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1965 Brista De Mar Cir RES20-0304 Door Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: Valerie Steece 1965 BRISTA DE MAR CIR ATLANTIC BEACH FL 32233-4525 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: 169506 1668 SELVA NORTE UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1965 BRISTA DE MAR CIR RESIDENTIAL WINDOWS/DOORS ONE DOOR $10962.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $161.86 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: 10/28/2020 PERMIT NUMBER RES20-0304 ISSUED: 10/28/2020 EXPIRES: 4/26/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 10/28/2020 PERMIT NUMBER RES20-0304 ISSUED: 10/28/2020 EXPIRES: 4/26/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $161.86 RES20-0304 Address: 1965 BRISTA DE MAR CIR APN: 169506 1668 $161.86 BUILDING $105.00 BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN REVIEW $52.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 STATE SURCHARGES $4.36 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R13971 $161.86 Printed: Wednesday, October 28, 2020 11:19 AM Date Paid: Wednesday, October 28, 2020 Paid By: Renewal by Andersen of Florida Pay Method: CREDIT CARD 390296439 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R13971 ~+; CENTRALSQUARE RES20-0304 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: 1965 Brista De Mar Circle, Atlantic Beach, FL 32233 Permit Number: __________ _ Legal Description 40-37 09-2S-29E SELVA NORTE UNIT TWO LOT 89 RE# 169506-1668 Valuation of Work (Replacement Cost) s m 1 g l1 '2-Heated/Cooled SF ,,,,.....-Non-Heated/Cooled. _ _./ ___ _ • Class of Work (Circle one): New Addition Alteration QMove D Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial esidenti • If an existing structure, is a fire sprinkler system installed? (Circle one : es No @ • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tr ee Removal Describe in detail the type of work to be performed: (lp lat111g I ~GOY· Sile f H Jl l{. 1\¥-{ i?)y lik• Florida Product Approval# ___________________ for multiple produ~use product approval f ~ Property Owner Information ~ ~ ~~ I ~ Name: Steece, Valerie L & Larry A Address: t \ \.(p) · ]?n~W City I J..L(\..Jh.c... ~State_ '_Zip 43221 Phone f (? S'\] ] S:: 6 '3 \)tl_lY\k c \rd..e E-Mail t:'-S 22-1'2 Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ___________________ _ 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: _Ja'-r--"-e--d_M __ e_l_lic'-'-k'------------ City Orlando State --'-F=L __ Zip 32810 Job Site/Contact Number _______________ _ E-Mail Permitting@rbafla.com Architect Name & Phone# __________________________________ _ Engineer's Name & Phone# _________________________________ _ Workers Compensation __________________________________ _ Exempt/ Insurer/ Lease Employees/ 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 w ith 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 RE ORDING Y R NO~MENCEMEN_T_. ~~t::::;!;;:::;;~===:::::::::=:::::::::....__ __ _ re of Owner or Agent) (including contractor) Ll S~ned and sworn to (or me hi 1,.,-\ day of O th l@U St l [ ) Personal! Mfroduced ldentificati~ Type of Identification: ~y llff ( r l\ l 1. Y1 K Sign and sworn to (or affirmed) before me this g' day of ftu.sus/: , J..p.2.o . by J" a. rw >-1e,uicY; P<f Personally Known OR [ ] Produced Identification Type of Identification: ~--- (Signature of Notary} RES20-0304 Doc# 2020209010, OR BK 19380 Recorded 09/22/2020 01:14 PM, RECORDING $10.00 Page 625, Number Pages: 1, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY NOTICE OF COMMENCEMENT (PREPAA~ IN DUPllCATE) l"em,it No. State of n·o'"<1d=-•-----------Ta, Folio