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1785 Beach Ave RES21-0038 2 DoorsOWNER:ADDRESS:CITY:STATE:ZIP: DANA and SHELLEY LEONARD 1785 BEACH AVE ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: Meta Construction 5616 Baxter Lake Drive Jacksonville Fl 32258 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169677 0000 NORTH ATLANTIC BCH UNIT 1 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1785 BEACH AVE RESIDENTIAL WINDOWS/DOORS 2 DOORS $800.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. 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: 2/10/2021 PERMIT NUMBER RES21-0038 ISSUED: 2/10/2021 EXPIRES: 8/9/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 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 $3.71 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.48 WORK WITHOUT PERMIT 455-0000-322-1000 0 $165.00 TOTAL: $253.69 2 of 2Issued Date: 2/10/2021 PERMIT NUMBER RES21-0038 ISSUED: 2/10/2021 EXPIRES: 8/9/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $253.69 RES21-0038 Address: 1785 BEACH AVE APN: 169677 0000 $253.69 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 $6.19 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.71 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.48 WORK WITHOUT PERMIT $165.00 WORK WITHOUT PERMIT 455-0000-322-1000 0 $165.00 TOTAL FEES PAID BY RECEIPT: R14854 $253.69 Printed: Wednesday, February 10, 2021 2:51 PM Date Paid: Wednesday, February 10, 2021 Paid By: Meta Construction Pay Method: CREDIT CARD 422244797 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14854 ~+; CENTRALSQUARE RES21-0038 Updated 10/9/18 /~f Building Permit Application /: ~ 1 ,) City of Atlantic Beach Building Department \ _ '-'-2,;:!J 800 Seminole Road, Atlantic Beach, FL 32233 ~ ~JUU.- Phone: (904) 247-5826 Email: Building-Dept@coab.us rf .. ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: f 1-~S fuc,h f+,Je. Permit Number: Legal Description IS-lo ctJ -J.5-).(I f • }.SN ~COOUh lM,t~UctR-lj-,,---/-6-q---=-6-_"1-1---cxx::>D--~ Valuation of Wori< (Replacement Cost)$ i()O • uO Heated/Cooled SF ____ Non-Heated/Cooled. ____ _ • Class of Work: □New □Addition □Alteration □Repair □Move □Demo □Pool ~ow/Door • Use of existing/proposed structure(s): □Commercial CiM('esidential • If an existing structure, is a fire sprinkler system Installed?: □Yes ~ • Describe in detaU the type of work to be performed: /Zephc.e J_ f v'vtf:iL..\-At\O +e.wtpe1-e,d Ot\(.S I keep:n::) Sa~ Office Phone State Certification/Registration # Architect Name & Phone# _______________________________ _ Engineer's Name & Phone # __________________ ---,,,_/ _____ -::--:,---c-,::--,..---=-- Workers Compensation Insurer ______________ OR Exempt;? Expiration Date O Lf-oq -J.c,-z. J 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 regulating construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WEUS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDmONERS, 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 OB AIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE c),RECO ING YOUR N E O CO MEN EMENT. ~= (Signature of Owner or Agen ) (Signature of Contractor) ,,,,,111,,,, -9)(1 Signed and sworn to (or affirmed) b~~ tm'i.:£C~ day of Signed and sworn to (or affirmed) before me this 2L.L day of :Jq~ . ?<fl 1 , by .;.~' • • • •• ' ayd J@~ , aoa1 , b r r , --;,, -.., ( o ary ~f~-~---v JORDAN BRITTON liA ,l MY COMMISSION "MM J~U) r 1 ,rsonally Known OR ... "i:J...Jtl EXPIRES: Se,l*m~er 1. 2024 [\f1'roduced Identification Type of Identification: ~L.. 0------------------- ~ \ No, GG 943990 _: : ~ (j') •••• ••• """' .:--:. ~ •• .<>UB\.\v •• • ~ ~ [ ) Personally Known OR ,, 7)'·~•••·· .. •·•·0 ~ ,, ['-f11roduced Identification ,, •.: OF f \.: ,,,,' Type of Identification: --+S__._.L-----=«-_.....