2068 Grandview Ave 13-2188; ALTERATION TO FRONT PORCHApplication No: 1 3— 4 k V
CITY OF SANFORD
AUG 2 7 2013 BUILDING & FIRE PREVENTION
ERMIT APRELICATION
loe
Documented Construction alue:
Job Address: 2 0 6 ft u c-j ye f .5--E,AG C Historic Parcel
ID: Zoning: Description
of Work: %u,VQ4* eyei4 &AA 4, (CNwy SpGtXP Plan
Review Contact Person: Title: Cm-t& vo-c - Phone: '
a 2 - Q 3 ( Fax: 4-f6 1 - 32- 2 E-mail: Sg-v O o So1 GJe(wc vte1`
Property
Owner Information Name -
Dcw iJ F: G (tea cU-r- (Zati.dL G-n4 Phone: 3 2 3 06 If. Street:
20 b & Gyr,_Jv L<3 A,,-e S- Resident of property? : Yee 5 City,
State Zip: p D Contractor
Information : Name
SkoSf . r3 tJ s Censf J c h; , -A- &I c Phone: 'Yo 7 — 3 d 3 Y Street:
o Z 5 (+ 61 s c&r s C_'+ Fax: Ya 7- 3 2 Z- '-(,G 3 G City,
State Zip: LPL 3 Z'7 7 ( State License No.: CC O sk 7 ( r Architect/
Engineer Information Name: %.
s5se 3eK^e_(-{ Phone: 3' Street:
5 2 5 54. 4 P .(,- 6114XA P Fax: City,
St, Zip: r C!2 , r C.- 3 2 *7 o t E-mail: Bonding
Company: Mortgage Lender: Address:
Building
Permit O Square
Footage: No.
of Dwelling Units: Electrical
0 New
Service - No. of AMPS: Address:
PERMIT
INFORMATION Construction
Type: Flood
Zone: Mechanical
13 (Duct layout required for new systems) No.
of Stories: Plumbing
E3 New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm 13 No. of heads: _
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.
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.
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.
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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date f
71 )fx, , A Gat
Print Owner/Agent's Name
of
Nohry POW • wr of RaiO.
s • My Comm. ExPI M Mq 11. 2010
o..
ComadWan I EE 200571
18411t1 An lb Through National Notary Allot.
Owner/Agent is P rsonalll Known to Me
Produced ID Type of ID
APPROVALS: ZONING:UTILITIES:
ENGINEERING: OI'S
y g- e, C?-- 07- /3
ignature of Contractor/Agent Date
21 Lit— T-/ f-7
Print Contractor/Agent's Name
7/3
iWgnt `?fNotary-Stai-68F8oiidC i ON
St'r Notary Public -State of Florida
c My Comm. Expires Feb 25. 2015
v` Commission N EE 60182J
FO ,t" Bonded Through National Notary Assn.
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID / t-P -14 R 1
COMMENTS: OIL 1v C(A,-A eot-c.h. Jo S-P<<c-
WASTE WATER:
BUILDING: - .2 - a
Rev 11.08
PERMIT # .-
BOUNDARY SURVEY FOR: DAVia AND l2N0NDA aAl-4-
DESCRIPTION: LOT 43, ROSE COURT ADDITION TO CITY OF SANFORD, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PACES 3-5 OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA.
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DATE OF:
BOUNDARY: 10-17-86
FOUND:10-17-86
FINAL:10:
tRESURVEY-16-0216-02
1. THIS PROPERTY LIES IN FLOOD ZONE "x'. PER
SWAGGERTY LAND F.E.M.A FLOOD INSURANCE RATE MAP. COMMUNITY -PANEL
SURVEYING. INC. NUMBER 120294 0045 E. DATED APRIL 17.1995.
LICENSED BUSINESS NO.4906 2. TITLE DATA HAS NOT BEEN FURNISHED TO THE SURVEYOR.
1450 IKASTNER PLACE. SUITE 100 3. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED.
P.O.
FLORIDA J277?-?J64
Box ?3
SANFORD. 4. NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL.
407)322-4630 FAX (407)322-6611 5. THIS PROPERTY LIES IN SECTION 31. TOWNSHIP 19 SO')TH.
RANGE 31 EAST. SEMINOLE COUNTY. FLORIDA.
ABBRE VIA TIONS: CERTIFIED CORRECT TO:
REC. DENOTES RECOVERED C.B. DENOTES CONCRETE BLOCK Off/Q 's= G.9110pflv!T.P.&114VAf 7e7,?&vw.-
C.M. CONCRETE MONUMENT w.F. WOOD FRAME
I.P. IRON PIPE RES. RESIDENCE
COt/.VTXyH//OF fC ilE r.'VS /.VC.
c .F.yE.e/CA.V PJd%Fro ram; C-/.vfUef{4/CE CD. I.R. IRON ROD CONC. CONCRETE
0 CENTERLINE A.C. AIR CONDITIONER 6,e0A-E.e5 T rx-dr I, 44C
R/W RICHT-OF-WAY UTIL. UTILITY
R.) RADIAL DRAIN. DRAINAGE I HERE'--,' L`RTIFY THAT THC SURVEY SHOWN
N.R.) NON -RADIAL ESMT. EASEMENT HEREON WAS MADE IN ACCORDANCE TO THE
R.P. RADIUS POINT L.S. LICENSED SURVEYOR 'MINIMUM TECHNICAL STANDARDS FOR LAND
P.C. POINT OF CURVATURE L.B. LICENSED BUSINESS SURVEYING IV THE STATE OF FLORIDA CH.
P.T POINT OF TANGENCY P. PLAT 472.027 AND CH. 61G17-6.
P R.C. POINT OF REVERSE M. MEASURED i
CURVATURE D. DESCRIPTION DATE.
