320 Placid Lake Dr; 17-2490; ROOFt
u A
AUG 15 2017
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1 d g J o
Documented Construction Value: $ 6" D 0
Job Address: _2,0 r1('tidG1 Lake, Priye
Parcel ID: U &-1,0
Historic District: Yes NOA
Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: —p-on
Plan Review Contact Person:
Phone: Fax: Email:
Property Owner Information
Title:
Name !U`JhCl 4- %ilI SqY Phone: % 7i"l % Qej
Street: Ab t ff!l L-' Resident of property?
City, State Zip: C lL i`c
Contractor Information
Name 64yttkoo
Street: Ji Q U Pk')Lk
City, State Zip: Q A E
Phone: 01 _1 Z2 ' (
Fax:
State License No.: &6- 1 ?() 3 3
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
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: 5th 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 Fpd zoning.
Signature of Owner/Agent Date Signa - of Contracto gent ate
L6o 94 Y
Print Owner/Agent's Name Print Contractor/Age 's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature ofNotmid - --
t
f Q• _ •
DEBBIE BLANT 14
7648yYCUAMWONr1801
Otc
bary 25d29E`DPr , FaUSOewirrnUnderwriters rsoLc7F Contractor/AgentisPersonallyKnown
to Me or 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: 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
P.O.'
a i ry o'ns ructio6, Inc.
m asimo construction,, inc. hoofingContract/Proposal
Address, 3715 Pembrook Drive insurartct t_ _ 4
Orlando, FL 32810 Adjuster:
Phone: (407) 92M500 Clahn
Staff -Certified Roofing Contractor - CCC132I;033 Phone:
State -Certified General Contractor CGC1509548
Brad Pollack, Contractor
r
CU5tA1n t' itlftrne:a"' I sue?', iiate:"%^
r _`
fr g
Address: CltylSkate/SIP:
Home Phone: _. Cell- r9 Work Phone: --- -
SPECIFICATIONS OTHER PROPERTY CONDITIONS
Whemove roof to existing click layers,
Q icefwater Shield Yes , _ No
F_ach additional layer $ ]Sq. (•100 Sq. Vt.) El Existing Water amago Yes No
6te-nail existing dock to moot uplift codes.,.> 0 Existing Driveway Dainnon, __ Yes No
9or. C h f .; lnstall _,s r _ theta) drip edge around Vt)rinleter of roof.
Q Skylights: _
Q Leaks: - -
tell lead boots to pipes 1'/d' - - - Z" 3" ...
nstall Gooseneck vents 4" loll LJ Interior Damage:
3' Hurricane IVlltigation Retrofit D Emergency Ropalr Yes - No
L7 pply AS TM 30# Felt Paper to plywood dock. Q Tapered lnsulatlon' Yes No
r
Sq.FLofMETAUSHINGLESfTILE/SHAKES/FIAi
WORK INCLUDES:Apply'
Remove fresh fromm roof, gutters and yard. QStyleofrooftobeinsalleYA00c ")
ng whore
applicable.pretoct tandsoapi Manufacturerofroofing
system: Roll yard with
magnetlo roller. nstall ridge vent'
along pe11 ak of roof: Addi'I. en Furnish permit2
year warranty
Additionalchar as of $
70 er elicit ifdnck3n re lacement Is needed which ! oni visible a on tsar -of tl P - 9p Y P f oxistlnq roofing materials. WE h'R01•'
OSE r. To furnish material
and labor complete in accordance with specifications above for the sure of $ SPECIAL ftJS F
JCTlf5t 5... , _ i <, ..., . PAYAUNT S.) EDITLE 1 t 50%
T)Ci
WN PAS"MiN7' Plti ()lt ('O OtiDL'+'RING fVfA' 7RIALS t'AXMf>IV7['
AN ;<'UJGL UPON C;OMr3_,r•k'ION EARNEST <2NI 8T
DEPOSIT.La $500.00 Q $1000.00' Q $'. DOWN PAYMENT $ RNAi,
PAYtv1P I '
T $ ACCEPTANCE 0F .AAGREEM.
IGN71' This agreoment'is
subject to Insurance company approval and does not obligate the hornoownor or Milsirno Construction, Inc:. to any way unless it is approved
by the insurancc:company and accepted by Masimo Construction, Inc, By signing this agrooment you authorize us to negotiate the ropairs at
a price, agreeable to tree insurance cornpany and Masimo Construction, inc. atTHF- INSURANCC D-D.
Crl___ f1ND, 5 PROV_iDED EE_SEWHERr; It_THIS.AGREEMEN'C The, final prico agreed on between the insurance company and Masima Constni0tion,
Inc. shall become the final contract price and Masinlo construction, Inc. will receive all insurance proceeds for tho work contpleted by
Masimo Construction, Inc. THREE DAY RIG,
OF RESCISSION THIS WRITTEN, AGREEMENT
HEREBY SERVES AS NOTICE THAT I MAY CANCEL, THIS. OGR >"MI NT
Ai' ANC' TIME PRIOR TO MIDNIGHT OF THE THIRD BU INESS DAY AP'F --R THE DATE; F THiS AGREEMENT.
Owner Signature _— - - _ T
Y j
E Acce >
ted
h
rftsimo Construction, Inc.lRepresentativc. X-_ >+!? Insurance Garrm No. -------
Event_sbeyond the control
of Masinlo'Construc:tion, Inc. may r lusey'ile{aye t0the projocted star] date orostimatod tune of comple Lion. Such delays do not constitute abandonment
and are.not included in calculating tine frames for payment or perrortnanco. THE TERMS AND CONDITIONS ON THE REVERSE-: SIDE OF
THIS PAGE ARF: A PART OF THIS AGREEMENT. WHITE • HOMEOWNERS COPY YELLOW -
SALESMANS COPY PINK - OFFICE COPY
This contracfand any agreement made pursuant thereto is between Masimo Construction, Inc. hereinafter referred to as the
Contractor, and the customer(s) named herein on the reverse side will be subject' to all appropriate laws; 'regulations and
ordinances of the State of Florida and upon the following Items and conditions.
1. All contracts are subject to approval of our credit department and office without exceptions. The person executing this
contract must obtain the approval of the officer of the Contractor for this contract to be effective under any. conditions.
2. SHOULD DEFAULT BE MADE IN PAYMENT OF THIS CONTRACT, CHARGES SHALL BE ADDED FROM THE DATE THEREOF
AT A RATE OF ONE AND ONE HALF (1%) PERCENT PER MONTH (18% PER ANNUM) WITH A MINIMUM CHARGE OF $2.00
PER MONTH, AND 1F PLACED IN THE HANDS OF ATTORNEY FOR COLLECTION, ALLATTORNEY FiES AND LEGAL AND,
FILING'FEES SHALL BE PAID BY CUSTOMER ACCEPTING SAID' CONTRACT:
3. The Contractor shall have no responsibility for damages from rain, fire, tornado, wrindstorrn; or other perils, as Is normally
contemplated to be covered by HOMEOWNERS INSURANCE or BUSINESS RISK INSURANCE or unless a specified written
agreement is made therefore prior to cornmerrcerrregrt of the work.
4. The quotation on the face hereof noes not include expenses or charges for bond Insurance premiums or costs beyond
normal insurance coverage and any such additional. expenses, premiums or costs shall be added to the amount of the
contract.
S. Replacement .of deteriorated decking, :fascia boards, roof jacks, ventilators, flashing or other material unless otherwise
STATED IN THiS CONTRACT, are NOT iNQLUDED and will be charged as an extra on a time and matorial basis.
6. This proposal will expire 30 days from the date accepted unless extended in writing by the Contractor. After thirty f 30) days,
the Contractor reserves the right to revise our price in accordance with the costs in effect at the time.
