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825 SHERRY DR - FORM BOARD & TREATMENT • I McCaI NOTICE OF TREATMENT Call McCall...We Do It All! Applicator Name 1 Address °got Com ' \E AJ S City Date/Time ( Di -I 8-- 7-6-//-7 SITE LOCATION Lot# Block# Permit# Subdivision �� , iaC k ��n 322.33 Name of Chemical Applied \�-f(v.\' Used( 5% Area Treated 2- l a/° )"-' ' Gallons Used } Remarks \( �4'SCJ trivc) C 0.b No - Applicator-White Permit File-Canary Permit Holder- Pink FORM BOARD/STEMWALL ELEVAT1QNCERTIFICATE . DATE PERMIT NUMBER 08/18/2017 J - PROPERTY INFORMATION ADDRESS ` M- D;.KATLAN,T GBE= L 32 = 3r< LEGAL DESCRIPTION LOT 44 & S 75' OF LOT 46, BLOCK 10, ATLANTIC BEACH SUBDIVISION "A"; PB 5, PG 69; RE#169983-0000 ELEVATIONS REQUIRED FINISHED FLOOR ELEVATION ON CITY APPROVED SITE PLAN & DATUM 11.2 ACTUAL ELEVATION OF FORM BOARD, STEMWALL OR GRADE STAKE & DATUM 11.3 SURVEY COMPANY CONTACT & SIGNATURE BOATWRIGHT LAND SURVEYORS, INC - LB 3672 1500 ROBERTS DRIVE, JACKSONVILLE BEACH-R. _, 32250; : -_ PHONE: 904-241-8550 SIGNATURE OF SURVEYOR: KATHY L:IkACE;-Pakil- ^61.64 Ill --_. .9 . . : li EVIS OFFICE COPY IP • If , PRODUCT APPROVAL INFORMATIO • N �1 N SHF,ET FOR THE CITY OF ATLANTIC BEACH,FLORIDT 2 0 2017 Project Name: c.S s)eiiy 1)r, e.<<A y 127 S-, .,c� /6y� � -- l Permit # 0,.. -,11-1---'3. — U-V(�3 Project Address: ♦ ._ c re- I A i- u ,0 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Tnformation regarding statewide product approval may be obtained at:www.floridabuild- ng.or., -. Cate o /Subcate o _-_.,_ N - g r3' g rY Manufacturer Product Description Limitation of Use State W. Local# . mm - A.EXTERIOR DOORS — .—:_� r.I. __ �C_..—._;..- — IIIIIIIIIIIIIIIMIIIIIIIITIIII 1. Swinging 2. • - 3. Sectional 4.Roll up 5.Automatic — --____ 6.Other ' B. WINDOWS 1111 __ 1. Single hung 111111 2.Horizontal slider ' 3. Casement 4.Double hung 5 Fixed • r 1111 6.Awning Vlny I 1411g..�. . 7.Pass-through i __- 8.Projected 9.Mullion 10.Wind breaker 11.Dual action FP 1 2. Other Category/Subcate o g r3' ; Manufacturer Product Description I imitation of Use State# Local# . 1 H.NEW EXTERIOR 1ii. . ENVELOPEPRODUCTS 1. I 2. In addition to completing the above list of manufacturers, product description and State approval number fo Contractor shall maintain on the job site and available to the Inspector, a legible co r the products used on this project, the instructions along with this Product Approval Sheet. pY of each manufacturers printed specifications and installation I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other listed in this document must be approved by the Building Official. p than the ones • (Contractor Name) rint Name) (Signature) ICompany Name: , - ANvr� 6-v-c—,/ C�,► irty fill: IMailing Address: k// wJ0 )(kit. S,- -v 