P C.C. POINT OF COMPOUND C. CALCULATED - e
CURVATURE I REGISTERED LAND SURVEYOR NO. 3764
t`
nl
THIS INSTRP MEN P5$A FiD,eY:
Name:
L ' 1-,
Addre MARYANNE MORRE, REMIN13LE COUNTY
CLEW OF CIRCUIT 1'01JRT 6 COMPTROLLER
09 011119 Pq 04731 (Ipq)
NOTICE OF COMMENCEMENT CLERK'S # 20131 15968
REI'111WE1) 09/06/?013 03136:58 ISM
State of Florida R014101146 FF'I:'O 10.00
County of Sen1nole RE )iI)Y T 8 tr 1 Q
Permit Number: Parcel ID Number:
1 ^ C7' 24! ` `— Da'Do-^ o
The undersigned tereby 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.
SCRIPTION OFPROPERTY: (Legal d scription of the roperty and s reet address if available)
qJ 20 rc •Y•f zL 73 N COM RSE
C'
3 2 ( BAR _ ANN U t ouRI GENERAL
DESCRIPTION OF IMPROVEMENT: Cl
Of CI NTy, flOR14' yy
Gk a.r c. I c J. ' 6. gEM1N0lF p .
n6
Zp 3OWNER INFORMATION: // T
SE` . `O
Name: D uU
0.K. A 1` - G k rr.J ems/ CT t ci- . y1 d c\, 1 . c csk! c Address: 2 0 (
5 R C.3,-0,' 1v. -Cw Ai_c 5 . S'a,.,fw cl lac- 3 21 -) Fee Simple Title
Holder (if other than owner) Name: Address: CONTRACTOR: Name:
5J4,
QA4r
Address: 2 C,
Z-: UA6, S c-u S 122L 3?,7 ? l 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 1 have read the foregoing and that the facts stated in It are true to the best
of my knowledge and belief. Owner's SignalOwner'
s Printed Nam Florida Statute 713. l3(
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 '6Yb 411,
County of fie The foregoing Instrument was
acknowledged before me this day of . F by DC,J iC
j - Who Is personally known to me Q_ Name of person making
statement OR who has produced
o s..,,, GEORGE J.'
STIFFEY cos Notary Public - State
of Florida My Comm. Expiren May
21, 2011 a Commission # EE 200571
kWed Thmunh Nall
Shaffer Bros. Construction, Inc.
2025 Hibiscus Court
Sanford, FL 32771
Phone: 407-302-8934 Fax: 407-322-4636
PROPOSAL FOR CONSTRUCTION SERVICES:
To: Dave and Ronda Galloway Date: August 7, 2013
Email: boomerdog(@cf1.rr.com
Phone: 407-474-9704
Re: Converting porch area to living space
Project Address: 2068 Grandview Avenue
Sanford, FL 32771
SHAFFER BROS. CONSTRUCTION, INC. WILL PROVIDE ALL SUPERVISION, LABOR, MATERIAL AND
EQUIPMENT TO COMPLETE THE FOLLOWING SCOPE OF WORK.
Scope of Work:
1. Obtain City of Sanford building permit before any work is commenced.
2. Provide engineered drawings for new addition to home.
3. Cover and protect areas where work is to be performed.
4. Shore up existing porch roof so exterior walls can be removed and slab can be saw cut to
accommodate new footers.
5. Excavate footers and install steel as specified on plans. Pour footers and slab to match existing slab
height.
6. Purchase and install concrete block for exterior walls with door and window openings as specified
on plans. Install steel and pour cells and lintel. Exterior block walls to match finish of existing block
walls.
7. Hurricane strap existing rafters to block wall as specified and as per code.
8. Provide electrical as per plan. Electrical to include: installation of seven (7) recessed can lights,
vanity light, exhaust fan, ceiling fan, two (2) outside floods and wiring of all plugs and switches. All
devices and fixtures will be installed after drywall and paint. Electrical fixtures such as vanity light
and ceiling fan to be provided by owner and installed by Shaffer Bros. Construction, Inc.
9. Plumbing to include: installation of water piping and drain lines for new shower, toilet, bathroom
sink and kitchenette sink. Sanitary lines will be tied in to existing sanitary lines at exterior of new
addition. Hot water lines will be tied in to existing water heater. Sinks and faucets to be provided by
owner. All fixtures will be installed and tied in once drywall and painting is complete.
10. Fur out block walls and frame interior walls as specified.
11. Install new exterior door and three (3) insulated low a windows as specified.
12. Insulate walls and ceilings prior to drywall installation
13. Hang, finish and texture %" drywall on walls. Install cement board on shower walls.
14. Install wall air conditioning unit in main living area and provide a 6" supply from the existing home
to new bathroom area.
15.' Purchase and install new pocket door, base board and door trim.
16. Paint interior and exterior of addition with colors chosen by owner.
17. Install new Formica countertop as specified in kitchenette area.
18. Install owner furnished tile on shower walls and bathroom floor.
19. Install owner furnished flooring in living area.
20. Install bathroom accessories (towel bars, toilet paper holder, hooks, mirror, grab bars, etc.).
Bathroom accessories to be provided by owner.
21. Clean up and haul away all debris.
Exclusions:
1. Any item not specifically stated in scope of work.
2. Owner to provide tile, flooring, ceiling fan, vanity light, (2) sinks, (2) faucets and bath
accessories.
Price:
All work is guaranteed to be as specified and completed in a substantial workmanlike manner for the
sum of twenty three thousand five hundred fifty and 00/100 dollars ($23,550.00). The pricing of this
proposal is valid for 30 days.
Payment Schedule is as Follows: 10% Due:
20% Due:
20% Due:
10% Due:
Upon contract signing
Upon completion of slab and block work
After plumbing, electrical, and framing inspections
Upon completion of insulation and drywall
20% Due: Upon completion of tile and interior trim
15% Due: Upon completion of painting
5% Due: Upon final completion
Any alteration or deviation from above specifications involving extra costs will be executed only upon
written orders and will become an extra charge above the proposal. Approved change orders will be
invoiced and due upon completion.
Acceptance of Proposal- The above pricing, specifications and conditions are satisfactory and are hereby
accepted. You are hereby authorized to do the work as specified. Payment will be made as outlined
above.
Signature: Date: r zr /
Owner
Signature:
Rick Shaffer
Shaffer Bros. Construction, Inc.