7. The Contractor shall not be liable for failure of performance due to labor controversies, strikes,.frres, weather, and inability'
to obtain materials'from usual sources, or any other circumstance beyond the control of the Contractor, whether of a similar
or dissimilar nature:
8. If roofing and sheet metal work is involved, It is understood and agreed to that our standard. roof guarantee, a copy of
which is available in our office, shall be acceptable and that all terms and provisions therein -shall prevail, unless otherwise
specifically agreed to in writing prior to the commencement of the work.
9. The Contractor is not responsible for any damage on or below the roof due to leaks by excessive wind driven rain, Ice or hail
during the. period of the warranty. EXCESSIVE WIND IS 50 MPH OR GREATER, THE WARRANTY IS NONTRANSFERABLE.
10. if material. has to be reordered or restocked because of a cancellation by the customer, there will be a RESTOCKING FETE
equal to fifteen (16) PERCENT of the contract price as liquidated damages, not as a penalty; and tile Contractor agrees to
accept such as a reasonable and just compensation for said cancellation..
11.. This contract or warranty shall not be assigned except by or with written* permission of the Contractor.
12. IF THIS CONTRACT CANCELLED BY CUSTOMER LATER THAN THREE (3),DAYS FROM EXECUTION, the customer shall
pay to the Contractor fifteen (15) percent ofthe' contract price as liquidated damages, not as a penalty, and the Contractor .
agrees Ito accept such as.a reasonable and just compensation for said cancellation.
13. THIS. CONTRACT CANNOT BE CANCELLED ONCE WORK IS COMMENCED EXCEPT BY MUTUAL WRITTEN AGREEMENT
OF THE PARTIES.
14. PAYMENT ARRANGEMENTS ARE TO BE AGREED UPON ON THE FRONT OF THIS CONTRACT. Other arrangements must
be discussed with credit manager.
15, If any provision of this. contract should be held to be invalid or unenforceable, the validity and enforceability of the remaining
provisions of this contract shall not be affected'thereby.
16. ANY REPRESENTATIONS, STATEMENTS, OR OTHER.COMMUNiCATIONS, NOT WRITTEN ON THIS CONTRACT AREAGREED
TO BE IMMATERiAL, anti not relied on by either party, and do not survive the execution of the contract.
17. ;The maximum. liability foe. the Contractor shall be the original cost of labor and materials for the repair which custarner
agrees shall be a liquidated sum, under any event default of Contractor. herein.
18. During the duration of the work the homeowner's insurance will lie responsibfe for any interior damage as tong as the
Contractor has taken appropriate action to, protect the roof during the repair of the roof.
19. If there are any solar panels on the roof, the Contractor will not be responsible for damage during the repair, so homeowner
agrees to have a solar panel company take the appropriate action if necessary.
20. 'rhe Contractor is not responsible for the construction problems of your home. If pointed out anti Contractor is notified, we
will try to assist you oil correcting there on a time and material basis.
21. Total balanco mast be paid upon job completion. Completion does not entail final inspection.
F10110/Pamcel ID'/upu/=.'n/mm nmu/mnwmnn/mn/mm|
PrnpmxredSEBradlelackGRANTMALOY, MINOLE COUTY N CLERK OFCIRCUIT
COURT & COMPTK LLER BK 8970 Py
1694 (1Ps) CLERK'S # 201708186s5
1^"u°==. ED01:
2O:
35
PMRECORDINGFE moOxxCaE OF COMMENCEMENT State of
Florida. County
of The undersigned' hereby gives notice that improvement
will be made ID certain real property, and In acco nce vAth Chapter 713, Florida Statutes. the fbilowingIrforrnationIsProvidedinNoticeCommencementeW4r -9 me Name an Ad
assnterestIn
Wropsrty_44W_"Z:
4_— Name
and addressof fes simple tluGnOwar (
N different from 6wner listed abova) Name Address 4. Contractor Name Masimo Constniction, Inc.
Telephone
Number 407.
922.050D 5. Surety (
if applicable. a c payment
bond is- atLacned) Name ;ry Telephone Number Address kmount ofBond
6.
Lender NameTelephone
Number Address 7. Persons within
the
State oFlorida
designated by Owner upon whom notices or other documents may be served as provided by §713.13(lXa)7, Florida Statutes. Name A. Telephone Number Add 8. Inadditionto himself orherielf,
owner design a the fbilowing to r6c0live a copy of the Llanor's Notice as provided In §713.13(i)(b), Florida Statutes. Name /A Telephone Number 9. Expiration dateof
notice of com—
iVe-in-Tc—emen t a expiration date willbe1 year from the, date of recording unless a different date is specffied) WARNINGTOOWNERANYPAYMENTSMADEBY
THE OWNER AF7ER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1, SECTION 71 &13, FLOM DA STATUTE% MD CAN RESULT IN YOUR PAYING'TWICE FOR IMPROVEMEIffSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITEBEFORETHEFIRSTINSPECTION. IF YOU M 10STAIN WITH YOUR k ITMD TO FINANCING, CONSULTIfNDERORANATTORNEY BEFORE COMMENCINGWORKORRECORDINGYORNO'nCE OF COMMENC Si2naturemy mr OWflers The ' fow ng mme
w a b
sm by as _ vmmnn mm, or arm of woon
Expires May 15,
2020
Date: g/1Y1 t7
I hereby name and appoint Jd 11 8 rh e. Ir to be my lawful attorney in
fact to act for me and apply for a r'/vt q permit for work to be
performed at the location described as:
3M J%C-M Coke Priue
Address of Job)
Owner of Property)
And to my name a all things necessary to this appointment.
Signature of Certified Contractor)
brad A ll4c k r!CC -/32ff033
Printed Name of Contractor and License Number)
STATE OF FLORIDA COUNTY OF lLi in d le
The foregoing instrument was acknowledged before me this day of , 20
by /Al _
0'. &
4 ,k _, who is personally known tome or has produced
take an oath.
AA
Sign a of Notary Public, Sta of Florida
Print/Type/Stamp Nam of Notary Public
type of identification) as identification and who did
SEAL)
119 F 992414
ad°Qihfdi'rdy'Iri4heurence800.385•0 9'
October 2009
I
JOB ADDRESS:
PERMIT # / ^ 7 Q 6
City of Sanford Building Division
Residential Re -Roof Scope of Work
STRUCTURE TYPE: 0SINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM
RE -ROOF TYPE:/ (REPLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS)
O RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF)
1121
LJDECKTYPE (PLEASE SPECIFY): I I A/O(L !74'eAtg 1'&q!
PLEASE NOTE: ONLY IOO SQUARE FAT OF THE EXISTING DECK IS PERWITTED TO BE REPLACED"
ROOF VENTILATION: 0OFF-RIDGE RIDGE SOFFIT OPOWERED VENT OTURBINES
SKYLIGHTS: O YES W NO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #:
MAIN ROOF AREA
ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 4:12 OR GREATER
TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL
SHINGLELAE FL#
O METAL FL#
O MODIFIED BITUMEN FL#
O TORCH DOWN FL#
OINSULATED FL#
O TILE FL#
O OTHER: FL#
ROOF EXTENSIONS (PORCHES, PATIOS, ETC.) "IFAPPLICABLE"
ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 O 4:12 OR GREATER
TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL
O SHINGLE FL#
O METAL FL#
O MODIFIED BITUMEN FL#
O TORCH DOWN FL#
O INSULATED FL#
O TILE FL#
O OTHER: FL#
City of Sanford Building Division
Residential Re -Roof Inspection Policy & Procedures
PERMITTING REQUIREMENTS — NO PLAN REVIEW REQUIRED
This document (signed) along with an accurate and completed Residential Re -Roof Scope of Work are required
to be submitted as part of your permit application.
The Scope of Work must include all applicable Florida Product Approval numbers for all roof components that
will be installed on the project.