~'"'"y_, 1 ... t 1..,_1...,11'-'--1 '-' '---- R E S 2 1 - 0 0 3 8 !': j :;; ;, 1r♦r p I as t p r o 5200 W. CENT U R Y B L V D . LOS ANGELE S , C A 9 0 0 4 5 Smooth I Wood Gr a i n I W h i t e W o o d G r a i n Rustic I M a h o g a n y Serles Fi b e r g l a s s D o o r INSWIN G I O U T S W I N G "I M P A C T GENERAL NOTES 1. This prod\Jct has been 8\loluated and i s i n c o m p f a n c e . w i t h t h e 5 1 h E d i t i o o (2014) Aorida Suikfng Code {FBC) rlrv c t u r a l r e q u l r e m e m s e x c l u d i n g t h e " H " i g h Veloctty Hurricane Zone' (HVHZ). 2 Product anchors shall be as listed and s p a c e d a s s h o w n o n d t l t o i s . A n c h o r embedment to base material snou be b e y o n d w a R c ' r e S ! i \ ' J g o r s t u c c o . 3. When used in areas requring wind bor n e 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 compries with Section 1 (IJ', .1.2 of the F S C a n d d o e s n o t r e q u i r e 0 1 1 i m p e d resistant covering. This product meets m i s s l e l e Y e l " D " a n d I n c l u d e s W i n d Z o n e 4 as deflned in ASTM El 996 and SecilOl'I 1 6 0 9 . l . 2 . 2 a f t h e O C . 4. For 2x srud fmming consllVction. an~ o r i n g o f t h e r e u n i t s s h a l l b e t h e s o m e a s that shown for 2x buck masor,iy consfr u c i l o n . S. Site coodilions that deviate from the de f a T i s c f t h i s d r a w i n g r e q u i ' e f v r l h e r engineering ana~ by a licenred eni;i n e e r o r r e g i s t e r e d a r c h i t e c t . TABLE O F C O N J E H I S SllEFT I DESCIIJPIIOH 1 1'/p.fcal elevoffon. de!ign pre....nis , & g e n e r o t n o t e s 2 Door panel def<$ 3 Hori?ontof cross secfiolls ,4 Vertical croo sectlons 5 Buck ood frame anc:homo. -2X bu c k m a s o r v v e o o > t r u c i i o n 6 Frame anc!lortng • lX bvcli: maror, : y c o n s t r u c t l c m 7 1111 of mole!ioh 5. cam:xinents ( / . _ _ _ _ _ : r 1 9 1 ' M A X . 0 . A 7 I F R A M E W I D ! H ~ I i i a 1 ' . ~ e ~ I : ' ~ < ' I 0 . . : , . . . - w ~ ! i ~ o ~ : ~ " " I t , 0 2 / 1 6 / 1 2 . = N . T . S . ° " " · a v , J K " " < a t \ ' E R ! \ U O E S / G f l c f ! R E S S U ~ E : ( P S F } - - s W 1 N ' c i ' " ' F R A M E = - . . . . ' . . . I _ . ; . . - : : : ; , . o l M _ m ~ o f ' P O S T T f ' I . ! • N ~ ~ 1 1 V E ~ I N S W I N G 3 7 . 5 0 ~ X 8 2 . 0 0 " + 6 5 . 0 - 7 0 . 0 _ . . , , l . F S C l ' W i 1 1 f C U O . : . O U T S W I N . G 3 7 . 5 0 " X 8 0 . 3 T + 6 5 . 0 - 6 5 . 0 F l - 1 S 2 1 . 3 . 1 S H E D _ L . C F . . L _ ei~------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . e . : : ' . . . : : : : : ! : : : ~ . f : : . 2 r I ~ " ~ ~ 2 ; , • • a 0 • • ~ ; . . ! : " ' ~ C ~ ~ 29 2A 3SJSMAX. " r•~rnl ~ ~ ~ I lg[gl ., ~ !i: ~ t'.l [O] □ . i w :r: .,, al ·~ z e :: 0 QO ~ 8 X 0 ~ C ~ □ D ,; ... ;;., [ <'I R: :t L !j j I ~ ~ ~ ~ ~ 1 e i "' I ~ - E X T E R I O R G ) H O R f Z O N T A l C R O S S S E C T I O N 1 - 2 . s c r 1 - , ~ ~ " l . L 1 l . 5 8 " I _ J _ 0 ~ R C E M E H T W Q O D . F o r l o c l : 1 ! . ! i - 1 1 I I ~ - - - - - i r . « r , □ - . ' ! U l I ~ ~ : : ! _ L _ j _ ~ ~ . 1 8 5 " ® 1 1 / N G E & I A T C H S I I I . E C e l u l c r P V C 2 4 E X T E R I O R Q ) V E R T I C A L C R O S S S E C T I O N t , f l ' c s o c " ' ' L F S ; i ; l = = : : - ~ - - - t r i ~ N O . ! ~ F L - 1 5 2 1 3 . l C t - - - - - - - 1 • S i a r . . . 2 _ o s . L . _ 0 fil ! i l Jl" i l t ? = z .,: ~ l!: 1 ~ t l 1-1/4" MIN. ----1 EMB.(TYP./ CD HORIZOWAL C R O S S S E C J I O H 3 OutswilgshOWll • in s w i n g ollOopproved I N T E R I O R I N T E R I O R E X T E R I O R ( D H O R l l O t l T A L C R O S S S E C T I O N 3 0 \ / 1 $ w i n g s h o W T 1 - i l s w i n g o ! s o a p p r o v e d ~ . . e n ~ , : : a : s l · O ~ 2 V , 0 . . ~ l E f f i 0 " ' ~ ~ i i 0 ~ ~ ; ! i ~ ~ ~ Q a - ' . . . 0 : z 8 i i i ~ ~ a : I = I ! ! c l 0 . : : , s e » U : N . T . S . 