Date:
Revision
r - -
1 City of Sanford
Response to Comments SEP g 013
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Permit # I Submittal Date Q' C)9. 1 3
Project Address: v( x
Contact: ,4lC
Ph: "NW— )D-L— YIM Fax:
Email: tx gQgQ ` o-7--Z& bPA\-s--34 1,r)(4,
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
General description of revision:
ow 0636 4 0
ROUTING INFORMATION
Fire Prevention
El ---'Building 71,3
Approvals
Florida Building Code Online
WwDows
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Search Results - Applications
EL$ Manufacturer SLfltui
Revlsian Pella Corporation I
Gtepory: wintlow5
Subcategory: Singie Hung
James L. Buckner, P.E. at C8UCK Engineering
561) 491-9927
Approved `
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary.
OFFICE
Contact Us :: 1440 North Monroe Street. Tallahassee FL 32399 Phone: B50-Ia7.1824
The State of Florida Is an AA/EEO employer. Copvdaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses arc public rl cords. If you do not want your a -mall address released In response to o public -records request, do not send electronic
mall to this entlrySta. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact850.4a7.1395. `Pursuant to Section 455.2751), Floridatutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emalls provided may be used for official communication with the Iltensee. However emall addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an emall address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
CIICk LSD.
Product Approval Accepts:
drat
ITRIVINJITUMTMI
CreditSAJ
E
http://www.floridabuilding.org/pr/pr_appjlst.aspx
Hallmark® Certificate of Conformance and License (CCL)
Pella Corporation
102 Main Street
Pella, IA 50219
Mfr ID: 411
For more information visit www.amscert.com
Website:
TEL: (641) 621-1000
WINDOW 8 DOOR
r , MANIUFACTURERS ASSOCIATION
WDMA
Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate
411-H-1043.16 10/20 Series Single Hung 101/I.S.2/A440-08 Class R-PG35; Size Tested 914mm 1511mm PEL008-07-30- 10/14/2009 8/3/2017
914x1511mm (36x60in)-H 07450.5rev
WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating By: U= c tv John Mc Fee, Certification Mgr, WDMA Hallmark
manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have
been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, Program Sponsor: Program Administrator:
quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and Window and Door Manufacturers Assoc Administrative Management Services, Inc.
330 N. Wabash Avenue, Suite 2000 PO Box 730, 100 West Main
are subject to regular follow-up inspection and test. It is further certified that samples of the product Chicago, IL 60611 Sackets Harbor, NY 13685
set forth above were tested and found to comply with the standards. TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff®amscert.com
I 6ta? 3 d3s
i
WD-20 10114109 Friday, August 02, 2013 Page 1 Of 1
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS SPECIFIED ANCHOR EMBED TD BASE
MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO
L OPENDM BUCIONG t BUCKING FASTENERS MUST BE PROPERLY DESIGNED ! INSTALLED TO TRANSFER WIND
LOADS 10 THE STRUCTURE.
THESE NON -IMPACT RATED WINDOW SYSTEM INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE
REOUIEMURS OF THE FLORIDA BEADING CODE (FBC).
4. ALL ANCHORS SECURDIG WINDOW FRAME TD PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE
CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHOWAS IN THE WOOD.
S MATERIALS. INCLUDING BUT NOT UMVIEDTO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER D6SDNAR MATERIALS
SHALL MEET THE REQUIREMENTS OF FLORIDA IULDDM CODE CHAPTER 20. TO
THE BEST OF OUR KNOWLEDGE. THE WIDOWS SHOIRI HERELN AM CDZTM t QUALM ASSURED BY A FLOM
STATE APPROVED CERTIFICATION/CA ENTITY t SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE
SIN-3 FlORMA BUILDING COMMISSION SPECIFICATIONS WINDOW ASSEMBLY 6 NOT PART OF THIS DRAWNG AND
SHALL BE IN ACCORDANCE WITH THE MANUFACMRFR'S OUALFTY ASSURANCE SPFCIFXwiroH6 t TESIDNC REPORTS.
7.
CLR TEFICK ON OF THESE WINDOW INSTALLATIONS SHALL BE CONSIDERED VOID E ANY OF THE FOILOWNC APPLY:
1) TIV ARE Ib7ALLfD 11YTHOUT A BUILDING PERMIT FROM THE APPl1CiAME LOCAL MUM DEPARTMENT. 2)
IF THEY ARE INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR DPETIENCED WITH WINDOW INSTALLATIONS.
3) IF M:HMICES HAVE OC URLD TO THE PRODUCES CERTIICATON DITITYS CERTIFICATE THAT CAUSE
THESE INSTALLATIONS TO BE INCORRECT OR NCOKMENf WITH WHAT HAS BEEN TESTED,. L
THE LEAST 00" PRESSURE SPECIFFE D EITHER IN THIS DRAWING OR IN THE PTOOUCTS CERTIFICATION SHALL CONTROL
FOR THE INSTALLED WIDOW. THESE
DRAWINGS CERTIFY THE NDDOW INSTALLATION ONLY WATER PROOFING OF THE INSTALLED WINDOWS IS NOT
PART OF THIS WSTALLATDN CERTIFICATION. THAT RESPON51BMY SHALL BE THAT OF THE MANUFACTURER OR
INSTALLER ALTERNATE
ANCHOR/SUBSTRATE EVALUATION NOTE: ALL
ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES
HAVE BEEN ANALYZED IN ACCORDANCE WITH
THEIR APPLICABLE STANDARD(S) AND ARE FOL TO
BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(
S) USED IN TESTING WITH THIS PRODUCT. INSTALLATION
EVALUATION 6 BASED ON APPLICABLE ANCHOR STMMVW AND/OR INFORMATION !
RESULTS FROM APPUGA&E TEST REPORTS. TIE FL0RIOA lIALODO CODE
VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF
THE EVALLLATON IN THE EVENT OF CODE VERSION CHANGES/UPOATES OR IN THE
EVENT THAT NEW OR AWTIONAE TFS'FWG 6 COMPLETED ON THE REFERENCED PRODUCT.
