Loading...
1868 Sea Oats Dr RES21-0343 8 WindowsOWNER:ADDRESS:CITY:STATE:ZIP: BARROW CLAUDE H 1868 SEA OATS DR ATLANTIC BEACH FL 32233-4512 COMPANY:ADDRESS:CITY:STATE:ZIP: Home Performance Alliance, Inc.1780 102nd Ave #500 St. Petersburg FL 33716 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172020 0576 SELVA MARINA UNIT 09 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1868 SEA OATS DR RESIDENTIAL WINDOWS/DOORS replace 8 windows $14225.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $125.00 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: 11/30/2021 PERMIT NUMBER RES21-0343 ISSUED: 11/30/2021 EXPIRES: 5/29/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 BUILDING PLAN CHECK 455-0000-322-1001 0 $62.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.81 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $192.31 2 of 2Issued Date: 11/30/2021 PERMIT NUMBER RES21-0343 ISSUED: 11/30/2021 EXPIRES: 5/29/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 L_____I ____JI DESCRIPTION ACCOUNT QTY PAID PermitTRAK $192.31 RES21-0343 Address: 1868 SEA OATS DR APN: 172020 0576 $192.31 BUILDING $125.00 BUILDING PERMIT 455-0000-322-1000 0 $125.00 BUILDING PLAN REVIEW $62.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $62.50 STATE SURCHARGES $4.81 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.81 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R18154 $192.31 Printed: Tuesday, November 30, 2021 3:25 PM Date Paid: Tuesday, November 30, 2021 Paid By: Home Performance Alliance, Inc. Pay Method: CREDIT CARD 553277510 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R18154 ~+; 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 J ;::c.Jl./r/~·t.. Building Permit Application ~ City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: ,~({6 '5'..ea Oak Dt-. A±I Q./\fu-~ PermitNumber:=---------- Legal Description ?,(.,,,·"/.0-' q -1,SJ7£/e 5 ~f.,,vJt }/L()..(tvJ-twrJ t/ lJ-/D BtlffE n I 13 0J.0-0 51(e Valuation of Work (Replacement Cost)$ 1'11Jz,5-Heated/Cooled SF /~'? Non-Heated/Cooled Z 7g • • Class of Work: □New □Addition □Alteration □Repair □Move □Demo □Pool ~ndow/Door Use of existing/proposed structure(s): □Commercial ~dential • If an existing structure, is a fire sprinkler system installed?: □Yes □ No • Will tree d in association with , □Yes must submit se r t Tr e Removal Permit ~ Describe In detail the type of work to be performed: Rfr\Wl --,t f< t f k,u.e., $ (~ e ~ii, e_, i l,.<J lv\.J lfUJ~ Florida Product Approval #,....1........__,:__..:....::....-'---''---------------for multiple products use product approval form Pro Engineer's Name & Phone# _--+'r=-=-.