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5603 Sirius Ct RES21-0151 Patio DoorOWNER:ADDRESS:CITY:STATE:ZIP: NAVAL CONTINUING CARE RETIREMENT FOUNDATION INC 1 FLEET LANDING BLVD ATLANTIC BEACH FL 32233-4599 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: 169397 0200 SECTION LAND JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 5603 SIRIUS CT RESIDENTIAL WINDOWS/DOORS PATIO DOOR $2287.00 FEES 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: 5/18/2021 PERMIT NUMBER RES21-0151 ISSUED: 5/18/2021 EXPIRES: 11/14/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 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 2 of 2Issued Date: 5/18/2021 PERMIT NUMBER RES21-0151 ISSUED: 5/18/2021 EXPIRES: 11/14/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $101.50 RES21-0151 Address: 5603 SIRIUS CT APN: 169397 0200 $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: R15842 $101.50 Printed: Tuesday, May 18, 2021 1:41 PM Date Paid: Tuesday, May 18, 2021 Paid By: ACE DOOR & WINDOW SERVICE Pay Method: CREDIT CARD 456907422 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15842 ~+; 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 RES21-0151 Bui ldi ng Permit Application , .. i\ t\ t .. ., I! City of Atlantic Beach Building Department 800 Seminol e Road, Atlantic Beach, FL 32233 Updated l0/9/JB ••ALL IN.FORMATION HIG~U~HTED I N GRAV . Phon e: (904) 247-5826 Email : Building-Dept@coab.us IS REQUIRED. Job 1-:i<l ,ess: S ~Q 3 .$; (4 S Gf. fltlC:to:hC. '2 ch, Permit Number:.--=-c,,..--:----,--~~---- 0S'•2.S-•?."lf: 'll>·'Pl' PT ~SEC S--2..,-1,qE 1€.1:CO DJie1t?-q -1onq C>l?-iS --z,""lf!. PT 6(:)V; Lega t De sc ription (,»TS 'O,x l'l@ 01,?.(,#32./-n,e, P"TGOV'i"LbT '2. ~E-?0 RE# j(p(-J3&f1 -01,00 Valuatio11 of Work (Replacement Cost) $ d di 'g7, i)O Heated/Cooled SF ____ Non-Heate d/Co oled ____ _ ° Class of Work: □New □Addition □Alteration □Repair □Move □Demo □Pool ~ndow/Door Us e of existing/proposed structure(s): . □Commer cial ~sidential ~ If an existing structure, is a fi re sprinkler system Installed?: ~es □No " w·u tree s e r oved In association with ro osed r · ct? □Yes must submits rate R Descr i be in det all the type of work to be ~erformed: ~\'1.~ -fDY-~n.e ve p\O Ce\'Y\'e,n-\--. : . ~½-erg ltts<s prehur t3 S l~)Q. fU t1 Dd~ . : . . . . ' ; Florida Product Approval# __________________ for multiple products use product approval form Propertv Owner lrtfor mz.~bn ~ ll"'L. Nam e~\f!l\ WtlJm'9Yfj {g[e °Ee\1tf'r9etl±fuoJO Address 1 t~£:t UH~yj·W'Cf ~V<;l City&J:J4p½JL Bea~·"'=J .State F\-:: Zip 3'"2..1-3,3,. ' Phone ffi.!:±L_'1.,9:I~qoo E-M2I! ..J@¥12~1:H?~ awJ ,m . com Own ~r or Agent (If Agent:, Power of Attorney or Agency letter Required) __________________ _ Cont f r ctur l nform z.tion Narn c ;f-Comp any {!c.e DoD( t w,"ck, v.J Qualifying Agent Gg.l<.'j \tQ.l ~ ... Address_,d:'a\ '"),(o To (QQC-o;;r.e. ,Sa g I 0cQ • City :O:CA.¥ State ~ L Zip 3> ;i,. \ <;6 0tnc<c Phone ? ;J? -la'~/ 1 0 Job Site Contact Number 7 ol? -'kf? 17 ) ..3 'IJ -0 _:=z JD St 2te Cr-:rtification/Regi str,,tion II {. S( ~ 35 lfOE-Mail A}:\::: ti) 9-L e. )>QQC , ~ C') Archite,t N;ime & Phone# ________________________________ _ En gineer's Na m e & Ph one n --.,..,--:c-~--::::..------,----------------------- Workers Compensation Insurer i" C,. G.::r OR ~mpt~Explr ation Date _______ _ Applir:;1t i0n Is hereby m adP. to o btai n a permifudo the work and Installations as lndicat6d. t certify that no work or lnstal latlon has commen,ed prior to t h e iss1.•ance o f a perm it and t hat all work will be performed to meet the standards of all the laws regulating construction in this Jurisdict ion. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, Wf.US, l'!'l OLS, FURNACES, &OILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the r equirements of this perm it , t here may be additional restrictions appllcable to this property that may be found In the public records of this county, an d t here may be ad ditional permits r equired from other governmental entitles such as water management districts, state agencies, or federal <1k'encies. 