A permit will not be issued without these documents. Copies will be made to post on the job site.
Projects located in the Sanford Historic District will require plan review and approval by the Sanford
Historic Preservation Board
INSPECTION POLICY & PROCEDURES
A Final Roof Inspection is the only inspection required for Residential (Single Family, Townhouse, Mobile
Home, Apartment and/or Condominium) Re -Roof Permits.
The Following is required to be provide on the job site:
Permit Card, posted in a conspicuous and weatherproof location
Completed Residential Re -Roof Scope of Work
Completed and Notarized Inspection Affidavit
All Florida Product Approval and Corresponding Installation Instructions
Product Approval shall match what is on the scope of work)
Digital Photographs (must include the permit number or address in each picture)
o Each plane of the roof, showing the underlayment installed
o Roof Deck Nailing Pattern & Spacing (including a measuring device or ruler)
o Roof Deck Nails used (including a measuring device or ruler showing size of nails)
o Underlayment Pattern & Spacing (including a measuring device or ruler)
o Drip Edge & Valley Attachment (including a measuring device or ruler)
o Shingles installed, nail pattern and location of nails
Skylights (if applicable)
o Digital photographs showing all installation components, per FL Product Approval
o Digital photographs showing all required flashing, per FL Product Approval
Failure to follow these specific guidelines will result in an affidavit provided by a Florida Design
Professional (architect or engineer), certifyi B code c plianc personal inspection.
CONTRACTOR (OR OWNER/BUILDER) SIGNATURE: DATE: / r /
City of Sanford
Building, and Fire Prevention
RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT
NAILING, SHEATHING, DRY-LN, FLASHI_NG, AND ALL FINAL ROOF COVERINGS
PERN9IT fit': _ I I - 2 70 ADDRESS: ICI oC (LNe _rye-- -_
I /e/h c k
AS A(N) GENI'TAL. f3L'ILD1NCi, RI'.SIDENTIAl- OR
ROOhING L•.m-mm•:I.r(, ARCHI"I EC:T, OF F.S. CHAPI I -A 468 I31 IUMNO INSPI-.CI(;I(, I AFFn(.N1, I"HA I ALL OF I'll):
FORE(;OING INFORMATION IS TRUE AND AC(:URATE AND THAT ALI. 1(OOFIN7(.i CONIPONENTS LISTED ON'Tlil`. SC011E OF WORK AT TIIF.
ASOVI: REFERENCED ADDRESS HAVE BEEN INSTALLED IN ACCORDANCE WIT) i TIIFIK PROt)UCT APPROVALS AND ALL APPLICABLE COIF
RF,0 IRl Ng1iNTS--SPI:CAl:IC'ALLY 171.OrtID; I3UI1.D1\(i CODti, I:S1S1"IrtC; I31111:DI1 Ci. t\ ADDCIION I Chat"i'lFY' -1'111 INS'I"aLl,:\"i'(OV t`QGI:TS :11:L.
IZh:QMIZIiNIFNTS FOR SECONDARY 1VA1 Flt BARRIER AND N;UI.ING OF'f116 ROOF DFCK, IN ACCORDANCE WI I'll THE HURRICANE RETROFIT
MANUAL REQUIREMENTS (BASED ON F.S. CHAPTER 553.844).
COMPAN V/CONiTILNCTOR: GI JI?ID cA11s "jo/1 CONTRACTOR
SIGNATURE:'-' DATE: ViUST
BI: S1CNI{D BY LI(:I-NSFHOLD t OR OWNED UILD1:1 A FINAI,
RooF INSPECTION IS REOUIRED: THIS SIGNED
AND NOTARIZED AFFIDAVITMUST Blr. PROVIDED AT fHE:.10B SITE AI"THE. T0,1I{ OF THEFINAL ROOF INSPECTION, ALONG NVIT11 DIGITAL
PHOTOGRAPHS OF EACH PLANE OF THE; ROOF SHOWING IN DETAIL :ALL COMPONENTS (DECKING, U.NDE:RLAYNIENT,
FLASHING, DRIP EDGE ATTACHMENT) WITH Tlil? PERMIT NUMBER OR ADDRESS CLEARLY MARKED ON TIIF• DECK FOR F,ACII
INSPECTION. THE PHOTOGRAPHS MUST INCLUDE A RULER OR MEASURING UF.VICF TO CONFIRNI ALL NAIL, SPACINC AND OVERLAPS, INCLUDING DRIP
EDGE AND VALL EA' FLASHING. PLEASE: REFER TO THE RE -ROOF PoL1CY AND INSPECTION PROCEDURE PAPF,RNVORK FOR
FURTHER EXPLANATION OF ALL REQUIREMENTS. FAILURE TO FOLLOV3'
ALL REQUIREMENTS WILL RESULT 1N A FAILED INSPECTION At IZF-INSPECTION FEE AS WELL AS REQUIRING
A DESI(.N PROFESSIONAL (.ARCHITECT OR ENGINEER) TO CE12rin, BASED ON PERSONAL INSPECTION, THE INSTALLATION
OF ALL ROOFING C'O_NIPONENTS. STATE OF FLORIDA
COUNTY OF 5Q.m e Sworn to and
Subscribedbeforerue this t day Vf ( ?U 12 by - ell A Who is _
Personally Know n to me or has - Produced (type of identification) as identification. Signature
of Notary Public
State of Florida A419.
DONNA t BAR7FIorida
rne4_
1 r "arypumic - StatPrint/
Type/
Stamp Name ommfesbll11Foflbtary
Public ••My Comm. Expires J,
b,,,, eondedlhrougllNational Nola( va;
V
AUG 15 7017
i Applica
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
tion No: 1 9- 0'2{q
r-, <r Z.J r--,
Documented Construction Value:
j (l Z17?
Job Address: p 0 e `3 Ct Av, ®e Y 13 Historic District: Yes No
Parcel ID: Residential Commercial
Type of Work: New Addition AlterationRepair Demo Change of Use Move Description
of Work: gp,Q)Ar- ),ig 1, ; o C3 ou. SzZ 1)0 a 9= M & j 5A I@L q 016 Plan
Review Contact Person: 3 rh (RK Q A m S Title: 6 12 C Phone:
J` b-7 $ g ' Fax: Email: 6 4 c R d 1 a 7kv t m cd
Property
Owner Information M
Name
P, -A-e, s)-q U-5 Phone: 3 Z 1` Iq Z 6 3490 Street:
3 A o,,p a I z o 5 a Resident of property? City,
State Zip: ?flRd 0` 327 3 Contractor
Information Name
18'-k3A'3 A4A 4,c, ,_ Street:
160 fAAla 1)3 City,
State Zip: ,1 a l--P:1na - _2_2 `. O Phone:
Fax:
336-
74 9- 7 Y$ l State
License No.: C B C 11, Z® 3 Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: Address:
Mortgage
Lender: (:tll tken oq.n,S Address:
10,! "O 0g12 $P a AYL Dp_
Rd . lei Z/Y?- z 6 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: 5th Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
THIS INST MEN REPARED BY:
Name: 1m Zhra:M
1.- JS
Address:
n
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
ti yARa ASI 4Z5
Permit Number: Parcel ID Number: 1_I Lh
TI C.f Ci
ITI ill
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with CL rrt - ,
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. t" -i
Y .:
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) ''-r'
i_ c-)-f-- I nZ B4a K e. iz ; C izz,5 .S i n Pig A 2 2 ^t 7nt t j< 4'.L; ` 7 - 9 _ - m k %
An.flirnCt3 1 1Z L) (71
GENERAL
DESCRIPTION
OF IMPROVEMENT: P.D
ACi AQ i+' i11JOLv LV IRF_ A1td i Qfq a A OWNER INFORMATION:
Address: 3
S 1 /AFP t;i Ji-) DJ H L_-r _>A n rt+n. r' r' f 5 Z 7 "l 9 Fee Simple
Title Holder (if other than owner) Name: CONTRACTOR: / Name: ,
oCk /`
I> eCc5 i1 G-fS COi IS U I i Address: W.
