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433 E Sailfish Dr RES21-0140 DoorOWNER:ADDRESS:CITY:STATE:ZIP: PERSICO CYNTHIA K 400 GARDEN LN ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: ACE DOOR & WINDOW SERVICE 9123 E HARE AVE JACKSONVILLE FL 32211 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171377 0000 ROYAL PALMS UNIT 02A JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 433 E SAILFISH DR RESIDENTIAL WINDOWS/DOORS ONE DOOR $2084.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $101.50 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: 5/13/2021 PERMIT NUMBER RES21-0140 ISSUED: 5/13/2021 EXPIRES: 11/9/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 5/13/2021 PERMIT NUMBER RES21-0140 ISSUED: 5/13/2021 EXPIRES: 11/9/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $101.50 RES21-0140 Address: 433 E SAILFISH DR APN: 171377 0000 $101.50 BUILDING $65.00 BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN REVIEW $32.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 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: R15792 $101.50 Printed: Thursday, May 13, 2021 1:06 PM Date Paid: Thursday, May 13, 2021 Paid By: ACE DOOR & WINDOW SERVICE Pay Method: CREDIT CARD 455303677 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15792 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION RES21-0140 Apr. 28. 2021010: 28AM'l.'1Noow 904 127 6813 0412712021 ,s:oi.No. 0559, p,1P. 211 {f;i;:::in,),> Building Permit Application ~ .. '··. : City of Atlan 1 tic Bedach Buil~ing Department '· "'· · · 800 Semino e Roa , Atlantic Beach, FL 32233 ···.eJAUil.2~ Phone: (904) 247-5826 Emall: Building-Dept@coab.us Vpd11ted JO/!l/l8 ~ y~~~. !NF,0~ M~llP.~ t11tiH.ll.G!:ff~P IN G,RAY · )J>fis.. ~.~QUIRED. i:i:;.,iL Job Address; _4~3~3---"'.S"--a.._·~~\~h~· ~s~h ___ :D_r~1 _1J_e __ · ·G_~ ___ Permit Number: ________ _ l.egal0escrlption_2~l-l 3886 ~Mf &:?-=!~' Pcllr-lS IN\·1t~A ., ..... RElt n, 377..:<1000 .. Valuation of Work (Replacement Cost)$ ~O ~ 3/· ol 6 Heated/Cooled SF ~---Non• Heated/Cooled ____ _ Class of Work: ONew □Addition □Alteration ORepair □Move □Demo □Pool ~indaw/Door • Use of exlsllng/proposed structure(~): PCornmercial ~sidentlal 0 Ir an e)(istlng structure, is a fire sprinkler system installed?: □Yes □No • ·11 tre s be removed in associa ion ' h o se ro·ect? □Yes must submit se arate Tre: R m v Owner or Agent (If Agent, Power of Attorney or Agency Letter Required)----------,---~------- Contractor lnfor · Narne of C _,_.._,,.~,«:-~"'-""c....,;+."ii:::::,.,~~-::"r":::-+11-ualifying Age l\ddress._=-="-:'-';:::::-':f'-::.'"""":4--c"":"---'""i~~~~-=-'-..;..., lty_;:r __ ~--~ Office Pho _______ .,_,_.....,. __ .,...._,,,._._;,..~.:;;.. o State Cert1flcatlo ....... .-.-.......,.._...._.......,..., .?:,' ❖il:t~tii~!,~i:!JJ;;:~.t{~t;, Architect Name & _Phone II __ __,H-,11-,t:..p:;c::._ _________________________ _ Engineer's Name & Phone #--,.,,,,c-:-,,.,,,,,-,,,,,~=,-,-::,-,,.,..,.,..,..