0W/\'':11''.> AFF IDAVIT: l ccr,if t !hat a!I the foregoi ng in fo rm ation is accurate and that all wor k wlll be done In compliance with all cJ{)!)II C1h1,· l'?.ws r egulating c,:ns\'f UCtlon and zoning. VV/t.m,HM G TO o ,MM!:H; YOUR FAILURF. TO RECORD A NOTICE OF COMMENCEMENT MAY RES.')1.:i inl YO UR PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPER TY. IF YOU INTEND TO Utfff-.lf-J f!Nt~N CJ\\:·G, CONSULT VJI TH YOUR LEN DER OR AN A ORE R . "0:; DH " Uk d<.ff <.:E OF COMMENCE MENT. c.:_ "· · er nr Ager.r) Slg r :::.! ~r,t: s •• orn l o (o, ..:1::, .1:'.!d ) before me this ?>O½l-da y of .J\pn\. ___ , ~~1 _,._., _.Jt.ff_Gi ~~"--· --- ·---~.M~ ct· ~ .... 4M'.l 'i,fn;u,e of Ill~ 0 ~neq and sworn to (or affirm ) before me this _j__ day of Q<,\ • ~4/t',t7 \ [v(;,.,,,o,rn11~-l(nown OH [ J P!Oth1ced ldentillca1•i o Type of Id entification: -~::;~::;:~;::;;;::~'.;;:;~;;;:;;;;;;;;,:;;;;;;;;;;;;~;;;;;:;;;;;: R E S 2 1 - 0 1 5 1 .-I r-.: <t N") r--r;' -' LL °' :: "O <;i .-I r-.: <t N") r--r;' -' LL _,,,. F:' .-I 0 ~ 0 UJ I to r--<t N") r--.--1 ' -' LL _,,,. VI Ol C 'j: C:' 0 ' ~ u "' 0. E ·2 0 f u "' 0. .s ' 0 0 0 VI VI "' ~ a, .D u:: r--<t N") r--r;' -' LL -G; ~ 0 a.. 0. <{ -u :, "O 2 0... "' "O '§ u: ? z UJ z <{ ~ er: UJ 0... u £ e· & VI "' 0:: -G; c .5!! 9. er: 1. 2. 3. 4. 5. 111 plastpro 5200 W. CENTURY BL VD. LOS ANGELES, CA 90045 GLAZED FIBERGLASS DOOR S SINGLES w/ or w/o SIDELITES INSWING I OUTSWING "NON-IMPACT" GENERAL NOTES This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2. l .2. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION Typical elevations, design pressures & general notes 2 Door & Sidelite panel details 3 Lite frame glazing details 4 Elevations 5 Horizontal cross sections 6 Horizontal & Vertical Cross Sections (2X Buck) 7 Horizontal & Vertical Cross Sections (lX Buck) 8 Horizontal & Vertical Cross Sections (Direct to Masonry) 9 Vertical Cross Sections (Thresholds) 10 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Buck anchoring 12 Frame anchoring & hardware details 13 Bill of materials and components r I - I - : : : c : : : c 0 0 i D i D : : : c : : : c w w ~ - ~ - < ( 0 < ( 0 o , : z 0 , : ~ ~ ~ u . . 3 : : . . . . . J V ) . . . . . J V ) < ( I - - ' z 0 , : : : , < ( - w o 0 , : - > - w 0 > 0 t o ~ C ' 4 c o - : 1 1 5 " M A X . O V E R A L L F R A M E W I D T H I 3 7 . 2 5 " M A X . - - - - ! f - - 3 7 . S ' M A X . - I f - - - F R A M E W I D T H 1 1 F R A M E W I D T H I 0 X 0 0 0 L L = X • 0 = X X 3 7 . 5 " X 8 2 . 0 " 7 4 . 7 5 " X 8 2 . 0 " O X / X O 7 5 . 5 " X 8 2 . 0 " 7 6 . 2 5 " X 8 2 . 0 " 1 1 2 . 0 " X 8 2 . 0 " o x o 1 1 3 . 5 " X 8 2 . 0 " 1 1 5 . 0 ' ' X 8 2 . 0 " 1 . s · - l l - = = 0 • X 0 = = = = = o x N / A N / A l X 2 X N / A l X 2 X - / 1 - 1 . 5 " = = X • 0 0 = = X O + 4 7 . 0 - 4 7 . 0 + 4 7 . 0 - 4 7 . 0 + 3 5 . 0 - 4 0 . 0 + 3 5 . 0 - 3 5 . 0 + 4 0 . 0 - 4 5 . 0 + 4 0 . 0 - 4 0 . 0 + 5 0 . 0 - 5 0 . 0 + 5 0 . 0 - 5 0 . 0 + 3 5 . 0 - 3 5 . 0 + 3 5 . 0 - 3 5 . 0 + 4 0 . 0 - 4 5 . 0 + 4 0 . 0 - 4 0 . 0 + 4 7 . 0 - 4 7 . 0 + 4 7 . 0 - 4 7 . 0 . . . . . . . ( . ) ( . ) e : e : ; ; : : : - ~ ~ ~ 0 0 C \ j C \ j [ / ) ' - ' ' - ' z c : i c : i 0 u J u J [ / ) ~ ~ > < O L t ) w C l : ' . : ~ ~ l : ! l : ! ; § ; § Q Q c i : : , : : , ~ I ' - L t ) e n ~ ~ w I - ~ ~ z ~ C \ j ~ ~ ~ 0 : J 0 e n 0 z C \ j ~ 0 z ( J D A T E : 1 0 / 0 8 / 1 4 ( ! ) ? : S C A L E : N . T . S . 0 . J D W G . B Y : J K : J I D C H K . B Y : L F S 3 : D R A W I N G N O . : [ I ' . F L - 1 7 3 4 7 . 1 s t ~ D S H E E T 1 O F 1 3 N © rl N cr, 3: "'O ~ rl ,-.: "'" M r---'-;' -' u.. :::::: r---rl 0 !::!, 0 w I to r---"'" M r---'-;' -' u.. ~ en C "§: "' 0 ' ~ u "' 0.. E ·c 0 z u "' 0.. .§ ' 0 0 0 V) V) "' ei (I) .n u:: r---"'" M r---'-;' -' u.. ~ "iii Ei 0.. 0.. <( ..... u ::, "'O e a.. "' "'O .§ u:: <( i::::-z w z <( 2 a'. w a.. u .5 6 B-V) "' a: 'El C 1-:c c., iii :c _, w z <( Q_ >< <( ~ k3 0.: " EB :· ,.d . . ! . 