1 G141n Rd 00 Ja/1 A PA 3 z 710 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 Section 713.
13(1)(b), Florida Statutes. of To
receive
a copy of the Lienor's Notice as Provided in 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 my kno ledge and belief. Ovmeft'Signature
Owner's Printed Name Florida Statute
713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of /
County of 5 M 14 a /e The foregoing/
instrument was acknowledged before me this day of 20 by S/^ :
5 ) Who is personally known to me Name of
person making stal!94nt J OR who
has produced identification type of identification produced: _ L A
Z 2 7 S Ll - c r;
CANDIE MAY CONREY MY COMMISSION #
FF191549 off= EXPIRES
January 21, 2019 407) 398-
0153 FloridallotaryService.com 3a i
iff
3:
1
rn C71
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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 W zoning.
Signature of Owner/Agent
n
Date
S6n, J 5 YVl U S
Print Owner/Agent's Name _
CANDIE MAY t 00 VREY
MY COMMISSION #FF191549
EXPIRES January 21, 2019
398-0153
Si ture of Con ctor/Agent Date
Print Contractor/Agent's Name
Notary -State of Florida Date
CANDI E CON REgY
LL
MY COMMISSION #FF1915495^+.:'
EXPIRES January 21, 2019
4071398-0153 FlorldallotarvService.com
Owner/Agent is Personally Known to Me or Contractor/AAgent is Fersonally o Me or
Produced ID Type of ID Produced ID pe 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:
New Construction: Electric - # of Amps.
Fire Sprinkler Permit: Yes No # of Heads
t t
APPROVALS: ZONING: "t' 0 UTILITIES:
ENGINEERING: FIRE:
of Stories:
Plumbing - # of Fixtures.
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: ,F R' (g ' (1
COMM]RNTS:
No zoning issues on window and door. Ok to construct 15' x 20' (300 square foot) pergola as
shown on plan. Meets area and dimension regulations for PD.
Revised: June 30, 2015 Permit Application
p-c'-- 'Ylfl -
Asmus Pool and Summer Kitchen Itemization
Permit and Engineering -$2400
Layout/dig/steel-$3600
Gunite-$5400
Backfill-$1500
Tile Keys Brown BL1x2 Brown Blend and 1x1 for step tile-$1800
Rough Plumb-$1440
LED w/ Bubbler-$1000
Badu Jet Stream II-$7200
LED Pool light- $1200
Hayward Tri Star Pump/Swim Clear Filter/Pro Logic Salt generator system and
control panel//Aqua Cal SQ 11OR Heat pump/cooler-$5500
Remote w/auto valve-$720
Electric-$3000
Paver deck and coping- (Approx. 1300 sq. ft. Temple Hurst Cappuccino or
Sandsne pavers with S..: - Coping to include 2 ft. paver extension on both
sides of driveway) $12000 A4A-11i"i
Interior Quartz Finish (Sky Blue)-$3000
Misc. parts -$1200
Final Grade-$700
Sod and irrigation replacement included
51,660
Pergola (Approx. 15x20 pergola, misc. cedar and labor to build kitchen and
planters and steps and window/door exchange-$8900
Allowance for Kamado Joe 18"smoker and Blaze grill-BLZ-4-LP 32" 4 burner,
cabinet model number BLZ-DDC-39-R and accessories-$4000
Total-$64560
Total Cost to Customer-$60,000
Deposit of $5,000 pd. 7/7/17
Deposit of $15,000 pd. 7/27/17
Remaining Balance
Backyard Masters:
Shane and Melissa
40,000
r Date: 7
Asmus: Date:`3Z'
Date:
oo l
C)
06
Cedar
7_
1
4-4—i-4 4l:
771_
lower Bed -
Sh All e A5 Vn V5
331 Li
Arl
CA a CCIPT. I
Aff c C-C ]A 0
A
LEGAL DESCR1P770N.• LOT 107, BAKERS
CROSSING PHASE 2, ACCORDING TO THE
PLAT THEREOF, RECORDED IN PLAT BOOK '
62, PAGES 97-99, OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA.
t
t
ice
i
dam W19M
2 a-
337 APPALOOSA COURT
SANFORD, FL.
LONG
SURVEYING,
INC.
Long Surveying, Inc.
Specializing in Residential Surveying"
LB No. 7371
1061 S. Sun Dr. Ste. #1113
Lake Mary, FL 32746
Office 407-330-9717 or 407-330-9716 t
Fax 407-330-9775 E
v.longsurvveying.wm I
DRANK BY` CHECKED Or
ROHIT BRETT
CERnF1ED TO: I
SHANE ASMUS
COMMUNITY NO.,
120294
PANEL: SUFFIX F.I.R.M. DATE: ,
0070 F 09/28/07
AOGD ZONE:
SURVEY NO. FIELD DATE.
82899 07/11 /17
LUS/TANO WAY 1
TRACT "A" (
50' RIO
O
I yJ
t1
1
1
I =
I +X
2n Z 1
L4
mound any 5uivey
LINE TABLE [P]
LINE LENGTH BEARING
L7 25.00' N 8941'11" W
L2 79.62' N 00 00 DO" E
L3 220.00' N 00170'00" E
L4 2aOO' S 8947'11" E
LINE TABLE [M]
LINE LENGTH BEARING
L7 25M N 89'D225" W
L2 79.08' N 00'083B" £
L3 220.04- N 001T000' E
L4 5.05' S 89 5922" £
I
I
M !
1 faDMf~• .
a; r of
j•1 ..:..
qrig, •I,
YJ
LOT 106
S 8941'11" ET 120.70
CSA/C K
I
0 1
m !
I
I
N 89 41'11 " W 120.29TPJ
LOT 108
f<8 M P-Kl 166j Atic RY 4i1 h J
LOT 78
h
N A
V
s LOT 77
A7C - AIR COND177OWER
AX - ALLEY EASEMENT
B.C. - BLOCK CORNER
BLK - BLOCK
C.B. - C0NCRE7E BLOCK
C.B.S - CONCRETE BLOCK STRUCTURE
C.M. - CONCRETE MONUMENT
CONC - CONCRETE
D - DEED
D.£. - DRAINAGE EASEMENT
EDP. EDGE OF PAVEMENT
F.C.C. - FOUND CROSS CUT
F.F.E. - FINISHED FLOOR ELEVA77ON
FAD - FOUND
10. - IDEN771FICAnON
I.P. - IRON PIPE
LR. - IRON ROD
LR.C. - IRON ROD & CAP
L - ARC LENGTH
LB. - LAND SURVEYING BUSINESS
L.S - LAND SURVEYOR
L.E. - LANDSCAPE EASEMENT
M - MEASURED
M.E. - MAINTENANCE EASEMENT
NAD - NAIL AND DISK
P - PLAT
P.E. - PEDESTRIAN EASEMENT
P.C. - POINT OF CURVATURE
P.C.C. - POINT OF COMPOUND CURVATURE
P.CP. - PERMANENT CONTROL POINT
P.L - PROPERTY LINE _
P.O.B. - POINT OF BEGINNING
P.O.C. - POINT OF COMMENCEMENT
P.O.L. - POINT ON LINE
P.R.C. - POINT OF REVERSE CURVE
P.R.M. - PERMANENT REFERENCE MONUMENT
P.D.A. E. - PRIVATE DRAINAGE AND ALLEY EASEMENT
P.T. - POINT OF TANGENT
R - RADIUS
R/W - RIGHT OF WAY
S/W - SIDEWALK
U.£. - UnuTY EASEMENT
WFS - WOOD FRAME STRUCTURE
RIGHT-OF-WAY LINE
r!• CENTERLINE
X BARB WIRE FENCE
off-- -• W170D FENCE
CHAIN LINK FENCE
i- _ - PLAS77C FENCE - ---
BEARINGS SHOWN HEREON ARE BASED UPON
THE CENTERLINE OF APPALOOSA COURT
BEING N 00'00'00" E PER PLAT
NOTES
1) 7771s survey Is based on the legal description as provided by
the Client
2) This Surveyw has not abstracted the land shown hereon for
easement4 rights of way or restrictions of record which
may affect the title or use of the land
3) Do not reconstruct property lines from boding ties
4) No footling or overhangs have been located except as shown
5) No Improvements or utilities have been located except as
shown
16) Not valid wlthOwt r • nvNr the outhentkated
eleotrcv:k eva%ar w raiiwd)ra of a Rondalicensedlicens!yur' and M i ,_..^1711
C((A_r ' I .emlli t nt ; th/T' afrvey w *,made under my
d:ection'ynd I&W d m ` to. y10, : knum 1rchnkal standards
set forth by,hs B oiiLPrqq'!Zol Land Surveyors and
Mopper'd ,i OfioplYi,i ,2•'• lip ArfmbNsirative Code,
1 , _ No. 5910 s;
IV
LEON L. AMI T N P.S.M. NO. 5910
LEGAL DESCRIPTION_ LOT 107, BAKERS
CROSSING PHASE 2, ACCORDING TO THE
PLAT THEREOF, RECORDED IN PLAT BOOK
62, PAGES 97-99, OF THE PUBLIC
RECORDS OF SEM/NOLE COUNTY, FLORIDA.