PRIOR TO STATING CODE COMPLIANCE WTIH THE STATE. THE MANUFACTURE R SHALL
CONFIRM WITH THE INSTALLATION EVALUATION ENGNEER OF RECORD THAT THE INSTALLATIONS
SPECIFIED HERE-W ARE CURRENT WITH THE THEM CURRENT TESTING. CODE
AND APPLICABLE STANOMLDS OPENING
TYPE wEs,
rRATE) WOOD
FRAME CFL
3 ! G-f IA
33 KSI ME THl
A36 1'
TH K 6063-1 U
2500 PSI C T)
II WOOD
FRAME GR
3&Gd A
33 KSI ME a'
THK Am 48'
MAX. FRAME WIDTH Al
BLA
IN OPPMITE
FIN
ANCHOR WITHIN
2' OF CORNERS &
8' MAX.
O.C. WITH STANDARD
sPERFORMANCEWINDOWS &
4' MAX.
O.C. WITH HIGH
PERFORMANCE
WINDOWS.
SEE FRAME
ANCHOR oo
REQUIREMENTS TABLE'
ON THIS SHEET
FOR REQUIREMENTS.
j
FRAME/
CUP/HAL FN TO OPENIM
FASTENER TYPE MODINM
EMBEDMMUM EDGEoIST. V
EXTERIOR
ELEVATION: SINGLE
WINDOW ON
INSTALLED SERIES 10) SCALE:
3/4' - 1'-0' SCREWS
SERIES 20 NO.
10 S16 OR Wood SCREW 1 1/4• 3/4• 10
GR. S SELF TAP DRILL SCREW FUt1 1 ' ND.
10 SL6 OR WOOD SCREW 11 1/4.1 3/4' No
10 MIN.
GR. S R G-0.55) 0) No. 6% 1 1/2' SMS 1 3/D' 1/2' MW.
2X4 WOOD FRAME OR BUCK fN Y X 11 GA ROOFING NML 1 7 MIN. GEL. 3 R G-Om) I)
FRAME SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW 2)
IEAPCONS OR HRD KWD-CON 0 (HARDENED STEEL OR SS) fTF RAKSET/IED HEAD
T 3)
WHEN SCREWS ARE USED WITH THE Na FIN. THEY MUST BE A WAFFLE HEAD SCREW OR
HAVE A MT WASHER AT THE SCREW HEAD. 4)
ROOFING NAILS ARE ONLY WITHWITHHIGHPERFORMANCEVPU A B
WITH STANDARD PERFO&LNNE WINDOWS (N/A ALLOWABLE
DESIGN PRESSURE L
THEY LAY NOT K USED n D6TALLATbp
OF NIT OTHO USED
FO11 Fll= MD/OR IAODUCT
NOT PRODUCED F 48'
MAX. FRAME WIDTH --I F4' MAX. 2
FRAME SCREWS 2 LUUALLT WHERE
SHOWN. 5SPACED SEE '
FRAME ANCHOR
REQUIREMENTS
EQUALLY THESE
2 TABLE'
ON THIS SPACED ANCHORS
SHEET
FOR N
ARE NOT REQUIREMENTS. WREQ'
D WHEN 9' MAX. WINDOWFRAME
HEIGHT
IS 62'
OR LESS 9' TYE.
EACH a
SIDE) MAX.
00
EQUALLY
SPACED
EQUALLY
SPACED
NO
ANCHORS REO' EXTERIOR ELEVATION: —L 4' MAX. AT
HEAD & SILL SINGLE WINDOW FRAME
SCREW INSTA I FD SERIES 201 SCALE:
3/4' = 1'-0' MAXMAX.
Fl%ED SASH ACTIVE SASH PRESSURE FRAME FRAME
STILE HEXED RAIL MEETING RAIL ( WIDTH HEIGHT
REINFORCEMENT REINFORCEMENT REINFORCEMENT & IN.) (IN.)
NEGATIVE) L) WINDOW
HAS A MAXIMUM 35' TALL BOTTOM VENT. 1) WINDOW
HAS EQUAL TOP & BOTTOM VENTS PRESSURE SHOWN
IN THIS TABLE IS FOR INSTALLATION COND ONLY. THE
GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE
THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW'S
STATE APPROVAL OR THAT SHOWN IN THIS TABLE. HIGH PERFORMANCE
WINDOW bN
IT:
a twi, Wd
N1
OF
5
FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW
PRESSURE TABLE ON THIS SHEET
48' MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
2' TO T 2r TO 3'
7/ EE SINGLE WINDOW
ELEVATION FOR FIN
ANCHOR
REQUIREMENTS &
POSITIONS AROUND
WINDOWS
I INDIVIDUAL WINDOW
WIDTHS ARE RESTRICTED
TO DIMENSIONS SHOWN
BUT OVERALL UNIT
FRAME WIDTH SHALL
CONTROL
CLUSTER FIN
ANCHORS AT MULLION
I ENDS SUCH THAT
THERE ARE A TOTAL
OF 4 POSITIONED AS
SHOWN. SEE "FRAME
ANCHOR
REQUIREMENTS
I TABLE' ON SHEET 1
FOR REQUIREMENTS
I
X
I
I
X
I
1" T v
ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) —
OVERALI
WINDOW SIZE ALLOWABLE
MULLION STILE FIXED SASH ACTIVE SASH PRESSUREm
FRAME FRAME NFORCEMENf NFORCEM MEETING RAIL MEETING RAIL
HEIGHT TYPE EINFORCEM EINFORCEMEN NEGATIVE)
IN.)
ON CLIPS WHERE SHOWN. SEE
tUK NViA. UVLKALL UNII WIUIH, SLL WINDOW
PRESSURE TABLE ON THIS SHEET
48' MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48' MAX. INDIVIDUALWINDOWWIDTHWINDOWWIDTHWINDOWWIDTH
4' 4' 4' 4' 4' 4" 4' 4"
A2
FRAME SCREWS
SEE SINGLE WINDOW WHERE SHOWN AT
I INDIVIDUAL WINDOW I HEAD MULLION END. ELEVATION FOR FIN
ARE RESTRICTED SEE 'FRAME ANCHORANCHOR
TO DIMENSIONS SHOWN REQUIREMENTSREQUIREMENTS &
BUT OVERALL UNIT TABLE" ON SHEET 1POSITIONSAROUND
FRAME WIDTH SHALL FOR REQUIREMENTS. WINDOWS
CONTROLL2
I I
1
DMAUA11O
INSTALLATI
FRAME ANCHOR REQUIREMENTS TABLE ON
SHEET I FOR REQUIREMENTS.