9 3 ° " ~ - S I " ; J K ~ O i l < . , . , . , l F S J i ' . , . , . , . . , , . , _ , I ( l l . - 1 5 2 1 3 . 1 ~ Q i - - • • - w - - J - o , - 7 - ; ~ ~L--------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . l = - = = - = : . . : : : = .5 I?: 9-.; ~ Q) VERTICAL C R O S S S E C T l O N 4 OUnwfng 5h o W n • i n s v , i n g ohooppmv e d EXTERIOR I N T E R I O R , . . CD VERTICAL C R O S S S E C T I O N 4 ow..ingconli g l # o f i o n 1 > - . . C D V E R T I C A L C R O S S S E C T I O N 4 S h o w n w ( l X s u b - b u c ~ ( 1 ) V E R T I C A L C R O S S S E c n O N 4 l r l s w i ! 1 g C 0 1 1 f i g u l c l l ( ) n i ) I : ! ~ ° ' " ' I ! ' . > " ' < , . c - ~ ' " " " 0 2 1 6 / 1 2 ' 5 C N . e 1 ' / . T _ S . D I I O . . . , , J I ( 0 < 1 < . 0 Y c l . f S O P ~ N O . : F l - 1 5 2 1 3 . 1 i ~---------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ § ~ ~ ~ ~ ] 1 > t m . . . 1 . . o r _ ] _ - t i . / : I . , : : , . . . 0 " ~ 0 . , s I l l ~ r i ~ C " 0 2X SUCK MASONRY\ OPENING \ \ TYP. HEAD & JA M B S - - . .. 4: ..... ~-.. 4=~··~ ~: ~ -~ !, BUCK ANCHOIIIN G H I N G E J A M & ~ CONCRErE ANCHOR NO1ES: F R A M E M A S O N R Y O P E N I N G ' ~ ' ' , d . > " _ , : ~ I . , . . , . . . , _ ~ · . • - R A M E A N C H C > M I G M C J S Q f V ' f 2 l C b u c k c o r n t r u c i i o o 7 . J S T R / U J A M 8 ~ 1. Concrete anchor .rocanon,-Qt the come~ m a y b e a d f u s t e d t o m a i n t a i n t h e m i n . J "<ige distance to mortar jolnts. ~ -2. Concrete anchor /ocalion, noted as "MA X . O N C E N T E R ' ' m u s t b e a d j u s t e d t o 2 j i moffrioin the min. edge distance to mort a r j o i h b , a c i d i l i o r i o / c o n c r e t e o n c l l 0 / 3 ~ ~ ll moy be required to ensure ltle "MAX. ON C E N 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 . . , • ll._ 3. Coocrete oncnor table: - w t ~ < i ! j . o ~ ~ - ~ g ~ ~ - ~ - ~ ~ ~ , - 6 ~ , 2 ~ ! I s c o t e N . T . $ ~ I ~ ~ M Q 2 J f ! N G E J A M I f f l l n P I A Y E D E T A I L C l O L B Y , L f S j I wooo SCREW INSTAU.ATION NOJ!:S: - f l O . : t i . § 1. Maintah o minmum5/8"adge distartce, l " e n d c f P S t o n c e , & J " o . c . , p a c i n s o f F L - 1 5 2 ! 3 . I ~ ~ wood screws to prevent fl!e spllltl'ng of W o o d , . - - - - - - - - , o S'--------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ S ! i E E l = ~ s = = - = ~ = - = 1 = _ J ~ - - n F .... ~ ,,, °' ;::: ' F R A M E J__ HIJ! G E J A M 8 CQNCRffEANCHOfl NOl§: 1. c:onc,ete onchorJoca1i'<ln< at the comers ma y b e o d j u s t e d l e m o l n l a n t h e m . ed9e dlstanca to mortar join,.. 2. Conc:relB onellorlac:alions noted os "MAX. O N C 8 l T E I ( ' , n J J J b e a d j u s j e d l o mdnkm lh" min. ~ distance to mc,ta Joi n t s . a d d i l i o o m c o n a s l e a n c : t , c n moy be requireclto Mn.re the "MAX. ON CENI B 1 " d i m e m i o t l 0 1 e r , o t ~ d . 3. conaem ancntlf loble· . . . . . • • · ~ . - . . . ~ . . . . : ~ . . I A M B S . - ' . . . R A M f A N C l f Q & ' N G M O l O I Y Y 1 ) ( b u c k c o n s t r u c t i o n :,1 ANCHOR,' MIM· Ml ~ , C ( ~ J U V l C E M I N : , l ! I . E A l ! J , \ ~ ~ f ANCHOR T Q M A ~ O N R Y T O . A D J A C E N T .¥ l TYPE •. nw TAPCON• ELCO UURACON8 nw tAPCOll"' SIZE 1/4· 1/4" 3/16" EM~OMENr E D G E A N C H O R i-1/C" Z ' 4 " 1-1/4" 1 " 4 " 1-1/C" Y ' 1 - 1 / 2 " ii; WOOD SCREW INST/llV.T!ON NOl'ES: o:: 1.M0inlat1omiiimumS/8"edgedislonc:e. ren d d i s 1 a n c e , & 1 • 0 . c . 5 P ( 1 C i n g o l t ( 7 t ~ " ' ~ J J " l " ' 7 1 f l l - ~ : ! a " " " ' 0 2 w . , , N . T . S . 0 W Q , 8 Y : J K S T l l ( f I I A ! f W A I i . ( : l ; k . B ' ( ! l F S _ , . . . , , f 1 . - 1 5 2 1 J . 1 1'i wood """""' to P19v""1 Jhe ,pfi!ffng of wood. !'---------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ~ : . a : ~ ~ b ~ s , o , ; : , - _ L o r . L . "' 0 . 3 ; ~ ~ ~ • z D " ~ ~ ~ s . . j r i ~ C . . 