jrr
337 APPALOOSA COURT
SANFORD, FL.
I
LONG
SURVEYING$
INC.
Long Surveying, Inc.
Specializing in Revidential Surveying"
LB No. 7371
1061 S. Sun Dr. Ste. # 1113
Lake Mary, FL 32746
Office 407-330-9717 or 407-330-9716
Fax 407-330-9775
mm.longsurveying:cove L
DRANK BY: CHECKED B15
ROHIT BRETT
CERTiF1ED TO.
SHANEASMUS
i
COMMUNITY NO:
120294
PANEL- SUFFIX FI.R.M DALE
0070 F 09/28/07
FLOOD ZONE:
SURVEY Na FIELD DATE.•
82899 07/11 /17
LUSITANO WAY
TRACT "A" (
50' R/W)
I
N
J
boundary 5ufvey .`zo.
I
I
I
I. 1
L1
LINE TABLE [P]
LINE LENGTH BEARING
L7 25.00' N 8941'11" W
L2 79.62' 1 N 00 00' E
L3 220.00' N 00'OO7 £
L4 25.00, S 8941'71" E
LINE TABLE [M]
LINE LENGTH BEARING
L1 25.08' N B9'0225' W
L2 79 08' N OG•0B 38' E
L3 220.04' N OOWO'OO- E
L4 25 05' S 89*59*22' E
O
II
W
Q
Au A I
LOT 1
1 /
S 894111" E 1 C.70 1 P ..-
CS
I A/C ValFl;
17..4'(,. / IhL
LOT Arl!,PaOT107
0oI i
ly 2.3 TWO S70RY 'n
I WR
9337
t3 i '
7' $?w
1 2.3' 1n a LYrN • C9
53.1' 14.0' O
3f.5' i O 22
LOT 77
N 89401" W 12 .29[
LOT 108
k_
0,1 A,a R4 ))c ZgY, 4I fit' A/
C - AIR COND171COVER A.
E - ALLEY EASEMENT RC -
BLOCK CORNER BLK -
BLOCK CB. -
CONCRETE BLOCK C.
B.S. - CONCRETE BLOCK STRUCTURE CM. -
CONCRETE MONUMENT CONC -
CONCRETE D -
DEED D.
E. - DRAINAGE EASEMENT E.
O.P. - EDGE OF PAVEMENT F.
C.C. - FOUND CROSS CUT F.
F.E. - FINISHED FLOOR ELEVATION FAT) -
FOUND to. -
IDEN77RCA77ON I.
P. - IRON PIPE IR. -
IRON ROD LR. .. -
IRON ROD & CAP L -
ARC LENGTH L.
B. - LAND SURVEYING SU51MESS L.
S. - LAND SURVEYOR L.
E. - LANDSCAPE EASEMENT M -
MEASURED I
M.
E. - MAINTENANCE EASEMENT f .
1N&D - NAIL AND DISK P -
PLAT P.
E. - PEDESTRIAN EASEMENT P
C. - POINT OF CURVATURE P
CC - POINT OF COMPOUND CURVATURE P.
C.P. - PERMANENT CONTROL POINT P
L - PROPERTY LINE P.
O.B. - POINT OF BEGINNING P.
O.C. - POINT OF COMMENCEMENT P.
O.L. - POINT ON LINE P.
R.0 - POINT OF REVERSE CURVE P.
2M. - PERMANENT REFERENCE MONUMENT P.
D.A.E _ PRIVATE DRAINAGE AND ALLEY EASEMENT P.
T. - POINT OF TANGENT R -
RADIUS R/
W - RIGHT OF WAY S/
1Y - SIDEWALK U.
E. - U)XITY EASEMENT W.
F.S. - MOOD FRAME STRUCTURE RIGHT -
OF WAY LINE r!•
CENTERLINE X
BARB WRE FENCE Nt70D
FENCE if----
CHAIN LINK FENCE i-
PLAS77C FENCE BEARINGS
SHOWN HEREON ARE BASED UPON THE
CENTERLINE OF APPALOOSA COURT BEING
N 00100100" E PER PLAT N07M
1)
This survey Is based on the legal description as prodded by the
client 2)
This Surveyor has not abstracted the land shown hereon for easements,
rights of way or restrictions of record whkh may
affect the title or use of the land 3)
Do not reconstruct property lines from boding ties 4)
No footing or ovenhgn , have been located except as shown 5)
No Improvem<nis or located exceptsho os1
6)
Not `61d Wt! .,) !afpriaiur4 aA's tic L4Ywtkated electron); `
s, pr,, t e rolsed mod 61 o F7orlda o. licensed
ryejcr' o, dl lll p,3w* lr j($
y„O: I•dartlfy that this s.A'Jey, was mEde under my dlreetlon
rmd Ihbt It megte, UIp, mfq.r-rum technfcat standards not
larch by the B aLPr goal Lund Sirveyors and Mgppers,
kc (opjy p A.4n tarfs}rotive Coda, yursuan
YLce@.vrhiq Statutes. Wl
SI11tV•• LEON
L. HAMPTdlV P.aM. NO. 5910
REQUIRED INSPECTION SEQUENCE
HPA I-) - 7 a4 1 Address:
BUILDING (PERMIT
Min Max . I<ns ection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Zp Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Min Max ]funs ection Descri tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Ins ection J<Descri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
1MI CHA1VICAL.1f ERMIT..:
Min Max Ins ection Description
Mechanical Rough
Mechanical Final
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014
A w Qib $ bq'larv 0
f-
l
Ka x
FLOOR PLAN
PRESSURE TREATED
RAFTER AT 12" O.C. MAX
SEE RAFTER SIZE CHART)
2"x2" PT. NO. 1 SYP. WOOD
SLAT ATTACHED TO
RAFTER WITH (U 3" DEGK
SCREWS AT EACH RAFTER
SLATS AT 6" O.C. MAX)
FASTEN RAFTER TO BEAM
WITH (4) 3" STAINLESS
STEE DECK SCREWS
N
2"x8" PT. NO. I SYP. WOOD
BEAM ATTACHED TO POST
WITH (2) i"0 STAINLESS
STEEL MACHINE BOLTS
WITH NUT AND WASHER
6"xb" P.T. WOOD
BEARING POST
APPROXIMATE
GRADE
12"0x24"D
CONCRETE FOOTER
150x10"L HORIZONTAL
REINF. THROUGH
POST
4" BED OF GRAVEL
NOTE:
SCALE
6"x6" PT. WOOD BEARING,
POST (TYPICAL WHERE SHOWN)
2"x8" PT. NO. 15)'P WOOD
BEAM (TYPICAL WHERE
SHOWN)
2"x8" PT. NO. 1 SYP WOOD
RAFTER AT 12" O.G. IMAX
TYPI1-1\I IIILIFQF SHOWN)
NOTE: 5" 211x8" PT
OPTIONAL - RAFTER
ROUGH
SAWN
CEDAR IN
LIEU OF PT.