NOTE: CLIPS MAY BE USED AT HEAD ALSO
IN LIEU OF FRAME SCREWS
NA _ I
PRESSURE SHOWN IN THIS TABLE IS
FOR INSTALLATION CONDITIONS ONLY.
THE GOVERNING DESIGN PRESSURE ON
THE WINDOWS SHALL BE THE LESSER
OF THAT SHOWN IN THE INDIVIDUALWINDOW'S STATE APPROVAL OR THAT
SHOWN IN THIS TABLE.
HIGH PERFORMANCE NO ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. WINDOW
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES.
3 IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING,
ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE
COMPARABLE TRIPLE UNIT
o' ti ,
tn iZU %fir co L, %I V
ut 0: Qo:z;
j vim\ rr z ' I
KA
O
z
INSTALLATI
FRAME ANCHOR REQUIREMENTS TABLE ON
SHEET I FOR REQUIREMENTS.
NOTE: CLIPS MAY BE USED AT HEAD ALSO
IN LIEU OF FRAME SCREWS
NA _ I
PRESSURE SHOWN IN THIS TABLE IS
FOR INSTALLATION CONDITIONS ONLY.
THE GOVERNING DESIGN PRESSURE ON
THE WINDOWS SHALL BE THE LESSER
OF THAT SHOWN IN THE INDIVIDUALWINDOW'S STATE APPROVAL OR THAT
SHOWN IN THIS TABLE.
HIGH PERFORMANCE NO ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. WINDOW
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES.
3 IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING,
ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE
COMPARABLE TRIPLE UNIT
o' ti ,
tn iZU %fir co L, %I V
ut 0: Qo:z;
j vim\ rr z ' I
KA
O
z
KA
O
z
108' MAX. OVERALL FRAME WIDTH
48' MAX. INDIVIDUAL 60" MAX. INDMDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
2' TO 3' 2' TO 3'
x
W
a4
n
EE SINGLE WINDOW
ELEVATION FOR FIN CLUSTER FIN
ANCHOR
REQUIREMENTS h
POSITIONS AROUND
WINDOWS
ANCHORS AT MULLION
ENDS SUCH THAT
THERE ARE A TOTAL
OF 4 POSITIONED AS
SHOWN. SEE 'FRAME
ANCHOR
REQUIREMENTS
TABLE' ON SHEET i
I
INOMDUAL WINDOW
WIDTHS ARE RESTRICTED
TO DIMENSIONS SHOWN
T OVERALL UNITBUT
FRAME WIDTH SHALL
CONTROL
I
I
I
O
FOR REOUIREMENTS
X I
I
I
I X
j
I I
i INSTALLED SERIES 10)
108" MAX. OVERALL FRAME WIDT}
48' MAX. INDIVIDUAL 60" MAX. INDIVIDUAL _
WINDOW WIDTH WINDOW WIDTH
SIMILAR , 4' 4"
SEE SINGLE WINDOW
ELEVATION FOR FIN INDIVIDUAL WINDOW
ANCHOR WIDTHS ARE RESTRICTED
REQUIREMENTS Ac TD DIMENSIONS SHOWN
POSITIONS AROUND BUT OVERALL UNIT
WINDOWS FRAME WIDTH SHALL
CONTROL
i
4 I 0
X
I
n
CUP
INSTALLATION CUPS WHERE SHOWN. SEES
FRAME ANCHOR REQUIREMENTS TABLE' ON
SHEET 1 FOR REQUIREMENTS.
NOTE: CUPS MAY BE USED AT HEAD ALSO
IN UEU OF FRAME SCREWS
ALLOWABLE DESIGN PRESSURE
XOX WINDOWS)
30 PSF
PRESSURE SHOWN IN THIS TABLE IS FOR
INSTALLATION CONDITIONS ONLY. THE
GOVERNING DESIGN PRESSURE ON THE
WINDOWS SHALL BE THE LESSER OF THAT
SHOWN IN THE INDIVIDUAL WINDOW'S STATE
APPROVAL OR THAT SHOWN IN THIS TABLE.
48" MAX. INDIVIDUAL
WINDOW WIDTH
44
FRAME SCREWS
WHERE SHOWN AT
HEAD MULLION END.
SEE "FRAME ANCHOR
REQUIREMENTS
TABLE" ON SHEET 1
FOR REQUIREMENTS.
j
X
j
4".' 4-' 4"' 4— '4'144`14-1 EXTERIOR
ELEVATION: MULTIPLE
OPERABLE/FIXED WINDOWS LEMME
S'REW INSTALLED SERIES 20) SCALE:
3/4" = 1'-O" NOTE.
1.
ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 2.
TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES k IS RESTRICTED TO
A MAXIMUM OVERALL FRAME WIDTH OF 96'. 3
OF 5
SEE WINDWPRESSURE
TABLE ON THIS SHEET
A
FIN ANCHOR
WITHIN 2' OF
CORNERS & 8'
MAX. O.C. SEE
FRAME ANCHOR
REQUIREMENTS
TABLE' ON THIS
SHEET FOR
In REQUIREMENTS
B1 B1
W 5
pp sm
M, 1 I , III :.
FOR MAX. FRAME WIDTH.
SEE WINDOW PRESSURE
TABLE ON THIS SHEET
c
i 2
W
110n
F4' MAX.
18' MAX. O.C.
2
0 FRAME SCREWS
WHERE SHOWN.
SEE 'FRAME
ANCHOR
REQUIREMENTS
TABLE' ON THIS
SHEET FOR
g' MAX, REQUIREMENTS.
NO ANCHORS REQ' 4. MAX.