0 , , , \ ' - t i : ~ , , , ~ , 8/ L L O F M A T £ R J A L S $ ' ~ • • . , . • · · - · · · · · · · . . . . . . " • \ - . , T1EM ECR.11'110N M A 1 H / A l ~ ~ - · · \ 1 ~ MASONRY -3,000 PSI MIN. CONCRETE C O N F O R M I N G T O A O § t i { i . ~ i - . . . . ! ~ c i . , 1 C O N C R E T E : ! i i : ? ; i t " 301 OR HOLLOW BLOCK CONFORMIN G T O A S T M C 9 0 ~ c t > : , . ~ ! : • - • 0 2 IX BUCK SG >= 0.55 W O O D r t ; $ ] : : ' t O ; ; ; ~ \ ) , , > ' \ . . . . : ~ ! : E § : ? 3 2X SUCK SG >= 0.55 w o o o ; , ) · . . . " : . J O C O " 1 /.4" MAX. SHIM SPACE . . . . . . . , , , - - - ~ , , , , ' i , l " : . ~ ° ' . -5 1/4"X Wit PFH ELCO 01< 11W CONC R E r E S C R E W S T E E L l t / 1 1 1 1 1 1 l ~ \ ~ g l i l . , ~ 6 #10 x 2,-1 IT' PFH WOOD SCREW S T E f l f ' " ' ~ ~ 0 < ; ~ ~ 3 ! i j z o a #9 x 3/4" PFH WOOD SCREW s r m . ; ; ; " ' ~ ~ ! E ~ - • ~ I 4 M ' 1 J & i i - 9 - I ; ; 9 DOOR Sl()N (MIN. 0.07S' THICK] R B E R G l . A S S - I 4 ~ · l j ~ . . a a i ~ i 10 INSWING VINYL DOOR BOTTOM SWEE P B Y E N D U l < A v r N Y L . . . : 10A VINYL DOOi!. BOTTOM SWEEP 13628 B Y H O L M I N D . V I N Y L I [ i i ~ 11 RBNFORCEMENT WOOD FOR LOO: W O O D I ~ , r ~ ~ " i J ~ 12 FfNGER J01NTID PINE JAMB W O O D g ~ . : 13 #? x 2-1 /4' PFH WOOD SCREW S T E E L · . . . · . · · • . • 2 . 1 2 " - - 1 7 14 BOTTOM RAIL C B 1 U L A R P \ / C ~ U 3 · _ j ' ~ 2 . < I S _ j 15 INSWING ADJUSTABLE THRESHOLD BY E N D U R A A l U M . / W O O D ~ ~ ~ ~ 15A INSWING ADJUSTABLE ALUMINUM TH R r n l O L D B Y 0 1 . l ' A W M . / W O O D 16 FORCE 5 WEATHER STRIPPING BY END U R A F O A M ~ @ P O L Y F I W J A M 8 r 16A COMPRESSION WEATHER STRIP QLON 6 5 0 B Y S C H L E G E L F O A M · t ! 17 KWIICSET KEYED ENTRY -SIGNATURE SE R I E S S T E E L : t s 8 18 KWIKSET DEADBOLT -SIGNATURE SERIE S 1 7 8 0 1 S T E R ~ ; ~ = l o l l 20 POL YURErHANE FOAM BY NA~ A P O L Y U R E T H A N E i i ~ 0 : a l 21 4'' x 4" BUTT HINGE S T E B . 0 23 POLY FIBER JAMB C O M P . I V I N Y L . . . ~ 24 HINGE & LATCH SlllE C E I . L U L A R P V C ~ l o 25 TOP RAIL C E l . l U L A R P V C r = • " l j ~ ~ j ' ! ! s / i i 26 DEADBOU STl<IKE PLATE S 1 f f L 27 LATCH STRIKE PLATE S l E E l ~ ~ 28 OIJlSWlNG SUMP THRESHOLD A L U M . / W O O O ~ 29 HINGE & IATCH STILE RSNFORCEMENT L V L i 30 1/.f'X3-3/4" PFH ITWCONCREfESCR.E W S T E E L ( / ) 31 #9 x 1" PFH WOOD SCREW S T E E L f e a i n 32 I/'!' x3-l/4" PFH ITW CONCRETE SCRE W S T E E L @ A O J I J S T A & I £ I H S W I N G S I U . 0 O U T S W / N G & U M P J H R E S H O U > i ! : s 33 3/16'' X 3-1/4" PFH JlW CONCRETE SCR E W S T E R " ' i ~ 40 DOOR PANEL, SEE DOOR PANEL DEr A l 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 - . . , ~ ! s . . , C " " 1 I £ ~ s ~ a ~ ; , . . z - ! i 0 Q c . r a 0 2 / 1 6 / 1 2 • ~ , ~ N . T . S . 9 3 O W G . ~ J I < . . C H i ( _ f f ; L F S ~ 0 A D J I J S T A & E I H S W I H G S U L ~ I N C N O , ; " ' F L - 1 5 2 1 . J . l " Q S l < E E T 7 c s . 2 . , . . . 0 R W Building Consultants, Inc. C onsulting and Engineering Services for the Building Industry P.O. Bol<23Q Volrico, FL 3359S Phone 81 3.659.9197 Florida Bollld of Professional Engineer.; Ccrti flcnle or Authorwition No. 9813 J>roducr Emluatirm Report Re1,m-t .'Vo.: Fl -1521.U Product Category exterior Doors Dale: April 19, 2015 Sub Category Manufacturer Product Name SwingJng I' last pro lnc. S_mooth. I Wood Grain I White Wood Grain Exterior Door 5200 W. Century Blvd. Rustic/ Mahogany Assemblles Los Angeles, CA Series Fiberglass Door Phone 440.969.9773 lnswlng/Outswing -"Impact" Product Evaluation report Issued by R W Bu ilding Consultants, Inc. & Lyndon F . Schmidt, P.E . (System ID# 1998) for Plastpro Inc., based on Ru le Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Reg ulation . RW Building Consultan ts and Lyndon F. Schmidt , P. E. do not have nor will acquire financial interest In