No. 169506·1668 County ol __ □_u_••-•-------------- To whom II may concern: The undersigned hereby Informs you that lmprovemencs will be made lo certain rear prop&rfy, and r~ accordance with Section 713 of lhe Florlda Stalutes, lhe followlng Information rs seated In 1h15 NOTICE OF COMMENCEMENT. legal description of property being imp,oved. 40-37 09-2S-29E SELVA NORTE UNIT TWO LOT 89 Address of prope11y being unprcved: 1965 BRISTA DE MAR CIRCLE, Atlantic Beach, Fl 32233 General Mscript,on of ompro,•ements: Replacing windows/doors size for size o,mer STEECE, VALERIE LAMB & LARRY ADAM Address 2 Fee Simple Titleholder (if <>Iller lhan owner) ____________________ ....::,'""--"'.:, Name ___________________________________ _ Addre55 ::---:-:----:----:---:--:-:------------------------ Contractor ~enewal by Andersen of Flor;da /J"red Mellick Address 997 W Kennedy Blvd. Orlando, Fl 32810 Phone No. 407-803-4723 Fax No. _______________ _ Surety(ifanyl ________________________________ _ Ad<lress ____________________ Amount of bond$ _______ _ PhOne No ______________ Fex No. _______________ _ Name and address Of any person making a loan lor the consfructiOn of Ille improvements. Name _________________________________ _ Address _________________________________ _ Phone No. ______________ Fax Ne>. _______________ _ Name ol person within the Stale of Florida, other lhan himsell, designate<! by owner upon whom notices or othoi docurnenls may be served N&me ___________________________________ _ Address _________________________________ _ Phone No ______________ Fax No. _______________ _ In addnIon to h11nsell. owner designales the following ~son to receive a copy of Iha Lienor·s Notice as provid~d in Section 713 06 (2) (bl. Florida Staruces. (Fill In at Owner's option). Name ___________________________________ _ .O,ddress _________________________________ _ Phone No. _____________ Fax No. ________________ _ Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording uile$$ a different dale is spec1f,,1e~d~)·::::;;;--:--::--:--:--:--:--:--:------------:=,,,--,--------- THIS SPACE FOR RECORDER'S USE ONLY 0 (\ {J 0~ · ( ~~::Zt.2.~ ~ O.<TE t,,L2-( L ~ County of ou.,al. Stelle' ofFbtida. h,e. perxin.aa)' eppeerttd l'l"'imse="'w-::1>0::-:,::-: .. ::,11-=on:-::oc:81l:;;:,::,,.c:.,-:::1•"'"'c:•:a-• "'sto::,le'"',n"',""nt7, a"',"d~doc=l•-,.~,ion-, l>O,-!!~•~•in b~ ~?P~ i1otety Public~, L~P. ~.ti,le Mt «:Cmm1551on er.ptres.: Ptra,=,r.1111)' Known Prodlctd 1aent1f1c.auo~ Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.10.20 14:13:37 -04'00' RES20-0304 ANDERSEN CORPORATION A-SERIES FRENCHWOOD HINGED PA TIO DOOR -INSWING 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 IS 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 "O" STAND FOR THE FOLLOWING: X: OPERABLE 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 100 FOURTH AVE NORTH BAYPORT, MN S5003-1096 PH, (651) 264-5150 FlC: (651) 264-5485 I UMENT I TliE PEIITT' F BUILDIN D I AND SHAU. NOT BE REPRODUCED IN WHOLE 011 PART WITHOUT WRITTEN CONSENT OF BUIIDING DIIOPS, INC. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR CJ!liER MARKINGS TO THIS DOaJMENT ARE NOT PERMITTED AND INVALIDATE 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 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search 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 RES20-0304 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 Back Next 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 RES20-0304 Renewal by Andersen . Agreement Document and Payment Terms dba: R<n<w:i.l By Andersen of Florida Legal Name: JLM Windows. LLC CGC1527613 997 West Kennedy Blvd Suite A 18 I Orlando, FL 328 