273 Pine St RES20-0311 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP:
FRANK RAYMOND D JR 273 PINE ST ATLANTIC BEACH FL 32233-4013
COMPANY:ADDRESS:CITY:STATE:ZIP:
Renewal by Andersen of
Florida 997 W Kennedy Blvd Orlando Fl 32810
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170561 0000 SALTAIR SEC 03
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
273 PINE ST RESIDENTIAL
WINDOWS/DOORS ONE DOOR $6626.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $85.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $42.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $131.50
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
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.
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.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 11/3/2020
PERMIT NUMBER
RES20-0311
ISSUED: 11/3/2020
EXPIRES: 5/2/2021
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
2 of 2Issued Date: 11/3/2020
PERMIT NUMBER
RES20-0311
ISSUED: 11/3/2020
EXPIRES: 5/2/2021
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $131.50
RES20-0311 Address: 273 PINE ST APN: 170561 0000 $131.50
BUILDING $85.00
BUILDING PERMIT 455-0000-322-1000 0 $85.00
BUILDING PLAN REVIEW $42.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $42.50
STATE SURCHARGES $4.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL FEES PAID BY RECEIPT: R14017 $131.50
Printed: Tuesday, November 3, 2020 3:46 PM
Date Paid: Tuesday, November 03, 2020
Paid By: Renewal by Andersen of Florida
Pay Method: CREDIT CARD 392069422
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R14017
~+; CENTRALSQUARE
RES20-0311
Doc# 2020179307, OR BK 19332 Page 2224, Number Pages: 1,
Recorded 08/18/2020 08:56 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10.00
NOTICE OF COMMENCEMENT
(PftEPAIW IN DUPUCATE)
TaxFol~No. 170561-0000 eountyor __ Dwll _____________ _
Permit No. _________ _
State ot_,_-'----------
To whom It may conc.m:
TIie 1.WM»rslgned hereby Informs you that lmprowmenls WUI be mad• to certain real pra,,.,ty, and In
eccordan~ WIii 8ec:flon 713 of lfl• l'lorlcla Statutes, ttJ• foflowlng Information •• stated In this NOTIC! OF
COMMENC!MINT.
Logaldesa1ptionotpropenybelna Improved: 10-1616-2S-29E SALTAIR SEC 3 LOT 529
Address ot property being Improved: 273 PINE STREET, Atlantic Beach, FL 32233
GeNr■I description of lmprovwments: Replacing windows/doors size for size
o,tmer FRANK, RAYMOND D JR & STACEY
Mdrns 273 PINE STREET, Atlantic Beach, FL 32233
Owner's Interest In site of thtt ltrp'oyement_own_e_r ________________ _
Fee Simple l1tleholdef (lfcAAer lll8fl owner) ___________________ _
Name ____________________________ _
Addrets ___________________________ _
Contractor Renewal by Andersen of Flo/Ida I .JaR!d Mt!llick
Addresa mW Kennedy Blvd. Orlando. FL 32810
Phone No. .07~723 Fax No. ____________ _
Su19ty(lteny) __________________________ _
Addresa ________________ r,11,.,..nt oU,ond $. ______ _
Pnon&NQ, ___________ FuNo. ____________ _
Name and address of any person rnelclnG ■ loen for the construction of the lmpfowments. Name ____________________________ _
.t.ddre$$ ___________________________ _
Phone No. ___________ F•x No. ____________ _
Name of person Within the State of Flo/Ida, other than himself, designated by owner UPon whom notices or other
documtnts may be aorved: Name ____________________________ _
Addrea ___________________________ _
PhoneNo. ___________ Fax No .. ____________ _
In addition to hlrnself, owner clesignales 1tle fglowi'lg person to ,-ceive e copy of the Lie nor·, Notice as provided In
Section 713.06 (2) (b). Florida Stetules. (FIii in at Owner's option). Name _____________________________ _
AddN155 ___________________________ _
PhoMNo. __________ FaxNo. _____________ _
Expiration dete or Notice ot Commencement (the expiration date Is one (t) year trom the date of recording unlffl a dttrerent date ts spedtled): _______________________ _
THIS SPAC! FOR RECORDER'S USE ONL V
RES20-0311
Building Permit Application
City of Atlantic Beach
800 Seminole Road, Atlantic Beach, FL 32233
Phone : (904) 247-5826 Fax: (904) 247-5845
Updated 12/8/17
Job Address: 273 Pine Street, Atlantic Beach, FL 32233 Permit Number: __________ _
Legal Description 10-16 16-2S-29E SALTAIR SEC 3 LOT 529 RE# __ 17_0'"""5-'-6-'-1-...c..0cc..00c..c0 ___ _
Valuation of Work (Replacement Cost)$ (p ,Ul \J . _ H~Cooled SF -
• Class of Work (Circle one): New Addition Alterati ~ ~r Move_--·----. Pool Window/Door
Non-Heated/Cooled ____ _
• Use of existing/proposed structure(s) (Circle one): Commercial esiden ·
• If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No@
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed:
Property Owner Information
Name: Frank, Raymond D Jr & Stacey
City Atlantic Beach State FL
Address: 273 Pine Streef
Zip 32233 Phone }i0'::1) LOSS 2.v 1q
E-Mail ______________________ -=-------------------
Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) _O_w_n_e_r _______________ _
Contractor Information
Name of Company: Renewal by Andersen of Florida
Address 997 W Kennedy Blvd
Office Phone 407-803-4723
State Certification/Registration# CGC1527613
Qualifying Agent: _J-'-a--r-'-e--d_M __ e.:....l_lic.:....k _________ _
City Orlando State FL Zip 32810 -----==.=....:...:::.._ __
Job Site/Contact Number _______________ _
E-Mail Permitting@rbafla.com
Architect Name & Phone# __________________________________ _
Engineer's Name & Phone# _________________________________ _
Workers Compensation------------,----,----------------------
Exempt I Insurer/ Lease Empl oyees/ Expiration Date
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 the standards of all the laws regulationg
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. 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.