4 ' .. <l' .. HINGE STILE (LVL) r 35.75" MAX. PANEL __ WIDTH [> . . . . I . ;,II b-I 'v' ~ o:i . . C") . . lJ e' . . 0 \..,< . . I ;;l . ' . 4 ' • . <l ' .. I . . . SEE DOOR LOCK DWARE TABLE HAR (2\ \1_) ® PLASTPRO DOOR PANEL @PLASTPRO SIDELITE PANEL E X T E R I O R I N T E R I O R H O R I Z O N T A L C R O S S S E C T I O N K W I K S E T K N O B : S E R I E S ( 4 0 0 ) D E A D B O L T : S E R I E S ( 6 6 0 ) S C H L A G E H A N D L E S E T : " P ' S E R I E S ( F 6 0 ) D E A D B O L T : " P ' S E R I E S ( F 6 0 ) K N O B : " P ' S E R I E S ( F l 0 ) S C H L A G E D E A D B O L T : " B " S E R I E S ( B 6 0 / 6 2 ) K N O B : C I R R U S l O O C Y A L E D E A D B O L T : 8 2 0 S I N G L E C Y L I N D E R D E X T E R B Y K N O B : J 5 4 S C H L A G E D E A D B O L T : J D 6 0 L A T C H S T I L E ( L V L ) T O P R A I L ( C O M P . ) I N T E R I O R F O A M C O R E ( P O L Y U R E T H A N E - 1 . 9 P C F M I N . ) F I B E R G L A S S S K I N ( 0 . 0 7 5 " M I N . T H K . ) B O T T O M R A I L ( C O M P . ) E X T E R I O R ' 4 A . . : · . V E R T I C A L C R O S S S E C T I O N n : : : ~ V ) o O - - - J z O - - J - - a ~ ~ 0 ( . f ) Q ' . V ) ~ c . n a I ? : : s C D ~ c d V ) ( . ' . ) : : , : : 5 c t : w c t : 2 : ( f ) o r f _ Q ~ ( f ) < ( 0 f : . ' . C : a C l ' . ' . u 0 : : : : > 0 f - 0 C l ' . ' . C l ' . ' . < ( 1 1 . . 1 1 . . ~ ~ > - - , - , m C J C J ~ ~ R ' ~ 0 0 ~ ~ ( / ) z c : i c : i 0 L u L u i n 2 : 2 : ~ ( 0 l ! ) 0 : : : e e ~ ~ c § c § C l . . Q : : i : : : : > r - . . . ~ ~ ~ w ~ r - . . . C \ j ~ 0 r - . . . 0 0 C \ j z D A T E : 1 0 / 0 8 / 1 4 S C A L E : N . T . S . D 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 7 3 4 7 . 1 S H E E T -~ o'------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - = ; ; ; . . . . . . ; ; ; ; = - . . . . J _ 2 . _ O F j ] _ <'. a'. c . i z U J I - z 4 : I - . . J : : : J U J z □ [ ) ~ z 0 . . J : : : J I l l ? i [ I ' . s j " ~ D N © ,...., "' d\ 3: -0 "' rl ~ m r---'-;' _, LL ~ r---,...., 0 C:!, 0 UJ I to r---~ r---'-;' _, LL -v; 0) C "§: "' 0 ' f "' a.. E ·2 0 'i' t "' a.. .5 ' 0 0 0 "' "' "' e> OJ .0 u::: r---,;j" m r---'-;' _, LL -v; ro Ei a.. a.. <( ...., u :, -0 0 Ii: "' -0 '§ u::: ' ~ z UJ z <( 2 er: UJ a. u ..s e .8-"' "' a: -& 1 I-I (..'.) iii I LU ~ < Cl<'. LL I-I (..'.) ::::; >< < ~ &:, co LO -0 1 . . I-I (..'.) iii I d ..J 0 >< < . ~ M ~ C') -0 . L-lL 23.88"MAX. FRAME WIDTH 21.13"MAX. D.L.O. WIDTH . . . . . . 3.2S' _j (TYP) ODL LITE FRAME #8 X 1-1/2" PPH SMS INTERIOR EXTERIOR --c.J -t d fr, r-... C'l #8 X 1-1/2" PPH SMS ~ I :_J f - - , . L O -t c i _ l fr, ": #8x2-l/ 2" PPH SMS TYP.) l•v ( L - t ro ci ~ • _J_ . 11 t 1.375" 2A ODL LITE FR A M E HP Polyprop y l e n e r GLASS BITE 3/8" 111 /2" OVERALL GLASS THK. t j ~ 1 /8" TEMPERED GLAS S AIRSPACE 1 /8" TEMPERED GLAS S ALUMINUM SPACER READI-SEAL GWING C O M P O U N D 2A ® GLAZING DETAIL a . : ~ 3 . 2 5 " ( T Y P . ) - - - 1 I ~ f r , a . : ~ ~ l f r , c i I - I I - ( . . ' . ) I i i i ( . . ' . ) I i i i L U I ~ L U < ~ C l < ' . < L L > < C l < ' . L L < > < ~ < & : , ~ c o M L O - 0 - 0 2 1 " M A X D . L . O . W I D T H 2 3 . 8 8 " M A X . F R A M E W I D T H R S L L I T E F R A M E I 1 - ! - , _ , _ a . : ~ c . J d f r , r - . . . C ' l # 6 X 1 - 3 / 4 " P P H S M S I N T E R I O R H O T B U T Y L S E A L A N T ( A D C O ) - ~ E X T E R I O R / @ # 6 X 1 - 3 / 4 " P P H S M S - t f r , " : L @ R S L L I T E F R A M E 3 / 8 " G L A S S B I T E : : a L O c i _ t 1 / 8 " T E M P E R E D G L A S S C O N T I N U O U S M E T A L S P A C E R @ G L A Z I N G D E T A I L 0 : : ( / ) 0 0 . _ J : : z : O ~ ~ - a 0 ( 1 ) ~ Q ? O 0 : : U ) L L . . ( . ' . ) ~ : 3 I D ( / ) ( . ' . ) : : ! , ~ ~ : 3 0 : : w - N ( / ) . _ J : 3 Q ~ ( / ) < ( ( . ' . ) , : . . : C i : o c 0 0 = > 0 I - 0 o c o c < ( 0 . . . 0 . . . ~ ~ > - . . . , . . . , e n C J 0 ~ ~ R ~ ~ ~ 0 0 C \ J C \ J ( / ) - . . . . . , - . . . . . , z c : i c : i 0 L L i L L i i n 2 : 2 : > r . o L O w 0 : : : ~ ~ ~ ~ c § c § Q Q : : , : : , " L O ; : : : - ~ w ~ C \ J ~ 0 " 0 C \ J 0 z D A T E : 1 0 / 0 8 / 1 4 S C A L E : N . T . S . D 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 7 . 