--------,"'t---------------------:-+---+-----=---- Workers Compensation Insurer· OR Exempt p Expiration Date l,,t... Application is hereby made to obt in 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, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, 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, o r 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 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. )! . I Signed and sw · S" f 'DmB'?k ·=~~J, ~,-.;:.¢~!25:.LL:!.~~~~c..._ ~w~;;t;"';~o, 'ir beiJiljt; L ~ofNota,y} •''.?"·"•·~-SHELBY MILAM I nally Known OR : :"A\ '< MY COMMISSION# HH □84075 [ I Produced Identification li~J? EXPIRES: January 24 2025 Type of Identification: '•{~1-:/.~?,,•·· Bondedlh ru ,._, "'·•" ,.· ... raers Claude Barrow D te• OS18 Last Revision a . 523194 P;ge 3 of6 Date Approwd: ! ~fa' Oate Measur<d: \ J ' ~ .. _;;..-~ : Tuesday, September 21, 2021 0 [?ii per doa NOT signed at ~le lmpecrion 0 doc< NOT ,igned at Sito lmp,<tl0<1 Notes: D [).oao docs signed ~t:t doo;; iigriad at Sh,: IJ11iflel;'l;ion ~ docs s.gned at !i<CE 1r11pection Jl.l'S J 14115 ' Class/Design Pressure in PSF 40 (7.68) Wind Velocity in MPH i - -• ola•f,,:ai ""':.I• ••1■ II .; I• I_.,,__~, 1 Apgg~ant • ✓ nNOC r;,,,loon Claude Barrow Frame Type \'11.J eit;j) Appllcant Phone/Email 904-705·3194 ch ba rrow@be II sou th.net Exterior Siding ~\bl JG f0-Af~~ntfnn Lc,n Cherrie Barrow Year Built 1978 Co-Applicant Phone/Emall Bucking Req Contract Date & EOR 9/20/2021 9/24/2021 Color ½.J ~ITE" / /2(/p - t10me Address 1868 Sea Oats Dr Grids City, State Zip -------------------------·---~-~-~ /('_)~ Atlantic Beach, FL 32233 Frosted 1. "'f i ~t:l1vW i.,, ~ounty Duval Impact Sales Rep Craig Barela Non-Impact Es r,J~ ,)J~'\N7",. //,;'~ fhone Number Window Shields -(904) 718-1419 Job··Phase .. '., ·• .. ' ·.'·< Phase: 1 Door Shlelds Rehash -1:.· ~ ... No Cust. lnit X Customer agrees lo the above _.,. ., -- : f(rrcA.-n;.:o.' 14b 'fh. 1 s-~ 'i'" ~ /ii-_ J.. ~t. S,.""'1~; ~'!'., , ~~l 4ib lJ8 4b ljt-'.).L ~--'Si1,.~ (!),·.t ~ ' A.~~'l\~i\ .?,i., 8/'G ~3,·11& ~-~ ..... l?l:~:..;-.. ✓ ✓ ~ ~~ Jb.t-l::-IA • ~,, ~~ 1,-, ~ 'I➔ 4-' 5"1, ii lt i1..~~ ~,~~JD~~ s _:·~~r~ 'lj", S:/2 II,,;, /"'c "'\t~h, "JL..o\~ ~ .. Die.:& j :.,,f ~/io\\ % J/1-, --• ~1;.1',filu. ;;.i,A -'¼;1~<.i~'l;! 7 ii~-lb!}. ~+3.1* % P'/i, ~\-SL,,:r,r.::,!J\.., a J~a.:i-·~~ 3. di 'I~ ,. ~ ih,, 'AA-"Si.-\~~ ✓ i../ ~ ~~ _tp,~t:.ft:,, • •• 11 I! ' 13 14 IS ' 16 " .. IS 20 - Custamer Sl1tnatu re: ;, ~~~ __ ..... Date: ]v I HS ,2..~J...