NO. I SYP. 4— P
TYP RAFTER END DETAIL
SCALE V2'=r
DESIGN CRITERIA
6x6 PT NO. I D-I CODES: - FLORIDA BUILDING CODE 2014
SYP OR ROUGH Eth EDITION, ASCE/SEI 1-10 "MINIMUM DESIGN
SAW CEDAR LOADS FOR BUILDINGS AND OTHER
STRUCTURES"
SII"MPSON ABE66 FOR
6x6 PT. NO. I SYP D-2 DESIGN WIND SPEED:
5INF50N ABA66R Vult = 160 MPH (3 SECOND GUST) PER
FOR ROUGH SAW FIGURE 1609C
CEDAR Vasd = 124 MPH PER SECTION 1609.3.1
a" EXPANSION OR RISK CATEGORY I ( PER TABLE 1604.5)
EPDXI' ANCHOR, SURFACE ROUGHNESS: C PER SECTION
EMBED 3" MIN. 1609.4
WIND EXPOSURE CATEGORY: C PER
SECTION 1609.4
MEAN ROOF HEIGHT: 8 FT
ENCLOSED BUILDING INTERNAL
PRESSURE COEFFICIENT, GCPi = +/- 0.00
EXISTING 4" CONCRETE
SLAB (MIN) OR ASSUMPTIONS:
CONCRETE FOOTING A. BUILDING IS ASSUMED TO BE OPEN AS
OPTIONAL BASE DETAIL DEFINED BY SECTION 6.2 ASCE 1-10.
SCALE
OPTIONAL ROUGH SAWN
CEDAR IN LIEU OF PT.
NO. I SYP.
TYP PERGOLA SECTION
SCALE 1/2"=l'-0-
UMIDI VENTURES, INC.
RAL
ENGINEERING
587 W. EAU (--ALLIE BLVD SUITE 105
MELBOURNE, FL 32935
PH: 321.600.0672 EMAIL: makalaJlan®cfl.rr.com
Certificate of Authorizatlon No. 27800
STANDARD PERGOLA
SIZE CHART
RAFTER SIZE
CHART
KIT SIZE A B C D
2"x8" Pf NO, I SYP AT 12"
O.G. MAX
OPTIONAL ROJGH SAWN
CEDAR AT 12" O.G.)
8'x8' 5'-0" 8'-0" S'-0. 5'-O"
8'xl0' 5'-O" 10'-0" 8'-O' 5'-0"
8'xl2' 5'-O" 12'-0" 8'-O' 9'-0"
8'x14' 5'-O" 14'-0" 8'-0. I'-O"
8'xl6' 5'-0" 16'-0" 8'-0' 13'-0"
8'x20' 5,'-0" 20--0" 8'-0' I7'-0''
10'xl0' 1'-0" 10'-0" 10'-0' 1'-O"
10'xl2' 1'-0" 12-0" 10'-0' 9'-0"
10'xl4' 1'-O" 14'-0" 10'-0' 11'-O°
10'xl6' 1'-O" 6'-O" 10'-0' 13'-0"
10'x20' 11_0" 20-0" 10'-0' Il'-O"
11'xl4' 1'-0" 14'-0" 111_0' 10'-0"
12'xl2' 9'-O" 12'-O" 12'-0' S'-O"
12'xl4' 9'-O" 14--0" 12'-0' 11'-0"
12'xl6' 9'-O" le'-O" 12'-0' 13'-0"
12'x2O' 9'-0" 20'-0" 12'-0' 1'-O"
13'xl3' 10'-0" 13'-0" 13'-0' 10'-0"
14'xl4' 11'-0" 14'-0" 14'-0' 11'-O"
14'xl5' II'-0" 15'-0" 14'-0' 12'_0"
15'x 20' 12'-0" 20'-0" 15'-O" Il'-O"
I
16'x20' 13'-0" 20'-0" 16'-O' Il'-O"
x O
THE DRAWINGS ARETHE
VIRGIL SMITHTHEPROPERTYOF
THE ENGINEER. Or -EN ° 337 APPALOOSA CT.
WHETHER THE SANFORD, FL. 32773
PROJECT FOR WHICH
PRAWN BY D.B. THEY ARE MADE IS
EXECUTED OR NOT.
BATE 8-2-201 7
COPY OR USE FOR
SCALE AS NOTEDOTHERPROJECTSIS
PERMITTED ONLY BY e M AEL _ JIAN
DRAWING NO. WRITTEN CONTRACT 6z 197 ^
WITH THE ENGINEER.
UNAUTHORIZED USE
E.
slWILLBEPROSECUTED0
PURSUANT TO THE Rio °° '
vn(( ®e SHEET 1 OF 1COPYRIGHTLAWS.
C
to
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t
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S
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a
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PV O .2
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3
1-1 O OD
i (31
U toLn
L
L M
C
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O
O C
O bD Q)
Ou L C
N C
Q
7-- IrNDI77ONER
y'J, } / n /p
Ei1SEAl£NT
oU! /tAry 5U/ V C._. y CORNERWAYETE BLOCK
W)
I l
I
I
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pC-
tp
L4
x
I
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O y I J
K
I
e I
1
4
I
LINE TABLE (P]
LINE LENGTH BEARING
L7 1 25.00' 1 N 694111' W
L2 79.82' N 00'DO'O0" E
LJ 220.00' N 00100'00' E
L4 1 25.00' 5 89'41.11' E
LINE TABLE [M]
LINE LENGTH BEARING
L1 25. 05' N 89'02'25' W
L2 1 79.06' N 00108'36' E
L3 220.04 N OOGO'00' E
L4 25.05' S 8959'22' E
CL'NCRM BLOCK STRUCTURE
GM. - CONCRETE MONUMENT
CONC. - CONCRETE
D - D£ED
O.E - ORAMAGE EASEMENT
EO.P. - EDGE OF PAVEMENT
F.GC. - FOUND CROSS CUT
FF- FOUND D FLOOR ELEVA7ILWi
1D. - IDEN77RCARON
LP. - IRON PIPE
I.R. - IRON ROD
LR.0 - IRON ROD R CAP
L - ARC LENGTH
L.B. - LAND SURVEWNG BUSINESS
L.S. - LAND SURVEYOR
LE. - LANDSCAPE EASEMENT
M - MEASURED
ME. - MAINTENANCE EASEMENT
NAD - NAIL AND DISK
P - PLAT
P.E. - PEDESTRIAN EASEMENT
P.C. - PONT OF CURVATURE
P.CC - POINT OF COMPOUND CURVATURE
P.C.P. - PERMANENT CONTROL POINT
P.L. - PROPERTY LINE
P.O.B. - POINT OF BEGINNING
P.O.C. - PONT OF COMMENCEMENT
POLL - POINT ON LINE
P.R.C. - PONT OF REVERSE CURVE
P.R.M. - PERMANENT REFERENCE MONUMENT
P.D.A.E. _ PRIVA 7E DRAINAGE AND ALLEY EASEMENT
P.T. - POINT OF TANGENT
R - RADIUS
R4R/W - RIGHT OF WAY
SIDEWALK
U.E. - U77LITY EASEMENT
W.F.S. - WOOD FRAME STRUCTURE
RIGHT-OF-WAY LINE
CENIERUNE
x BARB WIRE FENCE
rS' WOOD FENCE
CHAIN LINK FENCE
PLASTIC FENCE
BEARINGS SHOWN HEREON ARE BASED UPON
THE CENTERLINE OF APPALOOSA COURT
BEING N 00'00'00' E PER PLAT
N07ES
1) Thla surrey Is b—ed on the 49a1 descr/ptkn w proHded by
the plant
2) This St—yar has not abstracted the land shown hsrebn IV
easamenta, rfphts of way or restrictlona of reerrd whkh
may affect the title or use of the /and
3) Do not recmafruct preparfy ll— Iran b0din9 flea
4) No footn9 or orvhmg+ ha» been located except as shove
5) No improreme-,:a or 0110.s huvr. bean located except os
shown
B) Not rs+'!d wyb:out a a/9nofwe and the o;,thentkatod
electron!- awl d the or/9/ncw ro/md sad' of a F7orldo
Ik-need Si—"K, aid MrA—
FacffB—lkO' I cert/fy that this --y wos made undo- my
dfroct/en and that It me4M thR, mir.Yrum tc.yrnMal of-dmV,
set forth by the 8avtll .CPrgq9 A,,yy qi Lund Szrrwyws and MoppenF: ChcpjtF4L'J;,0,5,z%.'NbA p Atanhlitroflv4 code, LEON