OWNER'S AFFIDAVIT: I certify that all 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. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
)(RECllNG YOU OTIC F COMMENCEMEN_T·-~=l=-""'G,--~!!...--======-----
gent)
(including con ra or)
Signed and sworn to (or affirme~rfore me this LJ day of
{6 , o AAX'J-, ~ O by G-fv"cl oll 7 ....
Sig and sworn to (or affirmed) before me this I 1 day of
~!St ,~.:l.O ,by~ ~
(Signature of Notary)
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_ Pa ge 4 of 4 U p dated 10/17/18
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2017.10.20 14:13:37 -04'00'
RES20-0311
ANDERSEN CORPORATION
A-SERIES FRENCHWOOD HINGED PA TIO DOOR -INSW/NG
WITH STORMWA TCH PROTECTION -IMPACT
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, UNLESS OTHERWISE STATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE
OF ±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT
DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION
ANCHOR TO THE NEXT.
4. FOR INSTALLATION THROUGH lX BUCK TO CONCRETE/MASONRY, OR
DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 /NCH OR 1/4 INCH ITW
TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 13/4 INCH MINIMUM
EMBEDMENT.
5. FOR INSTALLATION INTO 2X BUCK USE #10 WOOD SCREW OF
SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE.
6. FOR INSTALLATION THROUGH METAL FRAME USE #10 SELF-TAPPING
SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
PENETRATION BEYOND METAL FRAME SUBSTRATE.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
9. FOR GROUT FILLED BLOCK, DO NOT
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF
MORTAR JOINT INTO FACE SHELL OF BLOCK.
10. 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 BY THE ANCHOR MANUFACTURER.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90
WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI AND
GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT
COMPRESSIVE STRENGTH OF 2000 PSI.
D. HOLLOW BLOCK CMU -UNIT STRENGTH CONFORMS TO ASTM
C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI.
E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL
THICKNESS OF 33 MIL (0.033" or 20 GAUGE). MIN. 1/2" EDGE
DISTANCE. -
F. ALUMINUM -MINIMUM 1/8" THICKNESS. (6063-TS)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC),
INTERNATIONAL BUILDING CODE AND INTERNATIONAL RESIDENTIAL
CODE INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO
THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• AAMA/WDMA/CSA 101/I.S.2/A440-05/08
• ASTM E 1886-02/05
• ASTM E 1996-02/12
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,
2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING
SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. lX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR
THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. DOOR FRAME MATERIAL: PONDEROSA PINE OR EQUIVALENT
WITH FIBERGLASS CLADDING.
(MIN SG = 0.40)
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04 GLASS
CHARTS. SEE SHEET 4 FOR GLAZING DETAILS ..
8. DESIGNATIONS ''Xn AND non STAND FOR THE FOi.i.OWiNG:
X: DPERABI.E PANEL
0: FIXED PANEL
9. CUSTOM SIZES AVAILABLE UPON REQUEST. CUSTOM DESIGN
PRESSURE WILL BE ASSIGNED EQUAL TO NEXT LARGER STANDARD
SIZE
10.IN ACCORDANCE WITH THE CURRENT FBC,WOOD COMPONENTS
SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A
DURABLE SPECIES AS DEFINED IN CHAPTER 23.
11.IN ACCORDANCE WITH THE CURRENT FBC, DISSIMILAR METALS
INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH
ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN
CHAPTER 20.
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
1 D GENERAL AND INSTALLATION NOTES
2 B ELEVATION AND ANCHOR LAYOUT
3 B ELEVATION AND ANCHOR LAYOUT
4 B PRESSURE TABLES & GLAZING DETAILS
5 A VERTICAL SECTIONS
6 B HORIZONTAL SECTIONS
7 B COMPONENTS AND BILL OF MATERIALS
8 -LOCK COMPONENT DETAILS
WATER RATING MISSILE IMPACT RATING
W/WATER LARGE AND SMALL
INFILTRATION MISSILE IMPACT RATED
Andersen
1011 FOURTH AVE NORTH
BAYPORT, MN S5003-1096
PH: (651) 264-5150 FlC: (651) 264-5485
I UMENT I THE PEIITT' f BUILDIN D I
AND SHAU. NOT BE REPRODUCED IN WHOLE OIi PART
WITHOUT WRITTEN CONSENT OF BUIIDING DIIOPS, INC.
AL TERATlONS, ADDITIONS, HIGHUGHTING, OR OTliER
MARKINGS TO THIS DOaJMENT ARE NOT PERMITTED AND
INVAUDATE OUR CElmFICATION.
FL#:
FL14320
DATE: 08.15.17
DWG.BY: CHK. BY:
CL HFN
SCALE: NTS
DWG. #: AWD128
SHEET:
4]
OF 8
MAX. FROM CORNER
(IN.)
MAX. O.C.
(IN.)
ANCHOR
QUANTITY
MIN. ANCHOR
QUANTITY AT
STATIONARY
38.125 X 119.50*X or O 19.1 N/A 1 5
38.125 X 95.50*X or O 19.1 N/A 1 4
38.125 X 82.38*X or O 19.1 N/A 1 3
38.125 X 79.50*X or O 19.1 N/A 1 3
8.0 & 34.0
8.0 & MIDSPAN
8.0 & MIDSPAN
ANCHOR SCHEDULE
JAMBS
SIZE (IN.)CONFIGURATION MAX. FROM CORNER
(IN.)
