ave. Sanford. FL 32771 Phone: 407-322-0216
Job: R0317109
Date: 03-17-17
By: JND
I
2
3
4
5
Room narne
Exposed wall
Room height
Roan dimensions
Room area
Kitchen
I2.3 It
8.1) ft hwVcoci
13.7 x 12.3 ft
168.6 11112
Law"
0 "
8.0 ft heat/cool
3.0 x Z7 ft
0 "1
Ty Constniction
munber
U-value
BtuWft-'F)
Or HTM
B1uNftI
Area (tt')
or penmeter (ft)
Load
Btuh)
Area (ft)
or perimeter (ft)
Load
Stuh)
Heal Cool Gross WP/S Heal cool Gross N/P/S Heat cool
6
11
G
1L-
0
R
c-
13A-5=
5 20b—_.
13A-5ocs
13A-5ocs
0.125
0.330
0.125
0.125
9.025
s
k.
w
w--
3.64
9.60
3.64
9.0
Z48
9.20
248
23.
99
0
99
0
0
359
o
0
245
o
0
0
0,__
0
0
0
0
0
Q
0
P
0
0,
0
0
0
0
0
3.64
6
1.56 0
169
0 0
128..
355
0
239
0 0 0
11169
2
8 8 6.
6 c) AED excursion 0 0
Envekve loss/gain 841 484 6 11
12 a) Infiltration
b) Room ventilation
448
0
145
01
00
1 0 0
13
Internal gains: Occupants a 230 Appliances/
other 0
0 1500
0
0 500
Subtotal (
lines 6 to 13) 1289 2129 6 511 14
151
Less
external load Less
transfer Redistribution
SLOlotal
Duct
loads 15% 40% 0
0
0
1289
197
0
0
0
2129
851
15%1 40% 0
0
0
6
1
0
0
0
511
204
T(
Aal room loeid Air
regained (drn) 1487
0
22980
149
7
01716 31
jCalculations
approved by ACCA to meet all requirements of Manual J 8th Ed. Old-
wrightSaft' Right-SufteV Universal 2017 17.0.10 RSU07440 2017-Mar09:39:55 A105k ... 10
W
91h St Apartments%R0317109 Typ"I End. rup Cale - WO House Front faces: W Page 3
wrightsoR• Right-M Worksheet
Entire House
Florida SPECS Inc
815 S. French Ave• Samford. FL 32771 Phone. 407-322-0216
Job: R0317109
Date: 03-17-17
By: JND
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Bedrpom
13.9 ft
8.0 1t heWCool
1.0 x 134 9 ft
134.9 Its
Bath
0 ft
8.0 ft heeVood
8.7 x 5.3 ft
46.2 its
Ty Canstnidion
number
U-value
BtuNfts---F)
Or HTM
Btwfts)
Area (fts)
or perimeter (ft)
Load
Btuh)
Area (ft')
or perimeter (ft)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cod Gross WP/S Heat Cod
6
11
f- G
R -
1—p
C--
F
130k-5ocs -
4A572ob
13A-5ocs -
13A-5ocs
11N0--.
16B_3880-----
22°! •- - - -
0.125
0.330
0125
0.330
0.125
0.350
s
s
w
w
n
3.64
9.60
364
9 60
3,64
10.18
076
28.78
7.48
9.20.
7-48
23.78
1.56
10.87..
142
0.00
0
0
112
20
86
0
j35
135
0
0.
92
2
86
0
135
14
0
G
335
192
320
0
102
491
0
o
226
137
0
191
0
0
0
0
0
0
0
43
0
46
G
0
0
0
155
0
35
U
0
U
0
66
0
66
0
43'-
0
46.
0
A.026
0.989
6 c) AED excursion 323 0
Envelope bsWgain 1349 1355 190 132
12 a) Infiltration
b) Room ventilation
508
0
165
0
0
0
0
0
13 Intemal gains: Octuparts ® 230
Appliances/olher
1 230
0
0 0
0
Subtotal pines 6 to 13) law 1750 190 132
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 1 15% 40%
0
0
0
1858
285
0
0
0
1750
700 15% 40%
0
0
0
190
29
0
0
0
132
53
Total room bad
Air required (elm)
2142
0
2450
122
219
0
185
9
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wri htt50ft' 2017-Mar-17 09:39:55
Right Universal 2017 17.0.10 RSU07440 Popp 4
10 W 91h St AponmemstR0317/09 Typical End rup Cale - MJ8 House Front faces: W
wrightsoft Right-M Worksheet
Entire House
Florida SPECS Inc
815 S. French Ave, Sanford, FL 32771 Phone: 407-322-0216
Job: R0317109
Date: 03.17-17
By: JND
1
2
3
4
5
Roan name
Exposed wall
Room height
Room dimensions
Roan area
Living Rm
O ft
0 ft heat/Cool
120 x 14.3 ft
177 0 ft'
Hall
O ft
8.0 ft heal/cod
10 x 372 ft
37-2 ft'
Ty Constriction
number
U-value
BtutVfti'F)
Or Hw
at 3)
Area (W)
or perimeter (ft)
Load
Stuh)
Area (fts)
or perimeter (ft)
Load
Stuh)
Heat Caul Gross WP/S Heat Cod Gross WP/S Heat Cod
6
11
134-5ocs — —
4A520b-----
13A-5ocs
4AS20b--,—•__
13A-5oCs
11N0---.--_
16B-38ad.--- •-•--
22&-cpl —.
0.125
0.330._s.
0.125
0_330
0.125
0.350
0 025
0.989
s-
w
w •
n-
3.64
9-80--9.20----.0--
3.64
9.60
3.64
10.18
0.76
28.78
2.48
Z48
23.78
1.56
10.67
1.42
O.QO
0
0
0
115
20
172
172
0
0
0
0
95
M
172
P
0
0---•0-----
0
0
344
205
130
0
0
0
147
218
244
0
0
0
0
0
0
0
32
0
0
0
0._—
0
0
0
0
0
0
0
0
0
0
46
0
1qJ
R
D
C- -
F —_
0
0
32,
0..--
0
0
24
6 c) AED excursion 0 0
Envelope loss/gain 679 610 24 46
12 a) Intimation
b) Room ventilation
0
0
0
0
0
0
0
0
13 Intemal gains: Occupants a 230
Applenceslother
0 0
900
0 0
0
Subtotal (limes 6 to 13) 679 1510 24 46
14
15
Less external load
Less transfer
Redrstnbution
SLOolal
Duct loads 1596 4096
0
0
0
679
104
0
0
0
1510
604 15% 40%1
0
0
0
24
4
0
0
0
46
18
Total room load
Air required (cfm)
783
01
2113
105
28
01
64
3
Calculations approved by ACCA to meet all requirements of Manual J Sth Ed.
wrightS4aft- Right -Suite® Universal 2017 17.0.10 RSU07440
2017-Mar-17 0 Page 5
10 W 91h St Apartments%R0317109Typical End.rup Cak - M.18 House Front feces. W
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: R0317109 Typical End Unit Builder Name: RLH Construction
Street: 610 West 9th Street Permit Office: City of Sanford
City, State, Zip: Sanford. FL. 32771 Permit Number:
Owner: Typical End Unit Jurisdiction: 691500
Design Location: FL, Orlando County:: SeminoletFlorida Climate Zone 2 )
1. New construction or existing New (From Plans) 9. Wall Types (696.0 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Ext Insul, Exterior R=5.0 696.00 W
b. WA R= ft
3. Number of units, if multiple family 1 c. N/A R= fN
4. Number of Bedrooms 2 d. N/A R= fta
10. Ceiling Types (787.0 sqft.) • Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 787.00 ft
6. Conditioned floor area above grade 787 b. N/A R= ft'
Conditioned floor area below grade (ft 0
c. F• R= ft
R fta
7. Windows(50.0 sqft.) Description Area
11. Duuctct s
a. Sup: Attic, Ret: Attic, AH: Attic 6 225
a. U-Factor. Dbl, U=0.33 50.00 ft'
SHGC: SHGC=0.27
b. U-Factor. NIA ft' 12. Cooling systems kBtu/hr Efficiency
SHGC:
a. Central Unit 18.0 SEER:15.00
c. U-Factor: N/A ft:
SHGC: 13. Heating systems r -
kBtu/hr Efficiency
d. U-Factor. N/A ft' a. Electric Heat Pump 17.2 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 1.333 ft.
Area Weighted Average SHGC: 0.270 14. Hot water systems
a. Electric Tankless Cap: 1 gallons
8. Floor Types (787.0 sqft.) Insulation Area EF: 0.650
a. Slab -On -Grade Edge Insulation R=0.0 787.00 fP b. Conservation features
b. N/A R= ft' None
c. N/A R= ft' 15. Credits None
Glass/Floor Area: 0.064
Total Proposed Modified Loads: 25.97 PASS
Total Baseline Loads: 28.87
1 hereby certify that the plans and specifications covered by Review of the plans and 0'
11M SrtT4. this calculation are in compliance the Florida Energy specifications covered by this
j/
with
Code.
4.1/'
calculation indicates compliance
with the Florida Energy Code.
y • 1 z
q••• ' t . O
PREPARED BY. _ _ ___ _ _ _ _
DATE: ________-03-17_17_-_ _
Before construction is completed
this building will be inspected for
vi >
compliance with Section 553.908
1 hereby certify that this building, as designed, is in compliance Florida Statutes.
CODwiththeFloridaEnergyCode. wt'
OWNER/AGENT: _._____ _._ .. __..__ -____ BUILDING OFFICIAL:
DATE: _ - -. - --- - DATE: -- ----
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
3/17/2017 11:36 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2014
PROJECT
Title: R0317109 Typical End Unit Bedrooms: 2 Address Type: Street Address
Building Type: User Conditioned Area: 787 Lot #
Owner. Typical End Unit Total Stories: 1 BlockJSubDivision:
of Units: 1 Worst Case: No PlatBook:
Builder Name: RLH Construction Rotate Angle: 0 Street: 610 West 9th Street
Permit Office: City of Sanford Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford,
Family Type: Single-family FL. 32771
New/Existing: New (From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Entire House 787 6296
SPACES
Number -- Name Area Volume Kitchen Occupants Bedrooms InN ID Finished Cooled Heated
1 Master Bedroom 148 1184 No 2 1 1 Yes Yes Yes
2 Mwic 28 224 No 0 1 Yes Yes Yes
3 4 Mbath 49 392 No 0 1 Yes Yes ' Yes
4 (Kitchen 169 1352 Yes 0 1 Yes Yes Yes
5 Laundry 8 64 No 0 1 Yes Yes Yes
6 Bedroom 135 1080 No 1 1 1 Yes Yes Yes
7 Bath 46 368 No 0 1 Yes Yes Yes
8 Living Rm 172 1376 No 0 1 Yes Yes Yes
9 Hall 32 256 No 0 1 Yes Yes Yes
FLOORS
Floor Type Space_ Perimeter PerimeterR_Value JoistR-Value Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Master Bedroom 24.3 ft — 0
Area
146 ft' 0 0 1
2 Slab -On -Grade Edge Insulatio Mwic 5.7 ft 0 28 ft' 0 0 1
3 Slab -On -Grade Edge Insulatio Mbath 1 ft 0 49 fe 0 0 1
4 Slab -On -Grade Edge Insulatio Kitchen 12.3 ft 0 169 ft' 0 0 1
5 Slab -On -Grade Edge Insulatio Laundry 1 ft 0 8 ft 0 0 1
6 Slab -On -Grade Edge Insulatio Bedroom 13.9 ft 0 135 ft' 0 0 1
7 Slab -On -Grade Edge Insulatio Bath 1 ft 0 46 ft' 0 0 1
3/17/2017 11:36 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2014
FLOORS
Floor Type Space _ Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
8 Slab -On -Grade Edge Insulatio Living Rm 1 It 0 172 ft' 0 0 1
9 Slab -On -Grade Edge Insulatio Hall 1 It 0 32 ft' 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested• Tested Insul. deg)
1 Gable or Shed Composition shingles 852 W 164 ft' Medium 0.65 No 0.9 No 0 22.6
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 787 ft' N N
CEILING
Ceiling Type Space _ _ R_-Value_ Ins Type_ Area Framing Frac Truss Type
1 Under Attic (Vented) Master Bedroom 38 Blown 148 W 0.1 Wood
2 Under Attic (Vented) MMc 38 Blown 28 ft' 0.1 Wood
3 Under Attic (Vented) Mbath 38 Blown 49 ft' 0.1
0.1
Wood
4 Under Attic (Vented) Kitchen 38 Blown 169 ft' Wood
5 Under Attic (Vented) Laundry 38 Blown 8 ft' 0.1 Wood
6 Under Attic (Vented) Bedroom 38 Blown 135 ft' 0.1 Wood
7 Under Attic (Vented) Bath 38 Blown 46 ft' 0.1 Wood
8 Under Attic (Vented) Living Rm 38 Blown 172 ft' 0.1 Wood
9 Under Attic (Vented) Hall 38 Blown 32 ft' 0.1 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
V ._#_ Ornt To Wall Type. Space. R-Value _ Ft. In . _ Ft_ In Area — R-Value .Fraction_ Absor...Grade%
1 S Exterior Concrete Block - Ext Inldhster Bedro 5 12 8 8 0 101.3 ft' 0 0 0.3 0
2 W Exterior Concrete Block - Ext Inld6ster Bedro 5 11 8 8 0 93.3 ft' 0 0 0.3 0
3 S Exterior Concrete Block - Ext Insul Mwic 5 5 8 8 0 45.3 ft' 0 0 0.3 0
4 S Exterior Concrete Block - Ext Insul Kitchen 5 12 4 8 0 98.7 ft' 0 0 0.3 0
5 W Exterior Concrete Block - Ext InsuBedroom 5 14 0 8 0 112.0 ft' 0 0 0.3 0
6 N Exterior Concrete Block - Ext InsuBedroom 5 11 8 88.0 ft' 0 0 0.01 0
7 N Exterior Concrete Block - Ext Insul Bath 5 5 4 8 42.7 ft' 0 0 0.01 0
8 N Exterior Concrete Block - Ext InsuLiving Rm 5 14 4 8 114.7 ft' 0 0 0.01 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 N Insulated Living Rm None 46 3 6 8 20 ft'
3/17/2017 11:36 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2014
WINDOWS
Orientation shown is the entered, Proposed orientation.
WallV Overhang
Omt - ID Frame ---Panes NFRC U-Factor SHGC _ Area Depth Separation Int Shade Screening
1 S 1 TIM , Low-E Double Yes 0.33 0.27 10.0 ft' 1 ft 4 in 0 ft6 in Drapes/blinds Exterior 5 2
W 2 TIM Low-E Double Yes 0.33 0.27 20.0 ft' 1 ft 4 in 0 ft6 in Drapes/blinds Exterior 5 3 W
5 TIM Low-E Double Yes 0.33 0.27 20.0 fV 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 INFILTRATION Scope
Method
SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse
Proposed ACH(50) - 000254 524.7 _ 28.8 — 54.17 1855 - 5 HEATING SYSTEM
System Type _
Subtype Efficiency -+- Capacity _- - Block Ducts 1 Electric
Heat Pump Split HSPF:8.5 17.2 kBtu/hr 1 sys#1 COOLING SYSTEM
System Type _
Subtype Efficiency - Capacity Air Flow SHR Block Ducts _ 1 Central
Unit Split SEER: 15 18 kBtu/hr 600 cfm 0.73 1 sys#1 HOT WATER
SYSTEM System Type
SubType Location Use SetPnt Conservation- 1 Electric
Tankless Mwic EF _ _Cap - -
0.65
1 gal 50 gal 120 deg None SOLAR HOT
WATER SYSTEM FSEC I
Collector Storage Cert # Company
Name System Model # Collector Model # Area Volume FEF None None -..-----_ ......
ft' -- DUCTS Supply -
Return -
Air CFM 25 CFM25 HVAC # Location R-
Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic
6 225 ft' Attic 150 ft' Default Leakage Attic (Default) (Default) 1 1 3/17/
2017 11:36 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5
I•VKM K4U5-ZU14
TEMPERATURES
Programablje Ceiling Fans:
Heatinglin
Thermosta[[t:
jjN
X] Jan X] Feb jj r
X] Mar
Apr
Apr M junayI
r] Aug ri Sep
X
Oct Nov
W Dec
Venting Jan Feb XJJ Mar Jun Jul Aug Sep Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 80 80 78 78 78 78 78 76- 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 80 80 78 78 78 78 78 78 78 78
Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 68 68
Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 68 68
3/17/2017 11:36 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 90
The lower the EnergyPerformance Index, the more efficient the home.
610 West 9th Street, Sanford, FL, 32771
1. New construction or existing New (From Plans) 9. Wall Types
2. Single family or multiple family Single-family
a. Concrete Block - Ext Insul, Exterior
b. N/A
3. Number of units, if multiple family 1 c. N/A
4. Number of Bedrooms 2 d. N/A
10. Ceiling Types
5. Is this a worst case?- No a. Under Attic (Vented)
6. Conditioned floor area (ft) . 787 b. N/A
J.
c.
7. Windows" Description Area
NIA
a. U-Factor. Dbl, U=0.33 50.00 ft'
Ducts11
a. Sup: Attic, Ret: Attic, AH: Attic
SHGC: SHGC=0.27
b. U-Factor. N/A ft'
SHGC: 12. Cooling systems
c. U-Factor. N/A ft' a. Central Unit
SHGC:
d. U-Factor. N/A fe
13. Heating systems
SHGC: a. Electric Heat Pump
Area Weighted Average Overhang Depth: 1.333 ft.
Area Weighted Average SHGC: 0.270
8. Floor Types Insulation Area 14. Hot water systems
a. Slab -On -Grade Edge Insulation R=0.0 787.00 ft' a. Electric
b. N/A R= ft'
b. Conservation features
c. N/A R=
None
15. Credits
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:
Insulation
R=5.0
R=
R=
R=
Insulation
R=38.0
R=
R=
Area
696.00 ft'
It'
fe
ft
Area
787.00 ft'
ft'
f
R ft'
6 225
kBtu/hr Efficiency
18.0 SEER:15.00
kBtu/hr Efficiency
17.2 HSPF:8.50
Cap: 1 gallons
EF: 0.65
None
O-(UE sr42:
COD WE
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
3/17/2017 11:36 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
N
HVAC Layout Typical
Job#: R0317109
Performed by J N D for:
Typical Unit
610 West 9th Street
Sanford, FL 32771
Florida SPECS Inc
815 S. french Ave
Sanford, FL 32771
Phone: 407-322-0216
Scale:1 : 38
Page 1
RightSuite® Universal 2017
17.0.10 RSU07440
2017-Wr-2015:50:38
tSIR0317109 Typical End Unil.rup
N
HVAC Layout Typical
Job#: R0317109
Performed by J N D for:
Typical Unit
610 West 9th Street
S anfard, FL 32771
Florida SPECS Inc
815 S. French Ave
Sanford, FL 32771
Phone: 407-322-0216
Scale:1 : 38
Pape 1
RightSuile® Universal 2017
17.0.10 RSU07440
2017adar-2015:50:38
ts1R0317109 Typical End Unit.nip
1/2814015 Florida Building Code Online
Business •Professional Regulation
ra=
florW DeparpWtd BCIS Home I Log In I User Registration Hot Topics Submit Surcharge I Slats is Facts Publications I FBC Staff BCIS Site Map I Links Search i
Busines .
l al Product ApprovalProfessiUSER: Public User PERMIT
Regulation
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL17676-RI UT r'
Revision
2014
Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
07/14/2015
07/14/2015
07/23/2015
Year
2008
hNm:llOoridabtAlding.orgtprlpr_app dU.aspx?param=wGEVXCIwtDgvFGYZsjrZFR6fG1oOf5hOzkrKelOkRkLlv7RvdmK8e.q%3d%3d 114
7/28/2015 Florida Building Code Online
Summary of Products
FL # Model, Number or Name Description
17676.1 3540 SH 36x74 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17676 Rl C CAC APC 3540 Fin 36x74.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/12/2017
Design Pressure: +35/-50 Installation Instructions
Other: LC-PG35. Units must be glazed in accordance with FL17676 R1 If Install - 3540 SH 36 x74 Fin.Ddf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.2 3540 SH 36x84 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17676 R1 C CAC APC 3540 Fin 36x84.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/27/2020
Design Pressure: +40/-50 Installation Instructions
Other: LC-PG40. Units must be glazed in accordance with FL17676 R1 II Install - 3540 SH Fin 36x84 Ddf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.3 3540 SH 40x66 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17676 R1 C CAC APC 3540 Fin 40x66 Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/26/2016
Design Pressure: +35/-45 Installation Instructions
Other. R-PG35. Units must be glazed in accordance with FL17676 RI 11 Install - 3540 SH Fin 40x66 Ddf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.4 13540 SH 4063 Fin Frame
Limits of use Certification Agency Certificate
Approved for use in HVHZ: No F117676 R1 C CAC APC 3540 Fin 44x63 Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/26/2020
Design Pressure: +40/-47 Installation Instructions
Other. R-PG40. Units must be glazed in accordance with FL17676 R1 II Install - 3540 SH Fin 4063 Ddf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.5 3540 SH 4072 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL17676 R1 C CAC APC 3540 Fin 4072 Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/O1/2017
Design Pressure: +35/-47 Installation Instructions
Other: R-PG35. Units must be glazed in accordance with FL17676 RI I1 Install - 3540 SH Fin aaY» pdf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.6 3540 SH 4084 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17676 Rl C CAC APC 3540 Fin 44x84.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/12/2017
Design Pressure: +30/-30 Installation Instructions
Other: LC-PG30. Units must be glazed in accordance with FL17676 RI II Install - 3540 SH Fin 44x84 Ddf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
https://Roridabt ilding.orgtpr/pr ppp dU.aspx?param=wGE\rAQwtDgvFGYZsjrZFR6fGlo0fSWzkrKelOkRkLlv7ftvdmK8eg%3d%3d 2/4
Validator / Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
EMMA
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101/I.S. 2/A440-08
LC-PG3W-911 x1867 (36x74)-H
Negative Design Pressure = -50 psf
COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTEDDESCRIPTION
MI Windows & Doors, LLC 3540 SH (FIN) FRAME SASH
Code: MTL
11355 PVC)(O/X)(IG)(INS GL) 911 mm x 1867 mm 860 mm x 919 mm
REINF)(TILT)(ASTM) 3'0" x 6'2") 2'10" x 3'0")
2. This Certification will expire April 12, 2017 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
3. Product Tested and Reported by: Architectural Testing, Inc.
Report No.: C7327.01-109-47
Date of Report: May 7, 2013
Date: September 3, 2013
Cc: AAMA
JGS
ACP-04 (Rev. 1 /11)
Validated for Certification
hl 4aL
oci ted Laboratories, Inc.
Authorized for Certification
American Architectural Manufacturers Association
ELEVATION
2' typ.
I d
36•
J12' o.e'
I mox.
2' typ.
TT
12' o.o.
max.
L_
r
n
Apt*.
ALL FE
Ea VHICH
FLASF
BY GTH
AnChof
See Section De,
a
Min Edge 7/16'
SHEATHING
17 JAMB DETAIL
HEAD- DETAIL
IZE HEADER AS NEEDED
CAULK UNDER HAILING
FIN QNYIgE PERIMETER
BEFORE FASTENING.
SHIM AS
REQUIRED
MUST ACHIEVE 11--1/4SSHOWNPENETRATIOVATHN • SHEATHING)
INTO STUD.s
SILL DETAIL
Notes:
1. Installation depicted based off of structural
test report /C7327.01-109-47.
2. Wood screws ahog satisfy the National
Design Specification for Wood
Construction for material type and
dimensional requirements.
3. Wood buck installations arc assumed 2x
S—P—F (G=0.42) or denser. Buck width
shall be greater than the window frame
Width. Tapered or partial width tucks
are not allowed. Wood buck shall be
secured to the structure to resist oil
design foods.
4. Wood screw lengths shall be sufficient
to
back
guarantee 1-1/4' penetration into
wood
5. Maximum shim thickness of 1/4'
permitted at each fastener location.
Shims shall be load bearing, non—
oompr ssible type.
6. These drawings depict the details
necessary to meet structural load
requirements. They do not address the
air infiltration, water penetration, intrusion
or thermal performance requirements of
the installation.
7. Installation shown is that of the test
window for the size shown and the
design pressure claimed. For window
sizes smaller than shown, locate
fasteners approx. 2' from comers and no
more than If on center. Design
pressures of smaller window sizes ore
limited to that of the test window.
S ZE AND OESIgr PRESSUOW FASUM
TYPE AND SPACING SHOWN Wall ALLOW DESIGN PESII O UP TO +35/ —50 UMS UP TO 36" x 74' SEE
TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) M
nc
INSTALLATION
INSTRUCTIONS d
FASTENER SCHEDULE — FIN— aow90
cow V.
M.R. 12-14-09 e
Windows &
Doors 3540 Single Hung NONE I 1 Gratz,
PA a „
o am 3540-
3240 SH FIN —
15 ' Florida Building Code Online
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ProductAoorovalMenu > Prodrrt or Application Searc!+ > Application List > Application Detail CE+cti 4
FL # FL12194-RI Application
Type Revision Code
Version 2010 PERMIT # (7- F 74 Application
Status Approved Comments
Archived
Product
Manufacturer Aluminum Coils, Inc. Address/
Phone/Email 5001 West Knox Street Tampa,
FL 33634 813)
249-9743 grahman@aluminumcoilsinc.
com Authorized
Signature Gareth Rahman grahman@aluminumcoilsinc.
com Technical
Representative Address/
Phone/Emall Quality
Assurance Representative Address/
Phone/Email Category
Panel Walls Subcategory
Soffits Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed Robert J. Nieminen the
Evaluation Report Florida
License PE-59166 Quality
Assurance Entity PFS Corporation Quality
Assurance Contract Expiration Date 12/31/2015 Validated
By John W. Knezevich, PE Validation
Checklist - Hardcopy Received Certificate
of independence FL12194 R1 COI Trinity ERD Cl - Nieminen odf Referenced
Standard and Year (of Standard) Standard Year AAMA
1402 1986 ASTM
E330 2002 Equivalence
of Product Standards Certified
By Sections
from the Code hhps:/
NloridabLdlding.org/pr/pr app dU.aspx?param=wGEVXQwtDquk24AUC%21EHMrNrkL4bysAliaTZZ%2fJiuPbVxGF%21D57kxp%3d%3d 1/2
7Q2WW15 , Florida Building Code Onlinei
Product Approval Method Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Surnmary of Products
12/15/2011
12/16/2011
12/22/2011
01/31/2012
06/26/2015
FL # Model, Number or Name Description
12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12194 RI II Al er121311FINAL ALUMINUM
Approved for use outside HVHZ: Yes COILS FL12194-Rl.Ddf
Impact Resistant: N/A FL12194 Rl 11 A2 er121311FINAL ALUMINUM
Design Pressure: +48/-64.2 COILS FL12194-RI.Ddf
Other. The design pressure noted herein relates to a specific Verified By: Robert Nieminen PE-59166
installation of the 16" x 12" panel. Refer to the ER Appendix Created by Independent Third Party: Yes
for design pressures of other panels / attachments. Evaluation Reports
FU2194 Rl AE er121311FINAL ALUMINUM COILS FL12194
RI.odf
Created by Independent Third Party: Yes
Da,, N-71
Contact :: 1940 North Monroe Street Tallahassee Fl. 32M Phone: 850-407-1824
The State of Florida is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessimity Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mad. It you have any questions, please contact 850.487.1395. -Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address If they haveone. The smalls Provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply aPeWilliaddress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter
455. F.S., please dick h=.
Product Approval Accepts:
1
Credit CArt1
SAFE
https:llfloridabL ildirg.orglprlpr ppp ol.aspx?param=wGEVXOwtDquk24AUC`Yo2(EHMrNrkL4bysAUaTZZ%2fJiuPbVxGF%2fD57kxg%3d%3d 212
18' BLANK
3 / 8 PROFILE
0 740"
IN
0 238"
F' CHANNEL (3/8-)
ALUMINUM
0.016511 nominal thickness
Exterior Research and Design, LLC. d/b/a TrinitylERD
Certificate of Authorization #9503
Robert Nieminen, PE-59166
M125 IYP.
QOTRINITYIERD
2.625 REF.
50 TYR
D DODDD
DDOOD
DDDDDDN
DDDDD
m
D 0 0 0 0 0
D D D D D
VAN LQLWM DARFOu r e I UL h
IOLNM FORMED IN Sew[ DIRECTION AS Wes)
Evaluation Report A13360.02.09-R3 for FL32194-R1
Aluminum Coils, Inc.
Revision 1: 12/13/2011
Appendix 1, Page 1 of 2
rTRINITYIERD
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report A13360.02.09-R1 for FL12194-R1
Certificate of Authorization ri9So3 Aluminum Coils, Inc.
Robert Nieminen, PE-59166 Revision 1: 12/13/2011
Appendix 1, Page 2 of 2
1
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 17100003 1 -_"_-.'• - DATE: September 26, 2017
BUILDING APPLICATION #: 17-10000318'•_.,
BUILDING PERMIT NUMBER: 17-10000318 L{ Iq9,7 0O SEP262017RUNIT
ADDRESS: &.9TH ST 610- 25-19-30-SAG-1009-0060 TRAFFIC
ZONE:022 JURISDICTION-:-- y
SEC:
TWP: RNG: SUF: PARCEL: SUBDIVISION:
TRACT: PLAT
BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER
NAME: ADDRESS:
APPLICANT
NAME: COASTLINE APARTMENTS LLC ADDRESS:
815 S FRENCH AVE SANFORD FL 32771 LAND
USE: DEMO 4 SFR REBUILD APT BLDG TYPE
USE: WORK
DESCRIPTION: CITY-SANFORD SPECIAL
NOTES: 610 W. 9TH ST / DEMO 4 1989 SFR'S / REBUILD
16 UNIT APT BLDG FEE
BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE
DIST SCHED RATE UNITS TYPE ROADS-
ARTERIALS Apartment*
ROADS -
COLLECTORS Apartment*
FIRE
RESCUE LIBRARY
Appartment*
SCHOOLS
PAwrtment *
LAW
ENFORCE DRAINAGE
CO -
WIDE ORD N/
A N/
A CO -
WIDE ORD CO -
WIDE ORD N/
A N/
A N/
A CREDIT
FEES: SCI
LIBRARY C Single
Family Housing SCI
SCHOOLS R Single
Family Housing SCI
ROAD ARTERIALS C Single
Family Housing 435.
00 00
54.
00 2,
100.00 54.
00 16.
000 dwl unit 16.
000 dwl unit 16.
000 dwl unit 16.
000 dwl unit 4.
000 dwl unit 2,
315.00 4.000 dwl unit 705.
00 4.000 dwl unit AMOUNT
DUE 6,
960.00 00
00
864.
00 33,
600.00 00
00
00
216.