3 4 7 . 1 C .!!! 9:...,_ _______________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . J . : : . : . : : . : . . . . : : ; : ; : ; ; ; ; . . . : : . . 2 : : . . . . . J S H E E T i O F _ L l _ er: r . i ~ I l l f - z < ( ~ : J I l l z 0 L I { ! ) ~ 0 . J : J I l l 3 [ I ' . s t ~ D N g ' ~ "' Cl. .s C 0 ';' t "' Cl. .§ ' 0 0 0 ~ "' cr, a:; .n U:: !;;: rn r--7 -' LL ~ cii f.i 0.. Cl. <( t ::, cl 2 n. "' cl .§ U::: ' <( i::::-z LU z <( 2 0:: LU n. u £ 2 ~ "' 0:: ~ c .!!! 9-0:: I ;;/ / ELEVATION X I l I X 0 0 f f i E B E L E V A T I O N X O / O X 0 0 I l 1 s X f f i E B l I E L E V A T I O N o x o I l / 0 0 0 E B E B ' 0 : : : 0 0 : 2 : 0 ( / ) - a 2 O c . n 0 0 : : : ( / ) ; ; . . : i : . : ~ 5 _ J ~ C D ( / ) l ' . ) ~ w - J 5 0 : : : U 1 L L J Q _ ~ U 1 < ( . : . . : c ; : : 0 : : 0 0 : : : > 0 I - 0 0 : : 0 : : < ( n . . n . . ~ ~ > - - , , - , C D ( . ) ( . ) ~ ~ - ; : : : : - ~ 0 0 C \ j C \ j ( / ) ' - - ' . . . . . . . . z c i c i 0 w w c 7 i i ! : i ! : ~ ( 0 I J ) ~ ~ ~ ~ ~ ~ ~ t i Q . Q . : : : > : : : > ~ r - - . . ~ I l l I - ; : : : - ~ w z ~ < i I - C ' \ J ~ . . . J ; : : : - 0 : J 0 I l l z C ' \ J 0 D z L I D A T E : 1 0 / 0 8 / 1 4 I ! ) z S C A L E : N . T . S . D . . . J : J D W G . B Y : J K m C H K . B Y : L F S i [ l ' . D R A W I N G N O . : < t F L - 1 7 . 3 4 7 . 1 ~ 0 N S H E E T _ i _ O F J . l . _ Q .-I .,; en ;;: "O r;-i .-I !;j: m r--r;' -' u.. _,., ;:::-.-I 0 c:!. 0 LI.I I 1-\1) r--st m r--r;' -' u.. .;; CJ\ C .§: l1l 0 ' u ~ u l1l Q. -~ C 0 f u l1l Q. .s ' 0 0 0 VI VI l1l ~ QJ .n u::: ~ m r--r;' -' u.. .;; ro e Q. Q. <( -u :::, "O 0 6: l1l "O ·g u:: ' ~ z LI.I z <( 2 er:: LI.I a. u .5 e .& VI l1l a: _,., VI c QJ 0 <. er:: NOTE: HORIZONTAL CROSS SECTION Outswing shown (lnswing similar) Back to Back Jambs 1. Spacing for item L: 6" from each end and 3 more equally spaced along sidelite jamb (5 total). HORIZONTAL CROSS SECTION Outswing shown (lnswing similar) 2X Jamb Reinforcement INTERIOR EXTERIOR INTERIOR H O R I Z O N T A L C R O S S S E C T I O N O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) B a c k t o B a c k J a m b s 5 1 S E E N O T E 1 H O R I Z O N T A L C R O S S S E C T I O N O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) 2 X J a m b R e i n f o r c e m e n t I N T E R I O R E X T E R I O R I N T E R I O R L E X T E R I O R 4 1 H O R I Z O N T A L C R O S S S E C T I O N O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) 1 X J a m b R e i n f o r c e m e n t L S E E N O T E 1 H O R I Z O N T A L C R O S S S E C T I O N O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) 1 X J a m b R e i n f o r c e m e n t a : : ( / ) U O 2 2 0 - - l O - a ~ j : : : O V J ~ 2 ( . J 0 : : : V J 0 W ~ : s C D N t n ~ f r : ( / ) ( / ) c . , w O t n : : 5 a : : ( f ) : r : o a _ L u ( f ) 0 : : : ( l ) < ( ( . J , : . . : G : 0 : : : u 0 : : : : J 0 I - 0 0 : : : 0 : : : c t 0 . . . : : , , : : : : , , : : > - - - , - - , ( D ( . ) ( . ) ~ ~ R ~ 0 0 C " l C \ J ( / ) ' - - - ' ' - ' z c i c i 0 w w ( / ) ~ ~ > C D 1 / ) w 0 : : : ~ ~ ~ ~ < ( < ( a 0 c i 0 . . . a . . : : : : J : : : : J ~ J ' . , _ 1 / ) I l l I - - ; : : : - ~ w z ~ < ( I - C " l . . . J - ; : : : - 0 : : J - ; - I l l 0 z C " l 0 D z u D A T E : 1 0 / 0 8 / 1 4 ! ! I ? : 0 S C A L E : N . T . S . . . . J : : J D W G . B Y : J K [ l J C H K . B Y : L F S ~ D R A W I N G N O . : C l I l l F L - 1 7 3 4 7 . 1 ~ D N S H E E T ~ O F . . L l . _ ( Q ) rl u::i d, ?;; --0 r;l rl ~ rn r--r;' _J LL ;:::::: r--rl 0 c:!.. 0 LJ.J :r: 1-<D ~ rn r--r;' _J LL ,:;;-en C "?ii ~ 0 ' ~ u "' a. E ·2 0 f u "' a. .§ ' 0 0 0 r--st rn r--r;' _J LL -;:;;-rn > 0 0.. a. <( -u ::, --0 e c.. "' 31 0 ;:;: ' ~ z LJ.J z <( 2 0:: LJ.J c.. u .s 6 E-v, "' c:: "§ C -~ 9: 0:: 1 - 1 / 4 " M I N . , _ _ _ _ _ , _ _ E M B . ( T Y P . ) .. . .. .. Ll .. • .. ~.' .... • .. Ll • " • .. • 0.15" C-SINK (TYP) 0.15" C'SINK - - - - (TYP.) 7 " t : . • • I > • I > I > • c , . I > Ll I > r , . .. • 1-1/4" MIN. -+-----i EMB. (TYP.) HORIZONTAL CROSS SECTION Outswing shown (lnswing similar) NOTE: l . Spacing for item L: 6" from each end and 3 more equally spaced along sidelite jamb (5 total). 