HEAD
8.0, 34.0 & MIDSPAN
MIN. ANCHOR QUANTITY AT
HINGE
10
8
6
6
MIN. ANCHOR QUANTITY AT
LOCK
13
10
9
9
UNIT
MAX.
HEIGHT
119.500"
D.L.O. MAX.
WIDTH 26.874"
UNITMAX.
WIDTH 38.125"
ACTIVE
PANEL MAX.
WIDTH 35.100"
I I
I
I
I UNIT
MAX.
HEIGHT
119.500"
D.L.O. MAX.
WIDTH 26.874"
UNITMAX.
WIDTH 38.125"
ACTIVE
PANEL MAX.
WIDTH 35.100"
I r
SEETAIILE
BELOW
L
IISEETABLE
1
! mow
.---+--(1) ADD'L END RECEIVER
FOR DOORS OVER
8' IN HEIGHT
"X"
PANEL MAX. PANEL MAX.
HEIGHT
116.469"
D.L.OMAX.
HEIGHT
103.437" L I
ELEVATION
NOTE:
HEIGHT
116.469"
D.L.O MAX.
HEIGHT
103.437" L I
ELEVATION
SEETAIILE _I IIELOW
7
ANCHOR LAYOUT
OPERABLE
1) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTllY MAY VARY DEPENDING ON LEGEND
REQUIREMENTS.
2) HINGE REQUIREMENTS -DOORS GREATER THAN 8' IN HEIGHT SHALL UTILIZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALL
UTILIZE 4 HINGES, AND DOORS EQUAL TO OR LESS THAN 6'-10 3/8" SHALL UTILIZE 3 HINGES.
3) RECEIVER REQUIREMENTS -ALL DOORS UTILIZE CENTER RECEIVER BASKET, DOORS GREATER THAN 8' TALL SHALL UTILIZE 3 END RECEIVERS,
DOORS EQUAL TO OR LESS THAN 8' TALL SHALL UTILIZE 2 END RECEIVERS (TOP & BOTTOM)
IISEETABLE
1
! mow
SEETAIILE
IIELOW
"O"
ACTIVE DOOR LEGEND (X)
X = ONE (1) ANCHOR THRU HINGE PLATE
◊ = ANCHORS THRU END RECEIVER
-WOOD OR METAL: THREE (3)
-CONCRETE/MASONRY: TWO (2) + = ANCHORS THRU CENTER RECEIVER
-WOOD OR STEEL: FOUR (4)
-CONCRETE/MASONRY: TWO (2)
STATIONARY DOOR LEGEND (0)
= FOR CONCRETE/MASONRY
INSTALLATIONS, ONLY 1/4" ITW TAPCONS
MAY BE USED IN ACCORDANCE WITH EDGE
DISTANCE REQUIREMENTS IN TABLE BELOW.
FOR WOOD OR METAL INSTALALTIONS,
REFER TO APPLICABLE DETAILS AND
INSTALLATION NOTES 5 & 6, SHEET 1,
RESPECTIVELY
*MIN. EDGE DISTANCES
ANCHOR !CONCRETE I CMU
1/4'" TAPCON I 21/8" I 31/2"
*MIN. EDGE DISTANCES FOR
INSTALLATION OF STATIONARY DOORS
ONLY
SEE TABLE _I IIELOW
7
ANCHOR LAYOUT
STATIONARY
Andersen.
W t N O OWS • DOORS
100 FOURTH AVE NORTH
BAYPORT, MN SS003-1096
PH: (651) 264-5150 FX: (651) 264-5485
REMARKS
AND SHAU NOT BE REPRODUCED IN WHOLE OR PART
WITHOUT WRITTEN CONSENT OF BUIIDING DROPS, INC.
ALTERATIONS, ADDITIONS. HIGHLIGHTING, OR antER
MARKINGS TO TH IS DOCUMENT ARE NOT PERMIITTD AND
INVALIDATE OUR CERTIFICATION.
FL#:
FL14320
DATE: 08.15.17
DWG.BY: CHK. BY:
CL HFN
SCALE: NTS
DWG.#: AWD128
SHEET:
OF 8
MAX. FROM CORNER
(IN.)MAX. O.C. (IN.)ANCHOR
QUANTITY
MIN ANCHOR QUANTITY
AT HINGE JAMBS
75.25 X 119.50*XX 17.75 MIDSPAN 3 10
75.25 X 95.50*XX 17.75 MIDSPAN 3 8
75.25 X 82.38*XX 17.75 MIDSPAN 3 6
75.25 X 79.50*XX 17.75 MIDSPAN 3 6
MAX. FROM CORNER (IN.)
8.0, 34.0 & MIDSPAN
8.0 & MIDSPAN
8.0 & MIDSPAN
8.0 & 34.0
SIZE (IN.)CONFIGURATION
HEAD/SILL
ANCHOR SCHEDULE
JAMBS
UNIT
MAX.
HEIGHT
119.500"
UNIT MAX.
WIDTH 75.250"
ACTIVE
PANEL MAX.
WIDTii 35.100"
I
I
I
I
"XII
f
\
\
\
D.L.O.MAX.
WIDTH 26.874"
SEETABLE ----t1◄•>--➔•~1 BELOW
r
SEE TABLE
BELOW
L
I----SEE TABLE ------l
I . BELOW I
• 1c101CJ1 •
DETAIL A
HEAD JAMB RECEIVER
SEE LEGEND BELOW FOR QTY
DOOR LEGEND (XX]
X = ONE (ll ANCHOR THRU HINGE PLATE
◊= ANCHORS THRU HEAD RECEIVER
SEE DETAIL 'A'ABOVE
-WOOD OR METAL: FIVE (S}
-CONCRETE/MASONRY: FOUR (4)
+=ANCHORS THROUGH SILL
BRACKET(Sl, SEE DETAIL 'B' BELOW
PANEL MAX.