00- 9,
260.00- 2,
820.00- 29,
128.00 STATEMENT
RECEIVED
BY: SIGNATURE: PLEASE
PRINT NAME) DATE:
7 NOTE
TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE
TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION:
1-BLDG DEPT 3-APPLICANT 2-
FINANCE 4-LAND MANAGEMENT NOTE**
PERSONS
ARE ADVISED THAT T IS IS A STATEMENT OF FEE "DUE ER THE SEMINOLE
COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE
OF A BUILDING PE IT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO
APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST
BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS
OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE
OF OCCUPANCY OR OCCUPANCY. TH REQUEST FOR REVIEW MUST
MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES
OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM
THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD
FL, 32771; 407-665-7356. PAYMENT
SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING
DEPARTMENT 1101
EAST FIRST STREET SANFORD,
FL 32771 PAYMENT
SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE
COUNTY BUILDING PERMIT NUMBER AT THE 170P LEFT OF THIS STATEMENT. THIS
STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED
WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL
OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
Sjj LA ,
V
h THERMAITRU
0
THERMA TRU DOORS
I IS INDYST111AL DO.. 9001MON. ON 43517
Smooth -Star" and "Benchmark by Therma-Tru"
m
6'8' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS
W/ & W/OUT SIDELITES
INSWING / OUTSWING
INSULATED FIBERGLASS DOOR WITH WOOD FRAMES
General Notes
1. This tit onchoring drawing has been developed in ccrnplionce with the 20101aoaido
Bulding Code (FBC) excluding the Ugh Velocity HL-Cone IOale-. See the Certification
Agency Certificate far sizes. specifications and Mtir%
105M MAX. OVERALL MAW WIDTH
1 2 3
3 3 3
Kt Kt
s
T 2 3 4 s 3
6 8 B 6 B ti
DOUBLE W/ SrtTE M oxxo
MAX DESIGN PRESSURE
S5.0 -55.0
2. Product anchors shoo be as fated and spiced as shown on detok Anchor embedment
to base material shall be beyond wad dressing, stucco, foam, brick and other wag
cove+k+fs• 37-W MAX
3. Wood screws shall be installed fdbw hg Installation instructions of ANSU AFdPA NDS 2ODS, I-I
I
OVERALL
WIDTH
AD other fastener types to be installed following fastener manufacturers installation
Instructions
4. Fastener embedment depths, edge distances and center -center distances shall be as
specified by the fastener monufocturer but in no Instance stall they be less than shown in
this drown.
3
1 1 1 1
e _" S. Where shims are used they must be a 1i fyd / sfit7' matw d Ih of corroes with the 3 a
requirements of the 2DIO FBC. rr I
b. Positive and negative design pressure requirements for use with this drawing shag be
detemdned by others for spedfic jobs In accordance with the governing code.
7. Site conditions not covered by this drawing are subject to further engineering analysis.
TAf1IE OFCONIENTS
SHEEP 0 DE CRIP11oN
I Typicol elmlion design pressures & general notes
2 Buek oncho"
3 korne
4 Frame orscto" d b®of materials
Hortroritco 6 vertical cross secom
6 Vertical emu sections
SINGLE x
MAX DESIGN PRESSURE
67.0 -67.0
74-V MAX
OVERALL WIDTH
t 3
3 3 3
DOUBLE xx
MAX DESIGN PRESSURE
S5.0 -55.0
6&W MAX.
eOVERALL
WIDTH
ee-1123
3 3 5
SWCLE W/ SIDWrES Oxo
MAX DESIGN PRESSURE
40.0 -40.0
S3W MAX.
OVERALL WIDTH
1 2 3
I s 3
K KA
T ;
L _4 it
SWGLE W/Swaa Ox
MAX DESIGN PRESSURE
40.0 -40.0
tOCr HARDWARE AM 4 SERIES
RW KSETSIGNATURE SERIES LATCH
RWIXSETt1G1uNRe SERIES M DMDSOIT
uoz o E avw
3A8300.,
1a
Cr
MASONRY
OPENING
2X BUCK
4" 4"
I
48"
1,
I
6 „
p II
7.4
II WON
IIp
SHOWN FORSHOWN p MULLIONJ
TYP. II REFERENCE p SHOWN FOR f I
HEAD REFERENCE II
do JAMBS II
SEE NOTE 1
p II
p II
II
II
II
ASTRAGAL II
II p SHOWN FOR II
II REFERENCE II
II G II
II p II
f
MASONRY J
OPENING
2X BUCK
U
a2
p o
4 1 1 1-4.
II
I
II MULLION
4 II SHOWN FOR
TYP II REFERENCE
HEAD I I
JAMBS
SEE NOTE 1
II
II
II
II
II
II
II
MASONRY
OPENING
2X BUCK
mZCdo
i mlmr
t I I I
I) MULLION I I
4 II SHOWN
FORTyp.
II
II REFERENCE II
HEADII II
JAMBS II
SEE NOTE 1 II
II
II I
MULLION I I
SHOWN FOR I I
II REFERENCE II
II II
b— 4; rf4- NOTES:14.
t. 1/4" Hco Concrete screws anchoring 2x buck require 0
minimum 1"clearance to mosorvy edges, 0 1.1/4"minimum
t '
p embedment and o minimum 4" clearance to odpcent e
4 p concrete screws. Substitution of equol concrete screws from o
4
MASONRY q different supplier moy hove different edge dstonce and MASONRY
OPENING TYP• HEAD IA center dstoncerequirements. Concrete screw locotbmofthe OPENING TYP• HEAD JAMBS
lll ASTRAGAL, comer;, of mullion tocotbm, and of oskogol locolions moy be do JAMBS SEE
NOTE 1 p SHOWN FOR odlusted to mointain the minimum edge dstonce to mortor SEE NOTE 1 2X
BUCK p REFERENCE joints. It concrete screw locolions noted as MAX. ON CENTEIr p
must be 0CMIed to mointoin the minimum edge distance to rx
morfor joints, odd ibnof concrete screws may be required to enwre
the mmdmum on center dimension is not exceeded. 2X
BUCK n
p
p
p
LU
2.
2X buck min. S.G. 2 0.55. o
p
0 fs
N.
T.S. JK
rr.
LFS w
xoa 15225.
5-68 2
of _rL 1
ro -E"
3"
C•
63FF—i Fes- 3"
I I I I —
MULLION nl11° SHOWN FOR ;; 11
REFERENCE
A W/2X BUCK INSTALLATION
OC
o
9 W/1X BUCK INSTALLATION a
TYP. HEAD R JAMBS
SEE NOTE I —
SEE NOTE 1
w nl
ns nl
18
C• •D E•
VIEW C'-"C' SINGLE DOOR W SIDELITES
i^
Kh. ly
IN
PAIRS
C'
3 TYP. v
3.
T
aoSEEDETAIL4SEE= 4' o I an\DN u'
EE
OTE 1 1 6.
1 1
VIEW 'E"-'E' VIEW 'D'-b"
90M r// WWM4. OORRWGA=
FAsnM3¢ IMm /so fhP. Au.
Smeuiz To DOOR A"cmaynow)
NOTES:
1. 1/4" IIW concrete screws anchoring from& and/or sir require o minirrwm 2.1/2' clearance to
masonry edges, a I.1/1` mk*rwm embedment and a minimum 3' clearance to adjacent
concrete screws. Substitution of equal concrete screws from a different supplier may have
different edge distance and center distonce requirements. Concrete screw locotions at the
Comm, and of mullion locolions, may be adjusted to maintain the minimum edge distance to
mortar joints. If concrete screw locations noted as MAX. ON CENTER" must be ad)usted to
maintain fhe mum edge distance to mortorjoints, additional concrete screws may be required
to ensure the maximum on center dimension is not exceeded. 2.
3/ 16• ITW concrete screws anchoring from& and/or sill require a minimum 2-5$ clearance to masonry
edges, a 1-1/1' minimum embedment and a minimum 2-1/I' clearance to adjacent concrete
screws unless otherwise rioted by concrete screw manufacturer. 3.
The sidefle is direct set Into the jamb with (12) #8 x 2' pfh. wood screws. There are (4) at each vertical
jamb, from the top down at 13.S*. 31' 48.5' & 66. There ore (2) at the header of 1' from the
outside comers of the hams. There are (2) of the si0 4' from the outside comers. d•
For optional sidelite construction with staples, sldeGfe Is direct set into the jamb with (I) 7/i X t?/
i 16 go. staples along each jamb (6' from ends and equoly spaced thereafter). a
A.
ems
L
I
t t` N
i MULLION
SHOWN
FOR _ o REFERENCE.
IW/
2X BUCK INSTALLATION M1 Ch
W/
IX BUCK INSTALLATION oU TYP.
HEAD k IAMBS Zp SEENOTE1SEE
NOTE 1 in 16
n w —
SEE DETAIL
72' ro•
A' SINGLE
DOOR W SIDELITE VIEW 'B"-'B' W/
2X BUCK 2 INSTALLATION
W/
1X BUCK INSTAL.
L4TIO 12 1 C SEE
NOTE t t
DETAIL "
1' N -
I y1
of tsn( N x
W/
2X BUCK v INSTALLATIONu
S
w/
1x BUCK — c4 INSTALLATION
TYP.
BSHEAD R GE SL JAM
SEE
NOTE 1 —11 SEE
NOTE 1 0 16
SEE J$ DETAIL '
1 . p \ pa 5
n + p
m
r'
I G V
A' SINGLE
DOOR VIEW A'- A' W/
2X BUCK 2 INSTALLATION
W/
1X BUCK 11 INSTALLATION
SEE
NOTE 2 DETAIL '
2" W.
JK ° Dr.-
LFS ; w°
co,: ° 15225.
5-68 3
or 6 C
c'
VIEW C"—'C'
E" faINn$N
6PAIRS 30 > 3"
3
3'
YN I
I F 1
fn\]
SEE
NOTE 3I A W/2X BUCK I -T SHEET3SEEDETAIL '3"INSTALLATION I
ASTRAGALS
I MULLION SHOWN
FOR I SHOWN FOR REFERENCE
I REFERENCE ONLY
I SEE
NOTE 1 16
I SHEET 3 I
16 5
p s I
1 E'
DOUBLE
DOOR W/SIDELIIES W/
1X BUCK y
INSTALLATION TYP.
HEAD x NOTE
a SEEBS1SHEET
3 SEE
DETAIL '
4' 16
wa o I c;
N
12
EE NOTE 1 SHEET3L T
v
VIEW
E.—"E• 9MW
W/ WW94L CO MxAIM rASMA ;
MW /w OW Au Waff
TO WM Are oawO=M) Item
DESCRIPTION Moteriol A
10 x 2-19- PFH WOOD SCREW STEEL B f0
X 1-3 4 PFH W000 SCREW STEEL C 10
X 1 PFH WOOD SCREW STEEL 1 10
x 3 4 LG. PFH WOOD SCREW Hine to Frame I'SSTEEL10
x
2 LG. PFH WOOD SCREW STEEL 3 x
2-112' LG. PFH WOOD SCREW STEEL 4 1 4"
x 2-3 4 PFH ELCO CONCRETE SCREW STEEL 5 1 4
x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 1 4
x 3-3 4 ITW PFH CONCRETE SCREW STEEL 11 3 16
x 3-1 4 ITW PFH CONCRETE SCREW STEEL 12 1 4
x 3-1 4 ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3.
192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW
BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4
X 2-1 4 PFH IX CONCRETE SCREW STEEL 20 HEADER JAMB
4.656 X 1.25 THERMA-TRU SUGAR PINE SG >= 0.34 W000 21 3 4
THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2
X 1 X 25 GA. CORRUGATED FASTENER STEEL a W/2X
BUCK
2 INSTALLATION A" 3"
r
6.
3'
T--IHF
I
I SEE DETAIL
Yy/
2X BUCK
A 3' INSTALLATION W/1X BUCK
9 INSTALLATION o V
ASTRAGAL,
SHOWN FOR
HEAD
k v o REFERENCE
I
SEE
NOMBTE 1 I ONLY SHEET3I
SEE NOTE1
I SEE NOTE 1 - I SHEET 3
SHEET316 I 16
SEE DETAIL II
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INSTALLATION
SEE NOTE 2
SHEET 3 DETAIL '
3' B
ATTACH ASTRAGAL
THROW BOLT STRIKE PLATE TO
FRAME AS SHOWN. 1
C 1
DETAIL '4'
2-1/2" MIN. FROM 2-1/r MIN. FROM
13 MASONRY EDGE MASONRY EDGE —
TYP.) (TYP.)
TX BUCK 5"
W
N
INTERIOR EXTERIOR
1 HEAD JAMB
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4
09•\/L`
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S To Wood ft.
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INTERIOR
O i •' EXTERIOR
m Or 25'MAX
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EMB. TYP.
4 VERTICAL SIDE JAMB
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cs U
EXTERIOR
INTERIOR
EXTERIOR
1' MIN. FROM 1' MIN. FROM
MASONRY EDGE MASONRY EDGE —
TYP.) ITYP.)
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SHIM SPACE
I.Is MIN.
EMB.
S VEMCAL SIDE JAMB
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I
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f- MASONRY EDGE MASONRY EDGE
rrP.) (TYP.)
1 VERTICAL CROSS SECITON
b Inswing configwot.
INTERIOR
P
4mS
13
2-1/7'MIN.FROM 2-1/2MIN FROM
MASONRY EDGE— MASONRY EDGE y
TYP) (TYP.)
4 VERTICAL CROSS SEC110N
b Inswng conngurotion
EXTERIOR
1
2-1/7' MIN. FROM 2-1IT MIN. FROM
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TYP.) (TYP.)
2 VERTICAL CROSS SEC110N
b Outswing conngml'ion
o N
n \
INTERIOR EXTERIOR PO suzea =
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21
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EXTERIOR INTERIOR EXTERIOR INTERIOR
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f MASONRY EDGE MASONRY EDGE —
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1 VERTICAL CROSS SECTION
b Outswing connguration
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t MASONRY EDGE MASONRY EDGE—
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VEIMCAL CROSS SECTION
b Outswing connguiotion N.T.S. a
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n
15225.5-68 c
L cr 6 a
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Plbauct Approval Menu > Product Application arch Se > doollcation U5[ > Application Detail PERMIT # ,
S 7 ( , er
FL #
FL2346-R5 Application
Type Affirmation Code
Version 2014 Application
Status Approved Comments
Archived
Product
Manufacturer Warrior Roofing Manufacturing Address/
Phone/Email 3050 Warrior Road Tuscaloosa,
AL 35404 205)
553-1734 Ext115 Steven@WarriorRoofing.
net Authorized
Signature Steven Crew Steven@WarriorRoofing.
net Technical
Representative Steven Crew Address/
Phone/Email 3050 Warrior Road Tuscaloosa,
AL 35404 205)
S53-1734 Ext1024 Steven@
W arriorFtoofing. net Quality
Assurance Representative Steven Crew Address/
Phone/Email 3050 Warrior Road Tuscaloosa,
AL 35404 205)
553-1734 Ext1024 Steven@WarriorRoonng.
net Category
Roofing Subcategory
Underiayments Compliance
Method Test Report Testing
Lab PRI Construction Materials Technologies, LLC Quality
Assurance Entity Keystone Certifications, Inc. Quality
Assurance Contract Expiration Date 10/05/2019 Validated
By Jesus Gonzalez, P.E. 1
Validation Checklist - Hardcopy Received Certificate
of independence FL2346 R5 CQJ PRI CMT Cert of Ind o ndence.odf Referenced
Standard and Year (of Standard) Standard Year ASTM
D226 2006 ASTM
D4869 2005 Equivalence
of Product Standards Certified
By I
affirm that there are no changes in the new Florida Building Code
which affect my product(s) and my product(s) are in compliance
with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes- No . N/A
Product Approval Method Method 1 Option B
Date Submitted 02/13/2015
Date Validated 02/13/2015
Date Pending FBC Approval
Date Approved 02/19/2015
Summary of Products
FL A Model, Number or Name Description
2346.1 ft 15 and #30 roofing felt ASTM D 226 Tested
Limps of Use Installation Instructions
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
FL2346 R5 If Installationinstruction .ocif
Verified By: PRI Construction Materials Technologies, LLC
Test Reports
FL2346 RS TR I SA Test Reoort.odf
Other: Primary roof covering should be installed FL2346 R5 TR 30A Test Reoort.odf
immediately after felt. Roofing felt is not intended to be an
unprotected weathering surface.
2346.2 15w and 30w roofing felt ASTM D 4869 Tested
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL2346 RS 11 Installation lnstructions.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Verified By: PRI Construction Materials Technologies, LLC
Test Reports
FL2346 RS TR 1Sw Test Reoort.ocif
Other: Primary roof covering should be Installed FL2346 R5 TR 30w Test R oort.ndf
immediately after felt. Roofing felt is not intended to be an
unprotected weathering surface.
eack Host
Sys :: 1940 Herth Monroe Street. Tallahassee FL 32399 phone: 850-487.1824
The State of Florida is an AA/EEO arnployer. Copyright 2007.2013 state of Florida.:: Privacy Statement :; Aocesslbility Statement ;: Refund Statement
Under Florida law. email addresses are public records. If you do not want your e-mail address released In response (o a public records request. do not send electronic
mall to this entity. Instead, contact the office by phone or by traditlonal mail. If you have any questions, please contact 950.487.1395. •Purswm m Section 455.27S
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter aSS, F.S. must provide the Depanment with an email addressed they have one. The
emalls provided may be used for official communication with the licensee. However email addresses are public record. IF you 00 not wish to supply a personal address,
phase provide the Department with an email adorns which can be made available to the public. To determine If you are a licensee under Chapter eSS, F.S., please
click bM.
Product Approval Accepts:
art
rmmmmmm
CreditSA d
01
caeorrEo
CONSTRUCTION MATERIALS
TECHNOLOGIES
CR, C
r LABORATORY TEST RESULTS
Report for: Warrior Roofing Manufacturing
3050 Warrior Road
Tuscaloosa, AL 35405
Attention: Steven Crew
Product ID(s): #30 Manufacturer: Warrior Roofing Manufacturing
Tuscaloosa, AL)
PRI-CMT Project No.: WRMI-008-02-02 Source: Warrior Roofing Manufacturing
Date Received: Jul. 24, 2008 Date(s) Tested: Jul. 29, 2008 — Aug. 8, 2008
Purpose: Evaluate Warrior Roofing Manufacturing's (Tuscaloosa, AL) #30 for compliance
with ASTM D 226: Standard Specification for Asphalt -Saturated Organic
Felt Used in Roofing and Waterproofing.
Test Methods: Testing was completed as described in ASTM D 226-06, -05, and -97a:
Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and
Waterproofing. Test methods assigned or referenced include ASTM D 70:
Standard Test Method for Density of Semi -Solid Bituminous Materials
Pycnometer Method); ASTM D 146: Standard Test Methods for Sampling and
Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and
Waterproofing: and ASTM D 6136: Standard Test Method for Kerosine Number
of Unsaturated (Dry) Felt by Vacuum Method.
Sampling: The sample received from Warrior Manufacturing on July 24, 2008 was a full
factory labeled roll of felt.
WRMI-008-02-02 PRI-CMT Accredilations: IAS TL-189: Miami -Dade 11-0429.05: Florida TST5878: Los Angeles TA24819: CRRC
The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated
client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report
PRI Corstriclron bloteriah Technologies LLC 6408 Saeger Onve Tampa, FL 33610 Tel: $13-621.5777 Fax 813.621.5840 o-n4l materi&tes6ny@orirml corn webRe W01.hwa rncml com
Warrior Roofing Manufacturing
ASTM D 226 for
30
Page 2 of 3
Results of Testing:
PropertyI Requirement
Result
I Type 11
Physical Requttrtaments ' -
Breaking Strength (Ibf/in-width)
20 specimens; 1" x 6" x thickness;
Cond. 2h @ 73.4t3.6"F & 50±5%RH;
Test 73.4±3.6"F• Rate=tin/min
ASTM D 146
Longitudinal (with fiber grain) 66 z 30 40
Transverse (across fiber grain) 30 z 15 t 20
Pliability (Pass/Fail]
10 specimens; 1" x 8" x thickness;
Cond. 10-15min in water @ 77±1.80F;
Test 90" around radius in 2s
ASTM D 146 radius radius
Longitudinal (with fiber grain) Pass No Failures No Failures
Transverse (across fiber grain) Pass No Failures No Failures
Loss on Heating (weight %)
2 specimens, 12" x 6" x thickness;
Test Cond. 221±59F for 5h±3min
ASTM D 146 2 54 s 4
Dimensions and Masses
Width of Roll (in) ASTM D 146 36 36 36
I
Variation, % 0.3 0.7 0.7
Area, min (ft) ASTM D 146 216 432 216
Moisture at Point of Manufacture (%) ASTM D 146 NT 5 4.3 5 4.1
As Received' 3.0 5 4.3 5 4.1
Net Mass of Saturated Felt (lb/100ft2) ASTM D 146 27.3 Z 11.5 z 26
Mass of Saturant (Ib/100ft) ASTM D 146 15.9 z 6.2 z 15.0
Percent Saturation (%) ASTM D 226 150 120 a 150
Saturation Efficiency (%) ASTM D 226 NA t 70
Mass of Desaturated Felt (lb/100ft) ASTM D 146 10.6 z 5.2 10.0
Ash (%) ASTM D 146 4.0 510.0 510.0
Continued on Following Page
The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated
client. No reproduction or facsimile in any forth can be made without the client's permission. This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility not makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report.
PRl ConsMxk-n Materrals Talmo" -.es L L C 6108 8Wger Dore Tampa. FL 33610 Tel: 813-621.5777 Fa> 813621.SM t•wwl. material xting&itml con WebSrle' hop 96,*w.prirmtcom
Warrior Roofing Manufacturing
ASTM D 226 for
30
Page 3 of 3
NT- Not Tested;
NA- Not Applicable
Statement of Compliance: The product tested is compliant with ASTM D 226: Standard Specification for
Asphalt -Saturated Organic Felt Used In Roofing and Waterproofing as
Type II (No. 30). -_
Signed: Signed:
Brad rz_ybows i
Managing Director
Date: 11 /c( / 1 Date:
Report Issue History:
Issue ft Date Pages I Revision Description (if applicable)
Original 07/24/2008 3 NA
Revisionl 11/09/2011 3 Revised to exclude reference to Florida Building Code 2007.
Reissued.
END OF REPORT
The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated
client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report.
PRI Corstnxion Materials iechno"ies LLC 6408 8xiger ()rive Tampa, FL 33610 Tel; 813.6215777 Far, 03.621.58A0 e•mW: maWri&testil1Q@P MLoom 'NebSite: h;tp lrxMx.pncmlcom
WARRIOR® ROOFING MANUFACTURING
P. 0. BOX 40185 • TUSCALOOSA, AL 35M • PHONE (206) 553.1734 • FAX (205) $53.1755
193 LEROY ANDERSON ROAD • MONROE. GA 3MS • PHONE (770) 207-0695 • FAX (770) 207-0775
323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (117) 7094123 • FAX (717) 7094W
Roofing Felt Installation Recommendations
Be aware that roofing felt should not be walked upon prior to fastening into position.
Proper safety equipment is recommended for all installations. Also, the roof decking
should be clear of debris and moisture prior to installation of the roofing felt.
Roofing felt should be installed from the bottom of the roof in horizontal layers to
increase the water shedding ability of the felt. The initial layer of felt should be installed
to cover the bottom edge of the decking, from edge to edge. Overhang is not required.
Anchor the top corner of the felt after it has been properly positioned and roll the felt out
across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as
you move across the roof. The top edge of the felt should be fastened no less than every
eight inches. The middle and bottom edge should also be fastened no less than every
eight inches. Fasteners should be applied no less than every eight inches along the eaves.
The next course of felt should also be aligned with the roof edge and should overlap the
previous course two inches (sometimes referred to as head lap). In the event you get to
the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a
four inch overlap over the end of the prior roll (sometimes referred to as end lap). The
same fastening pattern used on the middle and bottom of the initial course should be used
for each subsequent course. For the top of each subsequent course, fasten intermittently
to hold the top edge in place until the next course is applied. The fasteners in the bottom
of the next course will hold the top of the previous course securely.
Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if
it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and
secure then begin at the bottom of the other side of the ridge and repeat the process.
In valleys, lay a vertical section of roofing felt the length of the valley prior to the
installation of the horizontal runs of roofing felt. If you use more than one section of
roofing felt in a valley, be certain to start at the bottom and overlap each subsequent
length a minimum of two inches as you move up the valley to insuie•piopwater
shedding. '=._,.• -:w =:tM_
l`-}' `i r Cy/{•' ••! 1-:. •• • y1. ••
In the event some wrinkles are created while fastening down a course of felt, slice the
wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement.
Installation of the primary roof covering (ex. Shingles) is recommended immediately
after felt installation.
NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING
PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY
THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE
ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC
FASTENING REQUIREMENTS.
7R82015 Florida Building Code Online
1
r
flcrda '
K
i'p wrientt: SCIS Home Log In User Registration i Hot Topics Submit Surcharge ; Stats 8 Facts publications FBC Staff SCIS Site Map . Links Search
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UsPERMIT#
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public War Regulation
PICCIM
Approval Menu > Product or ADDlltation Search > Application List > Application Detail FL #
FL1956-R11 Application
Type Revision Code
Version 2014 Application
Status Approved OFFICE
Comments
Archived
Product
Manufacturer Address/
Phone/Email Authorized
Signature Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Subcategory
Compliance
Method Certification
Agency Validated
By Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Product
Approval Method Approved
by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary. TAMKO
Building Products, Inc. PO
Box 1404 Joplin,
MO 64802 417)
624-6644 Ext 2305 kerri_
eden@tamko.com Kerri
Eden kerri-.
eden@tamko.com Kerri
Eden PO
Box 1404 Joplin,
MO 64802 417)
624-6644 Ext2305 kerri_
eden@tamko.com Roofing
Asphalt
Shingles Certification
Mark or Listing UL
LLC Robert
1. M. Nieminen, PE Validation
Checklist - Hardcopy Received Standard
Year ASTM
D3161 2009 ASTM
D3462 2009 ASTM
D7158 2008 Method
1 Option A helps://
floridabUlding.org/pr/pr app dU.aspx?Wam=wGEVXC) v Dqs%2fmGFoyT6raQ%2b%2bCX5ulUhEA3ULv8xAB4z%2bKOdb01OIBWlo3d%3d 1/4
7/2 O15 Florida Building Code Online
Date Submitted 03/20/2015
Date Validated 04/02/2015
Date Pending FBC Approval
Date Approved 04/06/2025
FL 0 Model, Number
or Name
Description
1956.1 Elite Glass -Seal A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FI_1956 RI C CAC Tamko S ry Conf FL 1956 env odf
Approved for use outside FL1956 R11 C CAC ui certification 10_++-12 df
HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 10/10/2015
Design Pressure: N/A Installation Instructions
Other. Asphalt shingles shall be FL1956 R11 ii Glass Seal Elite Glass Seal aoD inst Ddf
used only on roof slopes of 2:12 Verified By: Robert Nieminen 59166
or greater. Nails must be used Created by Independent Third Party: No
as the method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.2 1 Glass -Seal A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1956 RI C CAC Tamko Sery Conf FL 1956 2012.odf
Approved for use outside FL1956 g++ r_ ror_ :::=_t:_rir_.:__ f
HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 10/10/2015
Design Pressure: N/A Installation Instructions
Other: Asphalt shingles shall be FL1956 R11 li Glass Seat Elite Glass Seal aoo inst Ddf
used only on roof slopes of 2:12 Verified By: Robert Nieminen PE 59166
or greater. Nails must be used Created by Independent Third Party: No
as the method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.3 Heritage A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL1956 R11 C ror Tamko S_ • Conf FL 1956 2012 vdfIApprovedforuseoutsideFL19561111Crorutrartifirztlnin-++_+i ..ar
Impact Resistant: N/A 10/10/2015
r
Design Pressure: N/A Installation Instructions
Other: Asphalt shingles shall be FL1956 1131 11 Heritage D F 3 P ago inst Ddf
used only on roof slopes of 2:12 FL1956 R11 1I Heritage F ago inst odf
or greater. Nails must be used FL1956 R31 If Heritage T ago inst odf
as the method of attachment. Verified By: Roberti. M. Nieminen FL 59166
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
1956.4 Heritage 30 A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1956 R31 C C.or Tamko Sery Conf Fl. 1956 2012Ddf Approved
for use outside FL1956 R11 C CAC UL certification 10-11-12 Ddf HVHZ:
Yes Quality Assurance Contract Expiration Date Impact
Resistant: N/A 10/10/2015 Design
Pressure: N/A Installation Instructions Other:
Asphalt shingles shall be FL1956 R11 i1 heritage 30 ago inst aoril 10 Ddf used
only on roof slopes of 2:12 r rSt : aurii 10 oo'f or
greater. Nails must be used Verified By: Robert Nieminen PE 59166 as
the method of attachment. Created by Independent Third Party: No Evaluation
Reports Created
by Independent Third Party: 1956.
5 1 Heritage 50 A dimensional asphalt shingle. Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: No FL1956 III C CAC Tamko Sery Canf FL 2956 2012 odf Approved
for use outside FL1956 RI I C ror t n certification 10 11 1? ndf HVHZ:
Yes Quality Assurance Contract Expiration Date Impact
Resistant: N/A 10/10/2015 Design
Pressure: N/A Installation Instructions Other:
Asphalt shingles shall be FL1956 R11 it heritage sn ann inct aoril 10 odf used
only on roof slopes of 2:12 FL1956 R11 iI heritage 50 ago Inst f aoril 10.odf or
greater. Nails must be used Verified By: Robert Nieminen PE 59166 as
the method of attachment. Created by Independent Third Party: No Evaluation
Reports Created
by Independent Third Party: blipsJilloridabuilding.
org/pr/pr app du.aspx7param=wGEVXCroADgs%2fmGFovT6raQ%2b%2bCX5ulUhEA3ULv8xAB4z%2hKAdhcNnlFavc(.W6.,-*i gyre
Application Instructions for
TA HERITAGEO 30
BU16DING PRODUCTS LAMINATED ASPHA6T SHING6ES
Dallas, TX 9 Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO
THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.
TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING
FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS.
THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER.
IN COLD WEATHER (BELOW 40°F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES.
IMPORTANT: It is not necessary to remove the plastic strip from the back of the shingles.
1. ROOF DECK
These shingles are for application to roof decks capable of receiving
and retaining fasteners, and to Inclines of not less than 2 In, per foot.
For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer
to special instructions titled "Low Slope Application". Shingles must
be applied properly. TAMKO assumes no responsibility for leaks or
defects resulting from improper application, or failure to properly
prepare the surface to be roofed over.
NEW ROOF DECK CONSTRUCTION.• Roof deck must be smooth,
dry and free from warped surfaces. It is recommended that metal
drip edges be installed at eaves and rakes.
PLYWOOD: All plywood shall be exterior grade as defined by the
Engineered Wood Association. Plywood shall be a minimum of 3/8
in. thickness and applied in accordance with the recommendations
of the Engineered Wood Association.
SHEATHING BOARDS: Boards shall be well -seasoned tongue -
and -groove boards and not over 6 in. nominal width. Boards shall
be a 1 in. nominal minimum thickness_ Rnards chap ho nrnnorh,
2. VENTHATION
Inadequate ventilation of attic spaces can cause accumulation of
moisture in winter months and a build up of heat in the summer.
These conditions can lead to:
1. Vapor Condensation
2. Buckling of shingles due to deck movement.
3. Rotting of wood members.
4. Premature failure of roof.
To insure adequate ventilation and circulation of air, place louvers
of sufficient size high in the gable ends and/or install continuous
ridge and soffit vents. FHA minimum property standards require
one square foot of net free ventilation area to each 150 square feet
of space to be vented, or one square foot per 300 square feet if a
vapor barrier is installed on the warm side of the ceiling or if at least
one halt of the ventilation is provided near the ridge. If the ventilation
openings are screened, the total area should be doubled.
IT IS PARTICULARLY IMPORTANT TO PROVIDE
ADEQUATE VENTILATION.
S. FASTENERS
WIND CAUTION: Extreme wind velocities can damage these
shingles after application when proper sealing of the shingles
does not occur. This can especially be a problem if the shingles
are applied In cooler months or in areas on the roof that do not
receive direct sunlight. These conditions may Impede the sealing
of the adhesive strips on the shingles. The inability to seal down
may be compounded by prolonged cold weather conditions and/
or blowing dust. In these situations, hand sealing of the shingles is
recommended. To insure immediate sealing, apply 4 quarter -sized
dabs of TAM -PRO'' Premium SBS Adhesive or TAMKO Tam -Seal
Adhesive on the back of the shingle 1 In. (25mm) and 13 in. (330mm)
in from each side and 1 in. (25mm) up from the bottom of the
shingle. Press shingle firmly into the adhesive. For maximum wind
resistance along rakes, cement shingles to the underlayment and
each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or
TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform
layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts
can cause blistering of the shingles and may soften the asDhalt in
staining. Shingles must also be fastened according to the fastening
instructions described below.