AT HEAD k SILL EXTERIOR ELEVATION:
SINGLE WINDOW WITH TRANSOM
FRAME SCREW INSTALLED SERIES 20)
SCALE: 3/4' = 1'-0'
ALLOWABLE DESIGN
PRESSURE
WINDOW WITH TRANSOM)
WI7FPAME ALLOWABLE
MAPRESSURE
FRA
Po
WID
IN NECA
30 76 135
46 76 30
C)
z
SHEET NO
4 a
FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER FRAME
AN4
IIATION(
M: uen® n
FRAME ANCHOR UBSTRATE BY OTHERS PER 1/4' MAX. SPACE FRAME WIDTH — SEALANT BY REQUIREMENTS TABLE'RAME ANCHOR
OTHERS BEHIND 'i'I:.;, :,
QUIREMENTS TABLE' SUBSTRATE BYNAILFIN
OTHERS PER d
1/4' MAX '
FRAME ANCHOR
a (- SPACE
REQUIREMENTS
SEALANT BY TABLE'
SERIES 10OTHERS1/4' MAX. SHIM
WINDOWATEACHANCHOR
FRAMEFINANCHORPERJ-CHANNEL
SUELEVATIONpOTHSECTION/NOSEISSERIES10OPTIONAL
AND WINDOWSEALANT BY NEED
NOT BE FRAME I E20OTHERS BEHIND PART
OF THE WINDOW NAIL FINFRAME PROFILEFRAMEEXTERIOR =
J-CHANNEL .;, SECTION/
NOSE IS SERIES , ,
WINDOW
10
OPTIONAL AND , V • n
NEED
NOT BEEXTERIOR own FRAME
O SERIES
20 PART OF THE SEALANT BY WINDOW
FRAME PROFILE :t
OTHERS
SEALANT
Bl Z as oI OTHERS
FRAME
i
INSTALLATION CUP SECTION 81 0 0 o n a
PER
ELEVATION SCALE: 1/2 FULL 5 U a m I_ 0
SEALANTBY1/4' MAX SHIM Z OTHERS
N^ ATEACHANCHORFRAMEWIDTH — a 1/
4' MAX. SHIM - o SEALANT
BY - SUBSTRATE BY OTHERS
BEHIND y! '•'=!' 1/4- MAX. OTHERS PER .f _ Is NAIL
FlN " - ' ' ' " "x =; : " ' SHIM AT EACH CLIP "FRAME ANCHOR SERIES 20 REOUIREMENTS
WINDOW FINANCHORPERELEVATIONSUBSTRATEBYOTHERSPERTom.
FRAME w SECTIONAl 'FRAME ANCHOR ::: :'. SCALE:
1/2 FULL 5 REQUIREMENTS TABLE' INSTALLATION CUP SCREWSUBSTRATE BYO0 + _
FRAME
ANC OR 1HERS
PER PER ELEVATION (1 PER CUP) S
ia$+ CONTINUOUSWOODMEMBERLESSINSIZETHANA2X_ BUCK REQUIREMENTS TABLE' o ' TOBEMIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE FRAME ANCHOR a IS
WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SECTION A2 PER ELEVATION o N 4IX SCALE: 1/2 FULL 5 g
ba rig: EXTERIOR
SUBSTRATE
BY OTHERSF PER '
FRAME ANCHOR ;'` ,.'; ;. REQUIREMENTS
TABLE' `_Y,4 _ OOTHERS BY
SEALANT
BY ` 30 OTHERS
1.325 0.293 f ; FRAME
SCREW PER ELEVATIONST ® 3- SECTION B2 s REQUIREMENTS
TABLE' 'FRAMEANCHOR0.060 SCALE:
1/2 FULL 11111" z ; REXTERIOR .......
o N
OPTIONAL (
SERIES IES20) DIRECT MOUNT DETAIL O1 INSTALLATION CUP _ c y " o? > TO
SUBSTRATE WITH SPACER (VINYL) = 0 ` o CS
HEAD
SECTION SHOWN, SIDES ARE INSTALLED THE SAME) A o N ¢ a SILL
DOES NOT APPLY) Z FOR
DETAIL NOT SHOWN, SEE SECTIONS A2/4 & B2/4) %,66ym *PP 1572 D SKM
NO
Florida Building Code Online
Poe) rLS
j'1fl; C `r-`io4-I'Y}Q' rhG;,'I•i, ' i 1
1 t , i`•,' ifl i li BUS Home Log In User Registration J Mot TopicsSubmit Surcharge Stets a Fa
Busines.' '
PctProfessional (f UERd"bUser Approval
ICE offproduct
Aooroval Menu > Product or Aoollcatlon search > Aoonration List Application Detail FL
I' FL8228-RS t'_•• _'- _ '
t'`'-'-7 Application Type Affirmation Code
Version 2010 Application
Status Approved Comments
Archlved
Page
1 of 4 PERMIT #
27
Product
Manufacturer Masonite International Address/
Phone/Email 1955 Powls Road West
Chicago, IL 60185 615)
441-4258 sschrelber@masonite.
com Authorized
Signature Steve Schreiber ssch
rel her®ma son Ite. com Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Exterior Doors Subcategory
Swinging Exterior Door Assemblies Compliance
Method Certification Mark or Listing Certification
Agency National Accreditation & Management Institute, Validated
By National Accreditation & Management Institute, Referenced
Standard and Year (of Standard) Standard Year ASTM
E1886 2002 ASTM
E1996 2002 ASTM
E330 2002 TAS
202 1994 Equivalence
of Product Standards Certified
By I
affirm that there are no changes In the new Florida Bullding 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 A Date
Submitted 02/06/2012 Date
Validated 0210612012 http://
www. floridabuilding.orglprlpr_app_dtl. aspx?param=wGEVXQwtDquftCwaMPtp3 Tq... 9/9/2013
NOTICE OF PRODUCT CERTIFICATION
Compam: Masonite International Corporation Certification No.: N1006900.01
1955 Pnwis Road Certification Date: O1/14/2007
West Chicago, IL 60185 Expiration Date: 12/31/2014
Revision Date: 09/27/2011
Product: Fiberglass Opaque Inswing or Outswing Door w•/ and w/o Non -Impact Rated Sidelites (w•/Wood
Frame unless noted)
Specifications Tested To: TAS 202-94/AST.Ni E330/AST11l E1886/E1996
Impact Rating: Wind Zone 4-Missile Level D
The "Notice of Product Certification" is only valid if the NAM Certification Label has been applied to the product as described within this document. The certification
label represents product conformit% to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing -vithin
NA111's Certified Pruduct Listinu at %%%ti%.Namicertification.cc,m. NAN11's Certification Program is accredited b)- The American National Standards Institute (ANSI).