HEIGHT
116.%9"
(1) ADDITIONAL
HINGE FOR DOORS
OVER 8' IN HEIGHT
(1) ADDITIONAL
HINGE FOR DOORS
OVER 8' IN HEIGHT
ti I I ii rrrr
NOTE:
D.LOMAX.
HEIGKT
103.437"
L
ELEVATION ANCHOR LAYOUT
1) FOR SILL ANCHORAGE SEE LEGEND ABOVE. ALTERNATIVELY, THE CONTINUOUS REMODEL CLIP (ITEM #30) MAY BE UTILIZED WITH FASTENERS FROM CLIP TO SUBSTRATE 3" FROM
CORNERS & 6 7/8" MAX. O.C. PLEASE REFER TO DETAILA/5 FOR REQUIREMENTS OF INSTALLATION.
2) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTllY MAY VARY DEPENDING ON LEGEND REQUIREMENTS.
3) HINGE REQUIREMENTS -DOORS GREATER THAN 8' IN HEIGHT SHALL UTILIZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALL UTILIZE 4 HINGES, AND DOORS EQUAL TO
OR LESS THAN 6'-10 3/8" SHALL UTILIZE 3 HINGES.
(4} ANCHORS FOR
WOOD OR METAL
Fl
(2} ANCHORS FOR
CONCRETE/MASONRY
DETAILB
SI LL BRACKET
SEE ABOVE FOR
ANCHOR QUANTITIES
Andersen
WINDOW.S •OOORS
10D FOUIITH AVE NOIITH
BAYPORT, MN 55003-1096
PH: (6511264-51SO FX: (651) 264-S485
REMARKS
TH FBC CODE CHANG
10' DOORS ADDED
TH FBC CODE CHANG
TH FBC CODE CHANG
HIS DOCUMENT 15 THE PROPERTY OF BUILDING DROPS. INC
AND SHAU. NDT BE REPRODUCED IN WHOLE OIi PART
WITHOUT WRITTEN CONSENT OF BUIUJING DROPS, INC.
ALTERATIONS. ADDITIONS, HIGHLIGHTING, OR OTHER
MARKINGS TO THIS DOaJMENT ARE NOT PERMITTED AND
INVAUOATE OUR CERTIFICATION.
FL#:
FL14320
DATE: 08.15.17
DWG.BY: CHK. BY:
CL HFN
SCALE: NTS
DWG.#: AWD128
SHEET:
OF 8
POS.NEG. POS.NEG. POS.
NEG.
XX 79.50 75.25 65.0 80.0 65.0 80.0 ‐ ‐
XX 82.38 75.25 65.0 80.0 65.0 80.0 ‐ ‐
XX 95.50 63.25 65.0 80.0 65.0 80.0 ‐ ‐
XX 95.50 75.25 65.0 80.0 ‐ ‐ 65.0 80.0
XX 101.50 75.25 62.8 77.6 ‐ ‐ 62.8 77.6
XX 107.50 75.25 60.2 75.2 ‐ ‐ 60.2 75.2
XX 113.50 75.25 53.8 68.8 ‐ ‐ 53.8 68.8
XX 119.50 75.250 50.0 65.0 ‐ ‐ 50.0 65.0
X or O 79.50 38.125 65.0 80.0 65.0 80.0 ‐ ‐
X or O 82.38 38.125 65.0 80.0 65.0 80.0 ‐ ‐
X or O 95.50 32.125 65.0 80.0 65.0 80.0 ‐ ‐
X or O 95.50 38.125 65.0 80.0 ‐ ‐ 65.0 80.0
X or O 101.50 38.125 65.0 77.5 ‐ ‐ 65.0 77.5
X or O 107.50 38.125 65.0 75.0 ‐ ‐ 65.0 75.0
X or O 113.50 38.125 65.0 72.5 ‐ ‐ 65.0 72.5
X or O 119.50 38.125 65.0 70.0 ‐ ‐ 65.0 70.0
A‐SERIES INSWING DOOR UNITS WITH DROP‐NOSE SILL (ITEM 10)
CONFIGURATION HEIGHT
(IN.)
WIDTH
(IN.)
DESIGN PRESSURE (PSF)
G1 G2 G3
POS. NEG. POS. NEG. POS. NEG.
XX 79.50 75.25 45.0 80.0 45.0 80.0 ‐‐
XX 82.38 75.25 45.0 80.0 45.0 80.0 ‐‐
XX 95.50 63.25 45.0 80.0 45.0 80.0 ‐‐
XX 95.50 75.25 45.0 80.0 ‐‐45.0 80.0
XX 101.50 75.25 45.0 77.6 ‐‐45.0 77.6
XX 107.50 75.25 45.0 75.2 ‐‐45.0 75.2
XX 113.50 75.25 45.0 68.8 ‐‐45.0 68.8
XX 119.50 75.250 45.0 65.0 ‐‐45.0 65.0
X or O 79.50 38.125 45.0 80.0 45.0 80.0 ‐‐
X or O 82.38 38.125 45.0 80.0 45.0 80.0 ‐‐
X or O 95.50 32.125 45.0 80.0 45.0 80.0 ‐‐
X or O 95.50 38.125 45.0 80.0 ‐‐45.0 80.0
X or O 101.50 38.125 45.0 77.5 ‐‐45.0 77.5
X or O 107.50 38.125 45.0 75.0 ‐‐45.0 75.0
X or O 113.50 38.125 45.0 72.5 ‐‐45.0 72.5
X or O 119.50 38.125 45.0 70.0 ‐‐45.0 70.0
CONFIGURATION HEIGHT
(IN.)
WIDTH
(IN.)