=-1-,c:,...,...--:-:s,-,,,,.,, ____ .,.-,,-____ --,=====,,,,,......,.. Workers Compensation Insurer .,\ii\t;).~})f ,,M!t ·,· ·(( ,,,i:·:i.:\(' OR Exempt · Expiration Date \'r~.!'-:~t~:x\;.\~];C;e;❖,~,?~AmVd:-ffi Application is hereby made to obtain a permit to do the work and lnstallatlons as indicated. I certify that no work or Installation ha5 commenced prior 10 the Issuance of a permit and thclt all wcrk wm be petformed t1;> meet the standards of all the laws regulating construction In this Jurisdiction. t 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 edditlon to the requlreml!n.ts of this permit, there may be additional restrictions applicable to this property that may be found Jn the public records of tNs counry, anr:! there may ~e.additional permits required from other governmental entitles such as water management districts, state agencies, or foderal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information rs accurate and that all work will be done in compliance with all applkable 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 R~C~~,DI ~.YOU~.~-O~f .?.F·'·. MMENCEME~'.· ~>·~~ (Signature or Contractor) Signed and sworn to (o · ~\ ·~1D_______....,. ~~t~onally Known OH ( J Produced ldentlllcation Type o( ldenri(ication: ___ _ MELODIE GONYEAU ~\ Notary Public· State of Florida ~i Commission # GG 930095 ~~~.--My Comm. Expires Nov 7, 2023 "' Bonded through National Notary Assn. 4/15/2021 PERSICO CYNTHIA K 400 GARDEN LN Primary Site Address 433 E SAILFISH DR Atlantic Beach FL 32233 Property Appraiser -Property Details Official Record Book/ Page 15986-00101 Tile# 9417 ATLANTIC BEACH, FL 32233 433 E SAILFISH DR Property Detail RE# • Ta.x [)istrict • Prop!Lrty Use # of Buildings Legal Desc. Subdivisi.on >···-·-·"·-·····--··· . · Total Area 171377-0000 II legal description see egal section below YAL PALMS UNIT 02A The sale of this property may result in higher property taxes. For more information go to Save Our Homes and our ProRe!!Y. Tax Estimator . 'In Progress' property values, exemptions and other supporting information on this page are part of the working tax roll and are subject to change. Certified values listed in the Value Summary are those certified in October, but may include any official changes made a~er certification Learn how the Proper:t'~RRraiser's Office values RroRer:t'"' Taxable Values and Exemptions -In Progress Value Summary Value Description Value Method Total Building Value 2020 Certif!