2.0.2 r City: Sok 66141/f14-ri "fc G, State: Zip Code: 32.02-sO J , - I I Telephone Number: 'r. r o ! (� ) 2 cog- �� Fax Number: ( L j ) g — �0 a p N Cell Phone Number: ( 0 So) � _ c I' 3 E-mail Address: (o, r Com, C o "r�ii�I r � II I :r OFFICE COPY REVISED OFFICE COPY 1. —./0-7A-12 - ``.Mlttlrl,�r. Si1verLin€ '' � ••� :'ts' " i , I OCT 2 0 2017 °o: �: '' en li �� '�• JCdro byAnde se l— = -_. U =� - z t. 1 o WINDOWS • DOORS _ ' . A MM — __ - '%�� * z n'• 1111 m 0 Fi•:Z tl TI 9 F- �Z d Az. L FIN SERIES 2200/2300 — MODEL 2251/2351 99'MAX.OVERALL RAM WIDTH a Ng 9 dta ,,� a v m d a tr_ 96.0°MAX.OVERALL FRAME WIDTH' \` • � 9 o v E 8Z EXTRUDED PVC \ / ! RA PICTURE WINDOW ZEn Wz 3 w/ NAILINGFIN ;/ • z po-i •"NON-IMPACT' . w W� 5 inS GI w� • � Z 5--2 C8. ,- 0 ai O -y o S 0 Ce a CL O GENERAL NOTES o • 1. This product has been evaluated and Is in compliance with the 5th Edition(2014)Florida . Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone I, e o (HVHZ). 5 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to / • N z base material shall be beyond wall dressing or stucco. , 8 rn i • 1 3. When used in areas requiring wind borne debris protection this product is required to be o protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 1 a 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. z m .. 0 a i TABLE OF CONTENTS Ef'tOVERALL OVERAf L, MAX w GLASS DESIGN_PRESSURE(PSF) n i SNEET$ DESCRIPTION FIN.' FRAME -'."D;LO.:O B 1 Typical elevation,design pressures&general notes 4h DIMENSION DIMENSION DIMENSION ryPE POSITIVE NEGATIVE` -z a ME 11/09/11 b 2 Horizontal&vertical cross sections 63.25"x 77.25" 60.0"x 74.0" 55.69"x 69.69" G1 +50.0 -50.0 SCALE: N.T.S. o En g. a 3 Horizontal&vertical cross sections owc.BY: KV m 4 Buck 8 frame anchoring 99.25"x 57.25" 96.0"x 54.0" 91.69"x 49.69" G2 +50.0 -50.0 CM BY: LFS 5 Bill of materials,gl®ng detail&components d A *Note:Max.overall frame height and width occur on separate units 1 `M i -7 FL-14918t25- ;. o t'• VI SHEET I OF-5`a a d Rglients\Silverline Building Products-P\Flodda Product Approvals\FL-14918\C-DrrwinaMi.14918120141\FL-14918 23-27.dy,g,227 '1 RA 4D • 4 • 4 ' ' o co • . ,. 1-1 © i0i ._,_,___ 000 ® o0 • 11 p CD 8 e 0 x A 5 O .'SI OOA • A ea: '' 211.,_ a _- 0o 10 CI 0 =JJJJR!!/1/llllill O © m 0 - ip I FAI .. .,.. Wr1 - tltN\'t1U6 ° O11/4"MIN. 0 EMB.TYP. am`‘ "0.0E- J ! N•9?"•%' 'i No.43409 i g• PRODUCT: Documents Prepared By...O\ 811110—nil /+d/^ : r p Lyndon F. Schmidt 'ice-* %• OSA•'•e1W.3* �_ r, 1 • P.E. No. 43409 .....> ,2,.. \. IN c z o PICTURE WINDOW /� .i��'O'VA...,... -On r- -1 to PART OR ASSEMBLY: /r- BUILDING CONSULTANTS, INC. I �o < in\ 1 3/20/15 UPDATE TO 5TH ED. (2014) FBC .1K J 1iur P.O. Box 230, Valrtco, FL 33595 cn is) HORIZONTAL & VERTICAL to - NO DATE BY CROSS SECTIONS Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 . ®2011 R.W.BUILDING CONSULTANTS INO. RAClients\Savagine Building Products-%Florida Product Approvals\FL-149181C-Drawings\FL 14918(20141\FL44918.23-27.dwo 327 . G CD . / Q = i e o o'. o0 N 0 0 W n ,CO ED 1 O p a . 