\ Do you have an HOA: Yes or '-~ j /I /J,·-· [Pf~5e clrtte o~eJ Measured By: K 1L~tL .l-U..'l~/iJ ore) j1) 15 ~'• \ Do you live in a Flood zone: Yes Date Measured: I I ,ll.., (Pltalf:I ,::it(le Ma) Last Revision Date: 0918 Page 1 of 6 0) N 0) 0 <D ' _, u... en ;;: "'Cl ci d-. N 0) 0 <D ~ ' _, u... :::::: 0 N 0 ~ u co u... -.;;-Cl C .j: ~ 0 ' ~ a, :"Q vi iii c 0 N "§ I N 0) 0 <D ' _, u... ---VI iii > e a. a. <{ -u :, "'Cl e c.. "' "'Cl "§ u::: ' ~ z w z <{ 2 er,: w c.. ~ 0 u C I C .!!:' 250 Staunton Turnpike, Parkersburg, WV 26104 7700 /9900 Series Vinyl Horizontal Sliding Wind o w "NON-IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 7th Edition (2020) 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 complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. 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 and general notes 2 Horizontal cross sections 3 Vertical cross sections 4 Buck and frame anchoring (Max. Frame Size: 96" x 72") 5 Buck and frame anchoring (Max. Frame Size: 72" x 48") 6 Bill of materials, components & glazing details I - I 0 i T I I U J ~ < a , : L L < ( d x < ~ ~ r - - . . I I - I 0 i T I I d _ j 0 x < ~ ¼ - - 0 i - - - - - - - - - - 9 6 " M A X O . A . F R A M E W I D T H - - - - - - - o - J 4 3 . 5 " M A X . r D . L . O . W I D T H 7 X I ; 1 ! I I I I ; 1 ! ; 1 ! I I I I I ; ; ! I I X · ; ; ; ; , · ; , · ; ; ; ; ; . · ; ; ; ; ; ; , · ; ; ; ; ; ; . · ; ; ; ; ; ; , • ; : ; ; ; ; , • : . · : : : : . · : . · : : : . - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - . : " : : · : : : : : t ? / / : / : \ t : : : : : : : : : : : : : : t - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : • : • : • : • : • : • : • : · : - : • : - : • : - : - : • : - : • : - : • : - : - : - : - : · : · : · : · : · : · [ l ! \ l l l l i f t ! l ; l \ i . . . . . . . . . l i t l ~ l 1 ! l i l i l ; : • . . • · t s u s s t ! ~ ~ 1 ~ ! ! 8 € $ : $ Y M . a t . $ f 1 . @ ) f r p { i i i f l . i i i i i i ! m i i i M i N S l Q N H \ T r P E i i i P $ . f t i v i t § & t & W i l v ~ r n 9 6 . 0 " X 7 2 . 0 " - 1 5 . 0 4 3 . 5 " X 6 4 . 0 " G l + 1 5 . 0 3 2 . 5 " X 5 5 . 0 " G l + 3 0 . 0 7 4 . 0 " X 6 3 . 0 " - 3 0 . 0 8 4 . 0 " X 5 4 . 0 " 3 7 . 5 " X 4 6 . 0 " G l + 3 5 . 0 - 3 5 . 0 7 2 . 0 " X 4 8 . 0 " 3 . 1 . 5 " X 4 0 . 0 " G l + 4 5 . 0 - 4 5 . 0 6 3 . 0 " X 4 4 . 0 " 2 7 . 0 " X 3 6 . 0 " G l + 5 0 . 0 - 5 0 . 0 . · · · · · - ( / ) z ~ < . . : ) Q ( / ) ~ z w Q . . J a : : < t . a : : w Z l u ( / ) o z 0 ~ i = = L u : _ < ( < . . : ) 0 ~ ~ O l C l ) O l : : : ; ; . . J " ' w L i . J C / ) 0 C l ) 0 C l ) . . J L u r - - - . < ( 3 § § . : . . : r - - - . 0 : : ( . ) - c n : : J 0 ~ ~ 0 I - 0 0 : : a : : 0 : : < Q a . . a . . f 2 f 2 : : . : : : > - . . J . . J - : , C D u u u ~ ~ ~ 1 ~ I " , ~ 0 " 1 - C \ J - - o o 0 I ~ ~ ~ ( / ) c : i c : i E : i z W W 0 2 : 2 : 2 : V J r - . . . ( 0 U ) ~ 2 2 2 C t : ~ ~ ~ c § c § c § Q _ Q _ Q _ : : i : : i : : i 0 r - - - . U ) ~ s - ~ w ( 0 ~ I ~ ~ ~ 0 r - . . . ( 0 - I ' ) C \ J - 0 z D A T E : 4 / 2 5 / 1 . 