DESIGN PRESSURE (PSF)
G1 G2 G3
A‐SERIES INSWING DOOR UNITS WITHOUT DROP‐NOSE SILL (ITEM 10)
MIN .GlASS
BITE 9/16"
I
EXTERIOR
1/2" OA LAMINATED GLASS
CONSISTING OF:
1 7/32" ANNEALED GLASS,
0.090" PVB INTERLAYER BY DUPONT,
7/32" ANNEALED GLASS
DOW9-1350
SILICONE
1/4" X 1-1/2" STAPLES (18
IX,.___.____ GA. GALV.
STEEL@ 8" O.C.)
INTERIOR
EXTERIOR
MIN.GLASS
BITE9/16"
7
3/4" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
5/32" TEMPERED GLASS, r 5/16" STAINLESS STEEL SPACER,
3/32" ANNEALED GLASS
0.090" PVB INTERLAYER BY DUPONT,
3/32" ANNEALED GLASS
DOW 9-1350 EXTERIOR
SILICONE
1/4" X 1-1/2" STAPLES
IKl----(18 GA. GALV.
L ~~.....:i STEEL @ 8" O.C.)
INTERIOR
MIN.GLASS
BITE9/16"
7
NOTE: ALL PRESSURES MEET
WATER INFILTRATION
REQUIREMENTS
7/8" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
5/32" TEMPERED GLASS, r 5/16" STAINLESS STEEL SPACER,
5/32" ANNEALED GLASS
0.090" PVB INTERLAYER BY DUPONT,
5/32" ANNEALED GLASS
......,,Tl .....
DOW9-1350
SILICONE
1/4" X 1-1/2" STAPLES
.o,.,---..a.--(18 GA. GALV.
t--+=~N STEEL @ 8" O.C.)
INTERIOR
GLAZING DETAIL 1 GLAZING DETAIL 2 GLAZING DETAIL 3
ALL GLAZING MEETS SAFETY GLAZING REQUIREMENTS AS PER CH 24 OF THE FBC
Andersen
WINDOW.S •OOORS
100 FOUIITH AVE NOIITH
BAYPORT, MN S5003-1096
PH: (6511264-51SO FX: (651) 264-S485
REMARKS
TH FBC CODE CHANG
10' DOORS ADDED
TH FBC CODE CHANG
TH FBC CODE CHANG
HIS DOCUMENT 15 THE PROPERTY DF BUILDING DROPS, INC
AND SHAU. NDT BE REPRODUCED IN WHOLE OIi PART
WITHOUT WRITTEN CONSENT OF BUILDING DIIOPS, INC.
ALTERATIONS. ADDITIONS, HIGHLIGHTING, OR OTHER
MARKINGS TO THIS DOaJMENT ARENDT PERMITTED AND
INVAUDATE OUR CERTIFICATION.
FL#:
FL14320
DATE: 08.15.17
DWG.BY: CHK. BY:
CL HFN
SCALE: NTS
DWG.#: AWD128
SHEET:
OF 8
SEALANT BETWEEN
CONCRETE/MASONRY & 2X
WOOD BUCK BY OTHERS
2XWOODBUCK
BY OTHERS
SEALANT BETWEEN
FIN &2X
WOOD BUCK
EXTERIOR FINISH
BY OTHERS
CONCRETE/MASONRY
BY OTHERS
3/4"MIN EDGE DISTANCE
1-1/2" MIN. EMBEDMENT
# 10 WOOD SCREW
INSTALLATION ANCHOR
#10 SELF-TAPPING SCREW
INSTALLATION ANCHOR
SHEATHING
BY OTHERS
SEALANT BETWEEN
FIN & SHEATHING
EXTERIOR FINISH
BY OTHERS
METAL STUD
FRAMING BY OTHERS
3THREADS
MIN. PENETRATION
BEYOND METAL FRAMING
PERIMETER SEALANT-~;-=-=-=-=~...'.::-7,_4,~~~~~~1::::_--=--=--=-=---=t~-=-=-=-=~~ BYOTHERS ~ PERIMETER SEALANT~=========l•~~:;;:;;;;;;;.~~~~~~ri=:::::::;F=~ BYOTHERS 7
1/4" MAX.
SHIM SPACE
O.A.
O.A.
DOOR
HEIGHT
DOOR
HEIGHT
SET SILL IN BED OF
SEALANT OR WET CEMENT
CONCRETE/MASONRY
BY OTHERS
EXTERIOR
1/4" MAX.
SHIM SPACE
INTERIOR
SEE GLAZING
DETAILS
VERTICAL SECTION
HEAD -ZX WOOD FRAME •MIN. EDGE DISTANCES
EXTERIOR
ANCHOR CONCRETE CMU
3 16 TAPCON 21/8" 2 3/8"
21/8" 2"
•SEE SHEET 2 FOR ALTERNATE EDGE
DISTANCE FOR INSTALLATION OF
STATIONARY DOORS
INTERIOR
NOTE: ITEM 10 OPTIONAL. SEE
PRESSURE TABLES ON SHEET 2 FOR
DETAILS. ITEM 30, ALTERNATE SILL
CLIP, FOR DOUBLE DOORS ONLY.
CONTINUOUS SILL CLIP W/
CONTINUOUS BEAD OF
POLYURETHANE CONSTRUCTION
ADHESIVE
PERIMETER SEALANT
BY OTHERS
:~ .. ·: •, 6 :ri§\;:: :=;,:;=:'i::::~=.c;:::::;:::::!{!::.·~-=~...,_;'"': . ..!::L'.""iiF:!i·~ ~f!!··•t::·:::;---6~5;;D;:; ONLY)
EXTERIOR FINISH
BY OTHERS
13/4" MIN.