~ CAMA $79,669.00 $165,000.00 !,and Value J~gri£,) $0.00 Just (Market) Value ; $246,368.00 Assessed Value $203,975.00 ' 2021 In Progress f CAMA -- l i $76,121.00 ] $1,600.00 : $175,000.00 I $0:00 i $252,721.00 1$224,372.00 Cap Diff/Portability Amt $42,393.00 / $0.00 I $28,349.00 / $0.00 Exemptions $0.00 · 1 See below · Taxable Value j $203,975.00 ) See below If there are no exemptions applicable to a taxing authority, the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value No applicable exemptions Sales History · Book/Page ! Sale Date 15986-00101 5/24/2012 15586-00434 4/5/2011 15401-00642 10/19/2010 14728-01296 6/27/2008 I 14717-01010 j 12/3/2008 03222-00517 5/20/1971 Extra Features LN I 1 i Feature C<>de , CVPR2 Land & Legal Land LN Code i Use Description Sale Price $170,000.00 $85,000.00 $100.00 $91,400.00 i $100.00 $15,000.00 SJRWMD/FIND Taxable Value No applicable exemptions Deed Instrument Ty11e Code ! WD -Warranty Deed SW -Special Warranty CT -Certificate of Title WD -warranty Deed MS -Miscellaneous MS -Miscellaneous i Feature Description i Covered Patio j Bldg. I 1 ; l 0l00 : :~s LD 3-7 UNITS PER ARS-l 1.00 Buildings Building 1 Length 14 Unqualified Unqualified Unqualified ! Unqualified Unqualified I Width 12 Land Land Iv~ Value 'School Taxable Value No applicable exemptions ., Total Units 168.00 hE=iJi:!I Vacant/Improved ; Improved Improved Improved Improved i Improved Improved I I Value I $1,600.00 LN Legal Description 1 31-1 38-2S-29E Lot i $175,000.ooJ ,2 ROYAL PALMS UNIT 2 A 3 LOT 4 BLK 27 Building 1 Site Address 433 E SAILFISH DR Unit Atlantic Beach FL 32233 • Code Detail 26 26 Alum/Vinyl r,,1 3 3 Gable or Hip 3 . Building Type Year Built Building Value 0101 -SFR 1 STORY 1965 $76,121.00 Roofing Cover Interior Wall 5 • Int Flooring 12 3 Asph/Comp Shng c5l ~~ 5 Drywall . us~l 1· 12 Hardwood L:1 ' Int Flooring !YPJl Heating Fuel Heating Type Finished Open 32 0 10 Porch Air Cond Unfinished 108 0 43 Storage Element Unfinished 16 0 6 Storage Stories Bedrooms Unfinished 36 0 14 Storage Baths Finished Garage 252 0 126 Rooms / Units Base Area 1008 1008 1008 Total 1452 1008 1207 2020 Notice of ProP.osed ProP.erty Taxes Notice (TRIM Notice). https://paopropertysearch. coj.net/Basic/Detail.aspx?RE = 1713 770000 "'~_J 11 . 11 Cer Clay Tile 4 '4 Electric 4 ' 4 Forced-Ducted 3 3 Central Code Detail 1.000 3.000 2.000 1.000 1/2 4/15/2021 Taxing District Gen Govt Beaches Public Schools: By State Law By Local Board FL Inland Navigation Dist. Atlantic Beach Water Mgmt Dist, SJRWMD Gen Gov Voted School Board Voted Urban Service Dist3 Assessed Value $203,975.00 $246,368.00 $246,368.00 $203,975.00 $203, 975,00 $203,975.00 $203,975.00 $246,368.00 $203,975.00 Descripti_1J11 i Just Value Last Year $231,197.00 Current Year : $246,368.00 Property Appraiser -Property Details Exemptions Taxable Value Last Year $0.00 $203,975.00 $1,511.49 $0.00 $246,368.00 $902.13 $0,00 $246,368.00 $519,73 $0.00 $203,975.00 $5.93 $0.00 $203,975.00 $598.67 . $0,00 I $203,975,00 $44,76 $0.00 $203,975.00 $0.00 $0.00 $246,368.00 $0.00 $0.00 $203,975.00 $0.00 I Totals . $3,582.71 · 1 Assessed Value · · . ; Exemptions · · · · · , $185,432.00 ! $0.00 I $203,975,00 $0.00 Proposed Rolled-back $1,662.64 $1,578.60 $900.97 $926.96 $553,84 $534.03 $6.53 $6.24 $658,53 $623.92 $46,65 $46.65 $0.00 $0.00 I $0.00 $0.00 I $0.00 $0.00 I I $3,829.16 $3,716.40 i . j !c1x!Jble