L. HAMPTON P.S.M. NO. 5910
1111 MASONITC.
HPC WOOD -EDGE STEEL DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING 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. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED,
3, WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING:
SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F
RATE OF BURNING ASTM D635 1 1.28 IN MIN
SMOKE DENSITY ASTM D2843 70.2%
TENSILE. STRENGTHS I ASTM D638 1 1.87 DIFF
COMPARATNE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
6. DOOR SLABS MUST BE STAMPED "HPC" ON TOP RAIL.
149" MAX. OVERALL FRAME WIDTH
2 1 " MAX 36.375" MAX.
D.L.O. PANEL WIDTH 37.5" MAX.
W/ASTRAGAL FRAME WIDTH
Fl 'F== 7
i __ — I .. ........ -1 - _. -- L==
I
LE J De
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT
WITH SIDELITE WITH SIDE' ITE
TABLE OF CONTENTS
SHEET #7 DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES
2 ANCHORING LOCATIONS & DETAILS
3 ANCHORING LOCATIONS & DETAILS
DOUBLE DOOR UNIT WISIDELITES
SINGLE DOOR UNIT WISIDELITES
Adderdmn to NAMI
CBdilaTGTTND.: IJSOi3?Yi
Reviewed By' -
Date Reviewe3—
DOUBLE DOOR. UNIT W/SIDELITES
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S
X 37.5
5500...00
50...
00
50...0
5500..00
N A
3300..0D3300..00 00075450. A 20-
20
3XX0.0 -30.D 55550000....0
55000..000orXO7500-500 0OX 50.
OXO 112.5 5 500 N A 20.0 -20.0
5
OXXO 149 50 500 N A 20.0 -20.0 30.0 -30.0
DATE: 5126117
aa
SCALE: N.T.S.
DWG. BY: SWS
CHK, BY:
KURT BALTHAZOR DRAWING NO.:
FLORIDA P.E.
56533 DWG-MA-FL0212
SHEET 1 or 3
p
Q
6" SEE DETAIL —
3"
6"
3V—..E.
3,. _ 3" 3" 3"
SEE DETAIL
C"
i I I I
6., 6" —1 6"
I 1 1 1
6
3,
OA
B
OA B
6" —
6" 3" — lL 6"
I II I
I 3
6' 6"
SEE DETAIL - #8 x 2"
F"
m I m
0
N
W
a
V
a SEE DETAIL
N D"
J
a
J
Ja
0
O
7
o
a
8 x 2"
8 x 2"
0
DETAIL "D"
1.375"
T
INSWING THRESHOLD
1.48
T
Z-SERIES-SERIES DZS THRESHOLDTHRESHOLD
10 x 5/8"
10 x 5/8"
10 x 1"
10 x 2-1/2"
10 x 1"
10 x 5/8"
DETAIL "C"
0.962"1
T '
BUMPER O THRESHOLD
1.75" I1.047"
1
HIGH DAM O/S THRESHOLD
En
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
6"
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
HOT MELT
I- OMER
16 % 1-1/2" PHS
HOT MELT •',f`-v,,, 1/2' BITE
ELASTOMER
iA Lam.
FKiF6l4S INTERIOR
TYPICAL GLAZING DETAIL
NON -IMPACT GLASS
Addedm to NAMI
Cerilicalim%. AT0137417_
Remwed By:
Date Rehew
c 00
0 0
J Q
Z C J
O c'
F-
Z Ln OCD
z T
u U
Lg
DATE: 5126117
SCALe N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-1`1-0212-1;
SHEET 2 OF ,3
All
SEE DETAIL
C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, 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 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
6
3 r3., — l
0
N
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U
a SEE DETAIL
D" SHT. 2
0
0w
0 ul
o N
a G
D
I
3"
1.25" MIN v t. "
MAXSHIM
CL — I—
r:
TYPICAL MASONRY
ANCHOR INSTALLATION
2. 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".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
HARDWARF SCHFDLIIF
I r3' 6" ___
I I— z
1. KWIKSET 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. + MINN 1— 0.25"
SHIM
CL
X
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1"X1/2" CORRUGATED jj10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
i
ACRYLICLATEXCAULK
ACRYLICLATEXCAULK 171 CL
i
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
3) NtDX2-1/2"
WO D SCREWS Adder dumloNAMIEACHEND
CeitiliealionNo. 015 4 -
Redewed Ry
Dale Rev ew
INTEGRAL WOOD
MULLION (CHS)
U-)
a cc
2
O
cc
Z J
Z O
C
Z
Ln U
Li
Li
o
z
p.
DATE: 5126117
SCALE: N.T.S.
DWG. BY: SWS
HK. BY:
DRAWING NO.:
DWG-MA-FL0212-17
SHEET .3 OF 3
o
it
CERTIFjCgTi
uP ..P'sccRE.' oy
c
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI013747.01.
1955 Powis Road Certification Date: 06/08/2017
West Chicago, IL 60185 Expiration Date: 06/30/2021
t Product: Wood -Edge Steel Full-Lite Glazed Inswing or Outswing Door w/Non-Impact Rated Sidelites
EIDI-P
t"s cc (Requires "HPC" Construction Slabs) (w/Wood Frame unless noted) 9j1+enRSpecification:
TAS 202-94/ASTM E330-02 Glazing:
Insulating Glass (Tempered) The "
Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label
represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI'
s Certified Product Listing at www.Namicertification.com. NAMI's Certification Program 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 & Outswing
O a ue Size Pressure Pressure Rated Comments X
I/S Glazed 3'0" x 6'8" 50/-50 0.0 psf No NCTL-1 10-19469-6 Single
Maximum Panel Size: 3'0" x 6'8" Anchor
Details-DWG-MA-1`1_0212-17 X
O/S Glazed 3'0" x 6'8" 50/-50 3.0 pst' No NCTL-I 10-19469-6 Single
4.5 psf Ntaxinuun Panel Size: 3'0" x 6'8" 7.