EMBEDMENT
I---MIN EDGE DISTANCE
SEE TABLE
El) VERTICAL SECTION CONCRETE/ MASONRY BY OTHERS
SILL -CONCRETE
O.A.
DOOR
HEIGHT
O.A.
DOOR
HEIGHT
EXTERIOR
VERTICAL SECTION
HEAD -METAL STUD FRAME
EXTERIOR
® VERTICAL SECTION
§ SILL-ZXWOODFRAME
INTERIOR
SEE GLAZING
DETAILS
INTERIOR
SEE GLAZING
DETAILS
(DOUBLE DOORS ONLY)
--~-#10 WOOD SCREW
NSTALLATION
ANCHOR
3/4"MIN
EDGE DISTANCE
Andersen
WIHDOWS•DOORS
1011 FOURTH AVE NORTH
BAYPORT, MN S5003-1096
PH, (6511264-51SO FX, (651] 264-5485
REMARKS
TH FBC CODE CHANG
10' DOORS ADDED
TH FBC CODE CHANG
15 DOCUMENT 15 TliE PIIOPEIITT' OF BUILDING; DROPS. I
AND SHAil NOT BE REPRODUCED IN WHOI.E OR PAl!T
WITHOUT WRITTEN CONSENT OF BUIUJING DIIOPS, INC.
ALTERATIONS, ADDmONS, HIGHUGHTIN!i, OR OTHER
MARKINGS TO THIS DOaJMENT ARE NOT PERMITTED AND
INVALIDATE DUR CElmFICATIDN.
FL#:
FL14320
DATE: 08.15.17
DWG.BY: CHK. BY:
CL HFN
SCALE: NTS
DWG. #: AWD128
SHEET:
OF 8
3 THREADS MIN.
PENETRATION BEYOND
METAL FRAMING
#10 SELF-TAPPING SCREW
INSTALLATION ANCHOR
½" MIN. EDGE DISTANCE
SHEATHING
BY OTHERS
SEALANT BETWEEN
FIN & SHEATHING
EXTERIOR FINISH
BY OTHERS
1/4" MAX.
SHIM SPACE
O.A.
DOOR
WIDTH
INTERIOR
lSEEGLAZING
DETAILS
EXTERIOR
PERIMETER SEALANT
BY OTHERS EB HORIZONTAL SECTION
JAMB-METAL STUD
-11/2" MIN.
EMBEDMENT __,.--,-.,..,,.,...,.....,....,1
2XWOOD
FRAMING BY OTHERS
#10 WOOD SCREW
INSTALLATION ANCHOR
i
3/4" MIN.
EDGE DISTANCE
SHEATHING
BYdTHERS
SEALANT BETWEEN
FIN & SHEATHING
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
L O.A.
DOOR
WIDTH
l.EE GLAZING
DETAILS
EXTERIOR
HORIZONTAL SECTION
STATIONARY JAMB-2X WOOD FRAME
1/4" MAX.
SHIM SPACE -13/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
'--"'11T7~,---,_ :. / . SEALANT BETWEEN
,.l...,,.,.....,-;,...,...l,,......,..-,--,._.,, • '.. I CONCRETE/MASONRY & lX
WOOD BUCK BY OTHERS
1XWOOD BUCK
BY OTHERS '--
SEEGLAZING_1/
DETAILS
ITWTAPCON
INSTALLATION ANCHOR
(THROUGH HINGE)
ITWTAPCON
INSTALLATION ANCHOR
(SEE TABLE)
EXTERIOR
O.A.
DOOR
WIDTH
. SEALANT BETWEEN
-----..... ~r-'-': ~ FIN & 1X WOOD BUCK
-'---EXTERIOR FINISH
ffi HORIZONTAL SECTION BY OTHERS
SEE GLAZING
DETAILS
JAMB-lX WOOD BUCK
CONCRETE/MASONRY
•MIN. EDGE DISTANCES
ANCHOR CONCRETE CMU
3/16" TAPCON 21/8" 23/8"
1/4" TAPCON 21/8" 2"
*SEE SHEET 2 FOR ALTERNATE EDGE
DISTANCE FOR INSTALLATION OF
STATIONARY DOORS
EXTERIOR
PERIMETER SEALANT
BY OTHERS
SEE GLAZING
DETAILS
CD HORIZONTAL SECTION
ASTRAGAL
Andersen
WUfDOW.S•DOOIIS
100 FOUIITH AVE NOIITH
BAYPORT, MN 55003-1096
PH: (6511264-51SO FX: (651) 264-S485
REMARKS
TH FBC CODE CHANG
10' DOORS ADDED
TH FBC CODE CHANG
TH FBC CODE CHANG
15 DOCUMENT 15 TliE PIIOPEIITT' OF BUILDING DIIDPS. I
AND SHAU. NOT BE REPRODUCED IN WHOLE 011 PART
WITHOUT WRITTEN CONSENT OF BUIUJING DROPS, INC.
ALTERATIONS. ADDITIONS, HIGHLIGHTING, OR OTHER
MARKINGS TO THIS DOaJMENT ARE NOT PERMITTED AND
INVALIDATE DUR CElmFICATIDN.