the company manufacturing or distributing the prod uct or In any other entity Involved in the approval process of the product named herein. Limitation$: 1. This product has been evalua ted and Iii in co111pliance with t'1e 5th Edition (2014) Florida Building Code (FBC) structural requi rem ents excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embadment to base material shall be beyond wall dressing or stucco . . ) When used in areas requiring wind born e debris protection this product co mplies with Section 1609.1.2 of the FBC and does not require an Impact reslstant covering. This product meets missile level •o• and Includes Wind Zone 4 as defined In ASTM E1 996 and Section 1609.1 .2 .2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the sam~ as that showh tor 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require furthe r engineering analysis by a licensed engin ee r or registered architect. ·· · 8 . See drawing FL-15213.1 for size and design pressure limitaUons. Support.Ing Documents: 1, Test Report No. TEL 2005-02-21-001 2. D rawing No. No. FL-15213.1 3 . Calculations Anchoring 4. Q.uallty Assurance Test Standard ASTM E330-02 and ASTM E1886/E1 996-02· Prepared by RW Building Consultants, Inc. (C A #9813) Prepared by ~W Building Consultants, In c. (CA #9813) certificate of Participation issued by National Accreditation and Management In stitute. certifying that Plastpro Inc. is ma nuracturing prod ucts within a quality assurance progra m that complies with 1SO/IEC 17020 and Guide 53 . ) Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab .. lnc. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt. P .E. Signed & Sealed by Lyndon F, Schmidt, P.E. . pla s t p r o l:J i l . . h 1 I 5200 W. CEN T U R Y B L V D . - G ! ! ! . 5 . q h o t r i r ' w LOS ANGELE S , C A 9 0 0 4 5 r i 1 ! ~ - = ~ ~ ; £ j t d Smooth I Wood G r a i n J W h i t e W o o d G r a i n 1 7 4 . W M A X . O V l ' R A U . F R A M E W I O I H I , ~ · ~ - • ~ l l . : ~ l i t i Rustic / M a h o g a n y 1 ~ u ; Serles H F i b e r g l a s s D o o r T T INSWIH G I O U T S W I H G "H O N • I M P A c r 1 1 ~ ~ i I f ' GENERAL NOlES . i ! ~ 0 ~ ~ '· 1his prockJc1 hos been evoooted ond i s I n c o m p l l o n c e w i t h l h e 2 0 1 0 A o r i d o & J i d i ' l Q C c d e I x ~ ~ (FBC) sl!ucturol reQUiements exQ.ldn g t h e ' H g h V e t o d t y l b r i c a n e Z 0 ( ) 8 " ( H V H Z ) . : c i 1 1 ~ " ' X ( ! ) X 2. Product 017Choo .!hell be 0$ ~ and s p a c e d o s m o w n o n d e t a l ; . A n c h o r e m b a < t n e n l f o < I bclse rnatSlid ~ be beyond woll dr = i n g o r s l \ K : C O . f l : : : ! ( : ) < I ~ 3. When used In aeas reqm'lQ v.4nd bor n e d e b r i s p r o t e c t i o n t l ' C $ p r o d u c t I s r e q , i r e d t o b e i l l > profecleclv.ilh on lmpoctresistont co v e n , g t h a t c o m p i e s w l l h S e c i i o n 1 6 0 9 . 1 . 2 o f I n & O C . 0 > < ! ~ 4. For 2x stud fro ming COl'lsfruclion, onch o o n g o f t n e s e u n i t s s h c W b & t h e s a m e o s t h o l s h O W n ~ for 2x ~ masony corntructloo. ~ ~ 5. Site coootions lhat deviate lrom the d e f o i s o t t t i s d r ~ r e q u r e M l h e r e n g i n e e m g u onaly:.is by o lcensed engineer or regi s t e r e d ( r n i l e c t . T A M E O F C G W l f H I S Sllf£1f DfSOlrJ10H , . . . 1 ,....,,,elevotion.~....... . , . . . . , _ & ~ n o t e s f o V E R A U , W , > , G I . A U ~ , ~ I G N ~ ~ ] " ~ ; , ~ 2 Door""""' dololll , L Q O ( ) l f . f , s HalllJnlal CIOSSJIICfions . S W / N G , , H M ! £ - 0 . L O , r v , E . i l q J T T T V E H ~ ' ~ Yer11c:d 005$ ,ectioM ~ . . : o l M E H S f O H O W E H S / O t 4 _ ; , , ; - 0 2 1 6 1 1 2 s lludtand frone,-,,v,nnn . 2 X b u c t - c : o r G l r U C i a n I N S W l N G 7 , 1 . 0 0 ' X 9 2 . 0 0 " 2 , . 0 0 " 1 t 6 3 . 0 0 ' ' ♦ 4 7 . 0 • 4 7 . 0 ~ N . T . S . 