Correct placement of the fasteners is critical to the performance
of the shingle. If the fasteners are not placed as shown in the
diagram and described below, this will result in the termination of
TAMKO's liabilities under the limited warranty. TAMKO will not be
responsible for damage to shingles caused by winds in excess of
the applicable mph as stated in the limited warranty. See limited
warranty for details.
FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from
the bottom edge of the shingle, penetrating through the common
bond, and located horizontally as follows:
1) Standard Fastening Pattern. (For use on decks with slopes 2 in.
per foot to 21 in. per foot.) One fastener 1 in. back from each end
and one 13-1/2 in. back from each end of the shingle for a total of 4
fasteners. (See standard fastening pattern illustrated below).
STANDARD FASTENING PATTERN
FASTENERS NAIL ZONE
COMMON
BOND
EXPOSURE 5.518"
I
1=-q I -- 12-1/2"-+-12-3/E" —- 12-1/2" H"
Continued)
Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 »
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District
tamko.com 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1
TAMKO
6016DIN0 PRODUCTS
CONTINUED from page 1)
HERITAGEO 30
LAMINATED ASPHALT SHINGI6ES
Dallas, TX • Tuscaloosa, AL * Phillipsburg, KS • Joplin, MO
2) Mansard Fastening Pattern. (For use on decks with slopes
greater than 21 in, per foot.) One fastener 1 in. back from each end
and one fastener 8-1/2 in. back from each end and one fastener 16
In. back from each end for a total of 6 fasteners per shingle. (See
Mansard and High Wind Fastening Pattern Illustrated below.)
MANSARD AND HIGH WIND FASTENING PATTERN
FASTENERS NAIL ZONE
COMMON
BOND
n [7 R EXPOSURE55W
3) High Wind Fastening Pattern. (For High Wind Application
requirements) One fastener 1 in. back from each end. One fastener
8-1/2 in. back from each end and one fastener 16 in. back from each
end for a total of six (6) fasteners per shingle. In addition to this shingle
fastening pattern requirement for High Wind Application, TAMKO
also requires the use of the following TAMKO products: TAMKO
felts or underlayments; TAMKO Moisture Guard Plus underlayment
at all eaves, rakes, and valleys: TAMKO or TAM -PRO cements and
coatings products where required; TAMKO ventilation where required,
TAMKO starter shingles if available in area, and TAMKO Hip and Ridge
shingles installed on all hips and ridges. Along rakes, cement shingles
to the underlayment and each other in a 4 in. (102 mm) width of TAM -
PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Also, see local
building codes for proper nailing application. High Wind Application
Is offered on new construction or complete tear -off applications only.
It is not offered for recover applications. If High Wind Application
MPH, as stated on Table I in the Limited Warranty, reverts to the
Standard Application Wind Warranty MPH limit. (See Mansard and
High Wind Fastening Pattern illustrated above.)
NAILS: TAMKO recommends the use of nails as the preferred method
of application. Standard type roofing nails should be used. Nail
shanks should be made of minimum 12 gauge wire, and a minimum
head diameter of 318 in. Nails should be long enough to penetrate
3/4 in. into the roof deck. Where the deck is less than 314 in. thick,
the nails should be long enough to penetrate completely through
plywood decking and extend at least 1/8 in, through the roof deck.
Drive nail head flush with the shingle surface.
Properly often tmpropCV orwen
Yd roinOWnotcr underdrlrsn oterdrlvm Cooked
Aspholl
Shbvtos
j.1/a•nerrrWl
Weight, good penMUon Inodepuate too desp. cuts Irodepusto
and Irish MN shbl& surface P"MUen loro Wngle ant:horoge
STAPLES: If staples are used in the attaching process, follow the
above instructions for placement. All staples must be driven with
pneumatic staplers. The staple must meet the following minimum
dimensional requirements. Staples must be made from a minimum
16 gauge galvanized wire. Crown width must be at least 15/16 in.
staple crown width is measured outside the legs). Leg length should
be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for
reroofing thus allowing a minimum deck penetration of 3/4 in. The
crown of the staple must be parallel to the length of the shingle.
The staple crown should be driven flush with the shingle surface.
Staples that are crooked, underdriven or overdriven are considered
improperly applied.
Properly Driven Improperly Driven
Iea H
unde*A" owak;ven crooked
S al
Deddng
CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL
ZONEICOMMON BOND AS SHOWN IN THE DIAGRAM ABOVE.
4. UNDERLAYMENT
UNDERLAYMENT: An underlayment consisting of asphalt saturated
felt must be applied over the entire deck before the installation of
TAMKO shingles. Failure to add underlayment can cause premature
failure of the shingles which is not covered by TAMKO's limited
warranty. Apply the felt when the deck is dry. On roof decks 4 in.
per foot and greater apply the felt parallel to the eaves lapping each
course of the felt over the lower course at least 2 in. Where ends
join, lap the felt 4 in. If left exposed, the underlayment felt may
be adversely affected by moisture and weathering. Laying of the
underlayment and the shingle application must be done together.
Products which are acceptable for use as underlayment are:
A non-Derforated asphalt saturated organic felt which meets
ASTM: D226, Type I or ASTM D4869, Type I
Any TAMKO non -perforated asphalt saturated organic felt
TAMKO TW Metal and Tile Underlayment, TW Underlayment
and Moisture Guard Plusm (additional ventilation may be
required. Contact TAMKO's Technical Services Department
for more information.)
In areas where ice builds up along the eaves or a back-up of water
from frozen or clogged gutters is a potential problem, TAMKO's
Moisture Guard PlusP waterproofing underlayment (or any specialty
eaves flashing product) may be applied to eaves, rakes, ridges,
valleys, around chimneys, skylights or dormers to help prevent
water damage. Contact TAMKO's Technical Services Department
for more information.
TAMKO does not recommend the use of any substitute products
as shingle underlayment.
S. APPLICATION INSTRUCTIONS
STARTER COURSE: A starter course may consist of TAMKO Shingle
Starter, self-sealing 3-tab shingles or a 9 inch wide strip of mineral
surface roll roofing. If self-sealing 3-tab shingles are used, remove
the exposed tab portion and install with the factory applied adhesive
adjacent to the eaves. Attach the starter course with approved
fasteners along a line parallel to and 3 in. to 4 in. above the eaves
edge. The starter course should overhang both the eaves and rake
edges 1/4 in. to 3/8 in.
Central District 220 West 41h St., Joplin, MO 64801 800-6414691 ++fog
Visit Our Web Site at Northeast District 4500 Tamko On. Frederick, MD 21701 800-366-2055
Southeast District
tamko.eom 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2
NEW
ETA:M:MK0fl
BUILDING PRODUCTS
CONTINUED from page 2)
I ERITAGIC® 30
LAMINATED ASPHA6T SHINGLES
Dallas, TX o Tuscaloosa, AL * Phillipsburg, KS • Joplin, MO
SHINGLE APPLICATION: Start the first course with a full size shingle
and overhang the rake edge 1/4 in. Cut 10-3/8 in. from a full shingle
to form a shingle 29 in. long. Use this to start the second course (see
diagram below). Cut a 23 in. long shingle to start the third course. Use
the remaining 16-3/8 in. piece of shingle to start the fourth course and
use the remaining 10-3/8 in. piece to begin the fifth course. Continue
up the rake in as many rows as necessary using the same formula
as outlined above. The butt of the shingle should be aligned with
the top edge of the sawtooth of the underlying shingle for a 5-5/8 in.
exposure (see shingle application drawing illustrated on this panel).
When you make your final cut at the roof's edge, flip any pieces that
are 8 in. or longer back onto the roof. These pieces can be worked
In anywhere without creating zippers or color variations.
NOTE: Do not align joints of shingle courses when working in cut
pieces. Joints should be no closer than 4 in. from one another.
l33/9•
repeat
3y'r i 23.•
roko
3rdwutis
httr Course'
Y3e_..L:•23.
29!
tit Como F.
10.91a"
r l0v0 mow.
J.C. rev t ateo.n. stilly. l.—ko 1P aeo6103V P.COaselW W-00New002Wam a
to 3T by k AS 2aayeo'
ioi, tnio. A. yN Can
w. WsNnil.a wan two wN maa M1.auaa. 3CGf
CIA ' ,Aura• rqn
Ma/ -Y Ole toys. Y we felt sR d1oiu rnatof ATht"ogo,doCMbeimoI,WAtrq• C081anbm.rm, a" N. * aeasM..OtiannnWow17W1 XON:;ry eMI 01COIVofshiCWMo. eel NS'hblb.t aMCIDc.ura..wrenrm to cut poaa hlnN aM.W W ne etew Uun.• born en..eom.r. 6. LOW SLOPE APPLICATION
On pitches 2 in.
per foot to 4 in. per foot cover the deck with two layers of asphalt saturated felt.
Begin by applying the felt in a 19 in. wide strip along the eaves and
overhanging the drip edge by 1 /4 to 314 in. Place a full 36 in.
wide sheet over the 19 in. wide starter piece, completely overlapping it. All succeeding
courses will be positioned to overlap the preceding course by 19
in. If winter temperatures average 25OF or less, thoroughly cement the felts
to each other with TAM -PRO or TAMKO Plastic Roof Cement from
eaves and rakes to a point of a least 24 in. Inside the interior wall
tine of the building. As an alternative, TAMKO's Moisture Guard Plus® self -
adhering waterproofing underlayment may be used In lieu
of the cemented felts. 7. MANSARD ROOF OR
STEEP SLOPE ROOF If the slope exceeds
21 in, per foot (60), each shingle must be sealed with TAM -PRO SBS Adhesive
or TAMKO Tam -Seat Adhesive immediately upon installation. Spots of
cement must be equivalent in size to a $.25 piece and applied to
shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section
3 for the Mansard Fastening Pattern. 8. RE -ROOFING Before
re -rooting, be
certain to inspect the roof decks. All plywood shall meet the requirements
listed in Section 1. Nail down or remove
curled or broken shingles from the existing roof. Replace all missing
shingles with new ones to provide a smooth base. Shingles that are
buckled usually indicate warped decking or protruding nails. Hammer
down all protruding nails or remove them and refasten in
a new location. Remove all drip edge metal and replace with new.
If re -roofing over
an existing roof where new flashing is required to protect against Ice
dams (freezelthaw cycle of water and/or the backup of water in
frozen or clogged gutters), remove the old roofing to a point at
least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard
Plue waterproofing underlayment. Contact TAMKO's Technical Services
Department for more Information. Measurements will vary when
nesting over an existing 5 in. exposure single roof: Call TAMKO
Technical Services for further information. The nesting procedure described
below is the preferred method for reroofing over existing metric
size shingles with a 5-5/8 in. exposure. See description below: Starter
Course: Remove the
tabs and an additional portion from the head of a full
size shingle so that its height is equal to the exposure of the existing shingles.
Position the resulting strip over the existing roof edge (with the
factory -applied adhesive strip along the eaves). Cut approximately 6 in.
from the rake end and apply the remaining portion at the eaves.
Continue the starter strip by applying full length shingle strips cut to
height as above, evenly along the existing roof at the eaves. The
existing roof should overhang the eaves far enough to carry water
off into the gutter. If this is not the case, cut and apply the
starter strip so that it will provide sufficient overhang for proper drainage.
First Course: Remove an
amount from the butt edge of a full-size shingle so that the
remaining portion of the shingle fits between the butts of the existing
third course. This course must also be applied evenly along the eaves
edge of the new starter strip. Central District 220 West
4th St., Joplin, MO 64801 800-6414691 11M9 Visit Our Web Site
at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District tamko.coim
2300 35th
St., Tuscaloosa, AL 35401 800-228-2656 Southwest District 7910 S.
Central Exp., Dallas, TX 75216 800443-1834 Western District 5300 East
43rd Ave., Denver, CO 80216 800-530-8868 3
TAMKO
BUWDING PRODOC9'S
CONTINUED from page 3)
LAMINATED ASPHALT SHINGLES
Dallas, TX a Tuscaloosa, AL a Phillipsburg, KS • Joplin, MO
Second and SucceedingCourses: Remove 10-3/8 in. from the
rake end of the first shingle in the second course, and continue
with full width shingles for the remainder of the course, placing
the top edge of each new shingle against the butt edge of the old
shingle in the course above. This method should create an exposure
of 5-5/8 in. after the first course. When beginning the succeeding
courses continue to follow the Heritage application instructions.
See section 5).
Drip
No
9. VALLEY APPLICATION
Over the shingle underlayment, center a minimum 36 in. wide sheet
of TAMKO Nail -Fasts, Moisture Guard Plus° or a minimum 50 lb. roll
roofing in the valley. Nail the felt only where necessary to hold it in
place and then only nail the outside edges.
PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING
SHINGLES TO FORM VALLEY.
After valley flashing is in place:
Apply the first course of shingles along the eaves of one of the
Intersecting roof planes and across the valley.
Note: For proper flow of water over the trimmed shingle, always
start applying the shingles on the roof plane that has the lower
slope or less height.
Extend the end shingle at least 12 in. onto the adjoining roof.
Apply succeeding courses in the same manner, extending them
across the valley and onto the adjoining roof.
Press the shingles tightly into the valley.
Use normal shingle fastening methods.
Note: No fastener should be within 6 in, of the valley centerline,
and two fasteners should be placed at the end of each shingle
crossing the valley.
To the adjoining roof plane, apply one row of shingles vertically
facing the valley and 2 in. back from the valley centerline.
Note: For a neater installation, snap a chalkline over the
shingles for guidance.
To complete the valley, apply shingles on the adjoining roof
plane by positioning the tip of the first shingle of each row at
the 2 in. point from the centerline where the edge of the vertical
shingle has been applied, covering the vertical shingle.
FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE
CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT.
trroaleyMml <-,S
A..,VWgant&lr*
place ap Of ShAtY. an the eeppoo of
tM.en,cu eti+Ip10 es26KhbocA C::=
canstwgb. onsano mbing 10.
HIP AND RIDGE FASTENING DETAIL Extend
ero 9"lo 12'-
ur br/ano vaaey
centone Noasteners-.-
A" 6'
ar cMtenew Apply
the shingles with a 5 in. exposure beginning at the bottom of
the hip or from the end of the ridge opposite the direction of the prevailing
winds. Secure each shingle with one fastener on each side, 5-
1/2 in. back from the exposed end and 1 in. up from the edge. TAMKO
recommends the use of TAMKO Hip 8 Ridge shingle products.
Where matching colors are available, it is acceptable to use
TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners
should be 1/4 in. longer than the one used for shingles IMPORTANT
PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN
TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING
SHINGLE IN COLD WEATHER. Direction
of prevailing wind plart
5' exposure here-
Fastener
5.
xposure THESE
ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS
FOR THE ROOFING CONDITIONS DESCRIBED.
TAMKO BUILDING PRODUCTS, INC. ASSUMES NO
RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS
RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'
S INSTRUCTIONS. TAMKOO,
Moisture Guard Plus9. Nail Fast®. TAM -PRO+ and Heritaga are registered trademarks
of TAMKO Building Products, im, Information
Included in these application Instuctions Vras current at lime of printing. To obtain
a copy of the most current version of Mesa application Instructions, visit us online at
tamkc.com or call us at ag0.641-4691. Central
District 220 West 4th St„ Joplin, MO 64801 800-6414691 11/09 Visit
Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast
District tamko.
Com 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 Southwest
District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western
District 5300 East 43rd Ave., Denver, CO 80216 Rim
800-
530-8868 4
October 10, 2012
Tamko Building Products
220 W 4th Street
PO Box 1404
Joplin, MO 64801
Contact Name: Kerri Eden
Email Address: Kerri EdenOtamko com
Subject: UL Third Party Inspection Service for Florida Quality Assurance
Expiration Date: October 10, 2015
Reference: File R2919
Dear Ms. Eden:
This letter is to confirm that Tamko Building Products has an agreement with UL LLC to conduct
audits at your plant to verify Florida Quality Control requirements at the following locations:
Tamko Building Products
601 N. High St
Joplin MO 64801
Tamko Building Products
7910 S Central Expy
Dallas TX 75216
Tamko Building Products
1598 Hwy 183
Phillipsburg KS 67661
Tamko Building Products
4500 Tamko Dr
Frederick MD 21704
Tamko Building Products
2300 35`h St
Tuscaloosa AL 36401
Quality Control System and Products will be inspected according to Florida Product Approval ReportFL1956toensurethemanufacturer's quality documentation is well defined, fully documented andeffectivelyimplemented.
A minimum of two (2) inspections per year will be conducted. This service has been establishedunderfileR2919.
UL LLC
333 Pfingsten Road. Northbrook, IL 60062.2096 USA
T: 847.272.8800 / F: 847.272.8129 / W: UL com
If you have any questions, please call me at 314-578-3406.
Kind regards,
A&ee-&,
J. Kay Chancellor
Project Coordinator
Product Safety
UL LLC
333 Pfingsten Road
Northbrook, IL 60062-2096 USA
M:314-578-3406
F: 847-664-6157
W: ul.com
October 1 I, 2012
Tamko Building Products Inc
Ms. Ken: i Eden
220 W 4th St
PO Box 1404
Joplin, MO 64801
RE: TAMKO Shingles
Dear Ms. Eden:
This is to confirm that the attached shingle matrix pertains to Tamko produced shingles.
All the products have been tested and meet the criteria for the standards mentioned. They are covered byUL's Follow -Up Service Program under Tamko's File R2919.
The Listing Mark of Underwriters Laboratories Inc. on the product is the only method provided by UL toidentifyproductsmanufacturedunderitsListingandFollow -Up Service.
Combination Listing/Classification Mark — A Listing Mark combined with a Classification Mark is
provided on products that have additionally been investigated in accordance with various supplemental
standards. Please refer to_theJabels_on_the-product.
Should you have any questions, please feel free to contact the writer.
Very truly yours,
William G Marshall (Ext. 42735)
Sr. Engineering Associate
Fire Protection Division 3019A
Reviewed By:
Alpesh Patel (Ext. 42522)
Staff Engineer
Fire Protection Division 3019A
Phillipsburg, RS
Product Name ASTt! ASTM ASMI M. hSTV CSA
D2462 D2162 DE281 2290 D7158 123.5
Class Class Class Class
F H H H
Glass -Seal (AR)
Elite Glass -Seal QA)
Heritage X x X X X X
Heritage 20 (AR) X X x x x X
Heritage )M (AR)
Heritage 50 (AR) x x X x X x
Heritage Premium x X X X x X
Heritage Vintage (AR) X X X X X x
Heritage Vintage Y. A
12 is 12 Hip and Ridge
Dallas, TX
Product Name ASTN AM ASTM III, ASTw CSA
D3462 D3162 DE282 2390 D7158 122.5
Class Class Class Class
F H H H
Glass -Seal (ARJ
Elite Glass -Seal (AR)
Heritage X X x x X x
Heritage 20 (AR) x x X X X X
Heritage XL (AR) x X X X X
Heritage Wwdgate x x X X x X
Heritage 50 (AR) X X x X x X
Heritage Premium X x x X X X
Heritage Vintage (AR)
Heritage IR x i( Y. x x X
Shingle Yatrix
Frederick, XD
Product Name bSTN. AST' nSTK UL ASTu CSA
D3462 D3161 D6281 2390 D7158 122.5
Class Class Class Class
F H H H
Glass -Seal (AR) X X X X X
Elite G?ass-Seal (AR) x x X x X
Heritage x x x X X x
Heritage 30 (AR) x X x x x x
Heritage U (AR) X x
Heritage Woodgate f
Heritage 50 (AR) X x x X x x
Heritage Premium X x x x x x
Heritage Vintage (ZR)
12-1/4 1 12 Hip and Ridge X X
UL Product Race
2218
Glass -Seal (AR)
Elite G:ass-Seal (M)
Heritage
Heritage 20 MR)
Heritage XL (AR)
Heritage 50 (AR)
Heritage Premium
Heritage Vintage (3R)
X 12 X :2 Hip and Ridge
Tuscaloosa, AL
ASTM AMME ASTM IIL ASTiS CSA
D2462 02161 D6281 2290 07158 123.5
Class Class Class Class
F H H H
x x x x x
X x x x x
X x X x X x
x x x x X X
x x x x x x
x x x x x x
xx
Product Name
Glass -Seal (AR)
Elite Glass -Seal (AR)
Heritage
Heritage 30 (AR)
Heritage XL (AR)
Heritage 50 (AR)
Heritage Premium
Heritage Vintage (AR)
12 X 12 Hip and Ridge
12-1/4 x 12 Hip & Ridge
Joplin, 143
ASTM 03462 ASTM D3161
Clas s F
X -
X X
X X
X X
06381
as H
X X I ---- X X
UL 2390
Class H
X
X
X
X
AM. 07158
Class H
X
X
X
X
CSA
123.5
X
X
S
C UCI< EnginE=E=rinq
Speclalty Structural Engineering CBUCK, Inc. Certificate of Authorization u8064
Evaluation Report PERMIT
1ce "MMI-2" Off Ridge Vento1q:
Ridge Vent Assembly
Manufacturer:
Millennium Metals, Inc.
10200 Eastport Road
Jacksonville, FL 32218
877) 358-7663
for
Florida Product Approval
FL 16568.1 R1
Florida Building Code 5th Edition (2014)
Per Rule 61G20-3
M-ethod: 2 - B
Category: Roofing
Sub - Category: Roofing Accessories that are an Integral
Part of the Roof System
Product: "MMI-2" Off Ridge Vent
Material: Steel
Support: Wood Deck
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Youry Demosthenes
Report No. 14-104-MM12-StORV-ER_14
Date: 2 / 26 / 15
Contents:
Evaluation Report Pages 1— 7
sm A. Irsys+c f.e.euN
1181u`,
P . Or-
No 31242
w=
STATE OF
j111111 1.
1 '
N h Fred EY• l,mc:l euc ne.. V.E
MUCK, Inc. 2015.03.0210:57:51-05'00'
1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net
FL li: FL 16568.1 R1
Date: 2 / 26 / 15
CBUCK EnQ1neering Report No.:25-104-MM2-St0RV-ER_14
Page of 7
Specialtt j Structural Engineering MUCK, Inc. Certificote of Authorization a8064
Manufacturer:
Product Name:
Product Category:
Millennium Metals, Inc.
MMI-2" Off Ridge Vent
Roofing
Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System
Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b)
Product/System "MMI-2" Off Ridge Vent
Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck.
Product Assembly as Refer to Page 4 of this report for product assembly structural components:
Evaluated:
1. Off Ridge Vent
2. Fasteners
3. Roof Cement
Support: Type:
Wood Deck
Design of support and its attachment to support framing is outside the scope of this
evaluation.)
Description:
15/32 (min.) or greater plywood,
or Wood plank (min. specific gravity of 0.42)
Slope: 2 : 12 or Greater
Performance: Wind Uplift Resistance
Design Uplift Pressure: - 75 PSF
Allowable design pressure for allowable stress design (ASD) with a margin of safety
of2to1.
CHUCK EngineerInQ
FL #: FL 16568.1 RI
Date: 2 / 26 / 15
Report No.: 15-104-MM2-StORV-ER_14
Page 3 of 7
Speclalttj Structural Engineering OUCK, Inc. Certificate of Authorization #8064
Performance Standards: The following test protocols were performed to demonstrate compliance with the
intent of the code as this product is not addressed specifically in the code.
ASTM E330-02 — Standard Test Method for Structural Performance of Exterior
Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure
Difference
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 5th Edition (2014), Section 1709.2.
Evaluation Report This product evaluation is limited to compliance with the structural requirements of
Scope: the Florida Building Code, as related to the scope section to Florida Product Approval
Rule 61G20-3.001.
Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical
documentation, specifications and installation method(s) which include
Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the
authority to approve products under "Optional Statewide Approval".
Option for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code". Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others.
Refer to applicable building code section for ventilation requirements.
Design of support system is outside the scope of this report.
Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
This evaluation report does not evaluate the use of this product for use in the High
Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance
with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Keystone Certifications, Inc. (FBC Organization #: QUA 1824).
CBUCK Engineering
FL #: FL 16568.1 RI
Date: 2 / 26 / 15
Report No.: 15-104-MM2-St0RV-ER 14
Page 4 of 7
Specialty Structural Engineerinq CBUCK, Inc. Certificate of Authorization #8064
Components/Materials Ridge Vent: "MMI-2" Off Ridge Vent
by Manufacturer): Material Type 1: Steel
Thickness: 26 gauge (min.)
Yield Strength: 40 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
ASTM A792 coated, or
ASTM A653 G90 galvanized steel
Nominal Dimensions:
Width: 24„
Height: 4-1/2-
Lengths: 2' , 4', 6', 8' and 10'
Fastener(s):
Base Fastener:
Purpose: Attaches Ridge Vent Base Flange to Deck
Type: Annular Ring Shank Roofing Nails
Size : 11 gauge x 1-1/2"
Corrosion Resistance: Per FBC Section 1506.5
Standard: Per ASTM F 1667
Alternate Fastener:
Purpose: Attaches Ridge Vent Base Flange to Deck
Type: Hex -Head Wood Screw
Size : #10 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 -
Standard: Per ANSI/ASME B18.6.4
Roof Cement:
Type: Asbestos -free asphalt based roof cement w/ SBS rubber
Application Size: 1/4" thick minimum
Standard: Per ASTM D 3019 Type III and ASTM D 3409
FL #: FL 16568.1 Rl
Date: 2 / 26 / 15
C 8211UCK Engineering Page
Report No.: 15-104
7-
MM2-StORV-ER 14
ISpecialty Structural EnginPprinq CBUCK, Inc. Certificate of Authorization a8064
Installation: Installation Method:
Refer to drawings on Pages 6-7 of this report.)
Prepare deck opening by trimming any shingles & nails that may interfere with
ridge vent installation.
Apply roof cement to the underside, back and side flanges of the ridge vent.
Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install
cement in compliance with manufacturer's installation guidelines.)
Position vent flange beneath loosened shingles and align with deck opening.
Attach vent top, bottom and side flanges to deck with nails or screws spaced 4"
o.c. and 1-1/2" from each end.
Minimum fastener penetration thru bottom of support, 3/16".
Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 5th Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a supplemental
guide -for -attachment.
Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test
Architectural Testing, Inc.(FBC Organization #TST ID: 1527)
Report #: D0249.02-450-18, Report Date: 8 / 29 / 13
2. Quality Assurance
By Keystone Certifications, Inc. (QUA ID:1824)
Millennium Metals Licensee # 423
3. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
FBC Organization # ANE 1916)
FL #: FL 16568.1 R1
Date: 2 / 26 / 15
C®UCK Eng1neerInQ RReBpeort No.: 11S-104-MM2-StORWER 14
Specialty Structural Engineering CBUCK, Inc. Certificote ofAuthorizotion u8064
Installation Method
Millennium Metals, Inc.
MMI-2" Steel Off Ridge Vent Attached to Wood Deck
4 Win
I
Val
5.1/ 2'
Profile Drawines
18- V 4"
1.2"
Side View (Not To Scale)
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 min. Wood Screws
MMI-2"
Steel Off Ftidge Vent
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 min. Wood Screws
Plywood Deck
Lower Slope
Front)
Typical Side View (Not To Scale)
3
Higher Slope
Back)
1,
FL #: FL 16568.1 R1
Date: 2 / 26 / 15
CB CK Engineering RRege rt No.: i
of
MM2-StORV-ER 14
Specialty Structural Engineprinq MUCK, Inc. Certificate of Authorization a8064
Installation Method
Millennium Metals, Inc.
MMI-2" Steel Off Ridge Vent Attached to Wood Deck
1 1/2" o.a.
1 W" 4" o.c.
4" o.c. Typical, Maximum T
Typical Fastener(s)
111 Gauge Ring Shank Roaring Nail Base FlangeOR
10 min. Wood Screws
Top Plan View (Not To Scale)
Typical Fastening Pattern)
Nominal Lengths
4 FL
6 FL
8 Ft. ,ae
10 Ft.
ya a
Typical Fasteners)
11 Gauge Ring Shank Roofing Nail
OR
Tom, - #
10 min. Wood Screws
Typical Ridge Vent Assembly
Isometric View (Not To Scale)
7n812015
Porida Depavientd aels Nome ! Login I User Registration I Hot Topics E
Busines
Professi gal Product Approval
USER: public user
Regulation
Florida Building Code Online
D9PR -. IlaQl7ip9%{.Dtl PR plYIf lO q'. rAfhAcYpBist
Cubmit Surcharge StaltS Facts Publications FBC Staff SCIS Site Map Links Search
PERMIT
Product Approval Menu > Product or Application Search > Application List > Application'Detail
FL # FL4904-117
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments OFFICE
Archived
Product Manufacturer Masonite international
Address/Phone/Email 1955 Powls Road
West Chicago, IL 60185
615) 441-4258
sschrelber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Documentation from approved Evaluation or Validation Entity
Product Approval Method
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute,
Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
1 affirm that there are no changes In the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Yes No N/A
Method 1 Option A
https://Boridabuilding.orglprlprppp o.aspx?param=wGEVXQMDgtelutwHNbbISciO%2baWgLuY,XbtTsEXplAQolo3d 114
7/28/2015 Florida Building Code Online
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Products
04/29/2015
04/29/2015
05/04/2015
FL # Model, Number or Name Description
4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door
Units
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +76.0/-76.0
Other: Evaluated for use In locations adhering to the Florida
Building Code Including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 3'-0" x 6'-B"
max nominal size. When large missile impact resistance is
required, hurricane protective system is NOT required. See
DWG-MA-FLO128-05 for details.
4904.2 I Wood -edge Steel Side -Hinged Door
Units
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70.0/-70.0
Other: Evaluated for use In locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 3'-0" x 8'-0"
max nominal size. When large missile Impact resistance Is
required, hurricane protective system is NOT required. See
DWG-MA-FLO129-05 for details.
Certification Agency Certificate
FL4904 R7 C CAC NI006110.0l.odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL4904 R7 II FL0128.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4904 R7 AE 504A.odf
Created by Independent Third Party: Yes
8'-0" Opaque I/S and O/S Single Door
Certification Agency Certificate
FL4904 R7 C CAC NI006110.0 _odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL4904 R7 iI FL0129.odf
Verified By: National Accreditation & Management institute
Created by Independent Third Party:
Evaluation Reports
FL4904 R7 AE 503A.odf
Created by Independent Third Party: Yes
Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites
Units
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-55.0
Other: Evaluated for use in locations adhering to the Florida
Building Code Including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 12'-0" x 6'-8"
max nominal size. When large missile impact resistance is
required, hurricane protective system Is NOT required on
opaque panels, but is required on glazed panels. See DWG-
MA-FL0128-05.
Certification Agency Certificate
FL4904 R7 C CAC NI006110.0l.odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL4904 R7 II FL0128.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4904 R7 AE 502A.0f
Created by Independent Third Party: Yes
4904.4 I Wood -edge Steel Side -Hinged Door 18'-0" Opaque I/S Door w/ or w/o Sidelites
Units
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +45.0/-50.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 12'-0" x 8'-0"
max nominal size. When large missile impact resistance is
required, hurricane protective system is NOT required on
opaque panels, but is required on glazed panels. See DWG-
MA-FL0129-05.