FL#:
FL14320
DATE: 08.15.17
DWG. BY: CHK. BY:
CL HFN
SCALE: NTS
DWG. #: AWD128
SHEET:
OF 8
NO.DESCRIPTION MATERIAL MANUFACTURER
1 FRAME HEAD/SIDE JAMB WOOD ANDERSEN
2 PANEL STILE WOOD ANDERSEN
3 PANEL TOP RAIL WOOD ANDERSEN
4 PANEL BOTTOTM RAIL WOOD ANDERSEN
5 HEAD/JAMB CLADDING FIBERGLASS ANDERSEN
6 EXT. HEAD/JAMB CLADDING FIBERGLASS ANDERSEN
7 FRAME SILL FIBERGLASS ANDERSEN
8 EXT. FRAME SILL FIBERGLASS ANDERSEN
9(NOT USED) ‐ ‐
10 DROP CHANNEL ALUMINUM 6063‐T5 ANDERSEN
11 FLANGE PVC ANDERSEN
12 HINGE STEEL ANDERSEN
13 PANEL GLAZING STOP WOOD ANDERSEN
14 WEATHERSTRIPPING SANTOPRENE ANDERSEN
15 BOTTOM RAIL CLADDING ALUMINUM 6063‐T5 ANDERSEN
16 SILL COVER PVC ANDERSEN
17 SILL BRACKET STAINLESS STEEL ANDERSEN
18 3 PT. LOCK SYSTEM STEEL ANDERSEN
19 5 PT. LOCK SYSTEM STEEL ANDERSEN
20 PASSIVE LOCK SYSTEM STEEL ANDERSEN
21 HANDLE ‐ANDERSEN
22 WEATHERSTRIPPING (HEAD)PVC ANDERSEN
23 2 PC. ASTRAGAL FIBERGLASS ANDERSEN
24 2 PC. ASTRAGAL TRIM FIBERGLASS ANDERSEN
25 MONO GLAZING STOP WOOD ANDERSEN
26 PANELSTOP WOOD ANDERSEN
27 4 PT LOCK SYSTEM STEEL ANDERSEN
28 6 PT. LOCK SYSTEM STEEL ANDERSEN
29 PASSIVE LOCK SYSTEM STEEL ANDERSEN
30 REMODELCLIP STEEL ANDERSEN
BILL OF MATERIALS
/;\ FRAME HEAD/SIDE JAMB
\.:_} WOOD
0
[ 4,242" 7_J_
ttW2'TCf//A
1.01~
PANEL TOP RAIL
WOOD
i-4.438"~
~1.719"
7
0 PANEL STILE
WOOD
1 4.438" I ,
~9•
PANEL BOTTOM RA;T 0 WOOD
1· 8.594" ~
~1.719"
I
0 HEAD/JAMB FRAME CLADDING
FIBERGLASS
EXTENDED HEAD/JAMB FRAME CLADDING
FIBERGLASS 0 FRAMESILL
FIBERGLASS lo\ EXTENDED FRAME SILL
~ FIBERGLASS TYP. WALL THICKNESS 0.082" TYP. WALL THICKNESS 0.082" r 4.195" _
IF'
11 .Ji 2.061"
~-----'-♦
~ DROP CHANNEL ~ ALUMINUM 6063-TS
_J n~8"
0.938" ~ w
0.558"
SILL COVER
PVC _J
_}t~°i"
@) FLANGE
PVC
TYP. WALL THICKNESS 0.05"
1.071"
1.969"
~l10.MT'
SILL BRACKET
STAINLESS STEEL
TYP. WALL THICKNESS 0.05"
0.250"
I SEE ADDITIONAL DETAIL, SHEET 8
1· 6.195"
~ ~, II • IF' II ~ 2.061"
t
@3 PANEL/GLAZING STOP
WOOD
o.500" 1 .tr 0.875"
07
2 PC. ASTRAGAL
FIBERGLASS
TYP. WALL THICKNESS 0.100"
R77 03~5• ~ 3.192"JJ
TYP. WALL THICKNESS 0.090"
WEATHERSTRIPPING
SANTOPRENE (DUROMETER: 70)
TYP. WALL THICKNESS 0.04711
0.893"
0.384"
TYP. WALL THICKNESS 0.09011
C 8.170" •1
J;.l i r:e::re/1:t;,112·
C::J ~=~ _i
BOTTOM RAIL CLADDING
ALUMINUM 6063-TS
_l
cr~0.991"
o.753" -fi-T
2 PC. ASTRAGAL TRIM
FIBERGLASS
~ MONO GLAZING STOP
~ WOOD
(:;;;\. PANEL STOP
~ WOOD
TYP. WALL THICKNESS 0.075"
_f 0.437" _r.9:~ 0.734" 0.875" 0.500" 0.875"
Andersen
~{
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FlC: (651) 264-5485
REMARKS BY DATE
4TH FBC CODE CHANGE MS 2.22.12
10' DOORS ADDED TM 4.30.14
5TH FBC CODE CHANGE SM 4.10.15
6TH FBC CODE CHANGE HR 8.9.17
I1::ii IAl\,,UMENT l::ii THE """PEKIY Df BUILDINI: D'"""~ llfl,,,
AND SHAU. NOT BE REPRODUCED IN WHOLE OIi PART
WITHOUT WRITTEN CONSENT OF BUIIDING DIIOPS, INC.
AL TERATlONS, ADDITIONS, HIGHLIGHTING, OR OTHER
MARKINGS TO THIS DOOJMENT ARE NOT PERMITTED ANO
INVALIDATE OUR CElmFICATION.
FL#:
FL14320
DATE: 08.15.17
DWG. BY: CHK. BY:
CL HFN
SCALE: NTS
DWG. #: AWD128
SHEET:
71
OF 8 ~
f
I
1
ij
.e
l
C
I
!!
ACTIVE SINGLE DOOR (8' OR LESS)
3 PT. LOCK SYSTEM
STEEL
♦
□
SILL BRACKET
STAINLESS STEEL
.I::,
• • .