6 lionc, ancnomo-lX bucl:: r n m t v v v ~ G I _ . . . , J I ( 7 Enwo oslrogal dekib O U T S w t N G 7 4 . 0 0 " x 8 0 . W . . . 5 0 . 0 - 5 0 . 0 _ , , , , L I ' S 8 81 ol malerfols. _, del a l & c o m p o o e n l $ 2 1 . 0 f f ' X ' 3 . 0 0 - r > - - F L - t ! S 2 1 J . l 7 i - , . . 1 . . a r . . . . a . _ \ 0 X .2 1 . 0 0 " M A X . D. L O . W I D T H E m R I O R G ) H O R I Z O N T A L c • o s s S E C T I O N 1 1 · 5 9 " 7 _ l r . : - 7 § ~ , 7 0 . 9 8 ' ' r - l i l l ] ] @ L A T C H J I H G E S I I I E 4 7 W o o d o , c e m e n t J 4 2 4 1 N T E R I O R O O E R I O R 4 1 1 ~ i 0 ~ t - t - - r - - r - n 7 o 1 3 r l » , = - r o ~ 0 2 ~ ! 6 : / : J l 2 ? I i _ . . , N . T . S . s r.-c-- r . ; \ I O f f l ) O . . . 9 3 2 V E / f f l C A L c • o s s S E C 1 1 0 H t : : ° " " " = - = " " - - i J ~ I < , I : ~ ~ r . ; \ - - - ~ ' , - - - ~ " " • 'e' ® " " ' ' " ' " ' " " ~ ~ - - ~ . > C . , _ = n . - m u . ' 7 o i - . . ? . s . . 4 . 0 'L _ _ _ _ _ _ ~ i ! ~ " I~ I II II TY!'. HEAD I I &JAMBS II II ASTRAGAL ll SHOWN FOR _11111 REffRENCE ONLY II II II II I CONCREJE ANCHOR NOTES: I. ~bslffvlion of equal concrete anchor s f r o m a d i f f e r e n t s u p p l i e r m a y h a v e d ' t l f e r e n t e d g e distance and center d',sfance require m e n t S ; z Conaete anchor locatior,s or the oom e , , ; m a y b e o d j < J t t e d t o m a i n t a i n / h e m i n . e d g e distance to mortar joints. tf conaete a n c h o r I O c o l i o n s n o t e d a s " M A X . O N C E N T E R " m u s t b e adjusted to maintain lhe min. edge di s t a n c e t o m o r t a r j o i n ~ a d d i t i o n a l c o o c r e t e o r l C h o l s may be required to emure lhe "MAX. O N C E N 1 E R " d i m e n s i o n s a r e n o t e x c e e d e d , 3. Concrete anchor table: I I I I I I I I I I I I I I S T R A G A L J I I S H O W N F O R . . . / ; R E f E R E N C E I I O N L Y I I I I S E E D E T A I L 1 1 " 1 " 1 1 S E E D E T A I L ' " Z ' T Y P . @ S I U f l A M E A H C I I O f l l H G M a s o r r y 2 X b u c k c o n s t r u c i i o n _ l f f < i . . , A S I I A G A l . . $ 1 1 1 / « E J A M I j l A f C H I D E A D I O I . T D E T A I i . H I N G E D E l ' A l l a , ~ 'bi&i'i51f ~'t'l~ttc;;;i • I TYPE sefl w e 9 4 0 8 ~ f ITW 1/4" 1-1/4" 2 • 1 / 2 " ; r - . r . N . T . S . i - . " " J K l nco 1/lf' 1-1/4" l " I f ' D f l ' A l l I D E T A I i . i ( ) I ( . " " L . F S ~ l n s w r , g c c n l i g u r o t l o n O l l f s l M r ( ; l c o n f i g u r o l i o n - - f llW 3/14" 1-1/4" 2 - 5 / t f ' 2 - 1 / 4 " F L - 1 5 2 1 . 3 . 1 7 t ..._ _____________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . . . _ S H m _ = - L ~ " ' - J L . . . . _ . . . . :::: "' f ~ ~ !li ~ ~ ? ! ~ f ~ !!! lie g ~ ~ I i I ~ l ~ "" d i I G) HOIIIZONTAl C I I O S S S E C T I O N 3 Qubwlng shown· i n s w i l l g asoopp1ove<1 I l j X l N O T E : I . A s n o t e d i n t h e t e s t r e p o r t o . t r o g o l w o s o n o c h e d t o t h e i n a c t i v e l e o l w i t h ( 1 0 ) # 8 x 3 " p , ; h s r r , ; o n d ( 4 ) # 1 0 x 2 - 1 / 2 p l h s m s f o r □ l l 6 ' - f ! ' l o u t s w i n g ) . A s t r o g o l w o s a l t o c h e d 1 o t h e ( n o c l i v e l e o l w i t h ( 9 ) # 8 x 3 " p > h s m s o n d 1 4 ) # 1 0 x 2 - 1 / 2 " p l t l s m s r o r d i 6 ' - S - f " " " " " ' 9 1 - E X T E R I O R Q ) H O I I I Z O H T A L C R O S S S E C T I O N 3 O U l s w i n g l h o w l ' I - i n l w w , g o l s o o p p c o v e d 4 H O R I Z O N T A L C I I O S S S E C 1 1 0 N 3 S h o w n W / 1 X w b - b u c k E X T E R I O R Q ) H O I I I Z O H T A l C R O S S S E C T I O N 3 Q u t s w w , g s h o w n · i n l ' w w i Q c i l s o O I P l ) I O Y e d . . t i I . : ; : ; : i · ; r " f l , . . I i i ~ a : e 0 % l 0 U l N . T . S . § - . . . . . , J K 5 C _ , , , , l F S ~ ~ M O . : . r i F l - 1 5 2 1 3 . 