2. Spacing for item L @ head & sill: 6" from each end, l @ centerline, 2 additional at 3" & 4.5" from end adjacent to door. SEE NOTE 1 INTERIOR EXTERIOR c , . E H O R I Z O N T A L C R O S S S E C T I O N Ou t s w i n g s h o w n { l n s w i n g s i m i l a r ) 0.15" C-SINK (TYP) C • I > . I > I > • I > c , . • I > I > c , . • I > • c , . I > • I > • I > • I > I > - - - - - + - HORIZONTAL CR O S S S E C T I O N Outswing shown (lns w i n g s i m i l a r ) 1 - 1 / 4 " M I N . E M B . ( T Y P . ) c , . I > • • I > I > • I > I > • " ' { 7 " ' " ' " ' V V V 1 7 { 7 " ' " ' { 7 E X T E R I O R I N T E R I O R V E R T I C A L C R O S S S E C T I O N O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) ~ V { 7 V V V { 7 " ' " ' V V " ' V V V I > S E E N O T E 2 I N T E R I O R E X T E R I O R V E R T I C A L C R O S S S E C T I O N O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) : , , , : z ; ; ; : ; _ u g : t o ! : : : . . c i L l z . ~ - a . . : E ~ - - ' s t - · . . _ c o ' 7 : E ~ w ? - 1 0 , q : : : : : i O e n a : : ~ · o C c : > < ~ o W C ' \ J - a > ' - ' 0 ( / ) ~ ~ ( / ) z a : : ( / ) - 1 0 ~ . s O J : : ; : ~ ~ ( / ) c _ , w i - : o . 5 8 ] ( f l Z w ( f l 2 ( / ) Q _ ( l ) < ( - ( / ) . : . : G : C l : : a : : ( / ) u 0 0 0 : : J : r : C c : 0 I - 0 C l : : 0 C l : : < ( Q _ Q _ ~ ~ > - . . . , . . . , O J 0 0 ~ ~ R ~ 0 0 ~ ~ ( / ) z c i c i 0 L u L u e n ~ ~ G S ( 0 I t ) a : : f : ? f : ? I : ! I : ! c § c § t i a . . a . . : : ) : : ) ~ t - - I t ) 1 / J I - - ~ w z t - - ~ 4 : I - C \ J ~ 0 . J : J t - - 0 1 / J c i z C \ J D z ( J D A T E : 1 0 / 0 8 / 1 4 ! ! I z i : i S C A L E : N . T . S . . J : J D W G . B Y : J K m C H K . B Y : L F S ~ D R A W I N G N O . : e r \ { ) F L - 1 7 3 4 7 . 1 ~ D S H E E T _ § _ O F Q N ( Q ) ,...., ,-..: d\ ,: ""Cl r;i ,...., ,-..: "'" rY) r---7 -' LL ---;:::-,...., 0 ~ 0 UJ I 1-<JJ r---"'" rY) r---7 -' LL ---v, m C "§: "' 0 ' i u "' c.. .s C 0 <;= ti "' c.. .s ' 0 0 0 V, V, "' e> "' ..0 u::: r---"'" rY) r---7 -' LL ---v, iii i:i F E C ~ "" ~ '1 INTERIOR i--------L 1-1/4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION Shown w/ lX sub-buck Outswing shown (lnswing similar) 8: NOTE: v ' . , . Q . , . Q v ' 1 - 1 / 4 " M I N . E M B . ( T Y P . ) _ _ _ _ _ _ _ . . . . , HORIZ O N T A L C R O S S S E C T I O N Shown w / 1 X s u b - b u c k Outswin g s h o w n ( l n s w i n g s i m i l a r ) I > E X T E R I O R E Q . , . Q v ' F I N T E R I O R V E R T I C A L C R O S S S E C T I O N S h o w n w / 1 X s u b - b u c k O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) I > I > I > Q : : 0 0 2 : 0 - a O e n O : : c n g ; s ( / ) ( . ' . ) : S e 5 Q c n f ' . . . : C i : 0 = > F 0 0 I ) ' . ' . 0 . . . f l > I > ' Q - . . . J ( . ) c : 3 : : : i j : : : ( l ) O : : > < k l ~ > ' - - ' ~ < > 8 ( / ) 2 : - 1 0 0 ) ~ j : : : : : ; w 2 : ( . ) ( / ) 0 1 . . w ( / ) N V ) < ( - ( / ) I ) ' . ' . a : : ( / ) 0 0 0 : r : a : : I - ( . ) I ) ' . ' . < ( 0 . . . ~ ~ > - - - , - - , ( D 0 0 ~ ~ " ' ~ 0 0 ( ' J ( ' J ( f ) ' - - ' ' - - ' z 8 8 0 ( f ) ~ ? : : ~ < o I f ) Q : ' . ~ ~ ~ ~ c § c § <( ti 1. Spacing for item L: 6" from each end and 3 more [ J z ~ . , . S E E N O T E 2 0 . . . 0 . . . : : i : : i -g equally spaced along sidelite jamb (5 total). Q [ / ) ~ ~ "' . , . < i ""Cl:UJ· 2. Spacing for item L@ head & sill: 6" from each end, 1 S E E N O T E 1 _ , _ . . . . . ~ J - - - - - ~ . , . v - E X T E R I O R I N T E R I O R u ~ 6 . . J [ / ) £ @ centerline, 2 additional at 3" & 4.5" from end V adjacent to door. z 1 A j ~ V E R T I C A L C R O S S S E C T I O N . . . . D A . . . . . T E . . . . . . : 1 . . . . . . 0 / . . . . . 0 . . . . . 8 . . _ _ / . . . . . 