@
lYP. WALL THICKNESS 0.05"
5"71 4.5"
3.25"
1.75"
0.5"
•
•
•
ACTIVE DOUBLE DOOR (8' OR LESS)
5 PT. LOCK SYSTEM
STEEL
II
0
D
[D
iil
0
II
PASSIVE DOUBLE DOOR (8' OR LESS)
PASSIVE LOCK SYSTEM
STEEL
I I
0
0
0
0
. •
er
TT
® REMODEL CLIP
STEEL-CONTINUOUS n1.,·
0.055"~j
ACTIVE SINGLE DOOR (ABOVE 8')
4 PT. LOCK SYSTEM
STEEL
I t=
I I
I I
0
0
0
0
I
□
0
I I
ACTIVE DOUBLE DOOR (ABOVE 8')
6 PT. LOCK SYSTEM
STEEL
•
•
•
I I
0
0
D
□
0
I I
PASSIVE DOUBLE DOOR (ABOVE 8')
PASSIVE LOCK SYSTEM
STEEL
I I
0
0
0
0
II
0
0
0
0
g
0
0
II
Andersen.
W t NOOWS •DOORS
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
REMARKS
AND SHAU NOT BE REPRODUCED IN WHOLE OR PA!rr
WITHOUT WRITTEN CONSENT OF BUIIDING DROPS, INC.
ALTERATIONS, ADDITIONS. HIGHLIGHTING, OR antER
MARKINGS TO TH IS DOCUMENT ARE NOT PERMIITTD AND
INVALIDATE OUR CERTIFICATION.
FL#:
FL14320
DATE: 08.15.17
DWG.BV: CHK. BY:
CL HFN
SCALE: NTS
DWG.#: AWD128
SHEET:
OF 8
8/24/2018 Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKel20E3pI2relNCvfVPUTVLJzdWOCvw0qiOniQ%3d%3d 1/2
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Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL14320-R5
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Andersen Corporation
Address/Phone/Email 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 alan.barstad@AndersenCorp.com
Authorized Signature Alan Barstad alan.barstad@AndersenCorp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative Alan Barstad
Address/Phone/Email 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 abarstad@andersencorp.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Evaluation Report
Hermes F. Norero, P.E.
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL14320_R5_COI_COI Andersen SS 2015-08-31.pdf
Referenced Standard and Year (of Standard)Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E 1886 2005
ASTM E 1886 2002
ASTM E 1996 2002
ASTM E 1996 2012
TAS 201 1994
TAS 202 1994
TAS 203 1994
RES20-0311
FLOAIQA CGPARTMINT OF
Business & Professional Regulation
► OFFICE OF THE
SECRETARY
D
D
8/24/2018 Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKel20E3pI2relNCvfVPUTVLJzdWOCvw0qiOniQ%3d%3d 2/2
Equivalence of Product Standards Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/20/2017
Date Validated 10/27/2017
Date Pending FBC Approval 10/27/2017
Date Approved 12/12/2017
Summary of Products
FL #Model, Number or Name Description
14320.1 A Series FWHID Inswing Doors
Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to pressure tables on drawing AWD021 (Note: All
pressures meet water infiltration requirements). Plastic Material
Certification of PVB interlayer is listed under current Miami-
Dade NOA.
Installation Instructions FL14320_R5_II_AWD128 SS 2017-10-20.pdf Verified By: Hermes F. Norero, P.E. Florida PE #73778 Created by Independent Third Party: Yes Evaluation Reports FL14320_R5_AE_PER4988 SS 2017-10-26.pdf Created by Independent Third Party: Yes
14320.2 A Series FWHID Inswing Doors with Stationary Panels
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to pressure tables on drawing AWD129 (Note: All
pressures meet water infiltration requirements).
Installation Instructions FL14320_R5_II_AWD129 SS 2017-10-27.pdf Verified By: Hermes F. Norero, P.E. FL P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14320_R5_AE_PER4989 SS 2017-10-26.pdf Created by Independent Third Party: Yes
14320.3 A Series FWHID DP Upgrade Inswing Doors
Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Refer to pressure tables on drawing AWD038 (Note: All
pressures meet water infiltration requirements)
Installation Instructions FL14320_R5_II_AWD130 SS 2017-10-20.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14320_R5_AE_PER4990 SS 2017-10-26.pdf Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
DD
~ E Iii ~ Ill
Credit Card
Safe
securit) J\I~ rn.1cs
RES20-0311
Renewal
byAndersen. Order Summary
dba: RENEWAL BY ANDERSEN OF FLORIDA
Legal Name: JLM Windows, LL C I License # C GC 1 527613
997 West Kennedy Blvd. Ste A-18 I Orlando, FL 32810
Phone: 407-803-4723 I Fax : 407-386-8262 I concierge@rbafla .com
Measure Tech : Frank Dunning, (904)535-8274
STACEY FRANK
273 Pine St
At lantic Beach. FL 32233
H: (904)655-2619 IC:
ID # ROOM SIZE DETAILS
JO B
101 Laundry 32 -(null)" 82 "
32-1/8" 82"
Patio Door: lnswing, A -Series Frenchwood, 1 Panel, Left, Bronze Sill, Exterior
White, Interior Pine , Interior Pre-Finish White Glass: All Sash: Tempered High
Pert . SmartSun Glass , No Pattern Hardware: Albany, Black, Exterior Keyed Lock,
Corrosio n Resistant Lock Screen : No Screen Grille Style: No Grille Misc: A
series Storm watch door per panel, Premium interior jamb extensions and casing
Construction: None Material: Caulk -White Exterio r (1 ), Interior Ca ulk -White
PRODUCTS: 1 WINDOWS: 0 PATIO DOORS: 1 SPECIALTY: 0 MISC: 0 Updated 816120
JOB NOTES
Door on front patio.
Note, customer very concerned about finished look of ext trim. We need to leave as is so bring door in and finish inside
Estimated Duration: 1 days
FLOORPLAN • 1ST FLOOR
08/0 6 /20
\~\J~dr\\ fOOM
'-✓ I FRONT 101 .__ ______ _.
UNIT NOTES
Pa ge2 /7