50psf' Anchor Details-DWG-MA-FL0212-17 XX
1/S Glazed 6'0" x 6'8" 50/-50 0 psf No NCTL-I 10-19469-6 DOUble
Maximum Panel Size: 3'0" x 6'8" Anchor
Details-DWG-MA-1`1_0212-17 XX
O/S Glazed 6'0" x 6'8" 50/-50 3.0 psf No NCTL-1 10-19469-6 Double 4.5
psf' Maximum Panel Size: 3'0" x WV 7.50psf' Anchor
Details-DWG-MA-FL0212-17 XO/OX I/
S Glazed 6'0" x 6'8" 50/-50 0 psf Door -No NCTL-110-I9469-6 Single w/Sidelite
b Sidelite-NoMaximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Anchor Details-DWG-
MA-FL0212-17 XO/OX O/
S Glazed 6'0" x 6'8" 50/-50 3.0 pst' Door -No NCTL-110-19469-6 Single w/Sidelite
4.5 psf' Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50psf' Anchor
Details-DWG-
MA-FL0212-17 OXO I/S
Glazed 9'0" x 6'8" 50/-50 0 psf Door -No NCTL-110-19469-6 Single w/Sidelites
Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8- Anchor Anchor Details-
DWG-MA-FL0212-17 OXO O/S
Glazed 9'0" x 6'8" 50/-50 3.0 pst' Door -No NCTL-110-19469-6 Single w/Sidelites
4.5 psf' Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50psf' Anchor
Details-DWG-
MA-FL02 12-17 OXXO US Glazed
12'4" x 6'8" 50/-50 0 psf Door -No NCTL-1 10-19469-6 Double w/Sidelites Sidelite-No
Maxinuun Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Anchor Details-MG-MA-FL0212-
17 OXXO O/S Glazed 12'
4" x 6'8" 50/-50 3.0 pst' Door -No NCTL-110-19469-6 Double w/Sidelites 4.5
psf" Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50 sf' Anchor Details-
DWG-MA-FL0212-17 I -Denotes nmuper Outswing Threshold
2 -Denotes Z-Series Outswing "Threshold 3-Hi-Dam Outswing Threshold National Accreditation & Management Institute, Inc./
4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (
804) 684-5122 NAMI AUTHORIZED SIGNATURE:
r
5
L. Roberto Lomas P.E.
66i W. o Rd D-_46d
fl
1 of 3
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514008
434-688-0609 Date: 05/01/2017
rll:2rna Leirlornaca;e.Cam
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8" (wood frame)
Scope:
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.
Anchor capacity in shear condition:
Solid members w/ & w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw (ND5 2012,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: FYb = 80,000 psi
Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -Fir (6=0.42)
Side member thickness: t,= 1.000 in Main member thickness: t,= 1.500 in
Side member dowel bearing strength: Fe, = 4,650 psi Main member dowel bearing strength: F,m = 3,350 psi
Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: I, = 1.140 in
Mode I, Mode I, Mode II Mode III, Mode III, Mode IV
qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0,0014
P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Ko = 2.400 Ko = 2 400 C:-427.67 C: 253.62 C: 267.7 C: 93.6
Z,= 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs
Ko = 2,400 P = 297 Ibs P = 319 Ibs P = 263 Ibs
Min. Design value: Z= 110 Ibs Z= 138 Ibs Ko = 2.400 Ko = 2.400 Ko = 2.400
Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value (ZCo): Z'= 175 Ibs/anchor
Solid members w/ & w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw
Nominal diameter: D: 0.190 in
Root diameter: Or: 0.152 in
Minimum required penetration: p: 1.140 in
Side member: Douglas Fir -Larch (6=0.50)
Side member thickness: t,= 1.000 in
Side member dowel bearing strength: Fe, = 4,650 psi
Side member dowel bearing length: I, = 1.000 in
Mode I, Mode I, Mode II
qm = 11752 Ibs/in qs = 884 Ibs/in A: 0.0003
P = 13397 Ibs P = 884 Ibs B: 1.07
Ko = 2.400 Ko = 2.400 C:-4038.9
Z,= 5582 Ibs Z,= 368 Ibs P = 2287 Ibs
Ko = 2.400
Min. Design value: Z= 163 Ibs Z= 953 Ibs
Duration Factor: Co = 1.6
Allowable Design Value (ZCo): Z'= 262 Ibs/anchor
Fastener type: 1/4" ITW Topton
Substrate: Hollow block
Edge distance: 4,00 in
Edge distance: 2.00 in
Actual edge distance: 2.50 in
Spacing: 4.00 in
Spacing: 2.00 in
Actual spacing: 3.00 in
NDS 2012, TR12)
Gap: g: 0.0000 in
Moment arm: 0.0000 in
Screw bending yield strength: FYb = 80,000 psi
Main member: Steel strap/clip
Main member thickness: t,= 0.048 in
Main member dowel bearing strength: Fe, = 61,850 psi
Main member dowel bearing length: Im = 1.140 in
Mode III, Mode III, Mode IV
A: 0.00059 A: 0.00033 A: 0,0006
B: 0.57 B: 0.5 B: 0.000
C:-3864.9 C: 267.7 C: 93.6
Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs
P = 2126 Ibs P = 420 Ibs P = 392 Ibs
KD = 2.400 Ko = 2.400 Ko = 2.400
Z= 886lbs Z= 175lbs Z= 163lbs
N.O.A. 16-1222.06
Minimum embedment: 1.25 in
Tabulated shear design value: Z = 202 Ibs
Tabulated shear design value: Z = 161 Ibs
Reduction factor: 0.85
Tabulated shear design value: Z = 202 Ibs
Tabulated shear design value: Z = 164 Ibs
Reduction factor: 0.91
Allowable Design Value (ZfAO: Z"= 155 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
0/i
5 1 •yk4 • o , TAT OF16
6, OR 10
ii///0NA1.hE
Luis R. Lomas P.E.
FL No.: 62514
5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville. NC 27023 Report #: 514008
434-688-0609 Date: 05/01 /2017
rliornar=ra`Irinmaspe.t;crn
Anchor calculations, minimum required anchors
36.38 36.38
EEA1 79.25
72.75
37.50 36.38 36.38 37.50
Al A4 A4 Al
Y P3 Y_ Y Y_
j j l j 79.25
Al A4 A4 Al
147.75
Design pressure: 60.0 psf
Zone
Area
Zft)
Load
Ibs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs)
Q
Load
Ibs)
Al 2.3 138 N/A N/A 155 1 138 OK
Az 7.7 463 6.00 21.00 155 5 93 OK
A3 7.7 463 N/A N/A 155 3 154 OK
Design pressure: 60.0 psf
Zone
Area
Zft)
Load
Ibs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs)
Qtv
Load
Ibs)
Al 2.4 146 N/A N/A 155 1 146 OK
AZ 7.9 473 6.00 21.00 155 5 95 OK
A, 7.8 468 N/A N/A 155 4 117 OK
A4 1 2.3 1 138 N/A N/A 155 1 138 OK
A5 1 7.7 1 463 N/A N/A 155 3 1 154 OK
Anchor Locations:
Double door
36.38 36.38 -J
6.00 TYP. -6.00 TYP. - 18.19 TYP.
3.00 TYP. -
79.25
2of3
6.00
I
13.45
MAX. O.C.
I
6i
51
A , TAT 0 F ,
s:cZORMt G•
ONAL'E
Luis R. Lomas P.E.
FL No.: 62514
5/2/2017
1
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514008
434-688-0609 Date: 05/01 /2017
rllomas(a,lrlomaspe.com
Double door with sidelites
37.5(
18.75 TYP.
6.00 TYP. — —
1
t
6.00
1
13.45
MAX. O.C.
79.25
6.00
36.38
6.00 TYR — 18.19 iYR
3.00 TYR —
36.38 37.50
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/161, TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/21,
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1
052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
3of3
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ONAL
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Luis R. Lomas P.E.
FL No.: 62514
5/2/2017