1 7 ~ D S I C I ] _ L O f i N 0 MASONRY OPENING : . J ' 6 " S E E D l ' l " A I L ' ' l ' FRAME : i ~ A m A G A L S H O W N F O R 1 1 R E F E R E N C E O N L Y lXBUO: 1 1 1 1 1 1 1 1 1 1 T Y J > . @ S I L L H/HGfJAMI F R A M E A H C J I O f l J H G M a s o n r y 1 X o o d c o n s f r v c l i o n CONCRETr ANCHOR NO'TES: 1. Subsfflvtion of equal conaele onch= from o d i f f e r e r l t s u p p ~ m o y h o v e d l f f e l 8 l l t e d g e cfistonce and center cfl$fooce requiernenls. 2. C!:onaele anchor locations at /he come,s m a y b e o d " , u s t e d t o m o l n m i n t h e m i n . e d g e distance lo mortar }oin/f. If c.onaete.~mchor l o c a t l o n s n o t e d 0 $ " M A X . O N C E N T E R " m w t b e od"JU$1ed to maintain the mf/1, edge-cftStonc e · t o m o r t a r j o i n t s . o d d ' r l f o n o l c o n c r e t e a n c h = may be requred to ensu-e I/le "MAX. ON CE N T E R " d i m e n s i o n s o r e n o t e x C e e d e d . 3. Concrete anchor lob/a: -~w~ ;+;J~t◊f EM:l_~/il M ' 5 - f l t E f ' . -IIW 1-1/4" 2 - 1 / 2 " 3 " IIW 3/1'" 1-1/4" J I I W G E D E T . t l l _ l I A T C H & D E A l l l l O l T D I T A l l A S I R A G A I . m J J C E J A M B . . , \ i Q 0 z 0 1 1 1 1 , 9 4 0 8 = N . T . S . . , , . . ; , " " J K c : i o c . l l f : L F S D E T A I i . i - - l n s w i ' l g c o n f i g u r o f l o n O J ! s w i n g c o n f i g . r o f i o n F L - 1 5 2 1 3 . 1 7 1: «'-------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . - = - = = - = = - S H E D . . § _ l l 0 ' _ - 1 l . u ~ ~ z ~ i l z 0 □ • z § ; m j a . ~ C ~ 0 C, "' l8 J 5 " 2 6 . 7 ~ - 0 SLI D E a o r r t O O . 67 l,\Al l : S t e e l B O L T ( T H R U H O L E I D E A D k B @ A S I U G A L A S S E M I / . Y n A U I M ~ u r o P r o d u c t V I M ' A - A A s . , e m b l y A l u n i n u m ~ i j o 6 5 L A T C H ( B L I N D H O L E ) 3 3 . 1 2 5 " 1 8 . 5 0 " 2 6 9 ] ' ~ ! - 0 , l . 6 3 ' I L ~ I T O P I O t T I I E T ~ ~ © M A I i , N / r M J m i n \ . m 0 t . : : : ; : : - , i / . f , / ~ ~ ~ ~ : 0 N . T . § _ . _ _ s A S ! U G A L r , ; - . . > , W M I H I J M = - - - - - ~ 8 y E n d l t l l l ' r o < l l o : 1 = - - ; . . , . J I ~ _ . . J m o w e . . . , , , ~ " . . " EXTERIOR G) VElTICAl CI O S S S E C 1 1 0 N 4 ~ - n w i ' i g ED VEfflCAI. Ct o S S S E C 1 1 0 N 4 Outs-,mg ~ . . t - E D V E f f l C A L c . o s s S E C T I O N 4 S h o w n W / I X l U b - b u c k E X l c R I O R E D V E R 1 1 C A L c . o s s S E C 1 1 0 H 4 l n s ' , w 1 Q c o r d i g u r a f f o n i ~ ~ ~ i z D ~ . . . . . . . . - ! - - J - - , = - - l ~ 1 - S C N J > - - " " - ' - N . T . . . . . S - ' - • . a . . . . t ~ O I I O . I M J K i o « . " ' L F S - - F l . - 1 5 2 1 . J . 1 7 " 1 - - - - - - 1 0 ~..._----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ S t t l l J = - = = 4 ~ ~ ; ; . a : : : 8 : . . . . . 1 0 REM OESCRll'ROH A 1 X BUCK SG >= 0.55 B 2X BUCt:: SG >= 0.55 C 1/1/' MAX. SHIM SPACE D 1/4" X 2-3/~ PFH ElCO OR 11W CONCRE T E S C R E W E MASONRY -3,192 PSI MIN. CONCRETE C O N F O R M I N G T O A a 301 OR HOLLOW BLOCK CONFORMING T O A S T M C 9 0 F 1 / 4" X 2-3/ 4" PFH rrw CONCRETE SCRE W G 3/ 16" X 3-1 / 4" PFH rrw CONCREle SCRE W H 1/4" x 3-1 /-4" PFH 11W CONCRETE SCREW f 1/<X 2-1 /4" PFH 11W CONCRETE SCRE W J 1/< X 3-3/4" PFH ITW CONCREfE SCRE W K #9X 2-1 /2' PfH WOOD SCREW L #10 X 2-1/T PFH WOOD SCREW M #9 X 2· 1/4" PFH WOOD SCREW N 3/16·x 3-1 /7' PFH nw CONCRETE SCRE W 0 3/16" X 1-1 rr PFH nw CONCRETE SCRE W 1 # TO X 2-1 /2" PFH SMS 2 #8X3"PSH SMS . 3 FLUSH BOLT STRIKE PLATE 7 Q-LON 650 WEATHER STRJP SCHLEGEL 8 COMPRESSION WEATHER STRIP QLON 6 & l B Y S C H L E G E L 9 .f' X 4" BUTT HINGE 10 1#9 X T" PFH WOOD SCREW 11 #9 X 3/4" PFH WOOD SC~ 17 KWlKSET KEYED ENTRY -SIGNA TIJRE SERI E S 18 KWIKSET DEADBOLT -SIGNATIJ RE SERIES [ 7 8 0 ) B i l l O F M A J E R / A U M A . I E l l A l r r E M W O O D 2 0 W O O D 2 1 . ' O S l E E L 2 8 C O N C R E T E 3 0 3 1 S T E E L 3 2 S T E E l 3 3 S T E E L 3 4 S T E E L - 4 0 S T E E i . 