Loading...
536 Pelican Key RES21-0036 DoorOWNER:ADDRESS:CITY:STATE:ZIP: WEIMER R LOUIS 1901 N 1ST ST UNIT 201 JACKSONVILLE BEACH FL 32250 COMPANY:ADDRESS:CITY:STATE:ZIP: BUTTERFIELD REMODELING LLC 4220 PLANTATION OAKS BLVD APT 1516 ORANGE PARK FL 32065 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172027 5568 SELVA LAKES UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 536 PELICAN KEY RESIDENTIAL WINDOWS/DOORS ONE DOOR $979.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $55.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $27.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 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: 2/11/2021 PERMIT NUMBER RES21-0036 ISSUED: 2/11/2021 EXPIRES: 8/10/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $86.50 2 of 2Issued Date: 2/11/2021 PERMIT NUMBER RES21-0036 ISSUED: 2/11/2021 EXPIRES: 8/10/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $86.50 RES21-0036 Address: 536 PELICAN KEY APN: 172027 5568 $86.50 BUILDING $55.00 BUILDING PERMIT 455-0000-322-1000 0 $55.00 BUILDING PLAN REVIEW $27.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $27.50 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: R14864 $86.50 Printed: Thursday, February 11, 2021 2:19 PM Date Paid: Thursday, February 11, 2021 Paid By: BUTTERFIELD REMODELING LLC Pay Method: CREDIT CARD 422558644 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14864 ~+; CENTRALSQUARE RES21-0036 ~,,;.?.,, Building Permit Application ~ City of Atlantic Beach Building Department -,A,,, ·L' ,,..L• 1 u;, 800 Semin ole Road, Atlantic Beach, FL 32233 rrU,/e,fl, y)'f,.(l,,4.,- Phone: {904) 247-5826 Email: Bu1ldi ~ 0 CRt <lJLOJQ_!Js V/)(/rrrro I lit-, , I) *ALL tNFORMAllON HIG H LIGHTED IN GRAY IS REQU IRED lob Ad dress:536 PELICAN KY ATLANTIC BEACH, FL Permit Number· _____ _ legal Description4,3-11 17-2S-29E SELVA LAKES UNIT 2 LOT 86 RE# 172027-5568 Valuation of Work (Replacement Cost) $..,9~7'--'9~.0~0"'------Heated/Cooled SF __ _ Non-Heat e d/Cooled __ • Class of Work : □New □Add1t1on □Alteration URepair []Move □Demo □Pool llQWindow/Door • use of ex i sting/pr oposed structure(s): ncommerc,al ~Resi d ential • If an existing structure, is a fire sprinkler system installed7· □Yes fJ No • Will treelsl be removed in association with 1Jronosed nro•ect? l)Yoc I must submit se na rat e Tree Removal Permit I , 11\Jo Describe in detail the type of work to be performed: REPLACE EXTERIOR DOOR. FLO RI D A PRODUCT APPROVAL NUMBER F OR THE NEW DOOR IS 22363 4 Florida Product Approval# FL#22363.4 ___________ for multiple prouw t 1<;f' prtHlu, 1 1~1prr;v,.