Certification Agency Certificate
FL4904 R7 C CAC NI006110.02.odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL4904 R7 II FL0129.Ddf
Verified By: -National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4904 R7 AE 501A.odf
Created by Independent Third Party: Yes
4904.5 I Wood -edge Steel Side -Hinged Door 18'-0" Opaque O/S w/ or w/o Sidelites
Units
hhps:l loridabuildng.orglpr/pr appdU.aspx?param=wGEVXQMDgtelulwHNbb$ScIO%2baWoLtMiTsl7(o1AO%3d ra
0(YJQ7?l?C
SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT
6 =8' DOUBLE DOOR WITH / WITHOUT SIDELITES
CWERAL NOTES
I EVALUATED FOR USE IN LOCATIONS AMICRINC TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS. BUT IS REQUITED ON GLAZED SIDEUTES.
3. 01 PIE HVHZ. FACTORY PRIMED DOORS MUST BE PAINIED IN
ACCORDANCE WITH SECTION 2220 OF VIE FBC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM EBA.
S. PLASTICS TESTING OF UTE FRAME MATERIAL:
TMT MCMIDUn. .-1. e
SELF ICHITION TEMP ASTM 01929 740 T > 650 T
RATE OF BURNING I AST" 0635 1 0.77 IN WN
SMOKE DENSITY I ASTM D28/3 13.4%
TENSILE STRENGTH- I ASTM 063E J.7.50% OIFF
nLnY n 77 gHlnr,JYl114
450o HOURS x[NON ARC METHOD I
149' Ata. OWftL FRALIE 1TM
21' MAX 36.375" MAX.
01 0. PANEL WIDTH _ 37.5' MAX.
W/ASTRAGAL I FRAME WIDTH
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DOOR UNI w/ IDEUTE_S MTN SIDELITE WITH
SIDFUTE TASLE OF CONTENTS
SHEET IIIDESCRIPTION I
TYPICAL FLEVATIONS
h GENERAL NOTES ANCHORING LOCATIQmg h
DCTNLS 3 1ANCHORING LOCATIONS
k DETAILS AOJLIpIpIoiLLMI CIS>awtcnTb:
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110 x 5/8"
18 x 2-1/2" 110 x I"
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10 x 2 . DETAIL " " STRA
FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT
DETAIL "D'
DETAIL "C"
STRIKE PLATE TO FRAME
AS SHO VN.
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IN WING THRESHOLD OUTSWING THRESHOLD I '
EE DETAIL
C.
6'
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
16 (1/S• TEMP. OASS)
DON 993 W/ OPTIONAL R SUM S INSERTAU61. 11EE1 011 9MtYl SPACER1n"
STEEL
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TYPICAL GLAZING OFTAIL
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SCC DUAL
C' S1iT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SCALED BY LUIS R. LOMDS. PE
FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2- MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
3'
I
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1.
JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES
1
1.50' I— 1.25' woum! MIN 0.25' MIN • i
CL JIs1H `u SHIM
om 7 1I f)5
CL —I.Adit.M*IWO
scut: M.T.S.
CMtWi011 fib _ van 1. i c _ R y aft. or; SwS
0.teRnxe a¢_ ! auc. or
TYPICAL WOOD BUCK TYPICAL MASONRY ouC-w-nol:s. ANCHOR INSTALLATION ANCHOR INSTALLATION
I _ _ S"MT 3 or 3
NOTICE OF PRODUCT
Company: Masonite International
1955 Powis Road
West Chicago, IL 60185
Product: Wood -Edge Steel Opaque lnsi
w/Wood Frame unless noted)
Specification: TAS 201/202/203
CATION
n Certification No.: N1006110.01
Certification Date: 07/23/2005
Expiration Date: 12/31/2020
Revision Date: 11/21/2014
or Outswing Door w/ and w/o Non -impact Rated Sidelites
The "Notice of Product Certification" is only valid if the NAMI Certification Label has beep applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certificationlcriteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Nonticertification.coni. NAMI's Certification Prlogram is accredited by The American National Standards Institute (ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number &
Outswine Opaque Size Pressure Pressure Rated Comments
X I/S Opaque 3'0" x 6'8" 76476 2.86 psf Yes NCTL-210-2929-1
Single I Maximum Panel Size: 3'0" x 61"
Anchor Detail-MA-FLO 128-OS
X O/S Opaque 3'0" x 6'8" 76/-76 8.25 psf Yes NCTL-210-2929-I
Single I Maximum Panel Size: 3'0" x 61"
Anchor Dctail-MA-FLO129-05
XX 1/S Opaque 6'0" x 61" SS/-55 2.86 psi' Yes NCTL-210-2930-1
Double I Maximum Panel Size: 3'0" x 6'8"/Sidelitc: 3'0" x 6'8"
Anchor Dctail-MA-FL0128-0S
XX O/S Opaque 6'0" x 61" 55/-55 8.25 psf Yes NCTL-210-2930.1
Double I Maximum Panel Size: 3'0" x 6'8"/Sidclitc: 3'0" x 6'8"
Anchor Detail-MA-FL0128.05
XO/OX 1/S Opaque Door 6'0" x 61" 551-33 2.86 psf Door -Yes NCTI,210.2930-1
Single w/Sidelite Glazed Sidelite Sidclitc-No Maximum Panel Size: 3'0"x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Detail-MA-FLO128-05
XO/OX O/S Opaque Door 6'0" x 61" 55/-55 8.25 psf Door-Ycs NCTL-210-2930.1
Single w/Sidelites Glazed Sidelite I Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelitc: 3'0" x 6'8"
Anchor Derail-MA-171.0128-03
OXO 1/S Opaque Door 9'0" x 6'8" 551-55 2.86 psi' Door -Yes NCTL-210.2930.1
Single w/Sidelites Glazed Sidclitcs I Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidclitc: 30" x 6'8"
Anchor Dctail-MA-FLOI28-05
OXO O/S Opaque Door 9'0" x 61" 551-55 8.25 psf Door -Yes NCTL-210-2930-1
Single w/Sidclitcs Glazed Sidelites Sidclitcs-No Maximum Panel Size: 3'0"x 6'8"/Sidelite: 3'0" x 61"
OXXO I/S Opaque Doors 12'4" x 6'8" 55/-55 2.86 psf' Doors -Yes
Anchor Detail-MA-FLO128-03
NCI'L-210-2930-1
Doublc w/Sidelites Glazed Sidclitcs Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidclitc: 3'0"x 6'8"
OXXO O/S Opaque Doors 12'4" x 61" 551-55 8.25 psf' Doors -Yes
Anchor Derail-MA-171-0128-05
NCTL-210-2930-1
Double w/Sidclitcs Glazed Sidclitcs I Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidclitc• 3'0" x 6'8"
Anchor Detail-MA-FLO128-05
National Accreditation & Management Institute,11104794 George Washington Memorial Highway/1-laves VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SI 1 NATURE:
Luis R. Lomas P. E-
1 of2 1432
Woodford Rd. Manufacturer: Masonite Lewlsw1/
e. NC 27023 Report #: 504A 336-
945.9695 Date: 12/29/09 Product:
Single Door 3'x6'8• Scone:
This
analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only
to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings
verification: This
analysis verifies anchoring for the following drawings: DWG-
MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-
MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-
MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-
MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-
MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors
to be auallfied: 1. #
10 Wood screw, for installation in wood frame substrates. 2.
3/16• ITW Tapeon, for masonry installation Anchor
capacity in shear condition: Fastener
type, #10 wood screw (NOS 2005,11.3) Side
member: Douglas Fir -Lurch Main member: Spruce -Pine -fir Side
member thickness: t, = 1.000 in Main member thickness: t• = 1.500 in Side
member dowel bearing strength: Fes : 4.650 psi Main member dowel bearing strength: Fir, n 3.350 psi Minimum
required penetration, 1.330 in Screw bending yield strength: Fry o 80,000 psi Duration
Factor: ce = 1.6 Tabulated lateral design value: Z• 107.0 Ibs Allowable
Design Value: Z'= 171 Ibs/anchor Mode IV Fastener
type: 3/1V ITW Topeon N.O.A.07-1126.10 Substrate:
Hollow block Minimum
embedment: 1.25 in Minimum
edge distance: 1.13 in Minimum C to C spacing: 2.25 In Tabulated
shear design value: Z c 112 lbs Actual C To C spacing: 3.00 in Minimum
edge distance: 2.63 in C to C spacing factor. 1.00 Tabulated
shear design value: Z = 197 Ibs Actual
edge distance: 2.50 in Design•
wlue•perimerpolotion. Z=-189'Ibs Allowable
Design Value: Z'= 189 lb her Minimum
anchor capacity: 171lbs/anchor Note:
Anchors with the least capacllir Is used for calculations to qualify anchors with higher capacity. Anchor
calculations. minimum required anchors Pressure
against stops with bump threshold: 36.
38 Design pressure: 85.0 psf f _
f Max. Anchor AreaLoadInd. At-
Zone z O.C. Cap. Load Result i
79.25 (ft) (Ibs) (in) (in) (
Ibs) Q1Y (Ibs)
r A2
At
2.3 195 N/A N/A 171 2 98 OK At
Az
7.7 656 6.00 18.00 171 5 131 OK Single.
Pressure away from stops: 36.
38 Design
pressure: 85.0 psf Area
Load Ind. Max'
Anchor Al
I
At
Zone z
O.C. Cop. Load 10K
t
79.
25 (in) (Ibs)Itt Ibs) At
10.0 851 6.00 18.00 171170 1
I I I Ll0 i NJ •'''•
q% r
G
E N SF ftir 4.-
TATE0
51 •= Jo
OF • ` i
Luis R. Lomas P.E. jO': ,
Z 0 RIOP • FL No.: 62514 e
tS • .. • G 1f7/2010
Lu/s R. Lomas A E.
1432 Woodford Rd. Manufacturer Masonite
Lewisvlrle, NC 27023 Report #: 504A
336-945.9595 Date: 12/29/09
Single. Pressure against stops with saddle threshold:
11
36.38 Design pressure: 85.0 psf
i
79.25
A2 A2
i
Zone Area
zft)
Load
pbs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs) QtY
Load
Ibs)
Ai 2.3 195 N/A N/A 171 2 98 OK
AZ 8.9 753 6.00 18.00 171 5 151 OK
Anchor Locations:
36.38 --
18.19I
6.00 TYP. = 6.00 TYP.
Note:
Anchor locations indicated in this document are the minimum required for the described product
exposed at the design pressure indicated herein. -
2of2
Vt
1 ILO i,/
E IV
51-
j--4 - TAT OF •
OR1DP Go,
Luis R. Lomas P.E.
FL No.: 62514
1/7/2010
job Address: 610 W. 9th Steet
MAR 3 0 2017 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ( 17— / to
Documented Construction Value: S. 835,000
Historic District: Yes No
Parcel ID: 25-19-30-512-1009-0060 & 25-19-30-512-1009-0080 Residential Commercial El
Type of Work: New El Addition Alteration Repair Demo Change of Use Move
Description of Work: New 16 Unit Apartment Complex
Plan Review Contact Person: Bob Horian Title:
Phone: 407-688-7644 Fax: 407-688-7920 Email: bob(cD-suncorprops+rties.com
Property Owner Information
Name Coastline Park LLC Phone: 407-322-0126
Street: 815 S. French Ave Resident of property? :
City, State Zip: Sanford, FL 32771
Contractor Information
Name RLH Construction Phone: 407-330-7104
Street: PO Box 0625
City, State Zip: Sanford, FL 32772 State License No.: CGC 1512297
Architect/Engineer Information
Name: WDS Design Group
Street: 2612 Herbison Dr.
City, St, Zip: Orlando, FL 32810
Phone: 407-298-4679
40•:::..
E-mail: wshaffer8Qcfl.rr.com
Bonding Company: Mortgage Lender:
Address: Address:
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 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 regulating construction and zoning.
3/27/17
Signature of Owner/A Date
RT Hillery
Print caner/Agent's Name
Signature ofl6 tF6( Date f
o
aar -&
Notary Public State
of Florida My
Commission Expires 11/27/2020 Owner/
6® gi0q_MyGM19D own to Me of Produced
ID y( Type l Oi'we 0 1.1 Z 3/
27/17 Signature
of Contractor/Agent Date J.
M. Hillery Sr. Print
Contractor/Agent's Name Signature
of Notary -State of Florida Date Contractor/
Agent is Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Occupancy Use: Total
Sq Ft of Bldg: Min. Occupancy Load: New
Construction: Electric - # of Amps, Fire
Sprinkler Permit: Yes No APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
of
Heads UTILITIES:
FIRE:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
Revised:
June 30, 2015 Permit Application
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE FEES
PHONE: 407.688.5052
FAX: 407.688.5051
DATE: PERMIT NUMBER: -7, t /
BUSINESS/PROJECT NAME:
ADDRESS: (., /0
CONTACT NAME: Y-S-1-i PHONE:\`M / ) (jg >
PLAN REVIEW INFORMATION
CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [)PAINT BOOTH [ ]TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO
TOTAL FEES:
COUNTY OF SEMINOLE $
9
IMPACT FEE STATEMENT ' / /q , po
STATEMENT NUMBER: 17100003 DATE: September 26, 2017BUILDINGAPPLICATION #: 17-10000318'
BUILDING PERMIT NUMBER: 17-10000318
UNIT ADDRESS:4:9TH ST 610
SET 2'j 201725-19-30-SAG-1009-0060 ,
TRAFFIC ZONE:022 JURISDICTION: ----
SEC: TWP: RNG: SUF:-D-(6 PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: COASTLINE APARTMENTS LLC
ADDRESS: 815 S FRENCH AVE SANFORD FL 32771
LAND USE: DEMO 4 SFR REBUILD APT BLDG
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 610 W. 9TH ST L DEMO 4 1989 SFR'S /
REBUILD 16 UNIT APT BLDG
FEE BENEFIT RATE
TYPE DIST SCHED
UNIT
RATE
CALC
UNITS
UNIT
TYPE
TOTAL DUE
ROADS-ARTERIALS CO -WIDE ORD
Apartment*
ROADS- COLLECTORS N/A
435.00 16.000 dwl unit 6,960.00
Apartment* 00 16.000 dwl unit
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
00
Apartment* 54.00 16.000 dwl unit 864.00SCHOOLSCO -WIDE ORD
KKSSPAAurtment* N/A
2,100.00 16.000 dwl unit 33,600.00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
CREDIT FEES:
C
00
SCI LIBRARY
Single Family Housing 54.00 4.000 dwl unit 216.00- SCI SCHOOLS R
Single Family Housing 2,315.00 4.000 dwl unit 9,260.00- SCI ROAD ARTERIALS C
Single Family Housing 705.00 4.000 dwl unit 2,820.00-
AMOUNT DUE 29,128.00
STATEMENT
LRECEIVEDBY: T f,J SIGNATURE: -7
PLEASE PRINT NAME)
DATE: T` 7
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***
DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT '(q(po_ -Zg 2-FINANCE 4-LAND MANAGEMENT
4pag(n
NOTE**
TIC - %
L(-O =
SEMINOLEACOUNTYIROADED THFIRE_/_RESCIS UE, STATEMENT
AND/OR EDUCATIONAL
THE
ISSUANCE OF A BUILDING PERMIT.
PERSONS -ARE. -ALSO -ADVISED --THAT ANY RIGHTS OF THE APPLICANT. OR OWNER.
OF -OCCUPANCY OR OCCUPANCY. TH$ REQUEST FOR
t'v11in;5 yr XULAZ5 UUVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE 'SOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT***
ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE
DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
ten \° J
I
11 D
ECEIVE
MAR 3 0 2017 CITY OF SANFORD
BUILDING & FIRE PREVENTION
BY• _ PERMIT APPLICATION
rWe . Application No: Vto
y
Documented Construction Value:
Job Address: 610 W. 9th Steet Historic District: Yes No
Parcel ID: 25-19-30-512-1009-0060 & 25-19-30-512-1009-0080 Residential Commercial El
Type of Work: New x Addition Alteration Repair Demo Change of Use Move
Description of Work: New 16 Unit Apartment Complex
Plan Review Contact Person: Bob Horian Title:
Phone: 407-688-7644 Fax: 407-688-7920 Email: bob(cD-suncorproperties.com
a
Property Owner Information
Name Coastline Park LLC Phone: 407-322-0126
Street: 815 S. French Ave Resident of property? :
City, State Zip: Sanford, FL 32771
Contractor Information
Name RLH Construction Phone: 407-330-7104
Street: PO Box 0625
City, State Zip: Sanford, FL 32772 State License No.: CGC 1512297
Architect/Engineer Information
Name: WDS Design Group
Street: 2612 Herbison Dr.
City, St, Zip: Orlando, FL 32810
Bonding Company:
Address:
7
Phone: 407-298-4679
Mortgage Lender: 7 --/4 %-
Address:
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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as o -that date: 511 Edition (2014) Florida Building Code
Revised: 5/
v•J /J
A I+ L
Permit Application
10tQ '
V/ f50 G
4ulo
Z 5 •iq•30•i12 0
L
0•
0•
0•
11086.29 x
12• _
139035.48
0
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: 1 certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
zL r, Z(f!t 3/27/17
Signature of Owner/ADate BT
Hillery Print
weer/Agent's Name 3
z 5 17 Signs
I Date A
Notary
Public State
of Florida My
Commission Expires 11/27/2020 Owner/
6 re@Tttown to Me o ZProduced
IDTeoJLOr',J Z,
3,/27/17 Signat
of Contmctor/Ageth V Date
J. .
Hille Sr. Pri
C ntractor/Agent's Name Signature
of Notary -State of Florida Date o
ANNETTE BLAND a
Notary Public - Slate of Florida sir ,
fir Commission 0 GG 060623 C
tr'bBStt i gehVijomm. E>e d f & n to Me or Pr
ePC UT 1 UP y
BELOW IS FOR OFFICE USE ONLY Permits
Required: Building Electrical E?"' Mechanical Plumbing Gas Roof Construction
Type: yd Occupancy Use: X-.2 Flood Zone: _ Total
Sq Ft of Bldg: //F Yz Min. Occupancy Load: of Stories: d,y,,_y- New
Construction: Electric - # of Amps l Plumbing - # of Fixtures 1( Fire
Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS:
ZONING: UTILITIES: WASTE WATER: ENGINEERING:
FIRE: BUILDING:' % COMMENTS:
Revised:
June 30, 2015 Permit Application
U.11, -.t
I MAR 3 0 2017 CITY F SANFORD
BUILDING & FIRE PREVENTION
BYPERMIT APPLICATION Application
No: Documented
Construction Value: $ 835,000 Job
Address: 610 W. 9th Steet Historic District: Yes No Parcel
ID: 25-19-30-512-1009-0060 & 25-19-30-512-1009-0080 Residential Commercial El Type
of Work: New El Addition Alteration Repair Demo Change of Use Move Description
of Work: New 16 Unit Apartment Complex Plan
Review Contact Person: gob Horian Title: Phone:
407-688-7644 Fax: 407-688-7920 Email: bob0suncorproperties.com Property
Owner Information p Name
Coastline Park LLC Phone: 407-322-01 6 4- -- Street:
815 S. French Ave Resident of property? : City,
State Zip: Sanford, FL 32771 Contractor
Information Name
RLH Construction Phone: 407-330-7104 Street:
PO Box 0625 Fax: 407-328-8055 City,
State Zip: Sanford, FL 32772 State License No.: CGC 1512297 Architect/
Engineer Information Name:
WDS Design Group Street:
2612 Herbison Dr. Phone:
407-298-4679 1
110* ::•. City,
St, Zip: Orlando, FL 32810 E-mail: wshaffer8Qcfl.rr.com Bonding
Company: Mortgage Lender: Address:
Address: 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. 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 ' / I ' ! 15y,50 Permit Application 5/ .
5137, s0
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 regulating construction and zoning.
3/27/17
Signature of Owner/ADate ET
Hillery Print
caner/Agent's Name Wa.
3IL9 f7 SignatureofiIJ6(Fl6fflfiCr"ryeCQDate o
P•
r'k
Notary Public State
of Florida My
Commission Expires 11/27/2020 Owner/
61DSbnM 6@aWbJown to Me o Produced ID '
i( Type of ID L Ori- 3/27/
17 Signature of
Contractor/Agent Date J.M.
Hillery Sr. Print Contractor/
Agent's Name Signature of
Notary -State of Florida Date Contractor/Agent
is Personally Known to Me or Produced ID
Type of ID BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building Construction Type:
Total Sq
Ft of Bldg: /y 6? J-,2 New Construction:
Electric - # of Mechanical [r
Plumbinge Gas Roof 0— Use: /r'-
Z Flood Zone: Occupancy Load:
I Fire
Sprinkler
Permit: Yes [INo # of Heads of Stories:
o N Plumbing - # of
Fixtures Fire Alarm
Permit: Yes No APPROVALS: ZONING:
UTILITIES: -47 WASTEWATER: ENGINEERING: COMMENTS:
FIRE:
BUILDING:
Revised: June
30, 2015 Permit Application
important r-otnts
The BVD is not intended to apply to alterations or
repairs to existing buildings. Because the scope of
alterations or repairs to an existing building varies so
greatly, the Square Foot Construction Costs table
does not reflect accurate values for that purpose.
However, the Square Foot Construction Costs table
can be used to determine the cost of an addition that is
basically a stand-alone building which happens to be
attached to an existing building. In the case of such
additions, the only alterations to the existing building
would involve the attachment of the addition to the
existing building and the openings between the
addition and the existing building.
For purposes of establishing the Permit Fee Multiplier,
the estimated total annual construction value for a
given time period (1 year) is the sum of each building's
value (Gross Area x Square Foot Construction Cost)
for that time period (e.g., 1 year).
The Square Foot Construction Cost does not include
the price of the land on which the building is built. The
Square Foot Construction Cost takes into account
everything from foundation work to the roof structure
and coverings but does not include the price of the
land. The cost of the land does not affect the cost of
related code enforcement activities and is not included
in the Square Foot Construction Cost.
Square Foot Construction Costs 9. b.
Group (2015 International Building Code) IA IB IIA IIB IIIA IIIB IV VA VB
A-1 Assembly, theaters, with stage 233.95 225.89 220.42 211.39 198.92 193.15 204.70 181.63 174.97
A-1 Assembly, theaters, without stage 214.40 206.35 200.88 191.84 179.53 173.76 185.16 162.23 155.58
A-2 Assembly, nightclubs 182.86 177.56 173.06 166.05 156.54 152.22 160.22 141.73 136.94
A-2 Assembly, restaurants, bars, banquet halls 181.86 176.56 171.06 165.05 154.54 151.22 159.22 139.73 135.94
A-3 Assembly, churches 216.47 208.41 202.95 193.91 181.79 176.02 187.23 164.50 157.85
A-3 Assembly, general, community halls, libraries,
museums 180.57 172.51 166.04 158.00 144.89 140.11 151.32 127.59 121.94
AA Assembly, arenas 213.40 205.35 198.88 190.84 177.53 172.76 184.16 160.23 154.58
B Business 186.69 179.79 173.86 165.19 150.70 145.02 158.70 132.31 126.48
E Educational 197.52 190.73 185.77 177.32 165.32 156.97 171.23 144.39 140.26
F-1 Factory and industrial, moderate hazard 111.86 106.71 100.58 96.68 86.77 82.81 92.61 72.75 68.09
F-2 Factory and industrial, low hazard 110.86 105.71 100.58 95.68 86.77 81.81 91.61 72.75 67.09
H-1 High Hazard, explosives 104.68 99.53 94.40 89.50 80.80 75.84 85.43 66.78 N.P.
H234 High Hazard 104.68 99.53 94.40 89.50 80.80 75.84 85.43 66.78 61.12
H-5 HPM 186.69 179.79 173.86 165.19 150.70 145.02 158.70 132.31 126.48
1-1 Institutional, supervised environment 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134.82
I-2 Institutional, hospitals 314.17 307.27 301.34 292.67 277.18 N.P. 286.18 258.79 N.P.
I-2 Institutional, nursing homes 217.67 210.77 204.84 196.17 182.68 N.P. 189.68 164.29 N.P.
1-3 Institutional, restrained 212.42 205.52 199.59 190.92 177.93 171.25 184.43 159.54 151.71
14 Institutional, day care facilities 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134.82
M Mercantile 136.25 130.95 125.45 119.44 109.43 106.11 113.60 94.63 90.83
R-1 Residential, hotels 189.35 182.99 177.74 170.33 156.80 152.58 170.42 140.62 136.29
R-2 Residential, multiple family 158.84 152.48 147.23 139.81 127.05 122.83 139.91 110.87 106.54
R-3 Residential, one- and two-family ° 148.17 144.14 140.42 136.90 131.89 128.41 134.60 123.40 116.15
R-4 Residential, care/assisted living facilities 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134.82
S-1 Storage, moderate hazard 103.68 98.53 92.40 88.50 78.80 74.84 84.43 64.78 60.12
S-2 Storage, low hazard 102.68 97.53 92.40 87.50 78.80 73.84 83.43 1 64.78 59.12
U Utility, miscellaneous 80.38 75.90 71.16 67.61 60.99 57.00 64.60 48.23 45.92
a. Private Garages use Utility, miscellaneous
b. For shell only buildings deduct 20 percent
c. N.P. = not permitted
d. Unfinished basements (Group R-3) = $21.00 per sq. ft.
r
eEn+o e earnr, aa,,
Parcel: 25-19-30-5AG-1009-0060
Owner/Address: GODINHO, ANSELMO & AUGUSTA
1882 REX CT
LONGWOOD, FL 32750-3796
Situs: 610 W 9TH ST
SANFORD, FL 32771
Facility Code:
Facility Name:
Subdivision:
1999 Parcel Detail Sheet
09/26/2017 09:54 AM
Legal: LOTS 6 + 7 BLK 10 TR 9
TOWN OF SANFORD
PB 1 PG 62
Exemption
Code Description Granted
Assessment Information
Prior Year RE Appraised Addition Total
Land Value 10,039 10,039
Extra Features
Building Value 51,258 51,258
Cost/Market Just Value 61,282 61,297 0.0 61,297 0.0
Income Just Value
Correct Assd/Admin Value
Classified Value .
SOH Adjustment
Total Assessed Value 61,282 61,297 0.0 61,2971 0.0
Extra Feature Information
Code Description Units RCN jOvdjAdjjAct1EffjCapj Ap rVal Bdg
Total:
Unknown
S' 5 20V
25-19-30-SAG-1009-0060
Site Date: O1/O1/2017
Building Date: 01/21/2015
Land Date: 03/09/2015
Tax Di r 4: SANFORD- 17-92 REDVDSTg
DOR Use esc: 01: SINGLE FAMILY
CPI: 1.60
Market Area: 01
Nbad Comm:
E&I Num: Pet Num:
Demo:
Income Ind: Income Ltr:
Taxable Information
Taxing
Authority
Description Millage
Values
Assessed Exempt Taxable
0100 COUNTY GENERAL FUND 0 61,297 61,297
0400 SCHL SCHOOL 0 61,297 61,297
1000 CITY SANFORD 0 61,297 61,297
1200 JSJWM 1 01 61,2971 61,297
9800 ICOUNTY BONDS 1 01 61,2971 61,297
Land Information
Cd Ag Mkt Rate Ag Rate Area Fmt D/Tft264h A r Value Ad) Reason Just Value
AF 65 0 0 117 1 10,039 1 10,0391Total: 10,039 10,039
Sales Information
Code Deed Description Date Book Amount WI QC PCC
SQ WD WARRANTY DEED 02/O1/2017 08869 220,000 V 02
SQ WD WARRANTY DEED 12/O1/2004 05557
0422
110,000 1 02
SQ WD WARRANTY DEED 05/O1/1998 03428 63,400 1 03
SQ WD IWARRANTY DEED 02/01/1985 101617 0477 71,300 I 00
SU QD JQUIT CLAIM DEED 02/01/1985 01617 0476 100 1 loo
SU QD IQUIT CLAIM DEED 07/01/1980 01287 0992 100 I 100
Date I Notes
17 08:54 AM ZONED: GC-2 BUT IN PLANNING STAGES TO BUILD 16 UNIT APARTMENT COMPLEX
1 Pag-e 1 oAS CVA
CIP16 1999 ParcelDetail Sheet 2s-
1930-SAG-1009-0060 Site
Date: Ol/Ol/2017 09/
26/2017 09:54 AM Building Date: 01/21/2015 Land
Date: 03/09/2015 Perm0nf6rmation_
Statu
toe^-- M VR 1- ,VaeT st.pOo07
D S 04/07/2016 01072 2017 4,210 DEMO. 2 FAMILY HOMES. PAD PER PERMIT: 610 W 9TH ST 07
D S 07/19/2007 02753 2008 1,S00 REPLACE ELECTRICAL 07
D S 07/17/2003 02526 2004 1,000 DEMOLISH SFR 07
D S 05/01/1999 1 02215 1999 200 REPLACE WINDOWS; 6101/2 W 9th ST Is_
Page
2 of 5
PRAISER
gr..+o e oasnr. aa
Parcel: 2519305AG10090060 Base Area'k-911)t
dg Adj SgFt: 908
Bldg Type:.,O1xSINGLE*FAK4IbY*1 Living Area:a89,10
Act Yr Bit: 1930 Adj Rate: 30.83
Eff Yr Bit: 0 TO Points:.83
Cap Y . 1930 Adj Points:.83
Arch Mo Base Rate: 33.75
NBHD Fac: 1 RCN: 27,994
DEPR-RCN: 12,947
Apnpnoavesw
Seq 100 Code Actual=
17
Year fl
1 OSPU:Unknown 56Totals56
1999 Parcel Detail Sheet
Ovd Code: 0
Dep %: 46.25
Floors: 1
Fixtures: 3
Height:
Rooms:
Bedrooms:
Bathrooms:
09/26/2017 09:54 AM
25-19-30-SAG-1009-0060
Site Date: 01/01/2017
Building Date: 01/21/2015
Land Date: 03/09/2015
ru ral-_..
Coley
Eleme'`
Description s . Z tMM?;~,.7' ^'. VA KrP.01Ms0 O Ir 0001
PIERS 4 0103
WD W/O SUB 5 0204
SIDING GRADE 3 31 0300
NONE 0 0402
GABLE/HIP 10 0501
ROLL-TOP ROOFING 2 0608
PINE/SOFT WOOD 4 0705
MIN WALLS 20 0802
W/F FURN 2 0903
AVERAGE 5 Total
Points i :' 3 10-11 41 Page
3 of 5
rFln SER
1999 Parcel Detail Sheet 25-19-30-SAG-1009-0060
I
Site Date: 01/01/2017
09/26/2017 09:54 AM Building Date: 01/21/2015
Land Date: 03/09/2015
Parcel: 2519305AG10090060 Base Area:.952%W
Bldg No: 2 Adj SgFt: 1,126
Bldg Type: 01:.5_IN6LE FAAAILY Living Area: 9
Act Yr Blt: 1946 Adj Rate: 31.75
Eff Yr Blt- 946 TO Points:.87
Cap 1946 Adj Points:.87
Arch Mo 1 Base Rate: 33.75
NBHD Fac: RCN: 35,751
DEPR-RCN: 23,685
A enda es
Code Actual§Md-jo Year FL
1 OEPF: Unknown10EPU: 120 96
2 Unknown 130 78
Lotals 250 174
Ovd Code: 0
Dep %: 66.25
Floors: 1
Fixtures: 3
Height:
Rooms:
Bedrooms:
Bathrooms:
Striictural_Elements_ _
0001 PIERS 4
0103 WD W/O SUB 5
0204 SIDING GRADE 3 31
0300 NONE 0
0402 GABLE/HIP 10
0500 CORRUGATED ROOF 5
0608 PINE/SOFT WOOD 4
0704 WOOD WALLS 23
0800 NONE 0
0903 AVERAGE 5
Total Points RY; °fix' _ . k'7,v"e
Page 4 of S
P/
IPPRAISER
Parcel: 2519305AG10090060 Base Area: JVI)P
Bldg No:qw Adj Sgft: 800
Bldg Type: '01 gSINGI!ETFA MI' LY Living Area: 720
Act Yr Blt: 1941 Adj Rate: 30.47
Eff Yr "It: 41 TO Points:.81
Cap Yr 1941 Adj Points:.81
Arch Mo i Base Rate: 33.75
NBHD Fac: 1 RCN: 24,376
DEPR-RCN: 14,626
A ends es
Code Actual Adj Year FL
1 OEPU:Unknown 1 133 80
To_tals 133 80
1999 Parcel Detail Sheet
Ovd Code: 0
Dep %: 60.00
Floors: 1
Fixtures: 3
Height:
Rooms:
Bedrooms:
Bathrooms:
09/26/2017 09:54 AM
25-19-30-SAG-1009-0060
Site Date: 01/01/2017
Building Date: 01/21/2015
Land Date: 03/09/2015
Stiuctural_Elements _
Code Desc Iption
w`:
0001 PIERS 4
0103 WD W/O SUB 5
0204 SIDING GRADE 3 31
0300 NONE 0
0402 GABLE/HIP 10
0501 ROLL-TOP ROOFING 2
0608 PINE/SOFT WOOD 4
0705 MIN WALLS 20
0800 NONE 0
0903 AVERAGE 5
Total P.olnts oiij r 81',
Page 5 of 5
APPER
DELETED •••
Parcel: 25-19-30-512-1009-0080
Owner/Address: REFERENCE, ONLY
Situs:
Facility Code:
Facility Name:
Subdivision: MARTINS ADD A C
015 Parcel Detail Sheet
n 09/26/2017 09:58 AM
Legal: ASSESSED WITH
25-19-30-SAG-1009-0060
LOTS 89+1OBLK10TR9
Exemption
Code. I Description Granted
Assessment Information
Prior Year RE Appraised Addition Total
Land Value
Extra features
Buildin .Value
Cost/Market Just Value.