1 4 - ' - - I ~ i 1 - 1 / 4 " M I N . S h o w n w / l X s u b - b u c k s c A L E : N . T . S . g UJ E M B ( T Y P ) O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) 1 - - - - - - - - 1 : : : i ~ • • D W G . B Y : J K m r - . . . . I f ) ~ w , ; j - ~ ( ' J ~ , ; j - 0 0 ( ' J 0 z ! H O R I Z O N T A L C R O S S S E C T I O N C H K . B Y : L F S : .& S h o w n w / l X s u b - b u c k D R A W I N G N o . : ~ O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) F L - 1 7 J 4 7 . 1 ~ ~ □ "' N -~ t------------------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J . s _ H _ E E T _ _ , ; ; ; ; : : 7 = - o _ F - = 1 J = - ~ Q 9-i:i rl oci en ~ ""Cl r;i rl ,--: "I" m r--7 _J LL ::::::. r--rl 0 N 0 w I to r--"I" m r--7 _J LL -G; en C -~ e 0 ' u -.:::: u "' Q. .s C 0 'i' t "' Q. .s ' 0 0 0 ~ "' e> QJ ..c u::: r--"I" m r--7 _J LL -G; -;;; 6 0.. Q. <{ ..., u ::, ""Cl 0 it "' ""Cl "§ u:: ;? z w z <{ 2 <:<: w 0.. u .s e B-"' "' a: f C -~ 9: <:<: C \)' .., '1 ® \)' q \)' SJ 0 ® "' ~ 0 .., INTERIOR 0 q \)' q q \)' L 9 11 1-1/4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION NOTE: Shown Direct to Masonry Outswing shown (lnswing similar) 1. Spacing for item L: 6" from each end and 3 more equally spaced along sidelite jamb (5 total). 2. Spacing for item L @ head & sill: 6" from each end, 1 @ centerline, 2 additional at 3" & 4.5" from end adjacent to door. 1 - 1 / 4 " M I N . E M B . ( T Y P . ) Q Q 1 7 Q Q HORI Z O N T A L C R O S S S E C T I O N Q Shown D i r e c t t o M a s o n r y Outswi n g s h o w n ( l n s w i n g s i m i l a r ) E S E E N O T E 1 1 - 1 / 4 " M I N . - 1 _ _ _ _ . , _ I E M B . ( T Y P . ) HO R I Z O N T A L C R O S S S E C T I O N Sho w n D i r e c t t o M a s o n r y Out s w i n g s h o w n ( l n s w i n g s i m i l a r ) D D D V E R T I C A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n r y O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) D a , . I > V E R T I C A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n r y O u t s w i n g s h o w n ( l n s w i n g s i m i l a r ) J t n > = : ' ( / ) C l : : O : z : C l : : o ( . ) ( / ) C l : : _ J ~ ( . ) 0 < : ( 2 : 0 S : 2 0 - a ~ f - - 0 ( / ) ~ ~ b C l : : ( / ) ~ : s r o ~ ~ : : ; ( / ) ( ' . ) w _ J a : s C l : : ( / ) < : ( . . . . . . . . . . Q u . l ( / ) f - . . C ( / ) Q ) < { . : - : c : : 2 : : z : u e t : : O o = > 0 t : ' . : ! j : : : 0 f - C l : : o 0 e t : : 0 1 . L J e t : : < { : J : ( / ) 0 . . 0 . . : , , : : : , , : : > - - - , - - , C D ( . . ) ( . . ) E E . . . . . . _ . . . . . . _ r , . . . ' < I - 0 0 ( ' I ( ' I ( / ) ' - - ' ' - - ' z 8 8 0 ( / ) r ! : : r ! : : > ( 0 L t ) w C l ' . : 0 0 1 - - 1 - - I = ! I = ! ~ ~ i : . i Q Q : : : , : : : , ~ r , . . . ~ I l l I - ; : : : - ~ w z ~ < ( I - ( ' I . . J ; : : : - 0 : J ' < I - 0 I l l z ( ' I 0 0 z [ J D A T E : 1 0 / 0 8 / 1 4 C l ~ S C A L E : N . T . S . □ . . J : J D W G . B Y : J K m C H K . B Y : L F S 3 ; D R A W I N G N O . : a : : I l l F L - 1 7 3 4 7 . 1 ~ 0 _ § _ f l _ N S H E E T O F g R:\Clients\Plastpro, Inc PERMANEN1\A -Florida Product Approvals\FL-17347 Fiberglass Door -Impact-nonimpact\C -Drawings\FL-17347 6TH ED (2017)\FL-17347.1-2.dwg, 9.1 V) o n I i I ,,, ?' ~ .,., -r-z tD It() I "' ~ ~ z 0 0 ~ :. r-..,, ~ ,~ :-,J ~ ~~ ::. "' 5 ::! co(") ~):,. -(") "' g c,, ~ ::! 0 :z: 5"~ l~ :J-ee(") ~):,. -(") "' g c,, rn (") ::! 0 ::z i-----1-- 17 p 17 17 o ~ v,lz .9:@-go 0 nnn1 nCD-··· CD ::J ::J ::J -co -,. CD ...., -:i 0 0 -·-, ::J -· Q. CD -0 • CD 0 l's) 3 ;-, 0 r-- 0.@ e: :, -· CD 0 0 5 a. 0 90 -V, ~ ¥=¥ ~~ ~a ~3 -, CD 0 0 3 () CD :, ::J CD a. ::J p. 1-1/4" MIN. EMB. (TYP.) 1-1/4" MIN. EMB. (TYP.) ~~ )>,a V, ::! =n )I,. -(") g c,, rn (") ::! 0 ::z z ---< m ;;o 5 ;;o 8 m ;;o 5 ;;o pl> z ---< m ;;o 5 ;;o m ~ ;;o 5 ;;o 1-1/4" MIN. EMB. (TYP.) ~~ ~-"' ::J ::! co(") ~):,. -(") "' 0 t; c,, ~ ::! 0 :z: 2~ vl':::ia :: ::! s· n co )I,. ~r---n "' g c,, rn (") ::! 0 ::z 1-1/4" MIN. i-------1--EMB. (TYP.) z ·17 pl> 17 17 17 pl> 17 0- 1-1/4" MIN. I EMB. (TYP.) z ---< m ;;o 5 ;;o m ~ m ;;o 5 ;;o ---< m ;;o 5 ;;o 8 m ;;o 5 ;;o ,,,,,,11111,, ,,, ~ SCH 11 ' /4 ~,, " ... :-· .... }~1r-''1, ~ / \)CE/4~•':-!)