\ lt11 Property Owner Information Name LOUIS WEIMER Address 1901 N 1 ST S T #20 1 City JACKSONVILLE BEACH State~FL __ Zip 32250 Phone 904 -333-34 03 E-Mail LOUIS WElMER@COMCAST,NET Owner or Age n t (If Agent , Power of Attorney or Agency Letter Requi red) _________________ _ Contractor Information Name of Compan y BUTTERFIELD REMODELING, LLC Q ualifying Age n t CLINT BUTTERFI ELD City ORANGE PARK St ate FL Zi p 32065 Address 4220 PLANTATION OAKS BLVD #1516 Office Phone 904-631-8511 Jo b Site Con t act Num ber ______________ _ State Certification/Registration # __,_N:..::S=S:....-1...._4,.__ ___ E-MailJM .HUGHES 1513@GMAI L. COM Archit ect Name & Ph one# ________________________________ _ tngmeer's Name & Phone # ____________________________ _ Workers Co m pensation Insurer ______________ OR Exempt X Ex p iration Date 5/1 8/2022 Application is her eby m ad e to o btain a permit to do thE! work and installations as indicated. I certify that no work or insta llat,on has commenced prior to the issuance of a permit and t h at all work will be performed to meet the standard~ of all the laws regulating co nstruction in this Junsd1ct1on. I underst and that a separate permit must be ~ecured for ELECTR ICAL WORK, PLUMBING SIGNS , WELLS, POOLS, FURN ACES, BOILERS, HEATERS, TANKS, and AIR CO N DITIONERS, etc. NOTICE : In addition t o the requir em ents of tlm permit, th ere m ay be additi onal rest r ictions applicabl e to t his pro p erty t h at may be fou nd in the pub l ic records of thi!> county, and the r e may be additional permits required from othe r gov er n m ental ent1t1 es such as water management districts, state agencies, or fed e ral agenci es. OWNER'S AFFIDAVIT. I certify that all the foregoing information 1s accurate and that all work will be done 1n cornpl1dn1e w111, ,ill applicable laws regulating construction and zoning, .. .,,. rn to (or a ffirmed) before rne this~ day of JW ( , by -~...i....n.~L....p..~~:.c-"-l- '-- [~natty Known OR f I )t1 IP, I I Produced Identification Type o f Identification: ____________ _ igned and sworn to {or affirmed) before me this o2 '6dao/Jf A , d Q;ttlL ~~ .c:~ ~ ------~'4-_ ...... n,-atw: ;iifid Wersonally Known OR ! l Produced ldent1ficat1on TypP of Identification ~ I . ( ) lhl1 1 4 9 " M A X . O V E R A L L F R A M E W I D T H ~ c o MASONITE. ~ y ~ , - . 8 a 0 2 1 " M A X 3 6 . 3 7 5 " M A X . I 3 7 . 5 " M A X . _ - - 1 < ( ( 0 FIBERGLASS DOOR UNIT ~ o . L . o . - I P A N £ L W I D T H I ~ 0 - - J 6'-8" DOUBLE DOOR WITH I WITHOUT SIDELITES W / A S T R A G A L F R A M £ W I D T H a C C - j : : ( / ) • GENERAL NOTES ~ - 0 c c ~ ( ' . ) 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ~ 0 2 3 THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM < : Q - DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, - : r : DOES NOT EXCEED THE DESIGN PRESSURES LISTED. • • I = ! L O o WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), ~ C ) - L O 2. I O ~ 0 ) I - HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. ~ C " - 1 I X ) ~ C / ) ~ ( / ) 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, ~ X I - : ! ~ HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. ~ t j i 3 C ) . . . . . J e C ) 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 : : : c ½ c : i : : r AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. r c c t i ) G j : z 5. PLASTICS TESTING: ~ TEST DESCRIPTION DESIGNATION FACING LITE FRAME > , ; : ~ • SELF IGNITION TEMP ASTM D1929 752 ·F > 650 "F 740 'F > 650 ·F ~ , _ § s c : : , RATE OF BURNING ASTM D635 0.56 IN/MIN 0.77 IN/MIN ~ - _ l o ~ c : . : ~ ~ ! E 8 SMOKE DENSITY ASTM D2843 53.4% 13.4% 0 . . C ! ) C ) ~ ~ § e TENSILE STRENGTH* ASTM D638 3.2% DIFF 7.1% DIFF ~ ~ ~ ~ t . j ~ 8 I O : s w - . J u . J 6. PlASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): C t : ~ ~ V ) ~ 1 : 5 TEST DESCRIPTION DESIGNATION RESULT o ~ ~ 1 / ) a . . c . : > t ; ; g c . : < ( ~ < ' < $ SELF IGNITION TEMP ASTM D1929 779 "F > 650 'F C i : : Adde n d l r l l l o t w i t 0 RATE OF BURNING ASTM D635 D.O IN/MIN / / 2 : : : ) . C l I r SMOKE DENSITY ASTM D2843 39.0% Ca1fieabl.No.:. Alri ) / : ! ~ , ; 0 D O U B L £ D O O R U N I T W / S 1 D £ L I T £ S 0 : : ~ Q . . TENSILE STRENGTH* ASTM D638 3.6% DIFF R9'tiewed8y.' . . . , , . . , , - v * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Dall,,..,.,;.,.._, -H h t t > n , . . . ( / ) ( / ) ( / } i n 3 : : ~ ~ 4500 HOURS XENON ARC METHOD 1 I ( / ) ( / ) ( / ) w ~ ~ 0 . . . . 0 ~ I t C l ( / ) • e • • D . . . I 0 z • • • • • • = > w 0 C l ~ i n 0 w ( / ) 0 C l > 0 D . . . w : : : i ! < ( = > c : : : I ' - 0 N ( 0 . . . . . r - , . . . _ r : : : : I " - . . w SINGLE DOOR UNIT DOUBLE DOOR UN/T SINGLE DOOR UN I T S I N G L E D O O R U N I T S I N G L E D O O R U N I T W I S 1 D £ U T £ S D O U B L E D O O R U N I T W / S I D E L I T E S c o I ' - ~ N ~ WITH SIDELIT£ W I T H S I D E L ! T E ~ r - , . . . _ 0 I ' - l { ) . . . . . . . . . . W H E R E W A T E R I N F I L T R A T I O N P E R F O R M A N C E I S DESIGN PRESSURE R A T I N G R E Q U I R E D T O B E 1 5 % O F D E S I G N P R E S S U R E CONFIG MAX WIDTH INSWING O U T S W I N G I N S W I N G B U M P E R 0 / S Z - S E R I E S 0 / S H P 0 / S T 4 o l s H I G H D A M 0 / S ( . } c o < ( 0 X 37.5" +40.0 I -40.0 +40.0 / - 4 0 . 0 N I A + 2 5 . 0 I - 2 5 . 0 + 4 0 . 0 I - 4 0 . 0 + 4 0 . 0 7 - 4 0 . 0 + 4 0 . 0 I - 4 0 . 0 + 4 0 . 0 I - 4 0 . 0 z xx 74,r +40.0 I -40.0 +40.0 I - 4 0 . 0 N 7 A + 2 5 . 0 I - 2 5 . 0 + 4 0 . 0 I - 4 0 . o N / A + 4 0 . 0 I - 4 0 . 0 + 4 0 . 0 I - 4 0 . 0 OX or XO 75ff +40.0 I -40.0 +40.0 I - 4 0 . 0 N I A + 2 5 . 0 7 - 2 5 . 0 + 4 0 . 0 I - 4 0 . 0 N I A + 4 0 . 0 I - 4 0 . 0 + 4 0 . 0 I - 4 0 . 0 D A T E : 4 / 2 6 / 1 7 OXO 112.5" +40.0 I -40.0 +40.0 I - 4 0 . 0 N 7 A + 2 5 . 0 I - 2 5 . 0 + 4 0 . 0 I - 4 0 . 0 N I A + 4 0 . 