t 0 Phone· 407-803-4723 I Fax . I Custome1serv1Ce@rbafla .com Buyer(s) Nam e: Adam & Valerie Steece Adam & Valerie Steece 1965 Brrs t a De Mar Cir Atlantic Beach . FL 322 33 H (6 14 )783-3406 C. (614)783-3406 Comract Da1e: 08/17 /20 ------------- Buyer(s) Screer Address: 1965 Brista De Mar Cir, Atlantic Beach, FL 32233 Pr im a ry Teleph o n e Nu mber : _(6_14_)_7_8_3_-_3_4_0_6 _____ _ Seconda ry Telepho n e N umber: _(6_1_4_)_7_8_3_-3_4_0_6 _____ _ Pri mar y Email: asteece@harborfreight.com Secondary Emai l: _________________ _ Buye r(s) h ereby jo i ntly a nd severall y agrees ro purchase rh e products and/or services of JLM W in d ows, LLC d/b/a Renewal By Andersen of Flo r ida("Conrracror"), in acco rdance w ith rh e rerms and cond it io ns descr ibed in th is Agreem ent Document and Payment Te rms, any documents li st ed in rh e Tab le o f Conte m s, a nd any other d ocu ment attach ed to th is Agr eem e nt D ocume nt, the t e rms of whic h are a ll ag reed ro by rhe pa r t ies and in cor po rared here in by refe ren ce (coll ective ly, this "Agreem ent"). Buye r(s) he re by agrees ro s ig n a completion cerri fica re afrer Contracro r has comple t ed a ll work under chis Agreemen r. T ora! Jo b Am o u nt: Dep osit Received : Bala n ce D ue: Amount Financed: Meth o d of Payme nt: $10,962 $3,653 $7,309 so Credit Card By s ign in g th is Agreem e nt, yo u acknowl ed ge rhar rh c Balance D u e, a n d rhe Am ount Finan ced m us r be made by personal check, bank ch eck, c red ir card, o r cas h . We sch edule insra lla rions b ased o n t he d are o f rh e sig ned contract a nd seconda ril y o n rh e d are in whic h we complete r he technical m easu rem en rs. The install ation d a re rhat we a re p m vid ing ar this rime is on ly an es rim are. We will co mmu n icate an o ffi cial d are a n d ti me ar a lare r dace. Ra in a n d ex rrem c weather a re rh e m ost commo n ca u ses fo r d elay. Norcs: Customer will paint door no charge was issued Bu yer{s) agr ees and u nde rsra n ds rh ar chi s Agreem e nt consritures rhe cnri re und ers tandings berween r he pa rri es a nd rha r rhe re a re no ver bal und erstandings c h anging o r m o di fy ing a ny of th e re rms of rhis Agreem e n r. N o al rerari o ns co or d evia tions fro m rhis Agree m e nt will b e valid wi th o u t the s ig ned , w rirre n conse nr of both the Buycr (s) and Conrraccor. Bu ye r(s) h e reby acknowled ges rh a t Buye r (s) I ) h as read t hi s Agreem e nr , understa nds rh e rerms of rhi s Agreem e nt, and h as recei ved a complered, s igned, a nd dared cop y of r hi s Agreem e nt, incl udi ng rhe rwo an ach ed Norices of Can cell atio n , o n rhe d a te firs r wricre n above a nd 2) was orall y in fo rmed of Bu yer's ri g hr ro can cel th is Ag reem e nt. NOTICE T O BUYER : D o nor sig n thi s conrracr if bla nk. Yo u a re e nri rl ed to a copy o f rh e contract a r rhe tim e )'OU sig n . YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME NOT LATER THAN MIDNIGHT OF 08/20/2020 OR THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION, WHICHEVER DATE IS LATER. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. Legal Nam<: J LM Windows, L LC dbJ: Ren e,'t.8~'. of Florida'\ Sig na ture of Sales Pe rson Frederick Tiralli Pri nt N ame o f Sales Person UPDATED 08/17/20 Buyer(s) J,r--A~JtG Sign a ru re Adam Steece Print Nam e Sig narure Valerie Steece Prim Nam e Page2/16 RES20-0304 Order Summary dba: RENEWAL BY ANDERSEN O F FLORIDA Legal Name: JLM W indo ws, LLC I License# CGC l 527613 997 West Kennedy Blvd. St e A -18 I Orlando, FL 32810 Phone: 407-803-4723 I Fax : 407-386-8262 I conciergeOrbafla.com Measure Te ch: Frank Dunning, (904)535-8274 FLOORPLAN · 1ST FLOOR FRONT ~tdY OOM ✓,01 .