Income lust Value
Correct Assd/Adman Value .
Classified:Value
SOH Ad usiinent
N6ri=HX A8 usirhent
P&G'Ad•ustmeni -
Total Assessed,Val'ue'
25-19-30-512-1009-0080
Site Date: 06/08/2009
Building Date: 01/01/2004
Land Date: 11/05/1975
Tax District: S4: SANFORD-17-92 REDVDST
DOR Use Desc: N.: Unknown
CPI: 80
Market Area: 69
Nbad Comm:
E&I Num: Pet Num:
Demo:
a Ind: 7 Income Ltr:
Taxable Information '
Taxing
Authority
Descri on Millage
Values _
Assessed Exempt Taxable'
O100 COUNTY GPCERALFUND 0
0400 SCHL SCHOOL 0
5000 CI ANFORD 0
1200MWM 1 0
9800 COUNTY BONDS 1 0
Larid Information .
Ag Mkt'.Rite Ag Rate Area• Firit D/T Depth A r Value Ad Reason Just Value.,
1Cd. AL I 1 01 1 11 01 1 0 1
Total:
Extra Feature lnfortnation I: Sales Information .
d I Code' Desctiption ` : '• Ovd I Adj I Act I Eff I CaV A prVal I Bdg Code Deed Descri tton Date Book Page Amount . V/1 QC PCC
Units RCN
Total:"—`
G 16 25-19-30-5AG-1009-0060
25-19-30-SAC-1009-0060 TRY 98 15 7e, 1!CT;,96 mat
neat CODINNO ANSELMO 6 AUCUSTA i'LEC:,LOT8..fi'.r,;;T.r::8LK10' TR 9 610 M NINTH ST 88 ROA OS13 BLOC s
2: 623 8TN ST N IN 30-19-31
addl q.TtO,MN`O,F 8,ANFORD NYS
add2 1992 REX CT
css LONCMOOD, FL 32750 3T96
609 ATM ST M
PB..'1P6 f 62
SAND
PSr,1 9;.30 5.1,21.1;0,09,M0090 _: •, pad
SANFORD, FL 327T1 LOT8: •8 9 + 10''BLK •1'0 TR; .9{
td do;? ekt demo (-exaps------> nbad status int% act blda-date land
1.00 IMPROVED 50 P 33 08149? 30
date do -date ti nr VAH
051393 NOR 0?0299 -
54 0:1: 01 10
Amendment-10 1:9.97 Re-A1999 ad --%--- Additions
ex _---___--
TotaBl 8 ___
Larid•'V'al•u 1°0039 /0039 10039
a SFe tu'o safiii-Wldd•nas- V•aelu-t 50650 51243 S1243 Income..
V•a lue«.., Totfa
l" Just)AV:a.00 06.9914 61282 .9 61282 .9 Coe'
riet AssdeAdmin V Classified
Value Amend.
10 Ad,lust.m9n;t,„_ Tofs:
l: 'Ass.rs"d; VaiVut 60689 _: 61292 .9 61282 .9 1.
70% Amend
10 C&P LAND ------ ---- ----- ---- --------------------------->
Code
Land At AS At . .Ars.a t Dep,t h-,- Value %Ad) oud Reason AF
65 0 :1_?,00,0.P6,^,j 10039 Tot
Just Val: 10039 Tot Cl s Val. 10039 t-----------------
SALES -------- ------ ----> t-------------------- EXTRA FEATURES - ------ ------- Type
Date Hook Pats Aat VI Pcd Ln Code Dose Area RCN Oud Hlt/Eff-'Now Dtpr-RCN Bid SO
MD 990501 03429 1?24 63400 1 C•3 Tot RCN: Tot DEP RCN: SO
MD 850201 0161? 04?? MOO I E O SUD5007101992
10i O. 0297 00IOi
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FORM 14405-2014 1i-q f PERMIT # i
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: R0317109 Typical Inner Unit Builder Name: RLH Construction
Street: 610 West 9th Street Permit Office: City of Sanford
City, State. Zip: Sanford, FL , 32771 Permit Number.
Owner. Typical Inner Unit Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 )
1. New construction or existing New (From Plans) 9. Wall Types (448.0 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=5.0 448.00 ft°
3. Number of units, if multiple family 1
b. N/A
c. N/A
R= ft'
R= ft'
4. Number o/ Bedrooms 2 d. N/A R= ft'
5. Is this a worst case? No 10. Ceiling Types (777.0 sqft.) Insulation Area
a. Under Attic (Vented) R=38.0 777.00 ft°
6. Conditioned floor area above grade (ft') 777 b. N/A R= ft'
Conditioned floor area below grade (ft3) 0 c. N/A x R= ft'
7. Windows(40.0 sgft.) Description Area
11. Ducts
a. Sult-Attic, Ret: Attic, AH: Attic
R ft'
6 225
a. U-Factor. Dbl, U=0.33 40.00 ft'
SHGC: SHGC=0.27
b. U-Faclor. N/A ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: a. Central Unit 18.0 SEER:15.00
c. U-Factor. N/A ft:
SHGC:
d. U-Factor. N/A fe
13. Heating systems
Electric
kBtu/hr Efficiency
a. Heat Pump 17.2 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 1.333 ft.
Area Weighted Average SHGC: 0.270 14. Hot water systems
8. Floor Types (777.0 sqft.) Insulation Area
a. Electric Tankless Cap: 1 gallons
a. Slab -On -Grade Edge Insulation R=0.0 777.00 ft° I b. Conservation features
EF: 0.650
b. N/A R= ft' None
a -N/A R= ft' 15. Credits None
Glass/Floor Area: 0.051 Total Proposed Modified Loads: 25.16
PASSTotalBaselineLoads: 26.68
1 hereby certify that the plans and specifications covered by Review of the plans and ST,12 this calculation are in compliance with the Florida Energy specifications covered by this
0
v
Code.-- calculation indicates compliance y '.
r = .e
with the Florida Energy Code. n+,,,'^••. } s O
PREPARED BY: _. Before construction is completed
DATE: _.._-..-_ Q3-17l17 _ -__ __. " this building will be inspected for
09
compliance with Section 553.908
1 hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code. G'pD WE
OWNER/AGENT:-_ . _. -_. _...._.- BUILDING OFFICIAL: -. .
DATE: _ ._ _. ...... _ .. _.- DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed In accordance with R403.2.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
1017 11:56 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2014 x-, AfT PERMIT
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: R0317109 Typical End Unit Builder Name: RLH Construction
Street: 610 West 91h Street Permit Office: City of Sanford
City, State, Zip: Sanford, FL, 32771 Permit Number:
Owner: Typical End Unit Jurisdiction: 691500
Design Location: •' FL, Orlando County:: Seminole (Florida Climate Zone 2)
1. New construction or existing New (From Plans) 9. Wall Types (696.0 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Ext Insul, Exterior R=5.0 696.00 ft'
b. N/A R= ft'
3. Number of units, if multiple family 1 c. N/A R= fl'
4. Number of Bedrooms 2 d. N/A R= ft'
10. Ceiling Types (787.0 sqft.) Insulation Area
5. Is this a worst case? _ No a. Under Attic (Vented) R=38.0 787.00 fl
6. Conditioned floor area above grade (ft2) 787 b. N/A R= ft'
A - V c. N/A R= ft'
Conditioned floor area below grad6 (ft') 0
11 Duds R ft'
7. Windows(50.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 225
a. U-Factor. Dbl, U=0.33 50.00 ft'
SHGC: SHGC=0.27
ft' 12. Cooling systems kBtu/hr Efficiencyb. U-Factor. N/A
a. Central Unit 18.0 SEER:15.00
SHGC:
c. U-Factor: N/A ft'
SHGC: - 13. Heating systems kBtu/hr Efficiency
d. U-Factor. N/A ft' a. Electric Heat Pump 17.2 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 1.333 ft.
Area Weighted Average SHGC: 0.270 14. Hot water systems
a. Electric Tankless Cap: 1 gallons
8. Floor Types (787.0 sqft.) Insulation Area EF: 0.650
a. Slab -On -Grade Edge Insulation R=0.0 787.00 fN b. Conservation features
b. N/A R= ft' None
c. N/A R= fe 15. Credits None
Glass/Floor Area: 0.064
Total Proposed Modified Loads: 25.97 PASS
Total Baseline Loads: 28.87
1 hereby certify that the plans and specifications covered by Review of the plans and OE-VAE ST47
this calculation are in compliance with the Florida Energy specifications covered by this
indicatesCode. calculation compliance
with the Florida Energy Code. On."••• `:= t. O
PREPARED BY: ._..__-__ _.._. _
DATE:
Before construction is completed
this building will be inspected for V I i .p-` a
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance
Florida Statutes.
COOwiththeFloridaEnergyCode. WE
OWNER/AGENT: _ ._-____ . _._ .. ___. _ _-__.__ BUILDING OFFICIAL: __ .
DATE: - -- - - - - --- - ----_---...._...- DATE: -- -
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
3/17/2017 11:36 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5
SCPA Parcel View: 25-19-30-5AG-1009-0060 Page 1 of 2
PATAL6
rxw+acooum; wna
Parcel information
Property Record Card
Parcel: 25-19-30.5AG-1009-0060
Owner: COASTLINE APARTMENTS LLC
Property Address: 610 W 9TH ST SANFORD. FL 32771
r Value Summary
Parcel 25.19-3D-5AG-1009.0060
Owner COASTLINE APARTMENTS LLC
Property Address 610 W 9TH ST SANFORD, FL 32771
Mailing 815 S FRENCH AVE SANFORD, FL 32771
Subdivision Name SANFORD TOWN OF
Tax District S4-SANFORD- 17-92 REDVDST
DOR Use Code 10-VAC GENERAL -COMMERCIAL
Exemptions
6
7 j 2
1
2
9 c
v
3
3/
mj
4 5
g 10 4
L-Seminolop-ouall GIS
i Legal Description
LOTS 6 + 7 BLK 10 TR 9
TOWN OF SANFORD
PB 1 PG 62
LOTS 8 9 + 10 BLK 10 TR 9
A C MARTINS ADD
rPB 1 PG 62
I Taxes
Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Saint Johns Water Management)
County Bonds
Sales
2017 Working 2016 Certified
Values Values
Valuation Method Cost/Markat i Cost/Market
Number of Buildings 0 0
Depredated Bldg Value
Depredated EXFT Value
Land Value (Market) 61,666 61*566
Land Value Ag
Just/Markel Value •' 61.566 61.566
Portability Adj—
Save Our Homes Adj s0 — fis0
28.508 s31,513Amendment1Adj
P&G Adj __
1
s0 _
i
r s0_ _
Assessed Value 33.058 30,053
Tax Amount without SOH: 5840.57
2016 Tax Bill Amount $840.57
Tax Estimator
Save Our Homes Savings. $0.00
TRIM Notice HEID
Does NOT INCLUDE Non Ad Valorem Assessments
Assessment Value Exempt Values Taxable Value
533,058 s0 $33.058
0 $61.566
33.058 s0 $33.058
33,058 $0 $33,058
533,058 --- SO -- $33.058
Description Date Book Page Amount Qualified Vadlmp
WARRANTY DEED
WARRANTY DEED -- — — -
2/1/2017
1211/2004 --
5/1/1998
08869
05557 —
03428
0422
0363 --
1724
220.000
110,000
63.400
Yes I Vacant
Yes -- — Improved
Yes -Improved --
Yes Improved
WARRANTY DEED
WARRANTY DEED 2/1/1985 01617 04 7 71.300
QUIT CLAIM DEED 2/1/1985 01617 0476 100 No --- Improved - - -
No I ImprovedQUITCLAIMDEED7/1/1980 01728 Q9 3 a100
Find Comparable Sales
Land
Method ` Frontage Depth Units Units Price land Value
SQUARE FEET 0001 0.00 307631 $2.001 61,566
Building Information
http://parceidetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AG 10090060 9/25/2017
SCPA Parcel View: 25-19-30-5AG-1009-0060 Page 2 of 2
Permits
Permit # Description Agency Amount CO Date Permit Date
01072 DEMO. 2 FAMILY HOMES. PAD PER PERMIT: 610 W 9TH ST I SANFORD 4.210 i 4f7/2016
02753 REPLACE ELECTRICAL
DEMOLISH SFR
REPLACE WINDOWS: 610 1/2 W 9TH ST
SANFORD
I SANFORD
J SANFORD
s1,5007/19/2007 1.
000 , 7/17/2003 200 ;
511/1999 02526
02215
Extra
Features Description
Year Built Units Value New Cost No
Extra Features http://
parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AG 10090060 9/25/2017
Billing Department IREMODEL BUILDING CONTRACT
P.O. Box 625
RLH r Sanford, F1,32,772-0625
MvGC(a)RLHMN1anaana2ememenGcom
CONSTRUCTION COMPANY License N: CBC1251684/CGCI512297
Reliable Luxury
Phone 407-330-7104
Habitations Fax 407-328-8055
Work Write Up/JOB SCOPE AND PRICING
Date: March 29, 2017
Page 1 of 2
Client: Coastline Apartments
Address: 815 S. French Ave
Cti /State/Zi : Sanford, FL 32771
Job Number: NA Report No: N/A
Property Address: 610 W. 91 St. Fax Phone: 407-328-8055 Work Phone: 407-322-0126
City: Sanford Cell Ph.: Email:
Claim or Policy No. N/A 1 Insurance amount: N/A
After review of the above referenced property, including specifications, supplied by the owner; our firm shall
furnish all labor and materials for a lump sum of S 835.000.00 for stated work listed in the job scope below:
CONSTRUCTION DESCRIPTION OF WORK TO BE COMPLETED ESTIMATED
DIVISION
CODES
COST
Division New Light Commercial Construction.
16 Apartment Building Complex
TOTALS 1 835 000.00
All work will be in accordance with state and local codes and will be quality workmanship. We look forward to
working with you on this project and should you have any questions, concerns, please do not hesitate to contact
US.
This price is good for fourteen days, after that it will be subject to repricing of current market. No price shall be honored after fourteen days.
COASTLINE APRTMEN'rs CONTRACT
Billing Department REMODEL BUILDING CONTRACTP.O. Box 625
RLHiws- Sanford, FL 32772-0625
MvCCt7RLHMana2ement.com Page 2 of 2
CONSTRUCTION COMPANY License #: CBC12516P/CGC1512297
Reliable Luxury Habitations
Phone 407-330-7104Fax407-328-8055
RLH Construction Company proposes to furnish the material and labor necessary to complete the above referenced
job. Please see the attached Job Scope and Pricing for details: (SEE PAGES 1-2)
1. PAYMENT TERMS: All labor and materials quoted in "Total Cost Of Job" above shall be invoiced to customer. Full
amount of invoice shall be due and payable within 15 days of the invoice date. Invoices for which payment is not
paid by due date shall be deemed to be Past Due and shall incur a service charge of $100 and interest will begin
accruing from the invoice date at the rate of 18% per annum (1.5% per month), on the unpaid balance until paid in
full. Furthermore, customer shall be deemed to be in Default Of Contract until full payment of invoice and service
charge and interest has been paid on Past Due invoice.
2. DEFAULT OF CONTRACT: Failure to pay invoice in accordance with PAYMENT TERMS shall be deemed to put
customer in Default Of Contract with respect to all of the terms of this Contract and with respect to the obligation
of Customer under this Contract. RLH Construction Company shall have the right to immediately cease all work,
demobilize from this job and all other jobs being performed for customer, with no liability to RLH Construction
Company Customer shall be responsible for all costs and -expenses and collections costs and expenses, including a
reasonable sum for profit and overhead, for such demobilization and any subsequent agreed upon remobilization,
all of which must be paid in advance of remobilization. In the event an attorney is retained to enforce the terms of
this Contract, Customer shall pay all legal fees, costs and expenses incurred for the employment of counsel,
whether based upon suit being filed or not, and all such fees, costs and expenses at the trial level and upon appeal.
In the event of suit, Customer stipulates and agrees to waive venue as provided under Chapter 47, Florida Statutes,
and agrees venue for all litigation between the parties shall be in the appropriate court having jurisdiction located
in Seminole County, Florida.
3. GUARANTY OF CONTRACT: Notwithstanding any term, title, or qualification set forth by the signature of the
Customer or Customer's employee or agent signing this Contract, said individual shall be personally bound by and
liable for the obligations of Customer to RLH Construction Company, as set forth in this Contract.
4. CHANGES TO CONTRACT: This Contract may not be changed or modified except by a written agreement signed
by both parties hereto.
Thank you for the opportunity to quote this project. By signing below you are agreeing to pay the Total Cost of Job
according to the terms of this contract for the Work desired as identified in the Job Scope.
CONTRACTOR: Prepared and Presented by: OWNER/Agent(S):Reviewed and Accepted by:
R . ! anf
Joseph Hillery, Vice President
Date: SIN117
RT. Hillery
Date: A10117
COASTLINE APRTMENTS CONTRACT
ECERVE
MAR 3 0 2017 CITY OF SANFORD
BUILDING & FIRE PREVENTIONSTPERMITAPPLICATION
Application No:
Documented Construction Value: S. 835,000
Job Address: 610 W. 9th Steet Historic District: Yes No
Parcel ID: 25-19-30-512-1009-0060 & 25-19-30-512-1009-0080 Residential Commercial El
Type of Work: New Addition Alteration Repair Demo Change of Use Move •
Description of Work: New 16 Unit Apartment Complex
Plan Review Contact Person:
Phone: 407-688-7644 Fax: 407-688-7920 . Email: bob()_suncorproperties.com
Property Owner Information
Name Coastline Park LLC Phone: 407-322-0126
Street: 815 S. French Ave Resident of property? :
City, State Zip: Sanford, FL 32771
Contractor Information
Name RLH Co str c Phone: 407-330-7104
Street: PO Box 0625 Fax: 407-328-8055
City, State Zip: Sanford, FL 32772 State License No.: CGC 1512297
Arch itect/E ng 1 neer Information
Name: WDS Design Group
Street: 2612 Herbison Dr.
City, St, Zip: Orlando, FL 32810
Bonding Company:
Address:
Phone: 407-298-4679
E-mail: wshaffer8a(
o,
cfl.rr.com
Mortgage Lender:
Address:
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.
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
at,cordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
ctfedit 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 regulating construction and zoning.
r&45 3/27/17
Signature of Owner/A Date '
RT Hillery
Print caner/Agent's Name
Signature oflNN#yL19RtF6fS Date
o,.
901.t,^ Notary Public
State of Florida
My Commission Expires 11/27/2020
0wner/6@ S10q &y6@aWb&pwn to Me of
Produced ID yC Type of ID .L Or I . 0 ZU
3/27/17
Signature orContractor/Agent Date
J.M. Hillery Sr.
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: 1A VC G't;°1FIRE: COMMENTS:
Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
Revised:
June 30, 2015 Permit Application
Revision
Response to Comments,,,--- omments'
U" JUL 3 1
h4b--,-
Permit # Submittal Date
Project Address: /y / ld
Contact:
Ph:
Email:
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fax:
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
General description of revision:
ROUTING INFORMATION
Fire Prevention
building 7. -2
Approvals
N1110
MiTek'
RE: 738245 - 738245
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values *esstaklieft, y others. PERMIT
MpR30
Site
Information: Customer
Info: Suncor Properties Lot/
Block: Address:
610 W. 9th Street City:
Sanford Y•
SA,
Inc. 6904
Parke East Blvd. Project
Name: Model: 16 Unit Townhome Tampa,
FL 33610-4115 Subdivision:
State:
Florida Name
Address and License # of Structural Engineer of Record, If there is one, for the building. Name:
License #: Address:
City:
State: General
Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading
Conditions): Design
Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind
Code: ASCE 7-10 Wind Speed: 140 mph Roof
Load: 37.0 psf Floor Load: N/A psf OFFICE This
package includes 21 individual, Truss Design Drawings and 0 Additional Drawings. With
my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms
to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No.
I Seal# Truss Name Date No. I Seal# russ Name Date 1
IT10660405JAl 3/16/17 118 1 T1 06604221 PB1 3/16/17 12
I T10660406 I A2 13/16/17 119 I T1 0660423 I P62 1 3/16/17 I 13
IT10660407IA3 13/16/17 120 1 T10660424 I V1 1 3/16/17 1 4
T10660408 1 A4 3/16/17 121 IT10660425IV2 3/16/17 5
T10660409 A5 3/16/17 I
I
1
1
6
T10660410 A6 3/16/17 7
T10660411 A7 3/16/17 18
I T10660412 I 131 1 3/16/17 19
I T106604131 B2 13/16/17 10 T10660414
1 B3 3/16/17 11 T10660415
CJ1 3/16/17 12 T10660416
1 CM 3/16/17 113 I
T10660417 1 CJ5 13/16/17 114 T106604181 ER
1 3/16/17 15 T10660419 EJ9
3/16/17 16 T10660420 HJ7
3/16/17 117 1 T10660421
1 MG1 1 3/16/17 The truss drawing(
s) referenced above have been prepared by MiTek USA, Inc.
under my direct supervision based on the parameters provided by American
Builders Supply, Inc.. Truss Design Engineer'
s Name: Velez, Joaquin My license renewal
date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The
seal on these truss component designs is a certification that the engineer
named is licensed in the jurisdiction(s) identified and that the designs comply with
ANSI/TPI 1. These designs are based upon parameters shown (e.g.,
loads, supports, dimensions, shapes and design codes), which were given to MiTek.
Any project specific information included is for MiTek's customers file reference purpose
only, and was not taken into account in the preparation of these designs. MiTek
has not independently verified the applicability of the design parameters or the
designs for any particular building. Before use, the building designer should verify applicability
of design parameters and properly incorporate these designs into the overall
building design per ANSIlTPI 1, Chapter 2. 11 111/11'
Q N 68182 •
op ccZ
O :•• TAT
E
OF :
0 S/.p
N
A1- E 111111111 Joaq nVel
PE No.68182 Mir USA,1 .
Ft. Cert %M. 6904 arks 6W.
Tampa Fl. 33610 Date: March 16,
2017
Velez, Joaquin 1
of 1
Job Truss Truss Type oty ply 7-38245T
106738245AtHellHipGirder4tobReferenceotronal
I Th Ma 16 0-435 2017 P 1
American Builders Supply, writer Haven. Florida 33880 7.640 s Apr 19 2016 PATek IfMuslfras. nc. u r e9e
ID:r11OCSOkwZVhwYIOSTM4_yznGrl-ZkN2OyBxO4eO43c1 fUWGcrrgCoZ31 Y4YIveSzaScO
t•4-0 7.0.12 0-0-0 16.1.15 23.2.1 30.4-0
1-4-0 7.0.12 1.11.4 7.1.15 7-0.3 7-1-15
7x10 MT20HS -
r
Scale = 1:68.3
30 =
20 II 700 = 8x14 =
19 20 5 21 22 23 6 724 25 26 a
to
27 - 14 13 rr — -
5x10 MT20HS i 2x4 11 6x6 = 7x10 MT20HS WB = 7x10 = Sx10 MT20HS 11
7x10 =
7: ih0-0 16.1.15 23.2.1 304-0
7.0 12 1.11.4 7.1.15 7-0.3 7.1-15
Plate Offsets (X Y)-- 12:0.4-3 0.3.01,14:0.6-12,0-2-121,17:0.4.0,0-4-81,19:Egge 0-3.81 I10:0-3-8 0.4-4) 111:0.3.0 0-4-121 113:0.2-0,0.4-81,115:0-2-0.0-0.01
LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in poc) Wait Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.53 11.13 >687 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.92 11.13 >394 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(TL) 0.10 18 n/a We
BCDL 10.0 Code FBC2014/fP12007 (Matrix-M) Weight: 204 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP N0.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc puffins, except
1-4: 2x4 SP M 30 end verticals.
BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing.
WEBS 20 SP No.3'Except* WEBS 1 Row at midpt 8-10
8.9,6-11: 20 SP No.2, 4.11,8-10: 20 SP M 30
OTHERS 20 SP No.3
REACTIONS. (Ib/size) 2=2757/0-8.0, 18=3078/0-2-8
Max Harz 2=188(LC 40)
Max Uplift2-1092(LC 4), 18=-1384(LC 4)
Max Grav 2=3001 (LC 29), 18=3699(LC 35)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-7328/2619, 3-4=•7175/2595, 4-19=-8271/3038, 19.20=-8272/3038, 5-20-8272/3038,
5.21=-8271/3036, 21.22=-8271/3036, 22-23=-8271/3036, 6-23=-8271/3036,
6.7-5898/2202, 7-24=-5898/2202, 24-25— 5898/2202, 25-26— 589W202,
8-26=-589W202,9-15=-154/1007,8-15-154/1007
BOT CHORD 2-27-2462/6742, 2.28=-2471/6754, 14.28=-2471/6754, 14-29=-2471/6754,
13-29-2471/6754, 13-30=-2385/6555, 30-31=-2385/6555, 31.32=-2385/6555,
12-32=-2385/6555, 12.33-2385/6555, 11-33=-2385/6555, 11-34=-2202/5898,
34.35-2202/5898, 35-36=-2202/5898, 10-36-2202/5898, 10-37=-176/461,
37-38=-176/461, 38-39=-176/461, 39.40=-176/461, 9-40=-176/461
WEBS 3-14=-64/464,3-13=-577/253,4.13=-567/1924,4-11=-744/2090, 5.11-503/382,
6-11-942/2802, 6.10=-1433/803, 8-10=-2277/6134
NOTES-
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6 Opsf; h=151t; Cat. II; Exp B; Encl., GCpl=0.18;
MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise Indicated.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6) 'This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
7) Bearing at joint(s) 18 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 18.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1092 lb uplift at joint 2 and 1384 lb uplift at
joint 18.
10) This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the
WARNING • Vadly deOgn parametars and READ NOTES ON THIS AND WCLUOEO MREK REFERANCE PAGE MIF7473 mv. IMIW15 BEFORE USE.
Deslgl valkl fa use only with MIleliS Conr eCtors. IM deSIgn it based afdy urxxl parameters shown. and Is for an trxrlvkkxD 1AAcling cofnponenl, not
a buss syslem. Before tae. the I"ding deslpnef rust verity the af)0lcc llty of design txnameters arxl txopefly hcofporalo tuts dt-4n Into the overall
buildhtp design. Bracing hx9coled Is to ixevent Ixfckling of IndlMucil truss web aril/or chord mofnbers only Addlllonal terllpotary and permanent bracing Welk'
Is always regal ed for stability and to Ixevenl collapse with 1wssOtle personal hpay aril properly damage. For general guidance regadng Me
fabrk:01601% storage, delivery. Crocaon and brachlg of trusses aril truss systems, seeANSLI Pl l Quality Criteria, DS6-89 and SCSI 8ullding Component 6904 Parke East Blvd
Safety Information OvallalAe horn buss Plate h slllute. 218 N. lee Street. Sulte 312, Alexa cJda. VA 22314.
Tampa, FL 33610
Job rues ruse Type N 738245
Tt0660405
73824S Al Hall Hip Girder 1
Job Reference ironal
AMOIICOn UUlgerB bUPPry• yr hied nWv..rgrgo J,woV ...-..•.r• •-•-.•-. _.•..._--...--•..._. ..._.. . _ __._ ____
ID:r??OCSOkwZVhwYlOSTM4_yznGrl-ZkN2OyBxO4eO43e1 fUWGcrrgcoZ31 Y4YIveSzaSCO
NOTES-
11)'Semi-rigid pltchbreaks with lixed heels' Member end fixity model was used In the analysis and design of this truss.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 60 lb up at 9.0-0, 22 lb down and 60 lb up at 11.0.12, 33 lb
down and 89 lb up at 14-11-4, 22 lb down and 60 lb up at 17-5-4, 22 lb down and 60 lb up at 19-5-4, 24 lb down and 64 lb up at 21-5-4, 24 lb down and 64 lb up at 23.8-12,
22 lb down and 60 lb up a1 25.8-12, and 22 lb down and 60 lb up at 27-8-12, and 38 lb down and 65lb up at 29-10-12 on top chord, and 622 lb down and 238 lb up at 7-0-12,
336 Ib down and 1O01b up at 9-0-12, 336 lb down and 1001b up at 11-0-12, 597 lb down and 213 lb up at 12-11-4, 2671b down and 28 ib up al 14-11-4, 597 lb down and 213
Ib up at 16-0.12, 3361b down and 100 Ib up at 17-5-4, 336 Ib down and 100 Ib up at 19-5-4, 342 Ib down and 107 Ib up at 21-5.4, 342 lb down and 107 lb up at 23.8.12, 336
lb down and 100 lb up at 25.8-12, and 336 lb down and 100 lb up at 27-8-12. and 344 lb down and 91 lb up at 29-10-12 on bottom chord. The designtselection of such
connection device(s) is the responsibility of others.
13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Unllorm Loads (pit)
Vert: 1.4=-54, 4-8=-54, 2-9=-20
Concentrated Loads (Ib)
Vert: 4=-18(F) 8=-38(F) 9=-215(F) 14=-595(F) 13=-207(F) 11=-412(F) 19=-18(F) 20=-32(F) 21_ 18(F) 22=-18(F) 23=-20(F) 24=-20(F) 25=-18(F) 26=-18(F) 30=-207(F)
32=-412(F) 33=-18(F) 34-207(F)35=-207(F)36=-220(F) 37=-220(F)38= 207(F)40=-207(F)
Q WARNING • Val7y dWgn perwWm end READ NOTES ON TW ANDWCLUDEO NrrEK REFERANCE PAGE N47473 rev. I&MWIS BEFORE USE.