Value ·7 l $185,432.00 I l $203,975.00 I ---------·----------------------~----------~ 2020 TRIM ProP-e!:!Y. Record Card (PRC). This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes (TRIM Notices) in August. Property Record Card (PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2020 2019 2018 2017 2016 2015 2014 • To obtain a historic Property Record Card (PRC) from the Property Appraiser's Office, submit your request here: More Information ontact Us I Parcel Tax Record I GIS Map I Ma~PJOper\YynGoogle Maps I CLtv Fees Record https://paopropertysearch.coj .net/Basic/Detail .aspx?RE= 1713770000 212 3: r.: I 2. ·t ,C .J. I , , , \ \ \ ' ' - f l : ~ , , , p a s t p r o . . : : - ~ ~ . . . - · · · · · · · · · • • , ~ , , , , , ? , , . - ~ ' ° ~ $ } . . · 0 ) • • ~ I t ) - ~ • t m r ; . i : , _ = u : : l ~ t f f i ~ - f l : i i ~ : ~ = z . - - ~ 5200 W. CENT U R Y B L V D . : : C l ) ' . ~ 0 g ~ : 2 : = . " ' ~ / 5 . . z ~ " l f ; } : : : f ' . o . ; / r , j ~ ~ . g 0 ) LOS ANGELES, C A 9 0 0 4 5 ~ . . . . . ~ ~ 0 O . . . . . . . . . . , . . · · - ~ . . . . . . . ~ , , ~ > z , , , , , i t ; - , , , , , ! Q 6 ~ 1 1 1 1 1 1 1 1 \ \ . . a I " ) . . . . . ; ? ; C J ( ' i i · : . ! ? Smooth I Wood Gr a i n I W h i t e W o o d G r a i n a e " ( . ' ) X ~ g 3 7 . S ' M A X . ~ 0 E m z O " ' 1 - ~ . . . O V E R A L L W I D T H - - - 1 C \ I D . . c o i 3 m ~ w Rustic I M a h o g a n y l t f l ~ , ; ~ . 0 D . . ~ ~ . c : m - · " ' m n . n . 1 . L . Series N Fi b e r g l a s s D o o r r T ~ I ~ o ~ : J E o 2 < ( i I - g w INSWING I O U T S W I N G g ~ . : "NO N - I M P A c r · I u , 1 ; / z i c ' ~ ~ c . , i , I " ' L u c . , o g Q . J z I . o ? z ~ ~ ~ a Z l u ~ o z ~ . ~ ~ ~ ; : : L u : : , , t < . : > 0 e : s a 3 ~ ~ ~ ~ u , ( . ' . ) " ' c . , : 3 ° ' w L u u , c . , L u " ' i l l Q _ ( l ) ( / 1 . J L u : i : : i l l c : : " " ' " ' w : i : : X I l l ' . u : : , ~ - C J ) ~ @ ) 0 ~ 1 2 ":-.iERAL NOTES < ( I - " ' ~ l l ' . Q _ . J " a . moduct has been evaluated and is in c o m p l i a n c e w i t h t h e 7 t h E d i t i o n ( 2 0 2 0 ) F l o r i d a < i ~ .1::ding Code (FBC} structural requirement s e x c l u d i n g t h e " H i g h V e l o c i t y H u r r i c a n e Z o n e " f f i ~ ~ " > - > ~ Q ) 0 > VHZJ. ~ 0 x I u u ( . ) < ( -c,duct anchors shall be as listed and spa c e d a s s h o w n o n d e t a i l s . A n c h o r e m b e d m e n t t o : : ; : : ; E t ! : P 2 ~ ; , ; / c:c material shall be beyond wall dressin g o r s t u c c o . N ½ o ' R ~ a : , 0 1 N - - L l 0 0 0 ~ ~ ~ C J ) i•en used in areas requiring wind borne d e b r i s p r o t e c t i o n t h i s p r o d u c t i s r e q u i r e d t o b e I z f ; } 8 E Q :r;+c,cted with an impact resistant coverin g t h a t c o m p l i e s w i t h F B C S e c t i o n s 1 6 0 9 . 1 . 2 & C J ) 2'.Y .2.1.2. ~ i E ~ ~ , . . . " ' " ' C l ' . 