4 1 S T E B . 4 2 S T E B . - 4 3 S 1 E B . # S T E E L 4 5 S l E E L - 4 6 S T E E L 4 7 S T E E L 4 9 S T E E L S 5 F O A M 5 6 F O A M 5 7 ~ 1 = 6 1 S T E B . 6 2 S T E E L 6 5 S T E E L 6 7 S T E I E L ® ' H W > & S J D E P o l y - j a m b D E S C R / n l O H M A 1 ! l f A L F I N G E R J O I N T I D P I N E F R A M E , H E A D & H I N G E J A M B S W O O D P O L Y A B E R J A M B C O M P . / V I N Y L L A T C H S T R I K E P l A l E S T E E L D E A D B O L T S l R I K E P l A l c S T E E L W E A T H E R - S T O P 3 6 4 7 H O I M I N D U S T R I E S V I N Y i . O I J l ' S W J N G B U M P l H R E S H O L D A L U M . / W O O D V I N Y l D O O R B O T T O M S W E E P # 3 6 2 8 B Y H O I . M I N D . P V C I N S W I N G A D J U S T A B L E l l i R E S H O L D B Y E N D U R A A L U M . / W O O D I N S W I - I G A D J U S T A B L E A L U M I N U M l H R E S H O L D B Y O L P A L U M . / W O O D D O O R P A N E L - S E E D O O R P A N E L D E T A I L S H E E T F O R C O N S T R I J C l l O N D E r A I L S - D O O R S K I N ( M I N . 0 . 0 7 5 ' 1 H l l . k 1 F I B E R G L A S S T O P R A I L C E W J l A R P V C L A T C H & H I N G E S T I L E C f i l U L A R P V C L O C K R B N F O R C E M B i T W O O D B O T T O M R A I L C E L L U L A R P V C P O L Y U R E l H A N E F O A M B Y N A N Y A P O L Y U R E I H A N E C O N l l N L I O U S L A T C H & H I N G E S T l t E R E I N F O R C E M E N T W O O D G L A Z I N G C O M P O U N D D O W 9 9 5 S I U C O N E U P U T E O D L / W E S l E R N R E F L E C T I O N S H P l ' O l Y P R O P Y L E N E G I . A Z I N G S P A C E R A L U M . # 8 x 1 • 1 / Z ' P F H U T E F R A M E S C R E W S T E B . 4 - 3 / 4 " L E N G T H T O P B O L T R E T A I N E R H O P E 9 - 8 / ~ L E N G T H T O I ' B O L T R E T A I N E R A l U M I N U M A S ! R A G A L B Y E N D U R A P R O D U C T S A L U M I N U M . S U D E B O L T R O D S I E E l , r ~ - , @ 0 C m W l f f l l a u M , I H W H O I D I 0 . 5 ' G L A S S 1 " M I N . B I T E G I . A S S T H K . R W Building Consultants, Inc. Consulting and Engineering SeTVices for the Building Industry !'.O. Box 230 Valrico, FL 33595 Pbone 8 I 3.6S9.9197 l'lorid• Boord uf Professional Engineer, CertmcKle of Aulhorizalion No. 9813 Product Evaluation Report Report.Vo.: FL-/5213./7 Dute: Fehm11ry 16, 20/2 Product Sub Category Category Manufacturer Product Name Swinging Plastpro Inc. Smooth/ Wood Grain I White Wood Grain Exterior Exterior Door 5200 W. Century Blvd. Rustic/ Mahogany Doors Assemblies Los Angeles, CA Serles N Fiberglass Door Phone 440.969.9773 lnswing/Outswing -"Non-Im pact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID# 1998) for Plastpro Inc., based on Rule Chapter No. 9t--1-3, Method 1 D of the Slate of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consuttants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone• (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that compiles with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Sile conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. See drawing Fl-15213.17 for size and design pressure !imitations. Supporting Documents: 1. Test R eport No. Test Standard CTLA 900W5-3 101/1.S.2-97 CTLA 900W5-4 101/1.S.2-97 2. Drawing No. Prepared by No. FL-15213.17 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance T esting Laborato!Y Signed by Certified Testing Lab. Ramesh Patel, P.E. Certified Testing Lab. Ramesh Patel, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E, Signed & Sealed by Lyndon F. Schmidt, P.E. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing products within a quality assurance program that compiles with ISO/IEC 17020 and Guide 53. PF 1587 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 2/2412012