-.,,. ~ .... / ·•., ~ r,, ~ No.43409 •. . 7 J"'.,,., ::-u. * -=-~ '-. 0 V) 0 :E n ~ 0 )> f!' 1---1----+-------------+--1 PRODUCT: Documents Prepared By:-' '-'t~• _.,,, .. ...,., . · :5/i::!f ,- ,:,. .• .«:x. o" .. ~' r tD [".' ~ ~ ;-i c__ ::,;;: Yl ~ PLASTPRO INC FIBERGLASS DOOR Lyndon F. Schmidt ,.,.., ~~•-•• ~. ·•/4G ,~ ~ 2i5 2 7/27/f1-TuPDATE ,u □IM c.u. 1Lu111 rHL ':) 1 04/14/15 jUPOATE ,u :JIH t.U. {LU14) /-1::1(; P.E. No. 43409 .... ,,,~'/oNA\-l:-~,,,, Tn rT" ~n Inn•~\ -nn JK CD /////lfl\\\\\\ ____ ., __ ~::::__ -~ _:::::. PART OR ASSEMBLY: J\_,w BUILDING CONSULTANTS, INC. ~ NO. DATE REVISIONS JK VERT/CAL CROSS P.O. Box 230, Volrico, FL 33595 BY SECTIONS (THRESHOLDS) Phone No.: 813.659.9197 FBPE C.A. No. 9813 © 20 l 6 R.W. BUILDING CONSULTANTS INC. .-I d .-I t "O ~ .-I ~ Ml r--r;' -' LL ----F2 .-I 0 ~ 0 w :r: 1-<D r--'<t Ml r--r;' -' LL ----Vl 0) C ·3 ~ 0 ' u t "' Q. E ·c 0 z u "' Q. ..s ' 0 0 0 Vl Vl "' e> l1J .0 U:: ~ Ml r--r;' -' LL -.;; "iii e; 0.. Q. <{ -u :::, "O 0 0:. "' "O ·;s ;:;: ' <{ r:::-z w z <{ 2 a: w 0.. u .s c5 B-Vl "' 0:: -.;; c .!!! u <. a: 1.5" MAX. EXTERIOR INTERIOR EXTERIOR INTERIOR VERTICAL CROSS SECTION Shown Direct to Mason~ Outswing onlyw/ 4-9/16'jamb NOTE: Single door only (N/ A W / Sid elites) I .Spacing for item L: 6" from each end and 3 more equally spaced along sidelite jamb (5 total). 2.Spacing for item L @ head & sill: 6" from each end, 1 @ centerline, 2 additional at 3" & 4.5" from end adjacent to door. I> 1-1/4" MIN. _____ ___, EMB. (TYP.) VERTICAL CROSS SECTI O N Shown Direct to Mason~ Outswing only w / 6-9 / 16' ja m b , 1 I> EXTERIOR HORIZONTAL CROSS SECTION Shown Direct to Mason~ Outswing only w/ 4-9 /16' jamb Single door only (N/A WI Sidelites) 1 - 1 / 4 " M I N . - - - - - + - - E M B . ( T Y P . ) HORIZONTAL CR O S S S E C T I O N Shown Direct to Ma s o n ~ Outswing only w / 4- 9 / 1 6 ' j a m b Single door only (N/ A W / S i d e l i t e s ) E X T E R I O R 1 . 5 " M A X . V E R T I C A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n ~ O u t s w i n g o n l y w / 6 - 9 / 1 6 ' j a m b . _ _ _ _ . _ , _ _ 1 - 1 / 4 " M I N . E M B . ( T Y P . ) I N T E R I O R 5 0 E X T E R I O R H O R I Z O N T A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n ~ O u t s w i n g o n l y w / 6 - 9 / 1 6 ' j a m b , 1 C D E S E E N O T E 1 i - - - - i - 1 - 1 / 4 " M I N . E M B . ( T Y P . ) H O R I Z O N T A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n ~ O u t s w i n g o n l y w / 6 - 9 / 1 6 ' j a m b I N T E R I O R E X T E R I O R i - . - - - - 1 - - l 1 - 1 / 4 " M I N . E M B . ( T Y P . ) H O R I Z O N T A L C R O S S S E C T I O N S h o w n D i r e c t t o M a s o n ~ O u t s w i n g o n l y w / 6 - 9 / 1 6 ' j a m b ! l ~ C 0 E o z : , " O . g C W 0 . . : i ' O . : . . : . : u : : : : , 0 0 n : C l . . u u f E f E R ~ ~ ~ 0 0 ~ ~ 8 8 i ! : i ! : I O I [ ) ~ ~ ~ ~ c § c § C l . . C l . . : : : , : : : , " ~ - ; : : : - w , ; j - ~ ( ' J ~ - ; : : : - 0 0 ( ' J ~ 0 z D A T E : 1 0 / 0 8 / 1 4 S C A L E : N . T . S . D 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 7 . 3 4 7 . 1 S H E E T 1 Q _ O F Q ( / ) z 0 ( / ) > w Q ' . ' . u ~ I l l I - z < ( ~ : J I l l z □ [ J ~ ~ □ J : J I I ] 3 : [ I ' . N ~ D N Q ) R:\Clients\Plastpro, Inc PERMANENT\A -Florida Product Approvals\FL-17347 Fiberglass Door -Impact-nonimpact\C -Drawings\FL-17347 6TH ED (2017)\FL-17347.1-2.dwg, 11.1 t0 ~ -x )> =< 0:, V, 7J C: 0 1 · •. n•·· . ·H. ·.•' .. n .< ..:..-() z 7<; :;u -< =<~--.. · I I I I I 1if'.\ .. ::u :-.: :::c / -4 .· .. m )> I>< 1· ·.•.·~· =<~(cY 11···. · .. ' 7J '-.. ' ..:__ )> .. ~ ""-It:· ···4 . " 0:, V, =< ~ 7J - i 16"0.C. MAX. (TYP) LJ 4.. 11 (TYP)---- t =< ~ 7J - . .. "..:r•, ··."~'.f ,··.y, "\ I I i'" .g. ,·1,·· "> >< Q:, C: n ~ )> ::z n :c 0 ,0 -::z (i) E3 ......... ~ ~ 0 .. ~ ... . '. ~ •• 'I • •_.i1 •• ••'4 16"0.C. _j__ MAX. (TYP) . . . .. ~ •• 'I •'."'°':•., 16'0.C.L MAX. (TYP) :::c ~ -0 =< !?<> 7J '-..:__ )> ~ 0:, V, :::c ~ -0 =< !?