Inswing Clazed Structural Vater Missile Test Report Number 1
Configuration or or INla-timum Design Test Impact Drawing dumber R
0uiswing Opaque Size Pressure Pressure Rated Comments
X FS Opaque V' x 6'8" 2.86 psf Yes NCIT-310-3.;8.1
Slnule I I
Mamillunl Patel Site. i";i'
An;hor Daail•I:\-I L!ilpu-ti- J
X rU• 5 Opaque U" x G'8" 8' 8 10.: psf 1 es NC'TI-210-3;55-I -C I LA-772\C
Single i i I I Mammum Palcl Size- 3'rr. \ ;, e
Amhur Detail-\I.\4FI.0160-o'
XX 1.1s Opaque 6'0" x 6'8" i=50.5;'-50._ i 2.86 psi- Yes C"11•2Iu-; 104.1210- : 14-I.VC-1 LA-
3"•Sldelnc: .lti..
Double! I Maximum Panel Site- 3'06 i \ ; x 6"S" I
XnJikr Detail-MA-F11;I60-9i XX
O!S Opaque 6'0" x 6', ' g' i._; , U.: I 6.0u psf Yes CT1:210-3105-I ala.;;Ia-1.\(-IL.\•-'2\\'-_ x-'
Double
S z ,1* pMaximum
Patel Size' '(' x G'8" Sidclite: 3'tr t i ,
nchai Det:ul•\I4-FI i11FU-J? XO;
OX i IusIOpaque Door 6'0" x 6 8 50.5!-50.5 I -.86 psf Door Yes NCTI '_ 1 1-3 I05-1 •_ I0-- _ I I- I A CTI .A--72\G-2 Sin
le idetite Glazed Sidelite Sidetite-No taxm,
mn Nule1 S1re: ; t x 6 V-Sidditc: ; u x 6'r' ne1,
n1 1kr.In•\t.\-171.6160•0' XO.'
OX U'S ' Opaque Dour 6'0" x 6'8'* i;_50.5 6.00 psf Door -Yes Silwic \\'/
Sidelites Glazed Sidetite I 8'' psf" Sidelitc-No Maxnrlum
Panel Sirc::'n" x 6'8''•Sidetite- .,'I Anchor
Detail•\IA-Fl. lnl)•0' OXO
I•S Opaque Door q.0.. x 6*5'* 0.5.,-:,U.-; 2.86 p;f Door -Yes NC T I.-_2Ill-', l n;.1.211)- 3I J-! . CTI.A--.-,,,\•_' Sinele\\
YSidelites Glazed Sidelites i Sidetite; \o Maximum
Pan:i Si;,.- 3',i' x 6'S" -sidditc. 3'0., x t'8" 1,
trDctail-\I:\-H.0100.0- OXO
O'S Opaque Door Q-0.. x 6-tV i: ;0. 6.00 psi Door -Yes c:11.-210-;105-I.2Iti-;; la•t \.%'rl.:\---2u'-2 Single \\'
rSidelitc. Glazed Sidelites I r 8.- psi Sidelites-fro Ma\
iniunl Panel Si;,;.-:6'8'•5idclitc: Anchor
Demil-MA-Fi.01611-W OXXO
I: S 1 Opaque Dour ! 12'" x 6'8" i —O.S O.i SG psi' Doors -Yes NC]1--211)-; 105.1.2W-3;14-1A.Crt.a-772%V-2 Double %\'
Sidelitc, Glazed Sidelites i Sidelites-No Maximum
P;mrl Site 3'n'- \ 6,S-•:5ldclitc: 3.i. x 6.8'. nehorDc:
ad•\L\-FI016o-tti? OXXO
O1S Opaque Doors 12'-1-' x 6'8'- i _';ji-0. 6.00 psf Doors -Yes NC IL-210-;u,5-1.210-3;1•t-IA.CTI .\-72\%-2 Double %%!
Sidelites I Glazed Sidelites 2i psi,* 8.st I
Sidelites
1\0 \taximurlt
Panel Si/c , t,' x 6's''SidAic "',r". \— I .\
nchorL)etad-\I•\-FIU16o_p? Denotes
High Dam Threshold Design r National
Accreditation S Martacenient Institute, Inc./479-1 George Washington 1lemorial Highwa/Ha es, A!3u72 Tel: (
804) 684-5124/Fax: (80.3) 68.1-5122 NA.
II AUTHORIZED SIGNATURE:
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 504A
336-945-9695 Date: 12/29/09
Product: Single Door 3'x6'8•
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.
Drawings verificatlon:
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-FLO155-05 DWG-MA-FLO170-07
DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FL0156-06 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 cluallfled:
1. #10 Wood screw, for Installation in wood frame substrates.
2. 3/16" ITW Tapeon, for masonry installation
Anchor capacity /n shear condition:
Fastener type: #10 wood screw NDS 2005,11.3)
Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir
Side member thickness: t.= 1.000 in Main member thickness: t.,= 1.500 in
Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F.,,, = 3,350 psi
Minimum required penetration: 1.330 in Screw bending yield strength: Fp = 80.000 psi
Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 Ibs
Allowable Design Value: Z'= 171 Ibs/anchor Mode IV
Fastener type: 3/16" rM Tapeon 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 = 112 Ibs 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 value per interpolation: Z = 189 Ibs
Allowable Design Value: Z'= 169 Ibs/anchor
Minimum anchor capacity. in Ibs/anchor
Note: Anchors with the least capacity Is used for calculations to quality anchors with higher capaclry.
Anchor calculations, minimum required anchors
Pressure ocainst stops with bump threshold:
36.38 Design pressure: 85.0 psf
r I
7_71
79.25
Single. Pressure away from stops:
36.38
Ed" 79.25
1 of 2
Zone
Area
zff)
Load
Ibs)
Ind.
in)
Max.