1 2 e ~ ::-, ~x stud framing construction, anchorin g o f t h e s e u n i t s s h a l l b e t h e s a m e a s t h a t s h o w n f o r } ! ! } ! ! } ! ! x ;,uck masonry construction. ~ ~ ~ : : , : : , : : , "" conditions that deviate from the detail s o f t h i s d r a w i n g r e q u i r e f u r t h e r e n g i n e e r i n g a n a l y s i s 0 , . . . " ' " " - Z w a licensed engineer or registered archit e c t . , , , . . . m " ' I - " ' - $ c 3 TABU : O F C O N T E N T S ~ ~ 0 _ o " ' " ' SHEET II DESCRIPTION M A X . D E S I G N P R E $ S U R E ( P S F ) z I Typical elevation, design pressu r e s & g e n e r a l n o t e s F R A M E G L A S S D A T E , 0 2 / 1 6 / 1 2 2 Door panel details S W I N G D I M E N S I O N T Y P E P O S I T I V E N E G A T I V E S C A L E : N . T . S . 3 Horizontal cross sections O W G . B Y · J K -----Vertical cross secfions I N S W I N G 3 7 . 5 " X 8 2 . 0 " + 4 7 . 0 - 5 0 . 0 4 C H I < . B ' I ' : L F S - G l 5 Buck and frame anchoring • 2X b u c k m a s o n r y c o n s t r u c t i o n D R A W I N G N O . : 6 Frame anchoring -1 X buck mas o n r y c o n s t r u c t i o n O U T S W I N G 3 7 . S " x B 0 . 5 " + 5 0 . 0 - 5 0 . 0 F L - 1 5 2 1 3 . 1 4 7 Bill of Materials, glazing detail & c o m p o n e n t s S H E C T 1 O F 7 I 0 0 0 ---'v ! l ··-l ····-43 l r36~~-1 1 PANEL WIDTH 21. 0 " M A X . I CD · 1 D.L O . " " ™ I I Ci) X 0 I (II I J I> I /I I LL ' i \. V - r l . 5 9 " j _ j _ □ ~ T O P R A I L I 4 2 c e n u l a r P V C 7 l . W r - n ~ J f H I N G E & L A T C H S T I L E 4 3 C e l l u l a r P V C I N T E R I O R E X T E R I O R G ) H O R I Z O N T A L C R O S S S E C T I O N 2 1 1 . ~ · r - , , , , . r ~ 1 I J § 1 L A T C H & H I N G E S T I L E 4 7 W o o d r e i n f o r c e m e n t @ R E I N F O R C E M E N T W O O D 4 4 F o r l o c k r , " ; \ _ 8 Q T T O M R A I L \ ' . ' : ' . . , / C e i i u l a r P V C G L A Z I N G C O M P O U N D l / 8 " T E M P E R E D , , - G L A S S A I R S P A C E l : : = = = : : 5 j = l : - - - O P T I O N A L I - D E C O R A T I V E I N S E R T " - - - A I R S P A C E \ _ 1 / B ' " T E M P E R E D G L A S S A L U M . G L A Z I N G S P A C E R # B x 1 - 1 / Z ' P F H U P U T E O D L / W E S T E R N R E F L E C T I O N S H P @ G L A Z I N G D E T A I L E X T E R I O R G l 4 1 C D V E R T I C A L C R O S S S E C T I O N c i : ; : m e z ; , . z 0 0 1 - J . . . . 1 . . . . 1 . . . . ; ' : - : - ; ; : : : - , ~ i . : : : : : : : : . . . : , : = - . . c - - ; ; - ; : - 7 § t ' . s = r = = . . . · - ' - - - ' - : : : - , ~ t , : O W < l . . . : _ _ B Y _ , - - : - - ; : ; : : - - 7 , : C H I < . B Y , L F S " D R A W I N G N O , : F L - 1 5 2 1 3 . 1 4 a N S H E I T . . . l _ O F . . 2 _ 1 9 -- - - - - ~ 0 0 0 0 a. a. <{ D 0 cc 1-l/4"MIN. EMB. (TYP.) --~1 4 . Outswing show n - i n s w i n g olso approved I N T E R I O R E X T E R I O R X 3 H O R I Z O N T A L C R O S S S E C T I O N 3 S h o w n w / l X s u t > - b u c k I N T E R I O R E X T E R I O R 2 3 H O R I Z O N T A L C R O S S S O u t s w i n g s h o w n - i n s w i n g a l s o a p p r o v e d 1 - l / 4 " M I N . i - - E M S . ( T Y P . ) O A T £ , 0 2 / 7 6 / 1 2 S C A L E : N . T . S . O W G . " " ' J K C H K . a v , L F S D R A W I N G N O , : F L - 1 5 2 1 3 . 