Design valid to use orgy with WIek® connectors. 11* design Is based only upon pusametem shown, and Is to an Individual building component, not
a truss system Betoto use. the building doslgnet must verily the applkab illy of design paraneters and property Incorporato this design Into the overall
pOding design. &acing Irnticalod Is to prevent buckling of hntividttai Inns web and/a chord members only. Adcllllonal temporary and permanent pacing WOW
Is always regtrred for stability and to povenl collapse with pow1ble personal Injury and popedy darnage. for general guidance regarding the
lapktallon. stdrago, dlollvery, erection and pacing of trusses and truss s IG"s. seeANSI/TPI I Quality Cdtwla, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avCW>le from htas Rate Institute, 218 N. Lee Sheet. Sidle 312, Alexandria. VA 22314. Tampa. FL 33610
Job Truss Type Uty Ply 739245
T106604p6
739245 A2 JTrussHallHip 4 1
Job Reference lional
ewn- w. .n Tk„ U.. C nf. 7•u 9M7 P.n. 1
Amerwan aurldere 5uppq. winter noven, rrorrao aaeev .,....--
ID:r??OCSOkwZVhwYIOSTM4_yznGrl-1 xxObICZBNmFrCBVYNPIppliPb9moKniIC2TAuzascP
1.4-0 6.6-5 11-0-0 17.4.3 23.9.5 30.4.0
1-0 "-5 4.5.11 64-3 6.4-3 67.11
Scale . 1:56.4
30 =
4x4 =
30
5x6 = 6x6 II
4x4 =
2x4 11 US =
06 = 3x4 = firs =
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2014lrP12007
CSI.
TC 0.68
BC 0.82
W B 0.48
Matrix-S)
DEFL. in
Veri(LL) -0.43
Vert(TL) -0.69
Horz(rL) 0.07
loc) Wall Ud
8-9 >839 240
9-11 >526 180
17 We Na
PLATES GRIP
MT20 244/190
Weight: 162 lb FT is 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 20 SP M 30 BOT CHORD Rigid telling directly applied.
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpi 6.8
7-8: 20 SP No.2
OTHERS 20 SP No.3
REACTIONS. (Ib/size) 2=1204/0-8-0, 17=1080/0-1-8
Max Horz2=227(LC 12) Max
Uplitt2-300(LC 8), 17=-344(LC 8) FORCES. (
lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP
CHORD 2-18=-2244/651, 18.19=-2178/659, 3-19=-2161/668, 3-4-1868/563, 4-5=-1693/557, 5.
20=-1589/456, 6-20=-1589/456, 8-13-242/925, 7.13=-242/925 BOT
CHORD 2-21=-695/1690, 2-22=-758/2010, 12-22=-758/2010, 12-23=-758/2010, 11-23-758/2010, 10-
1 1=-578/1787,10.24=-578/1787, 9-24=-578/1787, 9.25=-422/1254, 8-25=-422/1254 WEBS
3.12— 8/317, 3.11-434/236, 4-11— 41/444, 5-9=-350/241, 6.9-87/595, 6.8=-1400/484 NOTES
1)
Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=151t; Cat. II; Exp B; Encl., GCpi=018; MW
FRS (envelope) gable end zone and C-C Extedor(2) -1-4.0 to 4-8-0, Interior(1) 4-8-0 to 11-0.0, Exterior(2) 11-0-0 to 19-5-13 zone;
C-C for members and forces t3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)
Provide adequate drainage to prevent water ponding. 3)
This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) '
This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit
between the bottom chord and any other members. 5)
Bearing at joint(s) 17 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface. 6)
Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 lb uplift at joint 2 and 344 lb uplift at joint
17. 8)
This buss has been designed for a moving concentrated load of 250.Olb live located at all mid panels and at all panel points along the Bottom
Chord, nonconcurrent with any other live loads. 9)
This truss design requires that a minimum of 7/167 structural wood sheathing be applied directly to the top chord and K" gypsum sheelrock
be applied directly to the bottom chord. WARMING-
VorW deeryn peremerere and READ NOTES ON MS AND WCLUDED Uf EK REFERANCE PAGE M4473 rov. 16=14015 BEFORE USE. Design
valld lot use only with Mlletd® connectors. this design Is based orgy upon Ixlramelers shown. and Is fa an Individual bulding component, not o
Russ system. Before use, the lxlkilng designer mull verify the cw1cobllN of design parameters and Ixopedy Incorporate 0% design Into the ovetcdl Additional
temporary and permdxent bracing MiTek' btNcMVdesign. Blactng tnalcated Is to rxevenl buckling of In1d11vkAlcd it=web and/or chord members orgy. 6
dwoys redadrod lot stability and to fxevenl collgne vAth possible personal aVt+y cod property damage. For general guidance regadng the lalxk:
atkm. sfofoge. ddivary. erection and bracing of trusses aril Inns systems. soeANS1/TPI I Dually Criteria, D$9.99 and SCSI Wilding Component 6904 Parke East Blvd Safety
Informalon ovallable from buss Rate Institute. 218 N. Lee Street, State 312. Alexandria. VA 22314. Tampa,
FL 33610
Jo runs Truss Type ry 738245
Tt0660407
738245 1'3 Hall Hip 4 1
Job Reference lional
7 PAmericanBuildersSupply, IN or Haven, Fbrdo 33880 7 640 s Apr 18 2016 MrTek Indusuies. Ina Thu Mar 16 06 24:T, 201 age 1
ID:r??OCSOkwZVhwY108TM4_yznGrl-W 7VppeCByhu6JMmhS4w_L1 gtxJ? W kXhvrXsnOjLzaSeO
1.4.0 63.5 13.0-0 18.8.3 24.4.5 30.4.0
r 1.4 0 6.3.5 6•8.11 5 6 3 5 8-3 5 11.11
nz
4x4 =
20 It
4x6 =
30 =
US =
Sx6 =
1e
30 =
3x4 =
6
30 =
3x4 =
6x6 II
6x6 =
Style = 1:56.4
17
d
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Wall L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.32 9-11 >999 240 MT20 244/19D
TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(R) -0.51 9.11 >714 ISO
BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 17 We n/a
BCDL 10.0 Code FBC2014/rP12007 Matrix-S) Weight: 170lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 20 SP M 30 BOT CHORD Rigid ceiling directly applied.
WEBS 20 SP No.3 *Except* WEBS 1 Row at midpi 6-8
7-8: 2x4 SP No.2
OTHERS 20 SP No.3
REACTIONS. (lb/size) 2=120210-8.0, 17=108210.1.8
Max Horz2=265(LC 12)
Max Uplift2=-296(LC 12), 17>339(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-2310/664, 3-18=-2204/674, 3-4_ 1725/512, 4-5=-1533/529, 5.19— 1267/365,
6.19— 1267/365, 8.13= 250/945, 7.13=-250/945
BOT CHORD 2-20=-551/1518, 2-21= 80at2079, 12-21=-80a/2079, 12.22=-B08/2079, 11-22=-80WO79,
10-11=-476/1462, 10.23— 476/1462, 23.24=476/1462, 9-24=-476/1462, 9-25=-323/982,
25-26= 323/982, 8.26= 3231982
WEBS 3-12=0/355, 3-11=-594/299, 4.11=0/379, 5-9_ 422/240, 6.9— 114/639, 6.8— 1234/415
NOTES-
1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4,2ps1; BCDL=6.Opsf; h=151t; Cat. II; Exp B; Encl., GCpi=0.18;
MW FRS (envelope) gable end zone and C-C Exlerior(2) -1-4-0 to 4-8-0, Interior(1) 4-8-0 to 13.0-0, Exterior(2)13-0-0 to 21-5-13
zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psl bottom chord live load nonconcurreni with any other live loads.
4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will
fit between the bottom chord and any other members, with BCDL = IO.Opsl.
5) Bearing at joint(s) 17 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 296 lb uplift at joint 2 and 339 lb uplift at
joint 17.
8) This truss has been designed for a moving concentrated load of 250.Olb live located at all mid panels and at all panel points along the
Bottom Chord, nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum
sheetrock be applied directly to the bottom chord.
WARNING. V4rIy design parameters and READ NOTES ON THIS AND INCLUDED 4i!!EK REFERANCE PAGE MI.7473 rev. IOMW IS BEFORE USE
Design valkl for use only with Mllek®connectois. this design E based) only ul»n paametem shown. and Is far an hdlvkkml Ixdding component, not
a htat system. Belau tee. the 1>tdalng deslgnrn mull verity lho opplk:at-Ally of design pdaamolers and properly Wor1>oralo this dosign Into the overall
IxdW1g design. aachg Indicated Is to prevent bucldpng of IndWtrd tngs wet> and/or chord members only. Additional lempotar , and permanent bracing WOW
Is always rogt0ed for slal>Illly and to prevent collapse wllh possible personal k*ffy and property damage. For (general guidance regarding the
fabrication, storage. delivery. oreclbn and bracing of inNses and ins) syslems st.-eANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information ovdlable groin liters Rate Instltute. 218 N. Lee Slioel. Sudte 312. Aloxardria. VA 22314. Tampa, FL 33610
Job russ rush Type oty Ply 73824s
T10660408
738245 A4 ROOF TRUSS 4 tI Job Reference (Optional)
c.n TA„ us, tC na Dc•7a'lnt7 P.n. t
American ounceiaaupPy-.,a,.oven, r-M. ,a.wtry -' -
I D:r??OCSOkwNhwY108TM4_yznGrl•SVdZEKERT18pZgw4DVySOSwBgpBb?bT8?AG7nDzaScM
19.2.5
r14•q 6 1.13 t1.OA /7A0 t7.2.5 21.2.5 p 232.5 i 2S2.5 , 27.2.5 24.2.5
t•-0 bt•13 4.10.3 600 0.2.5 2.0.0 2.0.0 2•e-0 2•aV 2.4e t-t•tt
2•0-0
30 Sole = 1:81.8
THIS COMPONENT IS TO BE USED IN 30 =
CONJUNCTION WITH A RIGID DIAPHRAGM. 3x4 =
THIS DIAPHRAGM MUST BE CAPABLE OF
TRANSFERRING ROOF LOADS TO THE GROUND 3x4 =
WITH NEGLIGIBLE LATERAL DEFLECTIONS. SX6 7- 6x6 II
9 M.11,11--ill
4V 11-0ar ac 6ayp ..12 ,. 10 ,. e 7x8 =
4x6 =
Sx6 = 5x6 = 40 =
LOADING (
psi) SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.26 12-13 >999 240 MT20 244/19D TCDL
7.0 Lumber DOL 1.25 BC 0.81 Vert(fL) 0.54 12-13 >672 180 BCLL
0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.10 36 rVa n1a BCDL
10.0 Code FBC2014/rP12007 Matrix-S) Attic 0,17 12.13 464 360 Weight: 256lb FT = 20% LUMBER-
BRACING - TOP
CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT
CHORD 20 SP M 30 4.0.0 oc puffins (6-0-0 max.): 7-8. WEBS
2x4 SP No.3 Except* BOT CHORD Rigid ceiling directly applied. 6.
17: 20 SP No.2 WEBS 1 Row at midpt 5.31, 9-16, 10-31 OTHERS
20 SP No.3 JOINTS 1 Brace at JI(s). 8, 15, 16, 31 REACTIONS. (
Ib/size) 2=1357/0-8-0, 36=1291/0.1-8 Max
Horz 2=455(LC 12) Max
Uplif12-204(LC 12), 36=-158(LC 12) Max
Grav2=1417(LC 2), 36=1384(LC 2) FORCES. (
Ib) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP
CHORD 2-37=-2879/222, 3-37=-2811/231, 3-4=-2635/95, 4-5-2590/109, 5-38=-1040/117, 6-
38=-977/118,9-32-167/1212, 17-32=-168/1212,8.17=-162/1236 BOT
CHORD 2.39=-696/1893, 2AO=-573/2609, 14.40=-573/2609, 14-41=.573/2609, 13-41— 5732609, 13.
42— 344/2371. 42-43— 344/2371, 43-44-3442371, 12.44-344/2371, 11-
12-3462357, 11.45-346 2357, 10-45=-3462357, 10-46=-259/1284, 46-47-259/1284,
9.47=-259/1284 WEBS 3-14-31/
3D2, 3-13=-427236, 13-18=0/579, 5-18=0/614, 5.31=-1400290, 12-31=0/468, 7-16=-392/376,
9-16=-1649287, 10-16=0/853, 6-15=-879/369, 15-16-8e8/362, 10-31-1291/127,
16.31=-36823 NOTES- 1) Wind: ASCE
7-
10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsl; h=1511; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (envelope) gable end
zone and C-C Extedor(2)-1-4-0 to 4-8-0,Interior(1) 4-8-0 to 23-2-5, Exterlor(2) 23.2-5 to 29-10-12 zone;C-C for
members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 150.01b AC
unit load placed on the bottom chord, 14-0-0 from left end, supported at two points, 5-0-0 apart. 3) Provide adequate drainage
to prevent water ponding. 4) All plates are
2x4 MT20 unless otherwise indicated. 5) This truss has
been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has
been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom
chord and any other members, with BCDL = 1 O.Opsl. 7) Ceiling dead load (
5.0 psi) on member(s). 6-15, 15-16, 16.17, 18-31 8) Bottom chord live
load (40.0 psi) and additional bottom chord dead load (0.0 psl) applied only to room. 12-13 9) Bearing at joint(
s) 36 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)
Provide mechanical connection (
by others) of truss to bearing plate at joint(s) 36. 11) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 2 and 158 lb uplift at joint 36. 12) This
truss has
been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the 0 WARNING - Vadly dodpn
pwamoters and READ NOTES ON TNLS AND INCLUDED M TEK REFERANCE PAGE N67473 rev. 1""016 BEFORE USE. Design vol d rot
use only with M1106 conneclors 1Ns design Is based only t4»n parameters sLwwn. and Is to an frxiivkkral txrlding component. not ust vedly the appllCOb1lIY
of desixaelors and properly incorporate 11* design Into the Overall a cuss system. Belowtae, the Wilding designer must design prm AWHOnal temporary and permanent
brachV MiTek' LxUd rvj design. BrachgIndicatedIstopreventbreklirlgofIndividualtrussweband/or chard members onlY• is always to it/
red for stability and to prevent collapse with possible personal Irtluy and property damage. for general gtddarlce regarding tine faUrlcallon, storage. delNery. erection
and brachg of Irussos and truss systems. seoANSI/TVI I Ouatily Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information avallabie from
huss Plate Instlluto, 218 N. Lee Sheol. Surge 312. Alexandria. VA 22314. Ter pa. FL 33610
Job I russ Type ty 73824s
T1066040B
738245 A4 ITrUSSROOF TRUSS 41
Job Reference o trfmal
e,•_ ........ 1•w.. u.,. to ne 7e9D Jnt1 Dnn D
Arnerlten Builders Supply. wlnl/l Maven. mown jitraw .— o.- 1.1 o........._.-.. ..._.. ___
ID:r??OCSOkwZVhwYlOSTM4_yznGrl-SVdZEKERT18pZgw4DVySOSw8gpBb?bT8?AG7nDzaScM
NOTES-
13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom
chord.
14) Graphical purtin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
15) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Q WARNING - Vanity design pamaralers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rov. 100MIS BEFORE USE.
Design valid for use only vAlh Mllek®conneCtors. Inls design S based only upon prsarneters shfown, and Is for an frxJlvkhfal txBtlbg component, not
o inns syslem. Before rise, the Ixilalng designer must verily the applicablity of design rxxametefs and property Incorporate M dospgn lnlo the over,,, Ac"llond krnpora and permanent bracing MlxOdngdoslgn. ®acing Irxdkoled Is to pxevenl Ixrclding of indivklual buss web and/or chord members only. y
Is always reWied for stolAlty and to prevent collapse wllh p ossltilo persona, Whey and property damage. For general gt,daltoe rogaalng the
latxlaallon, storago. delivery, erection and Ixacing of misses arKI Inns systems seeANSI/IPI I QwUly Cdterla, DSB-89 and 6CS1 Building Component
ITBK•
6904 Pake East Blvd.
Safety trxormaBon avalable from Irtns Rate Institute. 218 N. Lee Street, Sulle 312. Alexandra. VA 22314.
Tampa. FL 33610
Job Truss Truss Type oty Ply 738245
Tt0660409
738245 AS ROOF TRUSS 112 1
Job Refererce o tional
n pint) Dwn. t
American Guilders supply. winter Haven. rrortao sseev I--. —1 ....... .._.,,.. ....__......._. ..._ ..—.._ -_._ ..._ -- .. _o_ -
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rtd-0 6.1.13 tt-0-0 _ 17-" 23.2.5 30.4,0 _
t-a-0 6.1.13 4-t0-3 6.0-0 6.2.5 7.1-N
il
3x4 = Scale = 1:77 6
3x4 =
3x4 =
4x8 7x6 II
40 = 20 II 7x8 = 20 II 40 = 3x8 =
4x6 =
4
VP
d
LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.27 12-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) 0.53 12-13 >686 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Horc(TL) 0.08 21 n/a n1a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Attic 0.17 12-13 459 360 Weight: 221 lb FT = 200%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.3-10 oc puffins, except
BOT CHORD 20 SP M 30 end verticals, and 4-0-0 oc puffins (6-0-0 max.): 7-8.
WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-2-7 oc bracing.
OTHERS 20 SP No.3 WEBS 1 Row at midpi 5-15, 7-9, 10-15, 7-15
JOINTS 1 Brace at JI(s): 8,15
REACTIONS. (lb/size) 2=1319/0-8-0, 21=1179/0.1.8
Max Horz2=455(LC 12)
Max Upl1112-227(LC 12), 21-225(LC 12)
Max Grav 2= 1384 (LC 2), 21=1308(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-22=-2788/276, 3-22=-2720/285, 3-4=-2556/176, 4-5=-2511/189, 5-23=-82825,
6.23-732/35, 6.7-837/170, 9.17=-197/1161, 8.17=-197/1161
BOT CHORD 2-24= 688/1906, 2-25=-6232523, 14.25=-623/2523, 14-26=-623/2523, 13.26=-623/2523,
13.27= 4462300, 27-28=-446 2300, 28-29=-4462300, 12.29=-4462300,
11.12— 4482288, 11-30— 448/2288, 10.3D=-44e/2288, 10-31— 175/800, 31.32=-175/800,
9-32=-1751800
WEBS 3.14-14/310, 3.13= 423/207, 13.16--W554, 5-16=0/585, 5-15=-1604/323, 12-15--0/488,
6.15=-360/313, 7-10=-111/1154, 7-9-1290279, 10-15=-1789/352 NOTES- 1) Wind:
ASCE
7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=1511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope)
gable end zone and C-C Exlerior(2) -1-4-0 to 4.8.0, Interior(1) 4-8-0 to 23.2-5, Exterior(2) 23-2-5 to 29-10-12 zone-,C-C
for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 150.01b
AC unit load placed on the bottom chord, 14-0-0 from left end, supported at two points, 5.0-0 apart. 3) Provide adequate
drainage to prevent water ponding. 4) This truss
has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss
has been designed for a live load o1 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL = IO.Opsf. 6) Ceiling dead
load (5.0 psi) on member(s). 15.16 7) Bottom chord
live load (40.0 psi) and additional bottom chord dead load (0.0 psi) applied only to room. t 2.13 8) Bearing at
joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface.
9) Provide mechanical
connection (by others) of truss to bearing plate at joint(s) 21. 10) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint 2 and 225 lb uplift at joint 21. 11)
This truss
has been designed for a moving concentrated load of 250.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent
with any other live loads. 12) 'Semi -rigid
pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 13) Graphical puffin
representation does not depict me size or bne onenianon of ine punm along the top anwvr uutivnr t.nvru. Q WARNWO - ysrtry
ditagn parameters and READ NOTES ON THIS AND WCLUDEO M17EK REFERANCE PAGE M174473 rov. 100MIS BEFORE USE. Deslgn valld la
use only vAlh MileW connectors. INS design Is based only upon pmanefers shown. and Is lot an individual rxulding component. not a Suss system.
9elote use. the txdlding dkAlgrlcp mtsl verily the oWlcabllly of design Ixsanelers and ptopenty hconponalo this design Into the overall Additional temporary and
ponnanent btactng WOW building design. BrachgIndicatedIstopreventbuddingofindividualtrusswebanal/or chord members only. Is always io%
dned Ion stablllty and to prevent collaixe vAlh powlllu personal hMy and propedy damage. Fa general gtfdlatce regarding the Iddrlcallm storage. delivery.
erection and boocing of musses and truss systems. seeANSVIPII Quality Cdlerlo. DSB-89 and SCSI Building Component 6904 Ponke East Blvd Safety Information available
bom buss Rae InsllNle. 218 N. tee Street. Sulle 312. Alexan drkr. VA 22314. Tongo, FL 33610
Job russ Truss Two Qty Ply
710660409
738245 AS ROOF TRUSS 112 1 1138241JobReference(optional)
nn.c. vT_,.,_-_..._.... Tom...... .e ne.- nfin» 0.n.I
American ousoers auppry. vnmm Haven. rrorge 0o uv-
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Q WARNING • Vail y desgn parnmetera and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE MD7473 rev. 100"016 BEFORE USE.
Design vaild lot use orgy vAth MllekO Conneclors. ais design Is based only upon rynarnelers slwwn, and Is for an 4xllvldial building component, not
a frtra system. Before use• the txdld8ng designer must verify the applicability of design parameters and properly Incorporate M design Into the overall
binding design. Bracing Indicated Is to prevent budding of Individual tnrss web and/or chord members only Additional tempadny and permanent bfuc-I lg MOW
Is always required la slat -Ally and to prevent collapse wllh possiblo personal trtfury and property damage For general gu ldolce regarding the
fabrIcallm storage. delivery. eFecllon and bracing of trusses and Inns systems. seeANSI/IPI I Quality Cdterlo, DS11-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avdilable from buss Plate Institute. 218 N. lee Street. Sulle 312. Alexandria VA 22314. Tampa. FL 33610
Job cuss Truss Type Uty ply 738245
710660410
738245 A6 PIGGYBACK BASE 60 1
7
Job Reierenee Lanai
ht! r..w..-,.:.. me n,,, Mew a nc24'41 2017 Penn t
American Budder, Supply. winter Haven. Frorraa 33aav ....o_...._-......._ ..._.._. .-_—_ --- --o-
ID:r??OCSOkwZVhwYlOSTM4_yznGrl•OukJe?Gi?wOXo_4SKw_WW I?XgdrXTUJRSUID66zascK
1.4 8-4.7 15-e-2 23.2.6 30.4.0
1.4.0 8-4.7 7.3.11 7.6.3 7.1-11
30 = Scale = 1:75.6
30 =
30 =
Sx6 = 74 II
30
18 S
4x4
5.00 12 2x4 \\
34
17
2
21 25 26 _
30 = 4x6 = 30 =
3x8 =
6x6 =
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.51 8-9 >713 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Verl(TL) -0.81 8-9 >446 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) 0.04 16 n/a We
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) Weight: 184 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and
BOT CHORD 20 SP M 30 4-0-0 oc pudins (6.0.0 max.): 6.7.
WEBS 20 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied.
7-8.20 SP No.2 WEBS 1 Row at midpt 6-8
OTHERS 20 SP No.3
REACTIONS. (lb/size) 2=120810.8-0, 16=1076/0-1.8
Max Horz2=455(LC 12) Max
Uplitt2=-329(LC 12), 16=-312(LC 12) Max
Grav2=1208(LC 1), 16=1126(LC 2) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 pb) or less except when shown. TOP
CHORD 2-17=-2123/509, 3-17-2039/522, 3-4=-1884/457, 4-18= 1874/459, 5-18=-1760/481, 5-
6=-1074/264, 8-12=-294/985, 7-12=-294/985 BOT
CHORD 2.19=-855/2292, 2-20=-820/1888, 11-20=-820(1888, 11-21=-538/1296, 10-21=-538/1296, 10-
22— 538/1296, 22-23— 538/1296, 9-23-538/1296, 9-24-253/650, 24-25— 2531650, 25.
26=-253/650, 8-26=-253/650 WEBS
3-11=-384/309, 5-11=-176/656, 5-9— 724/422, 6-9=-231/960, 6.8=-1021/417 NOTES
1)
Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Ops1; h=15f1; Cat. II; Exp B; Encl., GCpi=0.18; MW
FRS (envelope) gable end zone and C-C Exlerior(2) -1-4-0 to 4-8-0. Intenor(1) 4-8.0 to 23-2-5, Exteffor(2) 23-2-5 to 29-10-12 zone;
C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)
Provide adequate drainage to prevent water ponding. 3)
This Iniss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) '
This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf. 5)
Bearing at joints) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of
bearing surface. 6)
Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 2 and 312 lb uplift at joint
16. 8)
This truss has been designed for a moving concentrated load of 250.Olb live located at all mid panels and at all panel points along the Bottom
Chord, nonconcurrent with any other live loads. 9)
This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock
be applied directly to the bottom chord. 10)
Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. Q
WARNWG • Vadly deslpn parameters and READ NOTES ON THIS AND INCLUDED AMTK REFERANCE PAGE Mp-7473 rev. 1010Z015 BEFORE USE. Design
valid lot use only vAlh Mllek® corvnectots lhls design is based only uPon ryltarneters shown. and Is for an IndIvkkial building component not a
buss system. Bolas trse, the building designer mast verily Ito appikablily of design momlers arid ixopetly incorporate 8t6 design Into the overall IxOding
design. Bracing indicated Is to rxevenl budding of Individual inns wob and/or chord members only. Add liorial lempaary aril pennanenl tracing WOW is
always iegtlied lot stablllly and to prevent collapse vAlh poss"o personal Wtay, and property, damage. Fa general guidance regarding the talxlcatlon,
storage, delivery, election aril bocbng of trusses and Ins systems, weANSVFPII Cully Criteria, DSB-89 and SCSI Buliding Component 6904 Parks East Blvd Safety
Information avallable from Iris Piste InstlMe. 218 N. Leo Sheel. State 312. AbexancM. VA 22314. Tampa.
FL 33610
Job russ Truss Type oty Pry 738245
T106604t1
738245 A7 Piggyback Base 8 1
w
Job Reference (optional
nnl9 Dwww
American Builders supply, winter naven,rrorldaxnmv •o+.w••••••••••••••••••••••••w•••• •••-••^•••---- ._,_.
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7.10.73 1S•5-0 22.17.3 30.4.14 37.10.9 45.4.12 52.10.15 60.9.12
7-70.13 7.6.3 7.6.3 7.5-11 7.5 11 7 7 6.3 7./0.13
6x12 = 20 II 6x12 =
Scale = 1:108.6
33 34 20
35 t9 183637 17 38 39 16 40 41
IS
4243 14 13 44
12
45 11
1 WO
i
20 11 Sx6 = 40 = 7x8 = 4x4 = 40 = 20 11
40 = Sx6 =
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2014/TPI2007
CSI.
TC 0.68
BC 0.95
W B 0.94
Matrix-M)
DEFL. in (loc) Wall Ud
Vert(LL) 0,54 16-17 >999 240
Verl(TL) -0.86 15.16 >844 180
Horz(Q 0.33 11 We We
PLATES GRIP
MT20 244/190
Weight: 445 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2.9.10 oc purlins, except
5-7: 2x6 SP 240OF 2.0E 4.0.0 oc pudins (5.4.13 max.): 5.7.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 20 SP No.3 WEBS 1 Row at midpt 4.17, 5-17, 6-16, 7-15, 8-15
REACTIONS. (Ib/size) 1=2249/Mechanical, 11=2249/Mechanical
Max Horz 1=185(LC 12)
Max UpIIII1=-1090(LC 8), 11=-1090(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-27-5202/4150, 2-27=-5116/4163, 2-3— 4494/3661, 3.28=-4420/3661, 4-28— 4354/3675,
4.5=•3739/3138, 5.29=-3622/3128, 6-29=-3622/3128, 6-30=-3622/3128,
7-30-3622/3128, 7-8=-3739/3138, 8-31=-4354/3675, 9-31=-4420/3661, 9.10=-4494/3661,
10-32=-5116/4163, 11-32=-5202/4150
BOT CHORD 1.33=-3781/4764, 1-34=-3781/4764, 20-34=-3781/4764, 20-35=-3781/4764,
19-35— 3781/4764, 18-19=-3232/4080, 18-36— 3232/4OBO, 36-37— 3232/4080,
17.37=-3232/4080, 17.38-2596/3398, 38-39=-2596/3398, 16-39=-2596/3398,
16-40-2581/3398, 4041=-2581/3398, 15-41=-2581/3398, 15.42=-3217/4080,
42-43=-3217/4080, 14-43=-3217/4080, 13-14=-3217/4080, 13-44=-3766/4764,
12-44=-3766/4764, 12-45=-3766/4764, 11.45-3766/4764, 11-46=-3766/4764
WEBS 2-20=-236/401, 2-19=-751/682, 4-19=-479/539, 4-17=-928/843, 5-17=-750/826,
5-16-336/600, 6-16=-449/300, 7-16=-336/600, 7.15=-750/826, 8-15-928/843,
8-13=-479/539, 10.13=-751/681, 10-12=-236/401
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=15ft, Cat 11; Exp B; Encl., GCpf=0.18;
MW FRS (envelope) gable end zone and C-C Exlerlor(2) 0.0.1210 6-0-12, Interior(1) 6.0-12 to 22-11-3, Extedor(2) 22.11.3 to 46-4.6,
Interior(1) 46-4.6 to 60.9.0 zone; porch tell and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling
and erection guidance, see Guide to Good Practice For Handling, Installing 8 Bracing of Metal Plate Connected Wood Trusses
SCSI-1"), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/archftecVgeneral contractor.
MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will
lit between the bottom chord and any other members, with BCDL = 1 O.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1090 lb uplift at joint 1 and 1090lb uplift at
WARNING • Verily design pararrretors and READ NOTES ON THIS AND WCLUDED MmrK REFERANCE PAGE IIBF7473 rev. 1a•CM15 BEFORE USE.
Design valid for use only vAlh Wlek® Conneclois. it& design Is based only upon parameters shown, and Is for an Individual buldIng Componenl, not
a atiss syslern. Before use. lie btdldhng designer mtfst verify the applicability of design parameters and property hncorporato IMt design Into the overall
biddingng design. Bracing Indicated Is to prevent bucldhng of Individual truss web and/or chord members orgy. Additional temporary and permanent bating WOW
Is always te%dred for stalltllly and to proven) collapse with possible personal Wiry and property damage. For general gtddance reoaldN the
falxkafkxn, storage. delivery. erection and IxocbV of masses and Russ systems. seeANSI/1PI I Cuo9ty, Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information ovaltahfe from trust Plate Instlfrfte. 218 N. lee Street. Sulto 312, Alexandria. VA 22314 Tampa, FL 33610
Job- I rush TFuss Type oty Ply 736245
710660411
738245 A7 Piggyback Base O
Job Reference (optional)
AreenCen aarrosFs sWP%• winter maven. rwrwo o,waa-
ID:r??OCSOkwZVhwYIOSTM4_yznGfi-KHs43hHyXXTF1 HDrSLIObl4ubOWRxNDkvoEKw_zaScl
NOTES-
9) This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any
other five loads.
10)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss.
11) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord.
0 WARNING • Vodly design paramoton and READ NOTES ON THIS AND INCLUDED NREK REFERANCE FADE N* 7473 rev. I66MIS BEFORE USE.
Design valid lot use orgy vAth Wlek® connectors. Irgs design Is based orgy upon pmanelers shown. and Is for an hdlvkAral bidding component. not
a buss system. Before use. the iddng designer mtal vedh' the applicability of design parameters and IroperlY hcorpaate this design Into the overall
budding design. Wachg Indicated h to prevent bucldt ng of IndNklrral lniss web and/or chord members only. Additional lempaay and permanent bracing MiTek'
Is always iegtbed for stability and to prevent collapse vAth possible personal hluy and properly damage. For general gtddance regarding the
lobilcallon, storage. delivery, cvecflon and bracing of Inlsses aril Russ systerns. weANSI/TPI I Quality Cdterla, DSO.89 and SCSI Building Component 6904 Perks East Blvd
Safety Information available Rom lnm Nale hstltule. 218 N. lee SRaet. Suite 312. Alexandria. VA 22314.