0 I - 4 0 . 0 + 4 0 . 0 I - 4 0 . 0 oxxo 149,. +40.0 I -40.0 +40.0 I - 4 0 . 0 N I A + 2 5 . 0 I - 2 5 . 0 + 4 0 . 0 I - 4 0 . 0 N 7 A + 4 0 . 0 I - 4 0 . 0 + 4 0 . o I - 4 0 . 0 " ' 1 , 1 9 · S C A L E ; N . T . S . D W G . B Y : s w s TABLE OF CONTENTS SHEET # DESCRIPTION C H K . B Y : K U R T B A L T H A Z O R 1 TYPICAL ELEVATIONS & GENERAL NOTES F L O R I D A P E D R A W I N G N O . : 2 ANCHORING LOCATIONS & DETAILS 1 / 5 6 5 3 3 D W G - M A - F L 0 1 8 9 - 1 7 3 ANCHORING LOCATIONS & DETAILS S H E E T 1 O f J _J_ 3"-j ~ LO r--" ""! ..... r--I") SEE DETAIL "C" . ..... I") 3" -1 #8 X 2" #8 X 2" DETAIL "D" J_ 1.375"~ "'S T INSWING THRESHOLD 6" SEE 3" "E" 3" I I ~6" 0 6" -SEE DETAIL "F" #10 X 5/8" #10 X 5/8" #10 X 2-1/2-" -1--~ ~=,u..~-r-~ #10 X 5/8" DETAIL "c" 0.9621_ ~~ ( _.-::i, T BUMPER OLS THRESHOLD J_ 1.75" ~11.047~ T Z-SERIES OLS THRESHOLD HIGH DAM OLS THRESHOLD 3 " ~ 6 " \ ~ 0 - - I I I I 6 " 3 " 3 " 6 " • c o C l w ~ 0 . . V ) ~ . . . J < ( : : : : , 0 w w 0 : : 0 ~ " < t " • c o [ - 3 " ' # B x 2 " ~ C l w J _ ~ • ( 0 b I , ( ) N u t S E E D E T A I L { / ) " D " ~ . J < ( = > 0 w w . a : : 0 ~ " < t " • ( 0 S E E D E T A I L " C " J _ • . . . . . I " ) A S T R A G A L R E T A I N E R B O L T H O L E M U S T B E D R I L L E D T H R O U G H T H E T H R E S H O L D & I N T O T H E S T R U C T U R E D E E P E N O U G H F O R A 1 . 3 7 5 " T H R O W #10 X 1 " D E T A I L " E " A S T R A G A L A T T A C H A S T R A G A L R E T A I N E R B O L T S T R I K E P L A T E T O F R A M £ D E T A I L " F " A S T R A G A L J_ J 3 a 1.437" ~ 1 T HP O L S T H R E S H O L D 1- 0 1 n ~ 1.437" ~ j j T T4 O L S T H R E S H O L D A S S H O W N . 1 " O R 1 / 2 " I N S U L A T E D G U S S D E C O R A T I V E I N S E R T ( O P T l O N I I L ) B U 1 Y l . . . A : W I , O f t M E T I I L S P A C E R : t : , " : v . ~ H O T M E L T . , . , , , , . , : . • : ; ; ; ~ . ~ 1 / ' l ! ' B l l E E I A S T O M E R : • ~ : . . - ; : ~ - : , . . ~ . . . ~ - . ~ . a m w B . l l i l t l l l W I T Y P I C A L G L A Z I N G D I T A l l N O N - I M P A C T G I . A S S A l k l e n d l r n t o M I M 1 • O R 1 / 2 " I N S U L A T E D C l A S S B U T Y i . , F O A M , O R I I E T I I L S P A C E R i . , ; ; a , a : e " : - - - . J / D E O O R A l l ~ I N S E R T ( O P T l O N A l ) ' . H O T M E L T . , . , , , , . , : . • ~ ~ ~ 1 / 2 " B l l E E l . A S J ' 0 M E R : , . : ~ : . . - ~ ~ ~ " ' ~ : . . : - _ . . . , , . . . . : - , . t m l ! l l l B - ~ 1 , - - - - - L ~ J W t l ! W B A L T E R N A T E G L A Z I N G D E T A I L N O N - I M P A C T G u \ S S ~ a . ~ 1 / ) J : C l z w 0 O t - 1 / ) W < C c , , C l G S o o . . < ( : : > 0 : : r - . . c o . . . . . w N I ' N ~ C l I , ( ) . . . . . . - c o < ( 0 z D A T E : 4 / 2 6 1 7 S C A L E : N . T . S . D W G . B Y : s w s C H K . B Y : D R A W I N G N O . : D W G - M A - f l 0 T 8 9 - 1 7 S H E E T . . . 