<> 7J '-..:__ )> ~ 0:, V, ... t ,. ,• ~ .,_,,.,. . ... •... _J___J_rt) ~ ""= =< -7J =< ..:__ 7J 4" _JI (TYP) -- . ' . ,._. -.. •:. . ' . ~ ""= =< =<~ 7J ~ C: r-e:: 0 z ~""= 1 4" f ,,,,, 1f •. '?>.9f'!.Mi 1 '1,.,. 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E ·2 0 'r t, "' Q. .§ ' 0 0 0 V, V, "' ei a., ..0 u:: r---<t M r---7 -' u... -;;:; ro fl ITEM# A B C D E F G I J L M N p 1 4 5 6 7 9 11 12 13 20 21 22 23 24 25 26 40 50 BILL OF MATERIALS DESCRIPTION 1 X BUCK (G >= 0.42) 2X BUCK (G >= 0.42) 1/4" MAX. SHIM SPACE 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW MASONRY -3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW 3/16" x 3-1 /4" PFH ITW CONCRETE SCREW 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW # 10 X 2" PFH WOOD SCREW #10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMB.) 3/16" X 2-1 /4" ITW CONCRETE SCREW 3/16" X 2-3/4" ITW CONCRETE SCREW 1/4" X 2-1/4" PFH ELCO CONCRETE SCREW POLY FIBER JAMB 1 X REINFORCEMENT (G >= 0.55) 2X REINFORCEMENT (G >= 0.55) DOOR SWEEP WEATHERSTRIP (ENDURA FORCE 5) #9 x 3/4" PFH WOOD SCREW 4"X4"HINGE LATCH STRIKE PLATE DEADBOLT STRIKE PLATE INSWING THRESHOLD INSWING THRESHOLD w/ SIDELITE ADAPTER OUTSWING THRESHOLD OUTSWING THRESHOLD w/ SIDELITE ADAPTER ADA THRESHOLD OUTSWING THRESHOLD INSWING THRESHOLD DOOR PANEL SIDELITE PANEL 8:: CONCRETE ANCHOR NOTES: :': I. Concrete anchor locations at the comers may be adjusted to maintain the min. ~ edge distance to mortar joints. 0 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to ,t "' maintain the min. edge distance to mortar joints, additional concrete anchors :g may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 0 u: 3. Concrete anchor table: ' <( ~ z UJ z <( 2 er:: UJ c.. u .s e ITW BUILDEX 3/16" 1-1/4" 3" TAPCON® 1/4" 1-1/4" 2" ELCO 1/4" 1-1/4" l" UL TRAC ON® r WOOD SCREW INSTALLATION NOTES: MIN;<CLEAR.ANCE TO ADJACENT ANCHOR 1-1/2" 4" 4" ~ 1. Maintain a minimum 5/8" edge distance, I" end distance, & I" o.c. spacing of 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 S T E E L S T E E L C O M P . W O O D W O O D P V C F O A M S T E E L S T E E L S T E E L S T E E L AL U M / C O M P AL U M / C O M P AL U M / C O M P AL U M / C O M P A L U M AL U M / C O M P AL U M / C O M P - - G ) P O L Y F I B E R J A M B , _ _ _ _ _ _ 4 . 5 6 " - - - - - 2 0 I N S W I N G T H R E S H O L D E n d u r a ( Z - S e r i e s ) _ r - 2 , l " I I S I D E L I T E A D A P T E R ~ i 7 - = - - = - 4 . 5 6 ' ' - - - - - 2 1 I N S W I N G T H R E S H O L D w S I D E L I T E A D A P T E R E n d u r a ( Z - S e r i e s ) ~ - - - - 4 . 5 6 " - - - - - - 1 @ O U T S W / N G T H R E S H O L D D L P i - - - - - - 4 . 5 7 ' - - - - - ® I N S W I N G T H R E S H O L D w I S / D E L I T E A D A P T E R D L P ® A D A T H R E S H O L D D L P - t ~ f , _ _ _ _ _ _ 4 . 5 6 " - - - - 1 2 2 O U T S W / N G T H R E S H O L D E n d u r a ( Z - S e r i e s ) S I D E L I T E A D A P T E R 0 , _ _ _ _ _ _ _ 4 . 5 6 " - - - - - - i 2 3 O U T S W / N G T H R E S H O L D w / S / D E U T E A D A P T E R E n d u r a ( Z - S e r i e s ) 2 6 / N S W / N G T H R E S H O L D D L P a : : l / ) o O - . J ( / ) z : O < : ( 1 - - - - a - z a : : l L . J O l l ) I : : ! 2 : 0 : : : l / ) ~ < : C O e : s ~ Q r n L L ~ V ) l ' ) 2 : 5 0 : : w 0 8 Q ~ V J V J : : l ~ c : : : < ( t - ' . - - = C l ' . : a i ( . ) 0 : : , 0 t - 0 C l ' . : C l ' . : < ( 0 . . . 0 . . . : x : : : x : : E n - , - , u u ~ ~ - ; ; : : - - ; - 0 0 C \ J C \ J C f ) - - . . . . - - . . . . z c : i c : i 0 L u L u C f ) ~ ~ > l O L O w O : : ' . 2 2 ~ ~ < C < C a a Q Q : : : i : : : i f " - - l ( ) ~ w ' S I - ~ ~ 0 ' S I - f " - - 0 0 C \ J z D A T E : 1 0 / 0 8 / 1 4 S C A L E : N . T . S . D 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 7 3 4 7 . 1 c wood screws to prevent the splitting of wood. .!l!'-------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - = = - = ; ; , . . _ , I 0 S H E E T f l O F 1 3 <. er:: r . . i ~ I J J f - z ~ . . . J : : J I J J z D 0 l ! J z 0 . . . J : : J m ~ e r s t ~ □ N ©