Tompa, FL 33610
Job runs Truss Type oty ply 736245
T106604t2
738245 B1 GABLE B t
Job Reference tional
AlnerrCan MIME 4UPP9. nmter Woven. rgwo...___...
xx__...._ _ _ ID:r??OCSOkwZVhwYIOSTM4_yznGrl-KHs43hHyIFIHDrSL1Obl4 rOfOxaTkvoEKw zaSel
1.4-0 3.8-0 7.4-0 21:0
1.4-0 3.8-0 3.8-0 1 d-0
40 =
Scale. 1:19.0
la
30 =
LOADING SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Verl(LL) 0.02 6-14 999 240
TCDL 7.0 Lumber DOL 1.25 BC 0.33 Verl(TL) 0.02 6-14 999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.10 HOrz(TL) 0.00 4 n/a We
BCDL 10.0 Code FBC2014/TP12007 Matrix-S)
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
WEBS 20 SP No.3
OTHERS 2x4 SP No 3
REACTIONS. (lb/size) 2=344/0-3-8, 4=344/0-3-8
Max Harz 2=40(LC 16)
Max Uplitt2= 174(LC 8), 4=-174(LC 9)
Max Grav2=405(LC 27), 4=405(LC 39)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3— 365/433, 3.4_ 365/433
BOT CHORD 2-19=-247/324, 6-19=-247/324, 6-20=-247/324, 4.20=-247/324
WEBS 3-6=-143/254
PLATES GRIP
MT20 244/190
Weight: 31 lb FT = 20%6
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Unbalanced rool live loads have been considered for this design.
2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=1511; Cat. 11; Exp B; Encl., GCpi=0.18;
MW FRS (envelope) gable end zone and C-C Comer(3) zone; cantilever left and right exposed; porch left and right exposed;C-C for
members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qua111ied building designer as per ANSVTPI 1.
4) Gable studs spaced at 2.0.0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will
lit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 2 and 174 lb uplift at
joint 4.
8) This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the
Bottom Chord, nonconcurrent with any other live loads.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y4" gypsum
sheetrock be applied directly to the bottom chord.
Q WARNING - Verily design parameters end READ NOTES ON TN1S AND INCLUDED mrrEK REFERANCE PAGE M1167473 rev. 1&0"016 BEFORE USE.
Design valkl for use only with Mllek® connectors. Ihh design Is based only upon parameters shown, and Is la an L dlMdrud building component, not
a Cuss systom. Before use. the txdldlnp designer must verily the apitlk;ablity of design parameters and property Itaoq)orole this design Into the overall
building design. Bating Indicated Is to lxevent buckling of Individual Irus web and/or chord members only Addtlonal temporary and permanent biacing MiTe k'
6 always requlied for stability and to prevent collapse wllh possUe personal bhhay and rxoperty damage. For general guidance regading TO
lalxk;allon storage. delivery, erecllon and Ixacklg of trusses and trim systems seeANSI/FPI I CuaBly Cdfoft, D$8-89 and BCSI 8ullding Component 6904 Parke East Blvd.
Safety Information avaMlble from bus Rate Institute. 218 N. lee Steel. Suite 312, Alexandria, VA 22314. Tampa. FL 33610
Job russ Truss Type Qty ply 738245
T106604t3
738245 82 Common 16 1 1 Job Reference o Gonal
uT. r..w...•.:.. .... Tr,., u"..e na•vree 0n17 vnn. t
rnencan verroes ouppry, mmm nerm•. v.w.v —vv - - -- - -
ID:r??OCSOkwZVhwY108TM4_yznGrl-oTOSH1 lalrn6f Ro102Yd7Vd9bq?Fg t jt8S_uTRzaScH
1.4.0 3.8-0 7-4-0 e-B-0
1.4-0 3-8-0 3-8-0 1.4-0
40 =
30 =
Scale = 1:19.0
la
LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Vdetl Ud PLATES GRIP
TCLL 20. 1 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.02 6.10 999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1,25 BC 0.33 Ver(TL) 0.02 6-10 999 180
BC LL 0.0 ' Rep Stress Incr YES WB 0.10 Horc(rL) 0.00 4 We n1a
BC DL 10.0 Code FBC2014lrP12007 Matrix-S) Weight: 29lb FT = 20°b
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=344/0.3.8, 4=344/0-3-8
Max Horc 2=40(LC 16)
Max Uplitt2=-174(LC 8), 4=-174(LC 9)
Max Grav2=405(LC 27), 4=405(LC 39)
FORCES. pb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-365/433, 3.4=-365/433
BOT CHORD 2-15=-247/324, 6-15= 247/324, 6.16= 247/324, 4-16= 247/324
WEBS 3.6=-143/254
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.0psf; h=1Sit; Cat. It; Exp B; Encl., GCpi=0.18;
MW FRS (envelope) gable end zone and C-C Comer(3) zone; cantilever left and right exposed; porch tell and right exposed;C-C for
members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
tit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss 10 bearing plate capable of withstanding 174 lb uplift at joint 2 and 174 lb uplift at
joint 4.
6) This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the
Bottom Chord, nonconcurrent with any other live loads.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and YZ" gypsum
sheetrock be applied directly to the bottom chord.
WARNING - Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 61/1-7473 rev. 140=15 BEFORE USE
Design valid for use only with Mllek®connoclors. Ills design Is based only upon paameters shown, and Is fa an Individual building component. nor
a buss system. Beforo use, the bxdld ing designer must verify the applicability of design p alatneters and properly Worpaate 0% doslgn Into tho overall
Additional lempotary and pwmanenl tracing WOWbridingdesign. Biocing Indicated Is to prevent bucldIng of IndIviclual Irtas web and/or chord members only.
Is always recpulred lot stablilly and to prevent collapse with possible personal IMry and property damage. For general guidance tegarding the
fabrication. storage. delivery. eiecllon arxl [racing of musses and inm systems. sdwANSI/TPI I Quality Crltedo, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Tango. FL 33610
Safety Information available tram ltuss Plate Inslilute. 218 N. lee Street. Sully 312. AlexarvJrla. VA 22314.
Job TFUSS Truss Type oty Ply 739245
Tt06fiO4t4
738245 83 Common Geder B e L 1 Job Reference (optional)
AmencCan 9u110019 soppy, wtnrer Haven, rraroe a.wev
ID:r??OCSOkwZVhwY108TM4_yznGrl-HI_gUNJC38vzHbNDZm3sgjAMIDK5PRYON6jn?tzaScG
1.4.12 3.7.4 7.2-8 B•7.4
1.4.12 3.7.4 3.7.4 1.4-12
Scale = 1:21.9
40 =
r9R
20 11 20 11
LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Veri(LL) 0.01 7-8 999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(R) 0.02 7.8 999 180
BCLL 0.0 ' Rep Stress Incr NO WS 0.32 Horz(TL) 0.00 6 We Na
BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 100lb FT = 20%,
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins, except
BOT CHORD 2x6 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 1-1-4 except (jl=length) 9=0-3-8, 7-_0-3.8.
Ib) - Max Horz 10=-52(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) except 10= 238(LC 4), 6=-240(LC 5), 9=-990(LC 4), 7=-981(LC 4)
Max Grev All reactions 250 lb or less at joint(s) except 10=459(LC 1), 6=465(LC 1), 9=2115(LC 1), 7=2097(LC 1)
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2.3=-1709/829, 3.4_ 1709/829, 2.10= 1445l709, 4-6=-1445l709
WEBS 3-8=-579/1165,2-8=-768/1654,4-8=-768/1654
NOTES-
1) 2-ply truss to be connected together with 10d (0.131'XW) nails as follows:
Top chords connected as follows: 20 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6.2 rows staggered at 0-5.0 oc.
Webs connected as follows: 20 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=1511; Cat. II; Exp B; Encl., GCpl=0.18;
MW FRS (envelope) gable end zone; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip
DOL=1 60
5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will
fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 10, 240 lb uplift at joint 6
990 lb uplift at joint 9 and 981 lb uplift at joint 7.
10) This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the
Bottom Chord, nonconcurrent with any other live loads.
11) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design o1 this truss.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2229 lb down and 1110 lb up at
2-5-7, and 2229 lb down and 1110 lb up at 4-8-15 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
Q WARNING - Verily daWfin prnmofom and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE M67473 rov. ISVXWIS BEFORE USE.
Doslgn v.k1 For use only v4th Mllek®conneclas. "design Is based only upon paranelers shown. and Is for an IndivkArd bolding component nol
a Was system. Belote trio, rho building deslgnor mint verity the appllcaLtliy, of design parameters and properly Waiporato this design Into the over.'
btAding design ®acing Indicated Is to pevenl Ixrcidbhg of Indlvkftral truss web and/or chord members only. Additlonrll lemlwrary and permanent brocbtg M iT.ek'
6.ways impked to slab91ty and to prevenl coticpse wllh possible personal Iniury and popany damage• rot genoal guldahce regarding the
krtxicatlon. storage. delivery, erection aryl bracing of trusses and inns systems, seeANSI/Tpll Quality Criteria, DSB-89 and SCSI BuUftg Component 6904 Parke East Blvd.
safety Information available bon bras Plate Inslltute. 210 N Loa Streel. SWIe 312. Aloxandria. VA 22314. Tompa. FL 33610
Job rush Truss Type ty P y 7382R5
Tt0660414
73e245 83 Common Girder 9 e L tionalJobetereneeo
LAn J1r. mG I •5 9mf7 Dwn'J
Amerman BYrraere Supply. winter maven. frorraa JJeev .,.---- 1..___._.._.__...___.-_-_.--__ ------
I D:r??DCSOkwZVhwYlOSTM4_yznGrl-Hf_q UNJC38vzHbN DZm3sgjAMIDK5PRYON61 R?tzaScG
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vern 1.2= 54, 2-3=-54, 3-4=-54, 4-5=-54, 6-10=-20
Concentrated Loads (lb)
Vert: 12=-2229(B) 13=-2229(B)
Q WARNWG - VwNy doelyn parameters and READ NOTES ON TIBS AND WCLUDEO NrrEK REFERANCE PAGE ND7473 rev. IMW IS BEFORE USE
Design valid lot use orgy with Mllek® connectors. Ihls design Is lased orgy upon Imamelers shnown, and Is lot an Indmducd binding component. nor
o Was syslein. Before uso. the txDding designer rntist verity the aWIcalAlN of design laramelers and properly incorporate this design Into the overall
1x0dtng design. machg Indicated K to prevent buckling of IrKfWtxg Iruss web and/or chord membets orgy Addtlonal temporary and permanent bracing M iTe k'
Is always recpbed rot statAlly and to prevent collapse vAth poss"o personal I fury and properly damage. For general guidaoe regarding the
fabricatlort, storage, delivery, erectkxn and Ixcrcfrng of Inasos and Inns systems seeANSI/TPIT Cuailly C4tedo, D$11-89 and I1CSI BulklIng Component 6904 Poke East Blvd.
safety =Motion ovdlable from buss Plate Inslikile, 218 N. Lee Stroet. Suite 312. Alezanddo. VA 22314. Tampa. FL 33610
Job Truss Truss Type oty Ply 738245
Tt0660415
736245 CJ1 Jock -Open 6 1
Job Reference o Lionel
r.... Tr... u... m nc De -AK inn Dnn. i
AmeIKOn Bur Idols Supply. Wolof noven,
I D: r??OCSOkwZVhwYIOBTM4_yznG rl-Hf_gU NJC38vzHbN DZm3sgjALhDODP VTON61 R?tzaScG
1.4-0 1-"
1.4-0- 1-0_0
Scale = 1:6.8
30
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Qoc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 999 240 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 5 999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0,00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-M) Weight: 5 lb FT = 20%
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
REACTIONS. (lb/size) 3=3/Mechanical, 2=147/0-8.0, 4=-SJMechanical
Max Horz2=40(LC 12) Max
Uplift3=-2(LC 12), 2=-83(LC 8), 4=-5(LC 1) Max
Grav3=7(LC 3), 2=147(LC 1), 4=14(LC 8) FORCES.
Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING -
TOP
CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT
CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES-
1)
Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Encl„ GCpi=0.18; MW
FRS (envelope) gable end zone and C-C Corner(3) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) '
This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit
between the bottom chord and any other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 3,83 lb uplift at joint 2 and 5
lb uplift at joint 4. 6) '
Semi -rigid plichbreaks with fixed heels' Member end lixity, model was used in the analysis and design of this truss. Q
WARNING - Verily doWtn pwameron and READ NOTES ON THIS AND INCLUDED MftEK REFERANCE PAGE MF7177 MV. 1493MIS BEFORE USE Design
valid to use only with MlleM connectors. Inls design is based only upon paa metem stwwn. and Is lot an Individual building component, not a
truss system Beloto use. the building designer must verify the applicability of design MOnfelors arnl Ixolxrty h1COrl0101e IhIS design Into the overall brltdng
design. Brocing Indicated Is to prevent buciding of Individual truss web and/of chord members only. Addllonal lemporary and permanent bracing WOW Is
always required for stability and to prevent collapse vAlh possible personal IVW and property damage. Rx general guidance fogadhng the labrk;
atbn. storage, delivery, election and bracing of inrsses and Iniss syslems, weANSI/IPI I Cuatify Criteria, DSO-89 and SCSI Wilding Component 6904 Parke East Blvd. Safety
Information available horn If= Plate Institute, 218 N. foe Street. Suite 312, Alexandria. VA 22314. Tomps. FL 33610
Job Truss Truss Type 738245
Tt0660416
738245 CJ3 Jack -Open 10tya 1
Job Reference o Uonal
tM Tx.. u.. — nt: *. Ac 9nt7 Pwnw t
AmetKan outraere Juppy. warner never. nonce oaoov
ID:r??OCSOkwZVhwYIOSTM4_yznGrl-ISYCi1JggS1quyO7Ta5DwiWRdm68yjAemT XJzaSeF
1.4.0 3."
14.0 3-"
20 =
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud
TCLL 20.0 Plate Grip DOL 1,25 TC 0.20 Vert(LL) 0.00 7 999 240
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(rL) 0.01 4-7 999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a rl/a
BCDL 10.0 Code FBC2014lrP12007 Matrix-M)
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
REACTIONS. (lb/size) 3=57/Mechanical, 2=205/0-8-0, 4=27/Mechanical
Max Harz 2=76(LC 12)
Max Uplift3=-43(LC 12), 2=-75(LC 12)
Max Grav3=57(LC 1), 2=205(LC 1), 4=44(LC 3)
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown.
Scale = 1:11.1
PLATES GRIP
MT20 244/190
Weight: 12 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3.0-0 oC pudins.
BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
NOTES-
1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf,, BCDL=6.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18;
MW FRS (envelope) gable end zone and C-C Corner(3) zone;C-C for members and forces & MW FRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will
fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43lb uplift at joint 3 and 75 lb uplift at joint
2.
6) 'Semi -rigid pitchbreaks with lixed heels' Member end fixity, model was used in the analysis and design of this truss.
0 WARNING - Verify design penmetem and READ NOTES ON THIS AND INCLUOEO MrrFK REFERANCE PAGE A07473 rov. l aV302015 BEFORE USE.
Deslgn vall d for use only vAlh W lek® connectors. lids design 6 based oNy u pm parameters shown, and Is lot an Indh kAral butdi ng component. not
a Miss system. Before tore, the building designer must verily Iho applicability of design puvameters and property hcotpotale this design Into the overall
Addlllortal temporary and permanent boating MiTek' b/ding design. Bracing indicated Is to prevent buciding of Individual Intss web and/or chord members orgy.
Is always regutied lot slotAlly and to prevent collapse with possible personal Wtey and p ioperty damage. For goneral guidance regarding the
IaMk:c lion. storage. dellvety. erection and txoolng of intsses and Intss syslmns. woANSIMI I Quality Criteria, DS8-69 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avdWble torn Truss Rote Institute. 218 N Leo sboet. StAlo 312. Alexandria. VA 22314. Tango, FL 33610
Job Truss Truss I ype Oty Ply738245
T10660417
738245 CJS I'ack-Open 8 1
Job Reference (optional)
American aurlflers supply. wMier Moven. Fiemae 3JeeV ..v.v.-v,. v^T. • ._,_.
ID r110CSOkwZVhwYlOOTM4_yznGrl-ISYCi)JggSlquyO7Ta5DvAV1dkJ8y)AcmT XJzaSeF
5.0-0
1 4.0 - - 5.0.0 ,
2x4 =
LOADING (psi) SPACING- 2-0.0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29
TCDL 7.0 Lumber DOL 1.25 BC 0.17
BCLL 0.0 ' Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2014lrP12007 Malrix-S)
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
REACTIONS. (lb/size) 3=1 01 /Mechanical, 2=292/0-8-0, 4=44/Mechanical
Max Horz2=114(LC 12)
Max Up11113— 78(LC 12), 2=-97(LC 12)
Max Grav3=101(LC 1), 2=292(LC 1), 4=74(LC 3)
FORCES. (Ib) - Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown.
Scale = 1:15.3
DEFL. in poc) Well Ud PLATES GRIP
Verl(LL) 0.02 4-7 999 240 MT20 244/190
Verl(TL) 0.04 4.7 999 180
Horz(TL) 0.00 2 n/a We
Weight: 18lb FT = M0
BRACING -
TOP CHORD Structural wood sheathing directly applied
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpl=0.18;
MW FRS (envelope) gable end zone and C-C Comer(3) zone;C-C for members and forces & MW FRS for reactions shown, Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will
lit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 3 and 97 lb uplift at joint
2.
6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum
sheetrock be applied directly to the bottom chord.
wARNWG . Verily design par4merore and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE NIF7473 rev. 109302015 BEFORE USE.
Design valid for use only wllh Mllek® connectors. INs design E based only ut»r1 paameters shown. and Is for an Individual Wilding component. not
a lims system. Before use. the LxdldIng designer must verily the opplIcaWlly of deslpn parameters and properly incorporale this design Inlo The overall
IxBdIng design. BrachU Indicated Is To prevent Ixrckling of Individual Inrss web and/or chord members only. Addillonal Temporary and permanent black* WOW
It always required la staWlly and to Ixevenl collapse wllh possmle personal In W and property damage. For general guidance regarding Brie
storage, delivery. erectlon and bracing o1 Trusses and truss system& X*ANSI/IPI I Quality Crilerlo. DSB-89 and SCSI SulmIng Component 6904 Parke East Blvd.
Safety IMamollon ovdiloble from Truss Plate Institute. 218 N. lee Street, Sullo 312. Alexandria. VA 22314. Tempo. FL 33610
Job Truss Truss Type ty 738245
T10660418
738245 EJ7 Jack -Open 4 1
s..n-w.
Job Reference o ironal
e ,n.e wT.L r..A........ 1.... Tn,. LM, f. nR 7I•77n17 Pnnwt
American Builders supply. winter Pleven. Peondo 3J**V--
ID:r11DCSOkwZVhwYlOSTM4_yznGrl-D26bv3KTbm9hWvXchB5KISFe31 t8tPzJgOCY3mzaSeE
A-4.0 7.0-0
1.4-0 7.0-0
Scale = 1:19.6
3x4 =
7.0-0
7-0-0
Plate Offsets MY) 12:0.1 2 Edgel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In poc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Verl(LL) -0.18 4-7 >470 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(Q -0.27 4-7 >304 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n1a
BCDL 10.0 Code FBC2014lrP12007 Matrix-S) Weight: 24 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (lb/size) 3=144/Mechanical, 2=382/0.8-0, 4=60/Mechanical
Max Horz 2=151(LC 12)
Max Upllll3=-112(LC 12), 2=-120(LC 12)
Max Grav3=144(LC 1), 2=411(LC 25), 4=303(LC 27)
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
BOT CHORD 2-9=-835/1371
NOTES-
1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst; h=1511; Cat. II; Exp B; Encl., GCpi=0.18;
MW FRS (envelope) gable end zone and C-C Extedor(2) -1.4-0 to 4.8.0, Interior(1) 4-8.0 to 6.11-4 zone;C-C for members and forces &
MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.OpsI on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
lit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 3 and 120 lb uplift at
joint 2.
6) This truss has been designed for a moving concentrated load of 250.0Ib live located at all mid panels and at all panel points along the
Bottom Chord, nonconcurrent with any other live loads.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum
sheetrock be applied directly to the bottom chord.
0 WARNING - Verity des/pn parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE w7473 rov. 1603 V I S BEFORE USE.
Desim valkl lof use orgy vAlh Milek® connectors. tints design Is based orgy upon parameters shown, and Is for an trndlvkAral building component. rot
a Olin bsystem. Belore use. the uildtrng designer must verity the apolcabllly of design "amelans aril Ixoporly tricapoiate this design Into the overall
Ac"llonal lempaay and Immanent bracing WOWbuildingdesign. Bating Indicoled Is to prevent bucklbV of Individual truss web and/or chord members only.
It always required for stability and to Ixevenl collapse wllh possible personal trN+Y and lxopeny damage. For general guidance iegosding tine
kAxlcallon, storage, delivery, orecibn and bracing of Irtmes and him systems. seeANSI/IPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Pork* East Blvd.
Tempo, FL 33610
Salary Information available kom Olin Plate Institute. 218 N. Lee Street. Sulle 312, Alexandria. VA 22314.
ob Truss Truss Type City Ply 738245
T106604t9138245EJ9JACK -OPEN 44 t
Job Reference (optional)
n 1 Dwn
AFF19man ourraers ouppry. rvmler nvven, rgnve .a.wov..-_--..r.._-_._.._._.._..___...__._.._ _ _ -
ID:r11OCSOkwZVhwY108TM4_yznGrl•D26bv3KTbm9hWvXchB5K18F1w1 xttOCJgOCY3mzaSeE
5.4.3 9-0.0
5.4-3 3.7.13
3x9 = 30 =
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Veri(LL) 0.31 6.9 342 240
TCDL 7.0 Lumber DOL 1.25 BC 0.67 Ven(TL) 0.52 6-9 207 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 2 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S)
LUMBER -
TOP CHORD 20 SP N0.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (Ib/Size) 4=72/Mechanical, 2=435/0-8-0, 5=227/Mechanical
Max Horz2=188(LC 12)
Max Uplift4— 63(LC 12), 2=-116(LC 12), 5=-80(LC 12)
Max Grav4=72(LC 1), 2=441(LC 26), 5=356(LC 25)
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-10-3151137 BOT CHORD 2-
11-303/1708, 2.12=-27t3/264, 6.12=-278/264 WEBS 3.6=-
311/327 Scale, 1/2'=
T PLATES GRIP MT20
244/190
Weight: 36 lb
FT = 20% BRACING - TOP CHORD
Structural
wood sheathing directly applied. BOT CHORD Rigid
ceiling directly applied. NOTES- 1) Wind:
ASCE
7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.opsl; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope)
gable end zone and C-C Extedor(2) -1-4-0 to 4-8.0, Interior(1) 4-8.0 to 8-11.4 zone;C-C for members and forces 8 MW FRS for
reactions shown; Lumber DOL=1.(>0 plate grip DOL=1.60 2) This truss
has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss
has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the
bottom chord and any other members. 4) Refer to
girder(s) for truss to truss connections. 5) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 4, 116 lb uplift at joint 2 and 80 lb
uplift at joint 5. 6) This truss
has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent
with any other live loads. 7) This truss
design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and *"gypsum sheetrock be applied
directly to the bottom chord. Q WARNING - yed/
y dadyn peramerere and READ NOTES ON THIS ANDWCLUDED MrTEK REFERANCE PAGE MA7473 rov. IO'MOIS BEFORE USEDesign valid la
use only vAlh Wlek®conneclon. Itds design Is Iced only upon "amelets shovn', andis lot an Individual tAAdhng component not a flboss system. Below
use, the ildIngdesignermustveritytheapplkcANlryparametersaiOfdesigndpropertyIncorporatethisdesignIntotheoverdlbuildingdesign. Bracing Indk:ated
Is to txevenl brckWV of IrndNklucd truss web and/or chord members only. Addlllonal lempotory and permanent Ixacing WOW It always recRdred for stability
and to txevent collcrw with possible personal h W and property damage. For genetal guidance tegadlng the fdxlcatlon, storage. delivery. eroctlon and
Mating of trusses and Inns systerms. WeANSIffPI I Quality Critoda, DS5-69 and SCSI Building Component 6904 Parke East Blvd. Safety Infarmatron avdlablo Dom Russ
Rate Institute. 218 N. Leo Sheet. Suite 312. Alexandria. VA 22314. Tampa. FL 33610
Job T russ Truss Type Oty Ply 738245
710660420
738245 HP Diagonal Hip Glider 4I 1
Job Reference (optional)
C•JA w0 Tar) Dwn
American Builders supply. winter Haven. Ylorrao JWVV .., - -1... ...... ..-..-•-...___...-_. ..._.
I D:r??OCSOkwZVhwYlOSTM4_yznGrl-hEgz6PL5M3HY626oEucZlLnrORNdcpVT34y5cCzaScD
t-10.10 5.10.6 9.10.1
1.10.10 5.10.6 3.11.11
Scale = 1:22.7
2x4 =
3x4 =
5.10.6 941-9
5.10-6 3.10-3 0.1.8
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In pot) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Ven(LL) 0.02 7-10 999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) 0.06 7-10 999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(TL) 0.01 6 We n1a
BCDL 10.0 Code FBC2014RP12007 Matrix-M) Weight: 41 lb FT = M0
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
WEBS 20 SP No.3
REACTIONS. (lb/size) 4=93/Mechanical, 2=407/0.10-15, 6=304/Mechanical
Max Horz 2=162(LC 22)
Max Uplilt4=-71(LC 4), 2=-217(LC 4), 6— 89(LC 8)
Max Grav4=93(LC 1). 2=478(LC 19), 6=304(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-11=-606/155, 11-12=-594/160, 3-12=-564/166
BOT CHORD 2.14— 240/570, 14-15= 240/570, 7-15= 240/570, 7.16_ 240/570, 6.16= 240/570
WEBS 3-6=-627/265
NOTES-
1) Wind: ASCE 7.10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18;
MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
3) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will
fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 4, 217 lb uplift at joint 2
and 89 lb uplift at joint 6.
6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss.
7) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 57 lb up at 1-6.1,
72 Ib down and 57 Ib up at 1-6-1, 23 Ib down and 35 Ib up at 4.4-0, 23 Ib down and 351b up at 4-4-0, and 40 Ib down and 78lb up at
7.1-15, and 40 Ib down and 78 Ib up at 7.1.15 on top chord, and 151b down and 9 lb up at 1-6-1, 15 Ib down and 9 Ib up at 1.6.1, 5 Ib
down and 1 lb up at 4-4-0, 5 lb down and 1 lb up at 4-4-0, and 20lb down at 7-1-15, and 20 lb down at 7-1-15 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase--1.25, Plate Increase=1.25
Uniform Loads (pit)
Van: 14=-54, 5-8=-20
Concentrated Loads (Ib)
Vert: I1=113(F=57, B=57) 13=-49(F=-25, B=-25) 15=-9(F=•5, B=-5) 16=-32(F=-16, B=-16)
Q WARNING. Verily d@Wgn porametem and READ NOTES ON THIS AND INCLUDED Nr7EN REFERANCE PAGE Mll-7473 rov. IM302015 BEFORE USE.
DWJgn valid for use only with Mllek® connectors. tNs design Is lxsed only upon paameters shown. and Is for an Individual bu0ding component. not
o truss system. Belore lose, the lxllclaV designer must vedy, the opplicc"Ity, of deAp Mameters and plopelly Incorpotale Ihb design Into the overall
btOding design. Biacing Indicated b to rxevent bucldirtg of h,dfvlducj If m web and/or Chad members only. Additional lemporary and permanent Ixacing M iTek'
Is always rest lied la stalAlly and to prevenl collcgxe with possMe personal InMy and rxoperly domage• For general gt*kF)ce ragarcing the
Wlxlc(ril u staago, delivery, ereCllon and brachtg of intros cord tnrst systems. SeeANSIMI I Quality Criteria, DSB-89 and SCSI Bullding Component 6904 Polka East Blvd
Safety IMormallon ovaltable from Irt= Role Inslllute. 218 N Leo Street. Sulle 312. Alexa cM. VA 22314. Tampo, FL 33610
Job Truss Truss Type ty 8245
T1066042tljb
730245 MGt Ho" Hip Girder 4 t
Reference o tional
Mlenrten Hulloore Supply, w mrer.oven. mma oxev ....,.ow••o.,,•••••-•- -. ...- ..._.._. .___._. .___.. _v_.
I D:r??OCSOkwZVhwY108TM4_yznGr I-9RDLKIMj 7N PPICh?ocBogZK_2rZeLGdcl khf8ezaScC
1.4-0 7-0.0 B-0-0
7-0-0 2-0-0
40 =
4xa = 20 It
7.0-0 tt-0-0
7-0.0 2-"
Scale = 1:22.2
Plate Offsets (X,Y)•- 12:0-2-2 Edge] 13.0.5-0 0-2-01
LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Vdell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Veri(LL) 0.13 6-9 809 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Verl(TL) 0.20 6.9 528 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.25 HOrz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 42 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD
BOT CHORD 20 SP No.2
WEBS 20 SP No.3 BOT CHORD
REACTIONS. (Ib/size) 2=516/0-8.0, 5=615/Mechanical
Max Horz2=153(LC 8)
Max Uplift2= 174(LC 8), 5=-218(LC 8)
Max Grav2=516(LC 1), 5=642(LC 25)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 2-3=-480/110
BOT CHORD 2-10=-507/1202, 2-11=-146/377, 6-11=-146/377, 6-12=-148/399, 5-12=-148/399
WEBS 3-6=-32/645, 3-5=-752/279
Structural wood sheathing directly applied or 5.6.2 oc pudins, except
end verticals.
Rigid ceiling directly applied or 10.0.0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18;
MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
lit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 2 and 218 lb uplift at
joint 5.
7) This truss has been designed for a moving concentrated load of 250.Olb live located at all mid panels and at all panel points along the
Bottom Chord, nonconcurrent with any other live loads.
8) 'Semi -rigid pitchbreaks wilh lixed heels' Member end fixity model was used in the analysis and design of this truss.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 114 lb up at 7-0.0
on top chord, and 315 lb down and 105 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-3=-54, 3.4=-54, 5.7=-20
Concentrated Loads (Ib)
Vert: 6=-315(B) 3=-90(B)
Q WARNING - Vorlly dodyn pitremoters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE UP-7473 rev. 10022016 BEFORE USE.
DesIM Vatic! for use only vAth WOW oonneClas. Rtls design Is based only upon 1':arameters shown. and Is for an hdMduat building cornporxml, not
a buss system. Before use. Itio building designer rnusl verity the applicability of design gxxorneters and popery bncowiale this design Into Ilia overall
building design. Bracing Irxilcated is to prevent bmidtrig of IndMdual truss web and/or chord members only. Additional lempaary and pemanenl bracing M ITek'
is always tecalred for stability and to pevent collcpso with posslile personal Iryuy and property damage. For general guidance regarding 8ne
fablcatlon, storage. dotivery. eiec lion and bracing of trusses and tnm syslerns, soeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Pmke East Blvd.
Safety Information avdlahle floin truss Rate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314 Torripa, FL 33610
Fuss Truss Type oty ply 739245
T10660e22
738245 Pat PIGGYBACK 176 t
Job Reference o ironal
I n o e•ep 2017 v 1
American BYlldeq SuppN. W inter Haven. Fbrrdo 33980 76 s Apr to 2016 lv4Tek Industries. nc. T u Mot 16 6.2 . aps
I D:r??OCSOkwZVhwYlOSTM4_yzn(3r l •9R DLKIMj7N PPICh?ocSogZKyxrhjLJSclkhf 8ezaScC
Scale = 1:18.3
20 11
5
2X4 = 2x4 11
7./•11
7.1.11
LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in hoc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.01 4 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0.01 4 FVr 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 Na n1a
BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 24 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=243/6-0-6, 2=254/6-0-6
Max Harz 2=128(LC 12)
Max UplifiS= 112(LC 12), 2=-65(LC 12)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=6.Opsi; h=1511; Cal. II; Exp B; Encl., GCpi=0.18;
MW FRS (envelope) gable end zone and C-C Exlerlor(2) 0-5-7 to 6-5-7, Intenor(1) 6.5.7 to 7-5-11 zone;C-C for members and forces 8
MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will
fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 5 and 65lb uplift at joint
2.