1 4 S H E E T _ , 1 _ o r . J _ R\Clie·,ts\Plastoro, 1:-i.c PrnMANENT\A -Flcmda Pro:::!JCt Aµprovals\FL· 15213 f'.rberglass Door" lnswmg-Outswing\C Dravw1gs\Fl 1 S213 (2020)\Fl-152>~ 12" 18 dwJ, 4 1 4 t 1! .i,,,-I! AIW) " Q.O ~ 2~ . as. -=--0!_ i•~ ' U::, sl<C (C )>. . " ~~ ,-~ '-'-'"' ''' '-'-'-"--'11 /111 \ I I \ -" n ,-. ~~ n gn s ~s . ' ,:~ g, t: , . 0.,, ::, n, ::, n, . (Cg g ' ,~ 0 0 ., I~ :.:: ~ 8 1~ :.:: AIA ',~ i-~ cg~ g ,- ~ Q ao 5' t: ::, .,, i ;:':! I t,, " ~ ~ I'" i ~ ~ r-c.. ul ;,; . . , ' . . , I e AN I! ~~ ~~ t~ 8 x.- m -n ;;o C :,a 6 g~ ;;o R.,, ,...,, ~ :::! 0 I! :.:: I! m ~ 'i! ~ '" ·o PRODUCT: 0~ \ I " 1-1/4"MIN. EMB. (TYP.) I '• "' ''''' '' '"'' '<'11 /III I II I• " I I LY Ill II I I,. " . 1-1/4"MIN. EMS. {rt'P.) _ _,__ __ _, Document• Prepare L)lndon F, Schmidt ,,,111111,,,, ,,, SCH41. 111, ,,, ~--········ ~>-'', ~'~---~·-... ~ f {.-No. 43409 \ '· =*i -1:::: r:i7 7 10 • 1 "" ~ -2 1("·"'" -PlASTPRO INC. P.E. No. 43409 -,,,-,UNA\..,..,. '"''" UPDATE TO 7TH £0. (2020) FBC Lis FIBERGlASS DOOR 11 11111111\\\\ , : =, : ~ UPDATE TO 6TH ED. (2017) FBC LFS PART OR ASSEMBLY: ;J?;w· BUILDING CONSULTANTS, INC. y, /44/1::> DATE •• .. UPDATE TO 5TH £0. (2014) FBC JK VERTICAL CROSS SECTIONS P.O. Bo• 230, Vair/co, FL 33595 BY Phono No.: 81 3.659.9197 RJ:VISJQNS FBPE Registry No. 9813 (C 201 2 R,W. BUILDING CONSULTANTS INC. MASONRY OPENING 2X BUCK BUCK ANCHORING CONCRETE ANCHOR NOTES: 1 6 ' · u - , f ; , , . f r , " ! , : ; ; : _ _ l " ' x i ! : ' < ( Z : : ; w a U ~ 5 7 i ' r i " ' S T R I K E J A M B I. Concrete anchor locaHons at the comers ma y b e a d j u s t e d t o m a i n t a i n t h e m i n . edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. O N C E N T E R " m u s t b e a d j u s t e d t o moin/ain the min. edge distance to mortar joi n t s , o d d i H o n o l c o n c r e t e a n c h o r s may be required to ensure the "MAX. ON CEN T E R " d i m e n s i o n o r e n o t e x c e e d e d . 3. Concrete anchor table: ANCHOR ANCHOR MIN. MI N . C L E A R A N C E M I N . C L E A R A N C E TYPE SIZE EMBEDMEJ\/1' T O M A S O N R Y T O A D J A C E N T E D G E A N C H O R ITW 1/4" 1-1/4" 2 " 4 " TAPCON® :~T~1~gNf 1/4" 1-1/4" 1 " 4 " WOOD SCREW INSTALlATION NOTES: 1. Maintain a minimum SIB" edge distance, 1" e n d d i s t a n c e , & 1 " o . c . s p a c i n g o f wood screws to prevent the splitting of wood. M A S O N R Y O P E N I N G F R A M E - 2 X B U C K ~ T Y P . H E A D & J A M B S F R A M E A N C H O R I N G M a s o n r y 2 X b u c k c o n s t r u c t i o n 7 _ _ l 7 l [ I : . J H I N G E J A M B L A T C H & D E A D B O L T D E T A I L H I N G E D E T A I L ~ i ~ " . c w ~ . : > < N z c . , g : ; ; _ o 0 : : a : : : : : , 0 g ~ ~ : ; ; _ a o c n z Z - ~ ~ ~ < C O W O ~ : 5 C D : : : . > - V ) ~ ~ ~ a : : 5 0 : : L , J 1 . , _ ; § " - ' V ) C l . . c o " ' a ~ i i G : < z : : , ; 0 : < C 0 " " . . . ~ ~ 0 : < c o c o < L 1 2 1 2 " ' > - . J . J . . , r o ~ ~ ~ 0 . . . . . . , " ' - - 0 0 0 ~ ~ ~ ( / ) ~ B f a z 0 u i i E i E i E ~ " < O " ' e r e e e ~ ~ I : ! c ' i 1 § c ! i 0 . . 