__ ____ _ BACK JOB PHO TOS ADAM & VALERIE STEECE 1965 Brista De Mar Ci r Atlantic Beach. FL 32233 H: (6 14)783-3406 IC: (614)783-3406 UNIT NOTE S ----------------------------------------- 0 8 /2 1/20 Pa ge3/8 RE S 2 0 - 0 3 0 4 PR O D U C T AP P R O V A L IN F O R M A T I O N SH E E T FO R TH E CI T Y OF AT L A N T I C BE A C H , FLORIDA {*REQUIRED} *P r o j e c t Ad d r e s s : 19 6 5 BR I S T A DE MA R CI R C L E Pe r m i t # : _ _ _ _ _ _ _ _ _ _ _ *O w n e r / P r o j e c t Na m e : _S _ T _ E _ E _ C _ E _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - ' - - - - - - - - - - - - - - - - - - - - - - As re q u i r e d by Fl o r i d a St a t u t e 55 3 .84 2 an d Fl o r i d a Ad m i n i s t r a t i v e Co d e Ru l e 9B -72 , pl e a s e pr o v i d e th e in f o r m a t i o n an d pr o d u c t approval number(s) for th e bu i l d i n g co m p o n e n t s li s t e d be l o w as ap p l i c a b l e t o th e bu i l d i n g co n s t r u c t i o n pr o j e c t fo r th e pe r m i t nu m b e r li s t e d ab o v e . You should contact your pr o d u c t su p p l i e r if yo u do n o t kn o w th e pr o d u c t ap p r o v a l nu m b e r fo r an y o f th e ap p l i c a b l e li s t e d pr o d u c t s . In f o r m a t i o n re g a r d i n g statewide product ap p r o v a l ma y be ob t a i n e d at : ww w . f l o r i d a b u i ld i n g . o r g . ca t e g o r y / S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n '' Li m i t a t i o n of Us e St a t e # Local# A. EX T E R I O R DO O R S 1. Sw i n g i n g AN D E R S E N CO R P A SE R I E S FL 14 3 2 0 .1 2 . Sl i d i n g 3. Se c t i o n a l 4. Ga r a g e Ro l l - U p 5. Au t o m a t i c 6. Ot h e r B. WI N D O W S 1. Si n g l e hu n g 2 . Ho r i z o n t a l sl i d e r 3 . ca s e m e n t 4. Do u b l e hu n g 5. Fi x e d I 6. A w n i n g 7. Pa s s - t h r o u g h 8 . Pr o j e c t e d 9. Mu l l i o n 10 . Wi n d br e a k e r 11 . Du a l ac t i o n I 12 . 0 t h e r Page 1 of 4 Updated 10/17 /18 In ad d i t i o n to co m p le t i n g th e ab o v e li s t o f ma n u f a c t u r e r s , pr o d u c t de s c r i p t i o n an d St a t e ap p r o v a l nu m b e r fo r th e pr o d u c t s used on thi s project, the Co n t r a c t o r sh a l l ma i n t a i n on th e jo b si t e an d av a i l a b l e to th e In s p e c t o r , a l eg i b le co p y o f ea c h ma n u f a c t u r e r ' s pr i n t e d spe ci fications and installation in s t r u c t i o n s al o n g wi t h th i s Pr o d u c t Ap p r o v a l Sh e e t . I ce r t i f y th a t th i s pr o d u c t ap p r o v a l li s t is tr u e an d co r r e c t to th e be s t of my kn o w l e d g e . I fu r t h e r ce r t i f y th a t us e o f di f f e r e n t components other than th e on e s li s t e d in th i s do c u m e n t mu s t be ap p r o v e d by th e Bu i l d i n g Of f i c i a l . *C o n t r a c t o r Na m e (P r i n t Na m e ) : Jd l f CA YY \ f \ \\ L' f - *C o m p a n y Na m e : r e V) f \A l cu ~~ a v1 df L\ : f Y1 •c o n t r a c t o r Si g n a t u r e : ~ *M a i l i n g Ad d r e s s : _ 6 ~ V ... . . ;S '- -S _ C~-- - ' y '- - " a -- '1 .... . . . r _. . _ v ... . ; . . . o .. . . . . a .... . . d _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ * Ci t y : - ~ O ~V _l _ut _n ~a ~o ~ - - - - - - - - - - *S t a t e : _ _ PL - _ _ _ _ _ _ *Z i p Co d e : 32 . . f IO *T e l e p h o n e Nu m b e r : (L \ 0 " 1 ) Tu j ~ L- n i.. 1 > *E - m a i l Ad d r e s s : ?U V'r ' \ \r u ' i l @ ~ X Y2 ll ±1 ~ . C 0\IV'I Ce l l Ph o n e Nu m b e r : _ _ _ ~ _ _ _ _ _ _ _ _ _ _ _ _ Fa x Nu m b e r : _ "" " ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Page 4 o f 4 U p dat ed 1 0 /1 7 /1 8