4 I It T n z 8 . s • —o A ci..) N _ . FUll,,,,: .... 1=,_....DOU _____..,_____ ., 1,-,Il A m yp ® : co, o O eCOI O m ` • A 0 Ap Z a \\\\& SCH1 \\iii No.43409 *i * 3*= Y'2..'j— _ o $ PRODUCT: Documents Prepared By:i�> »� f�W�� Iw o -Z PICTURE WINDOW P.E. No.don F 43409 Schmidt ��j-' k9/01�AL,_`�;-\�` D rD :. :Z O m — -1 'It:. p _ PART OR ASSEMBLY: /{ BUILDING CONSULTANTS, INC. In\ 1 3/20/15 UPDATE TO 5TH ED. (2014) FBC JK J law P.O. Box 230, Volrico, FL 33595 IN ro HORIZONTAL & VERTICAL to NO. DATE BY CROSS SECTIONS Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 • CO 201 I R.W.BUILDING CONSULTANTS INC. ,-,-":- . %%%%%%% ....‘,20,, • •‘ ....T..7940, 1525"MAX. , 9.X BUCK r1'..-,.:,:•.:. r 1 —IT- PXSEONBNUINCRGYK f..,:i.... '.:.•.. 11 04.C"MAMXP..) M11 FRAME 111r 110 3"--II•....:•...:.' 1I----zs1t•zi.-,aoq-..: ===.7-.-.::.-:.0xC44O..6.:i%..0\:C'.I 4•'.1"*'*1-1.• 1 g•z8Id•I•1-ic1‘151i(4:14%6l6Lo:1:giAg%I.:.o1O.#g.6N.:IttLWE.•gc•.:tr.•.i.z0no6,1Z.e1•:..1$• t.1.m•••:-.:-r:=..—ogg15i000z9Z50n,:-',i3•.•- 0d1.9°-n-)N09c0.6ni03)_l)i u r0Fi2r.O;•,.2 nii.i;•.: P. _ 0 c-D ✓ z z . •'" .. • >- 0 BUCK ANCHORING FRAME ANCHORING MASONRY 2X BUCK D 00 0 0 rn 4: iz a i:-.. i "MAX. ,`ro>- Fr. 2X FRAMING TO BE DESIGNED r"---O.C.0 (TYP.) 5 BY THE ENGINEER OR ARCHITECT Mill= I 1_ OF RECORD BASED ON WIND LOADS .-. ....... .. ..m., )• 7 AND THE CLADDING BEING USED. EP. , . CCCCONiy1:t:ni,ccce..,IC6.,tbin,rrr,ia.:eeed,.Re.k1"vi,tttin4E,seee.,r6-Tte4::::E:A:°nnen.:.;u,±::,c.:,':ccNimre':g:hhheA•.:C. H:.::rrr.:,011etmeooo#,a:.,dR..cct.b.oe,.0ig..aaNO:,ik:.::,00uT::r:nnES::::•:-t:g.i:-,t..nna: :,,otn:t-e:,s..::t:O,c.t-.••:e:h."m,e,Mde O:t.Ai..aoac-.M....,Xso...m...M..:::.m::,"::A:O••o5,:4.:e,:i,:.rAN:tH.::tr•:.::,sas.:X:.::::Cr.:::m:A•.K:::.j.?:EOZo:4:::aN4..:..+:1..i7Nn:f:.yirT:li:tE:i:Cs:b.:::Ri:1,7:0eE"EiaL.Nid-DadE--TiGiAdmdEYijRiREiuteii.'"A.,so.n7.ixtm.Nins:ei-::ii":ao4du:Mi•:•.:•...,sln:,:::::t•::tc:::•::o::::•:a::,b;:o::.::rmeni:.::e::h:::::::::-,c::::aa1::::::n1;:':r,:;:ie6;:co:n::i:/:ji:tA:t:tu:.:ey.a:swCesNitaxinLesaCcnE!dtAeHchw.'.eth.eORio±.',;odAtmER ..•••..:... ..........•. i 3TAPCONI1/41-1/4" 2" 41lEo0.•. DE1 17/09/)>.0Qzn,rN281--3.,). 1L''6z•L1 -ad1i0a.z=.2l. z F. SEALE N.T.S. 1 1/4" 1-1/4" 1" 4" 1 PT DWG.BY: KV 0 `7 ULTRACON GM sy: L FS 't'• WOOD SCREW INSTALLATION NOTES: FRAME ANCHORING IMMO NO 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of 2X STUD FL-1 4918.25 f wood screws to prevent the splitting of wood. . a . SHEET 4 OF 5 0 el ````% ..1(la.r,.p. BILL OF MATERIALS . in • ITEM DESCRIPTION MATERIAL - '4, C b. -Z"' 1 EXTRUDED PVC MAIN FRAME#52--2601' PVC $ =(lilt Egi0:�-_"^� 2 EXTRUDED PVC PICTURE WINDOW SNAP-IN-TRIM#52-2213' PVC 5/8"OVERALL z' 2'/O� 3 EXTRUDED PVC GLAZING BEAD(VERT.8,HORT.)