O.C.
In)
Anchor
ResultCap.
Ibs)
load
Ibs)
A, 2.3 195 N/A N/A 171 2 98 OK
A 7.7 656 6.00 18.00 171 5 131 OK
Design pressure: 85.0 psf
Zone
Area Load Ind.
ax.
C. M
Anchor
ResultCap. Load
ffe) Ibs) in) Y
In) Ibs) Ibs)
A, 10.0 851 6.00 18.00 171 5 170 OK
5\\ iL/O//i
IN J\
r •\.\G E IV s
4._TAf;07o& ; lrJ Luis R. Lomas P.E.
it`d ORti P • \a\ FL No.: 62514
0
E`S G 1 /7/2010
iis ONAI.MEa
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer Masonite
Lewisville, NC 27023 Report #: 504A
336-945.9695 Date: 12/29/09
Single. Pressure against stops with saddle threshold:
36.38 Design pressure: 85.0 psf
At
A2Y 79.25
Anchor Locations:
36.38
18.19
6.00 TYP. -
I
6.00 TYP.
1
6.00
13.45
MAXI
O.C.
1
79.25
J-
6.00
Zone Area
ft)
Load
Ibs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs) Qty
Load
Ibs)
Al 2.3 195 N/A N/A 171 2 98 OK
Az 8.9 753 6.00 18.00 171 5 151 OK
Note:
Anchor locations indicated in this document are the minimum required for the described product
exposed at the design pressure Indicated herein.
2of2
w IIIII///,
L 0
ElUS•:9
y,
0 A 51
v _
TAT OF ; ,,;
P0R0
ONAI.,E?
Luis R. Lomas P.E.
FL No.: 62514
1/7/2010
0 '/G"GCS' i 4 2Z1C
SIDE -HINGED FIBERGLASS 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 REWIRED.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REWIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON -IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84.
5. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM 01929 7'F > 650 'F
RATE OF BURNING ASTM 0635 0.5652 IN/MIN
SMOKE DENSITY ASTM 02843 53.4%
TENSILE STRENGTH' ASTM D638 3.2% RIFF
6 PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT
SELF *NRION TEMP ASTM D1929 740 'F > 650 'F
RATE OF BURNING AST1A 0635 0.77 IN MIN
SMOKE CF14S1TY ASTM D2843
TENSILE STRENGTH- ASTM D638 7.50'Y RIFF
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
7. IMPACT GLAZING LAMINATE MIALAI DADE BCCO NOA 09-0127.13
E3
00 0000 00.
Lj 00
SINGLE DOOR UNR DOUBLE DDDR UNR _$IVCLE DOOR UNR
WITH SIDELITE
TABLE OF CONTENTS
SHEET IY DESCRIPTION
1 iYPICAII, ELEVATIONS do GENERAL NOTES
2 ANCHORING LOCA110NS Q DETAILS
3 ANCHORING LOCATIONS k DETAILS
i 49' MAX. CVERALL FRAME MOTH
27' MAX 36.375' MAX.
O.L.O. PANEL WIDTH 37.5" MAX.
W/AS'TRAGAL FRAME WIDTH
m
Ci
PQu_ftc DOOR vAL W/51DELITEs DESIGN
PRESSURE RATING WHERE
WATER INFILTRATION PERFORMANCE IS IREQUIREDTOBE15% OF DESIGN PRESSURE CONFIC
MAX WIDIH INSWING OUTSWING INSWING I OUTSWINC I OUTSWING• 3
7. 85.0 -85.0 B70 -85.0 19.0 -1 .0 70.0 -70.0 r7 .0 -70.0 X%
14 SD.S -50.5 55.0 -50.5 i•19.0 -19.0 40.0 -40.0 r55.0 -50.5 OX
or XO 75 SD.S -50.5 N.0 -50.5 19 0 -19.0 40.0 -40.0 55. -50.5 OXO
112.5 5 55.0 -50.5 19.6 -19.0 40.0 -40.0 55.0 -50.5 QXXO
149 50.5 -50.5 55.0 -50.5 19.0 -19.0 40.0 -400 55.0 High
Darn Threshold Design AA
wm b MNO Mw
Njaa&400-"el17 SCALC
N. T.S. INC.
F7nec.
er sW5 cw.
BY. KURT
SALTHAZOR M*lr-"c 'y: FLORIDA
P.E. DWG-MA-:r-LO160 156533
9
r _L or-!
3'
SEE DETAII
C"
3"
6 x 2-1/2"
8 x 2-1/2"
0
DFTAIL "D"
t.375
N WIN•, THRESHOLD
6'JI . SEE DETAIL {. 6"
3' H L .E'
F"
110 x 2"
10 x 5/8"
10 x 3/4"
70 x 5/8" #
10 x 3/4"
J10 x 2"
FRAME / DOOR
DETAIL "C"
TYPICAL
0.962"1
I
OUTSWING THRESHOLD
W ~
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6'
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EE DETAIL
C'
6'
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
Q j—THE THRESHOLD & INTO THE
DETAIL "E" ASTRAGAL
STRUCTURE DEEP ENOUGH
ATTACH ASTRAGAL RETAINER BOLT
FOR A 1.375" THROW
STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL
AS SHOWN.
0.124" ANNEALED DEOORATM INSERT
0.0D12 SA:IiX
L l j" 124'(
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x 1 1/2' P16 1.
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HIGH
DAM O/S THRESHOLD DOW
932 EaTF8196 —'
6 v INTMI R TYPICAL
GLAZING DETAIL IMPACT
RATED ISLAS$ f % -
DOW
B37 DOW
532 QatRI
mrEmal TYPICAL
GLAZING DETAIL NON —
IMPACT G SS N.
T.S. Dr
54;= n0
N04 m
SEE DETAIL
C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSTS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOAAS, 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 2-5/8".
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 i" 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.
L
3"
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D' SHT 2
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10
S"
HARDWARF SCHFnUIF
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.
1.50" MIN — 0.25'
5M"
CL—
L
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1.25" MIN 1 — 0.25"
SHIM
CL —I
TYPICAL MASONRY
ANCHOR INSTALLATION
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