0 . . 0 . . : : , : , : : , t i z m . . z ; a . z □ I - O A - ' J E ' - - : . J . . Q . . J 2 _ / . J . 1 - 6 l . . / . . 1 1 ; ; ; ; 2 ~ ~ S C A L E : N . T . S . § t - - - - - - - - 1 5 1 - o w o _ . _ . , . _ , _ . . , J - : K c c - - - 1 " C H K . B Y : L F S ~ O R A ' f f l N G N O . : O ' . F L - 1 5 2 1 3 . 1 4 N I - S - H f f i - . - 5 - - o , - 7 - - - 1 ~ Cl;;:'--------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - = " ' - - = ; . _ 1 @ 0 8 0 TI 0 r l t fr, .,.; STRIKE JAMB M A S O N R Y O P E N I N G F R A M E l X B U C K T Y P . H E A D & J A M B S F I I A M E A N C H O R I N G M a s o n r y 1 X b u c k c o n s t r u c t i o n CONCRETE ANCHOR NOTES: I, Concrete anchor locations at the come" may b e a d j u s t e d t o m a i n t a i n t h e m i n . edge distance to mortar joints. 2, Concrete anchor locations noted as "MAX. ON C E N T E R " m u s t b e a d j u s t e d t o maintain the min, edge distance to mortar Joints, a d d l H o n a l c o n c r e t e a n c h o o may be required to ensure the "MAX. ON CENTER " d i m e n s i o n a r e n o t e x c e e d e d . 3, Concrete anchor fable: ANCHOR ANCHOR MTN. MIN. C L E A R A N C E M I N ; C L E A R A N C E TYPE SIZE EMBEDMENT TO M A S O N R Y T O A D J A C E N T E D G E A N C H O R TA~~ON" 1/4" 1-1/4" 2 " 4 " U~T~~~~N: 1/4" 1-1/4" 1 " 4 " ITW TAPCON® 3/16" 1-1/4" 3 " 1 - 1 / 2 " 7 J H I N G E D E T A I L 7 _ I H I N G E J A M B L A T C H & D E A D B O L T D E T A I L " ' < . . : ) : : , 2 < I l O " ' i ' : 0 8 > < u - : : , ; ; ; a 0 e : ' 0 ~ " 2 l f ) - ~ ~ c c 5 ( / ) 0 : : , § : ! u : S " ' . . , o , . _ L u " ' " ' " ' a _ < I l " ' « 2 i i C : < w o a : : : ; , l f ) 0 i f I > - ' ; J : Q _ ~ ~ " > - . . , e n C J ( . ) ( . ) f f : E ~ o R v N - - 0 0 0 ~ - ~ t : i . . ( / ) z e ~ s 0 v i p i e : G S < o " ' " ' e 8 e ~ ~ ~ ~ ~ ~ l l , l l , l l , : : , : : , : : , 0 " " ' " ' - - w , . _ o , ~ ~ " ' - r - . ~ ; ; o " > N - ~ " ' ' ' " 0 2 / 1 6 / 1 2 S C A L E : c i ~ ~ z ; ~ z 0 u 0 z § 1 - - - - - - - ' . : . C C " - - - l 5 D W G , B Y , J K m 1 - - C - H k - , - B Y - , - , _ _ L _ F _ S _ - l ~ N . T . S . D R A W I N G N O . : C l WOOD SCREW INSTALLATION NOTES: " J J:iaintain a minimum 5/B"edge distance, 1" end d i s t a n c e , & 1 " o . c . s p a c i n g o f F L - 1 5 2 1 3 , 1 4 0 wood screws to prevent the splitting of wood. 1 - - s ; - , m - - 6 - 0 - , - 7 - - l " '------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - = = - - - = = . . . . 1 G BIL L O F M A T E R I A L S ITEM DESCRIPTION A l X BUCK SG >= 0.55 B 2X BUCK SG >= 0.55 ------C 1/4" MAX. SHIM SPACE " D 1/4" X 2-3/4" PFH DeWALT OR lTW CONC R E T E S C R E W ·--°' E MASONRY -3,000 PSI MIN. CONCRETE C O N F O R M I N G T O A C I ~ 301 OR HOLLOW BLOCK CONFORMING T O A S T M C 9 0 00 G 3/16" X 3-1/4" PFH lTW CONCRETE SCRE W 0 H l/4"x 3-1/4" PFH lTW CONCRETE SCREW N J 1/4" X 3-3/4" PFH lTW CONCRETE SCRE W K #10X2"PFH WOOD SCREW ~ L #8 X 2-1/2" PFH WOOD SCREW 11.1S' MI N . E M B E D M E N T ) M #8 X 2'' PFH WOOD SCREW ~ 7 FORCE 5 WEATHER STRIPPING BY ENDU R A -if COMPRESSION WEATHER STRIP QLON 6 5 0 B Y S C H L E G E L j -9 4" X 4" BUTT HINGE 1 --· #9 X 1" PFH WOOD SCREW 10 0 7i #9 X 3/4" PFH WOOD SCREW ~ 17 KWIKSET KEYED ENTRY -SIGNATURE SERI E S ! 18 KWIKSET DEADBOLT -SIGNATURE SERIES / 7 8 0 ) 9 20 FINGER JOINTED PINE FRAME. HEAD & H I N G E J A M B S m -· POL YFIBER JAMB 0 21 ! -·21 LATCH STRIKE PLATE 0 28 DEADBOLT STRIKE PLATE 0 0 30 INSWING VINYL DOOR BOTTOM SWEEP B Y E N D U R A -"3f OUTSWING BUMP THRESHOLD m .D 32 VINYL DOOR BOTTOM SWEEP #3628 BY H O L M I N D . 33 INSWING ADJUSTABLE THRESHOLD BY E N D U R A N -·· 34 INSWING ADJUSTABLE ALUMINUM THR E S H O L D B Y D L P 40 DOOR PANEL -SEE DOOR PANEL DETAI L S H E E T F O R C O N S T R U C T I O N D E T A I L S -41 DOOR SKIN /MIN. 0.075" THICK) > ~ ---· 42 TOP RAIL " _jL LATCH & HINGE STILE 0 44 REINFORCEMENT WOOD FOR LOCKS / 2 0 " L O N G ) -0 0 ~ 45 BOTTOM RAIL TI -----POLYURETHANE FOAM BY NAN YA 0 46 C: 47 CONTINUOUS LATCH & HINGE STILE REI N F O R C E M E N T " 49 GLAZING COMPOUND r:c z 55 LIP UTE ODL/WESTERN REFLECTIONS H P ~ ~ _!i6 ALUM. GWING SPACER 57 #8 x 1-1 /2'' PFH LITE FRAME SCREW -0 C i 9 " M A T E R I A L W O O D W O O D - S T E E L C O N C R E T E S T E E L S T E E L S T E E L S T E E L S T E E L S T E E L F O A M F O A M S T E E L S T E E L S T E E L S T E E L S T E E L W O O D C O M P . / V I N Y L S T E E L S T E E L V I N Y L A L U M . / W O O D P V C A L U M . / W O O D A L U M . / W O O D - R B E R G L A S S C E L L U L A R / P V C C E L L U L A R / P V C W O O D C E L L U L A R / P V C P O L Y U R E T H A N E W O O D S I L I C O N E P O L Y P R O P Y L E N E A L U M . S T E E L j I 4 . 5 6 " I ~ ~ ~ i j ~ 2 . 4 4 " I 2 . 1 3 " J 2 0 7 ; ~ ~ I . S I D E ~ , - - - - - , - - , - - - , 1 0 A D J U S T A B L E I N S W I N G T H R E S H O L D r - = 4 . 5 6 " I ~ [ ! S ~ ' l 0 A D J U S T A B L E I H S W I N G T H R E S H O L D 7 l [ ~ = ~ 1 ' ~ I ( ! V O I / I S W I H G B U M P T l / R E S H O W c . , z N ~ < > : : 5 z · O c . , W C l 0 2 ~ c : , v f r r - ~ ~ ; . ; s ~ ~ : s a : l ' ! : , o . . . . . " ' c . , : : : , § - k l : 5 < > : w Q ~ ~ . J I t i : . , i s ~ ( Y . 0 . J C : , - = = h e a : , . , 0 . . ~ l g " > - . . . , m U U U ~ E e E e C l ~ ~ N - - 0 0 0 ~ ~ ~ ( / ) z E i E i E i 0 i i i ~ ~ ~ c 5 O : ' . ~ f ? f 2 i t ! ~ ~ ~ H : : , : : , : : , 0 " . , , " ' & ~ ~ , . : : : . a , R S : . s r 3 . . . . ~ " " ' " ' - ~ O A T S , 0 2 / 1 6 / 1 2 S C A l . £ : N . T . S . O W G . B Y : J K C H K . B Y ' : l F S D R A W I N G N O . : F l - 1 5 2 1 J . 1 4 S H E E T 7 O F 7