#52-122r PVC THK.GLASS O . •'gr`: =m 4 GLAZING COMPOUND(DOW#1199) SILICONE �.i>•••'..........•."..( >>n°D' 5 #8X2"PPH SMS STEEL �� QO ® �- 5/32"ANNEALED ....4ll 4c'pa��O a,6-Z 6 1/4"X 2-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL � ms`9 0 R 6. z° 7 2X BUCK(SG>=0.42) WOOD 1 — AIR SPACE ` 1 E m -m°n 8 1/(MAX.SHIM SPACE - -� �i a Ei°a 9 o El MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 1 I O rs� 5/3T ANNEALED � a m d`a T 9 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE a � u o � 10 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL 1/2'GLASS 3 C 12 INTERCEPT SPACER STEEL BITEA ;a 13 #8 X 2-1/2"PPH SMS STEEL 14 2X FRAMING(SG>=0.42) WOOD G T GLAZING DETAIL z 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED. BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". $ o cD z N 5/ 8"OVERALL z a 9 THK.GLASS w ro g o _ U �.. Q0 0 5/32"TEMPERED g W 1_, m U m 0 �t 3 \ ' j O JO LL I 2 69" 0 �- AIR SPACE ° - m R I _U I I �� 5/32"TEMPERED a a R Y m a 1/2'GLASS 0 O O BITE c, 0 055, Gz GLAZING DETAIL * —7 z m "1- I IGDI- IGr i o ato z 1,-.n` 0 'v '- p N {r 0.84" "' 2 tiLit_ii I N Q i. r ia E n n i B _–___ _ o DAh: 11/09/11 z 1.47" o scat: N.T.S. 3 m O PVC MAIN FRAME O SNAP-IN-TRIM O EXTRUDED PVC GLAZING BEAD owo.s': KV CNNE T 2 3 CHK.at: LFS 3 ''' KiDRAWING NO.: FL-14918.25 0 SHEET 5 OF 5 02 OFFICE COPY 0 • © 2 (c )2x12-2/2). ((2)2x8- o _ x 3)2x4 SPF I 0 .POST EA. END t:. . o GIRDE.' • N" 1 '0 I : (2)2x6 SPF#2 �__, � POST.:.. 1 a o TRUSS FG7 ABOVE N • . ... N O S 3/6 E�® C 111' . • I .- - -- • III) o . .. .. III) • :_. ... - - .. - .. - x - .. • • O.: J L'_' (2)2x8=1/1 CONTRACTOR SHALL INSTALL.. L6xfixY4 x 10"Ig STEEL ANGLE CNcV f— (2)2x6 :! 12''' O.C. AT THE CORNER. FASTEN- TO EM (2 FULL HEIGHT WALL BEAMS w/(3))/2").3"-: LAG SCREWS 1111 _ STRAP ;BEAMS TO POST - c IN PREDRILLED HOLES. XcNi ' w 2 HTS16 TYP ; N (4)2x12 PT: (4)2x12.:P.T: -SEE 3/S0.1 FOR :. BEAMCON N. (TYP) CANTILEVER O 4 2x12 BEAM PAST_ POST -=UPSIDE DOWN : 6 SYP#2 P.T.-:POST 'w/ABU1: : . (3'-9" max) -HUC2 0-4 w/s/s" THREADED ROD EPDXIEf.' .6': (2:LOCATIONS) . • CO NTRACTOR PARTIAL FRAMING PLAN ° \s ,1,..,,•, INSTALLED HANGER INCORRECTLY / %, O . Luis A Pontigo PE NO,g . OCT Os 2017 : • " •b rATE. �. FL PE N9'53311 %e;'•.OM v ,••A, Az PROJECT 18TH AND SHERRY � '""�©h `� ;u► `��'''�"V`� Lou. Pontigo and BUILDER • : r: - ;,:. r : Ass..ociate:s , .-Inc . - 420 Osceola Avenue ,,-§. A.-- Jax. Beach.Florida 32250 :: 1(3 NO. SHT:NO. (('' G RAY-17-00485 4 : Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 DATE SK---3 . 10.06.17 .