2 . . . . O f _ J _ SEE DETAIL "C SHT. 2 ~ 3" 3 " - j _J_ 3" 6 " r J _ -~ 6" I . I 6" • ( 0 • LO 0 r-. I f ) • I"? . N ..... r-- C l . . . . . I") w v ( _ ) ~ S E E D E T A I L V J " D " S H T . 2 . ~ . . . J a < ( : : : ) 0 SEE DETAIL 0 - - w "C" SHT. 2 w • 0 : : • .... I") 6" --16" Adderdrnto NAIi SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE # 1 0 WOOD SCREWS, 1 / 4" TAPCONS, AND # 1 0 TEK SCREW S . A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EA C H ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1 /2". WOOD SCREW EDGE DISTANCE MIN 3/ 4". TEK SCREW EDG E DISTANCE MIN 1 /2". 6 " 1 . 2 5 " M I N 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT T O ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SUR F A C E . 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FR O M ANSI/AF&PA NOA FOR SOUTHERN PINE LUMBER AND ACHEI V E M E N T OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACH I E V E MINIMUM EMBEDMENT OF 1-1 /4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY T O TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. 0 ~ " < t " • ( 0 l , - • . . i . . . . • , C L - I 1 - I ( ) L O 3 " - l 0 . 2 5 " - M A X S H I M T Y P I C A L M A S O N R Y A N C H O R I N S T A L L A T I O N C L - I I T Y P I C A L W O O D B U C K A N C H O R I N S T A L L A T I O N 6 " F ~ 6 " 3 " 3 • / - 3 • I I I ~ 6 " 6 " - I ' I I • c c C l w ( _ ) i V J ' . ' . j . . . J < ( = > 0 w w a : : 0 - 0 : : : E v • ( 0 I I I I I I I I ~ - 6 " I - 3 " 3 " 6 3 " 6 " - 6 " H A R D W A R E S C H E D U L E 1 . K W I K S E T S E R I E S 4 0 0 G R A D E 3 C Y L I N D R I C A L L A T C H A N D S E R I E S 9 8 0 G R A D E 1 D E A D L O C K H A R D W A R E T O B E I N S T A L L E D 2 . A T 5 - 1 / 2 " C E N T E R L I N E . 4 " X 4 " F U L L M O R T I S E B U T T H I N G E S . . . . . . . . 0 . 2 5 " - M A X S H I M 1 " X 1 / 2 " C O R R U G A T E D 3 " F R O M E A C H E N D A N D 7 " O C ' 1 X B U C K M A S O N R Y A N C H O R I N S T A L L A T I O N C O M B I N A T I O N W O O D M U L L I O N ( B O X E D ) ( 3 ) - # 1 0 X 2 - 1 / 2 " W O b D S C R E W S E A C H E N D I N T E G R A L W O O D M U L L I O N ( C H S ) # 1 0 X 2 " W O O D S C R E W 6 " F R O M E A C H E N D A N D 1 r O C _ I C L - t C O M B I N A T I O N W O O D M U L L I O N ( B O X E D ) ( 4 ) # 1 0 X 2 - 1 / 2 " W O O D S C R E W S E A C H E N D I N T E G R A L W W M U L L I O N ( C H S ) ( . / ) ( / ) > - ~ ~ ( I l ( . / ) ( / ) < ( ~ a . . 0 : c 0 w 0 ! c c w 0 0 0 a . . < ( = i a ) r - - - . . . . . . I / ) . . . . . . . . . . . . { I l < ( 0 z D A T E : 4 / 2 6 / 1 7 S C A L E : N . T . S . D W G . B Y : S W S C H K . B Y : D R A W I N G N O . : V J z 0 V J ~ l l : . ' . D W G - M A - F L 0 1 8 9 - 1 7 S H E E T _ J _ O F _ J _