6)'Semi-rigid pitchbreaks including heels' Member and fixity model was used In the analysis and design of this truss.
7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
WARNING • Verify dedyn parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE M/F7473 rov. 1411132016 6EFORE USE
Design valkf for use only Win Mltek® connectors. this design Is Iwsed orgy upon paramelers shown. and Is for an Individual building component. not
a Into system. Before use, the building designer must verily the) applicablilly of design parameters and properly incotlorole It & design Into the overall
building design Bracing indicated Is to prevent luclding of individual truss web and/or chard members only. Additional lempotary and permanent bracing M iTek'
Is always togtdred for stability and to prevent collapse wllh posse personal Iryuy and properly damage. For general guidance regarding the
fabricatkm, storage. delivery. erection and Mating of trusses atxl Inns systems. seeANSI/IPI I Quality Crlloda, OSS-89 and lCSI Building Component 6904 Parke East Blvd.
Safety Information avdlatNe from true Plate Institute. 218 N. lee Sheet. Sidle 312, Alexandria. VA 22314.
Tampa, FL 33610
Job Truss Truss Type oty Ply 738245
T10660423
738245 PB2 Piggyback 9 1
Job Reference o ironal
n nn.e rr-,. ,-..-...-- ,-- Tom.. -. e ne..f.CM 9n,7 Dwww
American vulraera .lupply. W ime, RDVan, •w- ._ ...__ . _ --,- _ _ --
I D:r??OCSOkwZVhwY108TM4_yznGrl•ddnjX4NLuhXGNMGBMJf 1 Nmt82E 1 s41ZmW ORCg4zaScB
7.5.11 14.11-6
7.6.11 7-5.11
Scale = 1:25.5
06 =
30 =
6 30 =
20 11
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.03 5 Nr 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0,39 Ven(TL) 0.05 5 rt/r 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 4 We n1a
BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 46lb FT = 20%
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 20 SP No.3
REACTIONS. (lb/size) 2=243/12.8.13, 4=243/12-8-13, 6=526/12-8-13
Max Horz 2=57(LC 12)
Max Uplitt2=-96(LC 12), 4=-106(LC 13), 6— 86(LC 12)
Max Grav2=249(LC 23), 4=249(LC 24). 6=526(LC 1)
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown.
WEBS 3-6=-337/234
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=1511; Cat. 11; Exp B; Encl., GCpi=0.18;
MW FRS (envelope) gable end zone and C-C Extedor(2) 0-5-7 to 6-5-7, Interior(1) 6-5-7 to 7-5-11, Exterfor(2) 7-5-11 to 13-5-11
zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 2,106 lb uplift at joint 4
and 86 lb uplift at joint 6.
7) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
WARNING. Vedry dodgn panmafoni and READ NOTES ON 7N1S AND WCLUDED MREK REFERANCE PAGE MD-7473 rev, 14119 I S BEFORE USE
Design vtlkl for use ordy with liAlek® connectors. Ms design 61xxW orgy upon "ameters shown. and is for to incOvId al hullcIN component not
0 Miss system. Before rso, the txdltYng designer mint verify tho apoicabllly of design IxaOmetem and proporly htcorpa0le Ihlt design Into the oveldl
truss orgy. AddllkxO temporary aW pennanonl bracingbtAclingdesign. 130ctng Irdlcoled Is to Ixovenl buckling of IMMdrxd web and/ol chord members
is alwcrys iequkod lei slafAlty and to prevent colla xe wllh pwssflzile porwr>m hAay rnW Ixoperly damage. For general gtddmce regading the
IcdxlcoliDa storage, dollvery, eiecllon and bochig of frusses and Inns systems, RwANSI/FPII ouaBfy Criteria. DSO-89 and BCSI Bulldhp Component
MiTek*
6904 Parke East Blvd.
Safely Information ovallable hom truss P1010 hulllule. 218 N. Leo Sheet. Sulle 312. Alezandrb. VA 22314. Tampa. FL 33610
russ TrUSS Type Oty Ply 738245
T10660424
738245 V1 Volley 8 1
Job Referenceeo Uonal 7
I I Th Me 16 06.24 50 2017 Pe * 1 AmericanBuildereSupply. Winter Haven. Florida 33880 7 640 s Apr 19 2016 M ek rMusares. nc u r B ID:
r??OCSOkwZVhwYIOSTM4_yznGrl•ddnjX4NLuhXGNMGBMJII NmiD1E5T4msmW ORCg4zaSCB 4•
8.14 9.5.13 4$
14 4.8.14 Scale =
1.17.6 40 =
e
o
4
20
G 2x4 11 20 10
a-5.3 LOADING (
psi) SPACING- 2-0-0 CSI. DEFL. In Qoc) Well Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) rVa rVa 999 MT20 244/190 TCDL
7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) We rVa 999 BCLL
0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a rVa BCDL
10.0 Code FBC2014/rP12007 Matrix) Weight: 29 lb FT = 20°L LUMBER-
BRACING - TOP
CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins. BOT
CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS
20 SP No.3 REACTIONS. (
lb/size) 1=130/9-4-10, 3=130/9.4-10, 4=331/9.4-10 Max
Harz 1=-32(LC 13) Max
Uplift 1 =-47(LC 12), 3=-53(LC 13). 4=-55(LC 12) Max
Grav1=133(LC 23), 3=133(LC 24), 4=331(LC 1) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES-
1)
Unbalanced root live loads have been considered for this design. 2)
Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW
FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 3)
Gable requires continuous bottom chord bearing. 4)
This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit
between the bottom chord and any other members. 6)
Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 47lb uplift at joint 1, 53 lb uplift at joint 3 and
55 lb uplift at joint 4. 7)'
Semi-ngid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q
WARNING. Vanity design parameters and REAO NOTES ON 7711E ANO WCLUOEO M7rEK REFERANCE PAGE MLL7473 rev. rOD3wt5 BEFORE USE. Desl(
p1 valid lot use only vAth Mllek® conneclas. n* desIgn is based orgy upon paameters showrx and Is for an hdlvkAxb bolding component. not a
htas system. Before tze, the tx/Icing designer mtal verify the aWicablily, of design Ixaanelets and Ixopery Incaporato this deslgn Into the overall I"
cling design Bracing Inadicaled Is to Ixevent Ixrclding of kxdlvldual Inns wob and/or chord members orgy. Addllonal temporary and perrnamnl bracalg M iTek_ Is
always required for stability and to lxevent tousle vAlh possible personal hltsy and ixoperty damage. For general guidance regardng the labrIcollm
storage, dolivosy. erection and bracing of trusses and Innss systems seeANSI/IPI I Quality Crllorto, DSB-89 and SCSI Building Component 6904 Pork* East Blvd. solely
Womrallon ovaltable Dom buss Rate Irsillulo. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tempo.
FL 33610
Job Truss Truss Type oty Ply 73a245
710660425
73e245 V2 Volley 6 1 I Job Reference(optional)
American Builders Supply, winter htoven. Frarrao 33960 , wv o np, , e 20,6 ,... e., ,...,.>,.......... ..,v ..W..,.
ID:r??OCSOkwZVhwYIOBTM4_yznGrl•5pL51ONz1 16?WrNwOAGw POLeOapDVvl2AICXZaScA
2.8.14 5.5.13
2-8-14 2.8.14
20 2x4 11
40 =
20
Scale = 1:10.5
Tsq
LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in poc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Ven(LL) n1a n1a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.23 Ven(TL) n1a Na 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 rVa n/a
BCDL 10.0 Code FBC2014/TP12007 Mainx) Weight: 15lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.5-13 oc puffins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=72/5.4.10, 3=72/5.4-10, 4=150/5-4.10
Max Horz1= 16(LC 13)
Max Uphill=-28(LC 12), 3= 31(LC 13). 4=-18(LC 12)
Max Gravl=280(LC 29), 3=280(LC 31), 4=326(LC 30)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=151t; Cat. II; Exp B; Encl., GCpl=0.18;
MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber
DOL=1.60 plate gnp DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28lb uplift at joint 1, 31 lb uplift at joint 3
and 18 lb uplift at joint 4.
7) This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the
Bottom Chord, nonconcurrent with any other five loads.
8) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss.
WARNWO • Vonfly dadpn panamoters and READ NOTES ON 7NdS AND WCLUDED MrrEK REFERANCE PAGE 01,11167,1173 rev. IQ93101S BEFORE US&
Design valid to use orgy vAth Mnek® connectors. Ms design is based orgy upon paiameters shown, and Is to an Individual tAdldhtg component. not
a pus syslem. Before use, the IAAdh o deslgnei must verify the apptlicatAlly of design parameters and properly hncotpoialo Ot6 design Into the overall
building design. ®acing Indicated Is to revenl [)tickling of Individual Inns web and/or chord manners only. Addlllonal tompoiary and permanent bracing M iTek'
is always requited Iar stalAlry, and to prevent collapse vAlh possUe personal ",Fly and property danoge. To; general Guidance tegadng the
Ic"Icallon, storage. delivery, erection and txochng of trusses and Inns systems. seeANSI/IPI I Quality CAtodo. DSB-09 and SCSI f luBChng Component 6904 Parke East Blvd.
Safety Information available from pus Rate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Ten". FL 33610
Symbols
PLATE LOCATION AND ORIENTATION
3/4 Center plate on joint unless x, y
offsets ore indicated.
Dimensions ore in ff-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
0-'hdr
For 4 x 2 orientation, locate
plates 0-149' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
BEARING
Indicates location where bearings
Ono (supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSI/TPII : National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
Drawings not to scale)
1 2 3
TOP CHORDS
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSUTPI 1
section 6.3 These truss designs rely on lumber values
established by others.
2012 MiTek® All Rights Reserved
M!Tek
e
MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal or X-brocing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, Individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design boding shown and never
stock materials on Inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor. property owner and
oil other Interested parties.
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment In accord with ANSI/TPI 1.
8. Unless otherwise noted. moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, at green lumber.
10. Comber is a non-structurol consideration and is the
responsibility of truss fabricator. General practice Is to
comber for dead load deflection.
11. Plate type, size. orientation and location dimensions
Indicated ore minimum plating requirements.
12. Lumber used Shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purllns provided at
spacing Indicated on design.
14. Bottom chords require lateral bracing at 10 tt. spacing,
or less. If no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of on engineer.
17. Install and rood vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use Reviewing pictures alone
Is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI 1 Quality Criteria.
THIS INSTRUMENT PREPARED BY:
Name: J.M. Hillery
Address: 815 S. French Ave. Sanford, FL 32771
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole/ /-
Permit Number: 1 / 7 6 Parcel ID Number:
t..111 0, u e 1111111111111111111
GRANT L OUNTYCLERK, OFCI
IRCUITCOURT
NOLE
C& COMPTROLLER
BK, 8835 Ps 1124 (1P9s) CLERK'
S 0 2017031340 RECORDED
03/30/2017 08:47:18 AM RECORDINGFEES $10.00 RECORDED
BY tsmith 5-
19-30--5,4(p— 100 t- 0040 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 PROPERTY: (Legal description of the property and street address if available) GENERAL
constructing
DESCRIPTION
new
1 story Unit Apartment Complex . %%I c; vo
rY
P P p..iL.— OWNER
INFORMATION: Name:
Coastline Address:
815 S. French Ave. Sanford, FL 32771 vo-Q Fee
Simple Title Holder (if other than owner) Name: V CONTRACTOR: •
Name.
RLH Construction f. Address:
PO Box 0625 Sanford, FL 32772 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 COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA
STATUTES, AND CAN 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
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under
penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to
the best of my knowledge and belief. RT.
Hillery gnalure
owner's Printed Name Florida
Statute 713.13(1)(9):' The owner must sign the notice or commencement and no one else may be permitted to sign in his or her stead' State
of';tCr f (6, County of &L,i n01 e , The
foregoing Instrument was acknowledged before me this 2-q day of iCL" 20 1 11 Qc>
byh1g- 41 YW9%A'% 1 t'lN Who Is personally known to me Name
of person making statement ) 1 (
ORwhohasproducedIdentificationIAtypeofidentificationproduced:f u y u tit— Frances
M. Rivera -Reyes Notary
Public State
of Florida My
Commission Expires 11127/2020 kin
f,f; rniri`i pt,
t4_1(& Notary
Signalfte
Nov 03 17 04:55p Catapano Plumbing Inc 4077307008 p.1
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: -. q 10
Documented Construction Value: S 72, &6&Uyo Job
Address: W • Historic District: Yes No Parcel
ID: Residential DCommercial Type
of Work: New Addddition ID Alteration Repair Demo Change of Use Move Description
of Work: !-A 1,31"to 'Ut. L /% V,&,, r /.14ozeL_ ,/3, t%'w fir' Plan
Review Contact Person: Phone: —%
Dyy Fax: "le 7-- % "%mo' Email: < Property
Owner Information Name .
I "11S /t. " Phone: Street:
City,
State Zip: Title:
s" Resident
of property? : Contractor
Information Name
1 U %"\ ip Phone: V ` J' - Coo Street: •
ko • \ •gypp
cb `
Fax: '`, • 0' 1 oCi(:( City,
State Zip:U-AC [9 L c t Ska State License No.: Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: Bonding
Company: Address:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT vIAY 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 COX,
MENCEMENT. 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, beaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date or application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised:
June 30. 2C 15 Permt Application 1
Nov 0317 04:55p Catapano Plumbing Inc 4077307008 p.2
TICE: 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 regulating construction and zoning.
s,
Signature of 0•xnerfAgent Date
Print Owner,Agent's Name
Signature oPNotar)- State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of /ntractor/Age Date
Print Contr r tb Name
i ture o otary•State of Florida Date
IVE TE MOSQUERA
W COMMISSION 0 00138110
D1ARE3:0atober2,2021
Produced ID Ty of rD
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Alin. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
Nov 0317 04:56p Catapano Plumbing Inc
CATAPANO PLUMBING INC
P O BOX 678521 ORLANDO FL 32867
407-730-7000 FAX 407-730-7008
t y antcatacanoDbellsouth.not
Anthony Mobile 407-947-4772
4— ,f
PROPOSAL,
Proposal Submitted To: Worts Performed At
4077307008 p.3
ce.e Icl•l l W.SM 1
Stow eMl M69-•
Pbmttlny
Meelc•l G••
au. uunu..
N•tw,M •e0 V O••
uN Xtl* •
Date: 10/27t2017
Sheet No:
Name: RLH Construction Project: Maple Project 1 16 Unit A t $Id
Address: Location: 610 W. SPn Street
Date of Plans: 2J14/17
Phone: Architect: WDS Design
We hereby propose to famish the materials and perform the labor necessary forthe completion of
Plumbing as follows: PVC/CPVC
5' out waste and water'
standard residential fixtures: 32 toilets, 32 lays, 32 tubs, 16 water beaters, 16 washer boxes, 16
kitchen sinks, & 6 hose bibs
16) A/C chases
NO sewers, water services, grease traps, condensates, gas, or concrete work
All material is guaranteed to be as specified, and the above work to be performed ut accorterce with the dra
specifications submitted for above work and completed in a substantial workmanlike manner for the sum of.
s***********•*+si*r****+*++*******.********** Dollars $72,000.00
Any alterations or deviation from the above specifications involving extra costs will be --cocuted only upon written
order, and will become an extra charge over and above estimate. All agreements contingent upon strikes, accidents,
or delays beyond our control.
RESPECTFULLY SUBM]=
Catapano Plwnbing, Inc.
Notc: this propeaol may W withdrawn byus irra accepted within 10 days Acceptance
of Proposal The
above prices, specifications and conditions are satisfactory and are hereby accepted. You arree authorized
to do the
work as specified. . /' i Date.
l 3 7 Signature: s
C'ryQza,oPl v t6ru °l
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 17-00000876 Date 11/06/17
Application pin number . . . 576468
Revision number . . . . . . . 2
Property Address . . . . . . 610 W 9TH ST
Parcel Number . . . . . . . . 25.19.30.512-1009-0080
Application type description NEW 5 & MORE FAMILY BUILDINGS
Subdivision Name . . . . . .
Property Zoning . . . . . . . GENERAL COMMERCIAL
Application valuation . . . . 1497100
Application desc
NEW 16 UNIT APARTMENT COMPLEX
Owner Contractor
COASTLINE apartments llc RLH CONSTRUCTION
815 S FRENCH AVE PO BOX 625
SANFORD FL 32771 SANFORD FL 32772
407) 322-0126 (407) 330-7104
Structure Information 000 000 NEW 16
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . . . . . . . NONE
Other struct info . . . . . FIRE ALARM 1
PLUMBING FIXTURES 25.00
NUMBER OF STORIES 1.00
FIRE SPRINKLER SYSTEM 1
SQUARE FOOTAGE 14052.00
NUMBER OF UNITS 16.00
Permit . . . . . . PLUMBING PERMIT - COMMERCIAL
Additional desc . .
Phone Access Code 1011253
Permit pin number 1011253
Permit Fee . . . . 912.00
Issue Date . . . . 11/06/17 Valuation . . . . 72000
Expiration Date . . 5/05/18
Qty Unit Charge Per Extension
150.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 900.00
1.00 6.0000 EA SEWER 6.00
1.00 6.0000 EA WATER PIPING 6.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrichosanfordfl.gov
April 6, 2017 1:37:48 PM blaker.
Water impact fee $12758.50
Sewer impact fee $28737.50
Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
I _r
1
1, 1, J I-)
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 2
Application Number . . . . . 17-00000876 Date 11/06/17
Application pin number . . . 576468
Revision number . . . . . . . 2
Other Fees . . . . . . . . . 01-APPLCTN FEE -PLUMBING 25.00
01-BLDG PLAN REVIEW 4491.00
01-EARLY START AUTHORIZED 250.00
01-FIRE INSPECT -NEW CONST 640.00
01-FIRE IMP-RS 7-2017 3365.16
01-LIBRARY IMPACT FEE 648.00
01-PARKS IMP-RS SINGLE 13035.48
01-POLICE IMP-RS 07-2017 4498.80
01-SEM CNTY RD IMPACT FEE 4140.00
01-SCHOOL IMPACT FEE 24340.00
WD IMPACT:COMMERCIAL 12758.50
SD IMPACT:COMMERCIAL 28737.50
01-BLDG DCA SURCHARGE 1513.32
01-BLDG DBPR SURCHARGE 2270.36
Fee summary Charged Paid Credited Due
Permit Fee Total 912.00 00 .00 912.00
Other Fee Total 100738.12 100689.94 .00 48.18
Grand Total 101650.12 100689.94 .00 960.18
Oper: ANTONINIL Type: OC Drawer: 1
Date: 11/07/17 01 Receipt no: 20185
20
619 W 99TH ST
876
SANFORD, FL 32771
BP BUILDING PERMIT RECEIPTS
S%0.18
CC CREDIT CARD $960.18
Total tendered $969.18
total payment s960.18
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. Trans date: 11/07/17 Time: 14:51:09
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
City of Sanford
Building Division
P.O. Box 1788
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.688.5152
PLAN REVIEW COMMENT
0 Ad
bpi
s
Date: April 13, 2017 Project: Apartment Building
Contact Person: Bob Horian Job Address: 610 W. 9'h Street
Contact Phone Number: Application Number: 17-876
Contact E-mail: bob@suncorproperties.com Contact Fax Number:
ARCHITECTURAL
1. No UL rating for party walls page 7 detail 2.
2. No UL details for penetrating tenant walls if applicable, ductwork, piping, electrical etc.
3. Cannot locate detail for typical framing of interior walls or type of material, wood, metal stud etc.
4. Sheet 1. Wall details appear not to be for this job. Wood walls with anchor bolts, thickened slab at
garage. No garage.
STRUCTURAL
1. See above.
MECHANICAL
1. Cannot locate an exhaust duct plan for bathrooms. Will require exhausting to outside of building.
2. No details for HVAC drain pan and condensation drain detail.
PLUMBING
1. Most apartment buildings I have reviewed have one main plumbing system. Other departments may
have some comments on this when they review your plans.
ELECTRICAL
1., Proposed Building will require a Main Distribution Center. See NEC section 230.71. Section 230.72
requires grouping of disconnects.
2. Riser Diagram to show Main Distribution Center, Subpanel feeds.
3. Electrical Plan to provide electrical load calculations for sizing Main Service.
3. Plans to contain Unit panel legend indicating all circuits, panel manufacturer, voltage rating, circuit
breaker sizes and total load on panel.
4. Cannot locate location of unit panel on plans. Advise.
5. Section R314 ( Residential Code ) requires smoke detectors to be outside each separate sleeping area
in the immediate vicinity of the bedrooms. Not indicated on plans.
5. No emergency lighting for corridors on plans.
6. Submit two complete sets of plans addressing all above items.
Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152.
You may also contact me by e-mail at joy.deen@sanfordfl.gov.
Respectfully,
Joy Deen, Plans Examiner
ARTICLE 230 — SERVICES 230.82
230.72 Grouping of Disconnects.
A) General. The two to six disconnects as permitted in
230.71 shall be grouped. Each disconnect shall be marked
to indicate the load served.
Exception: One of the two to six service disconnecting
means permitted in 230.71, where used only for a water
pump also intended to provide fire protection, shall be per-
mitted to be located remote from the other disconnecting
means.
r
rvmnto,in .----__a_._ %i,"ni.rhn. r.- . e7'3 itittC_Piia en!
g g;ne_ in._n.,_e t no.c. t2 la''8tto'tw
B) Additional Service Disconnecting Means. The one or
more additional service disconnecting means for fire
pumps, emergency systems, legally required standby, or op-
tional standby services permitted by 230.2 shall be installed
remote from the one to six service disconnecting means for
nKmal service to minimize the possibility of simultaneous
interruption of supply. '
C) Access to Occupants. In a multiple -occupancy build-
ing, each occupant shall have access to the occupant's ser-
vice disconnecting means.
Exception: In a multiple -occupancy building where elec-
tric service and electrical maintenance are provided by the
building management and where these are under continu-
ous building management supervision, the service discon-
necting means supplying more than one occupancy shall be
permitted to be accessible to authorized management per-
sonnel only.
230.74 Simultaneous Opening of Poles. Each service dis-
connect shall simultaneously disconnect all- ungrounded
service conductors that it controls from the premises wiring
system.
230.75 Disconnection of Grounded Conductor. Where
the service disconnecting means does not disconnect the
grounded conductor from the premises wiring, other means
shall be provided for this purpose in the service equipment.
A terminal or bus to which all grounded conductors can be
attached by means of pressure connectors shall be permit-
ted for this purpose. In a multisection switchboard, discon-
nects for the grounded conductor shall be permitted to be in
any section of the switchboard, provided any such switch-
board section is marked.
230.76 Manually or Power Operable. The service dis-
connecting means for ungrounded service conductors shall
consist of one of the following:
1) A manually operable switch or circuit breaker equipped
with a handle or other suitable operating means
2) A power -operated switch or circuit breaker, provided
the switch or circuit breaker can be opened by hand in
the event of a power supply failure
230.77 Indicating. The service disconnecting means shall
plainly indicate whether it is in the open'.OW or closed ; on ,
position.
230.79 Rating of Service Disconnecting Means. The ser-
vice disconnecting means shall have a rating not less than
the calculated load to be carried, determined in accordance
with Part III, IV, or V of Article 220, as applicable. In no
case shall the rating be lower than specified in 230.79(A),
B), (C), or (D).
A) One -Circuit Installations. For installations to supply
only limited loads of a single branch circuit, the service
disconnecting means shall have a rating of not less than
15 amperes.
B) Two -Circuit Installations. For installations consisting
of not more than two 2-wire branch circuits, the service
disconnecting means shall have a rating of not less than
30 amperes.
C) One -Family Dwellings. For a one -family dwelling,
the service disconnecting means shall have a rating of not
less than 100 amperes, 3-wire.
D) All Others. For all other installations, the service dis-
connecting means shall have a rating of not less than
60 amperes.
230.80 Combined Rating of Disconnects. Where the ser-
vice disconnecting means consists of more than one switch
or circuit breaker, as permitted by 230.71, the combined
ratings of all the switches or circuit breakers used shall not
be less than the rating required by 230.79.
230.81 Connection to Terminals. The service conductors
shall be connected to the service disconnecting means by
pressure connectors, clamps, or other approved means.
Connections that depend on solder shall not be used.
230.82 Equipment Connected to the Supply Side of Ser-
vice Disconnect. Only the following equipment shall be
permitted to be connected to the supply side of the service
disconnecting means:
1) Cable limiters or other current -limiting devices.
2) Meters and meter sockets nominally rated not in excess
of 600 volts, provided all metal housings and service
enclosures are grounded in accordance with Part VII
and bonded in accordance with Part V of Article 250.
3) Meter disconnect switches nominally rated not in ex-
cess of 600 volts that have a short-circuit current rating
2011 Edition NATIONAL ELECTRICAL CODE
7"5
ELECTRICAL
3. No electrical load calculations for sizing main service.
2. Sheet 3. Electrical table indicates panel location in garage. There are no garages on the plans.
3. Sheet 3. Inner unit, end unit details. No walls shown in details.
4. Sheet 3. Electrical panels indicate AC compressor wattage higher than Air Handler Units. Advise.
5. Sheet 3. Main Service. No conduit or wire sizes from main service to meters. If this a meter center
then provide manufactures specifications.
6. Sheet 3. Electrical Panel indicates main lug only. This will not work without a main disconnect at
meter location.
7. Sheet 3. Conflicting diagrams feeds from meter to units.
8. Sheet 3. Indicates 1/0 Al THW feed from meter to unit. Appears not large enough for panel feed of
143.60 amps. See table 310.15 (B) (7).
9. Submit two complete sets of revised plans addressing all above comments.
Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152.
You may also contact me by e-mail at joy.deen@sanfordfl.gov.
Respectfully,
Joy Deen, Plans Examiner
City of Sanford
Building Division
P.O. Box 1788
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.688.5152
PLAN REVIEW COMMENT
Date: June 21, 2017 Project: Apartment Building
Contact Person: Bob Horian Job Address: 610 W. 91h Street
Contact Phone Number: Application Number: 17-876
Contact E-mail: bob@suncorproperties.com Contact Fax Number:
ARCHITECTURAL
1. Sheet 2. Blurred, cannot read.
STRUCTURAL
1. No comment.
MECHANICAL —/
t x(
1. Cannot locate any supply duct plans. 1 did not Foinment on this on the original plan review.
PLUMBING
1. No comment.
Deen, Joy
From:
Sent:
To:
Subject:
Attachments:
Joy Deen
City of Sanford
Plans Examiner
PH: 407.688.5064
Fax: 407.688.5152
Deen, Joy
Monday, April 17, 2017 10:03 AM
bob@suncorproperties.com'
17-876
17-876.pdf
eC
Deen,Joy
From:
Sent:
To:
Subject:
Attachments:
Joy Deen
City of Sanford
Plans Examiner
PH: 407.688.5064
Fax: 407.688.5152
Deen, Joy
Wednesday, June 21, 2017 10:43 AM
bob@suncorproperties.com'
17-876B
17-876B.pdf
Deen, Jo
From: Deen, Joy
Sent: Wednesday, August 02, 2017 10:22 AM
To: 'bob@suncorproperties.com'
Subject: 610 W. 9th Street permit number 17-876
I sent you a plan review comment letter on June 21, 2017 and have not heard back from you. Please bring me up to
date.
17al, /-IJ
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l
1
W.D.S. Design group
2612 Herbison dr
Orlando, FI 32810
JULY 27, 2017
City of Sanford
Ref: Maple Project 9tn Street Project Application No. 17-876
Project Corrections
1.) PLEASE SEE SHEET 3 BOTTOM OF PAGE FOR CALCULATIONS
2.) PLEASE SEE ELECTRICAL LAYOUT, IN HALLWAY E.P. IS INDICATED WHERE
THE ELECTRICAL PANEL IS LOCATED
3.) PLEASE SEE DETAIL PAGE FOR TYPICAL FRAME WALL DETAIL.
4.) PLEASE SEE ELECTRICAL CALCULATIONS ON BOTTOM OF ELECTRICAL PAGE
S.) PLEASE SEE -ELECTRICAL RISER -DIAGRAM -ON THE ELECTRICAL PAGE
6.) PLEASE SEE GANG BOX DETAIL FOR THE MAIN. SHUT OFF ON THE
ELECTRICAL PAGE.
7.) PLEASE SEE ELECTRICAL RISER DIAGRAM, BOTH INDICATE A 2/0 WIRE SIZE
8.) PLEASE SEE NOTES AT THE GANG BOX DETAIL AND ALSO NOTES ON THE
ELECTRICAL RISER DIAGRAM
Steven A
THIS ITEM HAS BEEN ELECTRONICALLY
SIGNED AND SEALED BY SA. t
ENH e p n e rHEPNERUSINGADIGITALSIGNATUREE. EPNERPRINTED
COPIES OF THIS DOCUMENT = ARE
NOT CONSIDERED SIGNED AND AR0106
SEALEDANDTHESIGNATUREMUSTBEsyL RespectfullyVERIFIEDONANYELECTRONICCOPIESSteven
Hepner—04'00' form
works architecture p o box 540344 orlando, fl 407.4 .1 9 • C
City of Sanford
Engineering And Planning Department O ' IAPPROVALNOTICE1877-11
To: Larry Poliner — RCE Consultants, LLC
Email: rceconsultants@cfl.rr.com
From: Michael T. Cash, Planning Engineer
City of Sanford
Planning and Development Services
Date: October 5, 2015
You should receive 1 page(s) including this cover sheet
Subject: Approved ENGINEERING PLANS for: Maple Avenue Apartments
On October 5, 2015, the Development Review Team approved the ENGINEERING PLANS for MAPLE
AVENUE APARTMENTS, received October 5, 2015 located at 610 W. 91h Street.
Approval of these plans is subject to specific conformance with the City of Sanford's Land Development
Regulations and any special conditions approved by the City Commission as may be outlined below. It is
the responsibility of the developer to correct any deficiencies with the plans as constructed which result
in a failure to comply with all applicable City, State and Federal regulations. Approval of these plans does
not constitute a waiver of any code requirements nor does it relieve the developer of the responsibility
to meet those requirements. This approval is subject to the following stipulations:
1. All construction must meet all City of Sanford Codes and Land Development Regulations.
2. All other permits required for this project must be obtained. An EPA Notice of Intent (NOI) for
Stormwater Discharge Associated with Industrial Activity Under an NPDES Permit must be filed
with EPA for all sites which are one (1) acre and greater.
3. As-builts and Certificate of Completion from the engineer of record as specified at the Pre -
Construction meeting to be submitted to the City prior to C.O.
4. All easements and right of way dedications, if any, must be conveyed to the City prior to Site
Development Permit issuance.
5. The developer shall provide landscaping adjacent to the dumpster enclosure. Coordinate with
Sabreena Colbert for planting specifics.
Prior to the issuance of a Site Development Permit, a completed Site Development permit application and
a contractor's or engineer's certified cost estimate shall be submitted for review and approval. In addition,
a pre -construction conference is required and will be scheduled by this office no earlier than 72 hours
after receipt of the Site Development permit application and cost estimate. The Site Development permit
and approved plans will be released at the pre -construction meeting upon receipt of the permit fee.
Building Department Permits may not be released prior to the issuance of the Site Development Permit.
This approval is good for a period of one year. A Site Development Permit must be obtained and
construction started within that time period or this approval will expire.
If you have any further questions, you may contact my office at (407) 688-5148.
T:\Development Review\06-Post Approval-PreCon\Approvals\2015\Maple Avenue Apartments - 610 W 9th Street.apr.2015.docx