3 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 6 0 9 2 . 9 c;i__ ____________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . _ _ _ = ~ - = = - . . . . 1 6 S H E E T 1 O F <. er,: c i ~ I l l I - z 4 : I - J : : J I l l z □ ( ) ~ ~ 0 J : : J I I I 3 C l ' . [ ' J ~ D N ( Q ) R:\Clients\ Win core PERMAN ENT\A -Florida Product Approvals\FL-16092 Horizontal Slider\( -Drawings\FBC (2020)\FL-16092.9-.10.dwg, 2.1 EE).,1w (/) :c ,,, .i:J IN 0 'Tl Im c.,, ~ :::,- ~ a ~ ~ :z: :;: O'" C -(') n '7', ,0 0 ~ ~ n ::! 0 :z: ./ ::c 0 ,0 i=:i 0 :z: :;: -n ,0 ~ "' "' ~ ::! ~ c.,, ::c 50 ~ ,0 ::::,i=:i 9'0 al :z: 3::;: Or- 3(") Q ,0 oO ~~ "' ~ ::! 0 :z: 0 (") :a:, :c .,, ~ '?< r z ~ I G) _. z Ci) 9 0 .. (.Q r- !"' ~ (.Q ( u, 0 (/) 0 :E ~ :!!; p r.i ~ t 3 :z: ;-i ~ 2 c.... :;,;:: !,I) _. 1 (.,,J NO. rr JsL_J u. __ ~1 ,,,--....,, u ~ u~I ~J~ -M m ~ m ;;:o 6 ;;:o \\ I I .. •, a '·. a 0 ---® 7/06/20 UPDATE TO 7TH ED. 2020) FBC LFS m-:S: .!... c:o --• .I>,. ~i .,,- ..:...~ -+ m-:S:.!... ?'~ --=< :s: ~~ I PRODUCT: '<::, ~, 11111 11111 I~ 111 6 111111 '-¾, /1\llllll 6 c.,, ::c 50 ~ 2! ~o -2: x~ O'" :ti,; cr- R-0 ~ ~ ~ ::! 0 :z: 7700/9900 SER/ES 6/01/17 UPDATE TO 6TH ED. 2017) FBC LFS PART OR ASSEMBLY: 1/28/15 UPDATE TO 5TH ED. 2014) FBC JK HORIZONTAL DATE BY CROSS SECTIONS REVISIONS © 201 3 R.W. BUILDING CONSULTANTS INC. •, a '·. ~ >< ttJ 10" l~ ~, ~ a >< . ' a . ' 6 '-~ ~, a m-:S: .!... ?' ~ ~~ 7'z ..:... . ,,,\\\11111// ,,, G SCH ,,, ~ / v.CENali•~J'-,.., : •, ~ /4 $' v•!.:-•······~u-.'',, ~ .• .. ~ No. 43409 • .. July 7 2020 -* ~ ' -~· ·* -. . . . . . : . Documents Prepared By~va \ STATE OF .• !{/ ... -,,~·· . ~ ... Lyndon F. Schmidt -=,., -~~••.~OR\0~ •• •• ~ ,$' P.E. No. 43409 ... ,, "'oN·····. --~,,,, ,,,,, 'A\. \,,, CD BUILDING CONSULTANTW. fli'Jb'.' J\}w P.O. Box 230, Volrlco, FL 33595 Phone No.: 813.659.9197 FBPE Registry No. 9813 R:\Clients\Wincore PERMANENT\A -Florida Product Approvals\FL-16092 Horizontal Slider\C -Drawings\FBC (2020)\FL-16092.9-.10.dwg, 3.1 ~~ ~::ig :::, ::::! ~ ~ ~ ..... g-n ::ig () 0 7'~ ~ ~ rn n ::::! 0 :z: ~~ ~ ::ig :::, ::::! o.O =;·~ ~ ..... :::: n 0 ::ig 3 g Q ~ :::, ~ -< ?:; ::::! 0 :z: . " . . . . . " l 14 I> I - " 1-1/4" MIN. i-i _,. _ __.,.._.1 _ EMB. (TYP .) . . . " . . . . . . . . .,, . . . . <I . . " . • . ' .,, . . • . . . " . V, 5" ('[) -,. Q ('[) @5· a. -, ~.g 5= a. "'· ('[) =~ () ('[) 0 :::i. :::, 0 ('[) -, V, "O ('[) ('[) Q :::i. 03 :::, ('[) -,. -+ -('[) -< vl "O -,. ~o 0- ('[) m ~ m ;,o 0 ;,o I~ 8 m ffi ;,o 0 ;,o ~~ ~ ::ig :::, ::::! ~n --~ ..... X n g-::ig () 0 7' ~ ~ ?:; ::::! 0 I~ :z: ;,o 0 ;,o (/) Cl ("") Cl I!! Cl)> I PRODUCT: :c 5i!:C=E-- ftj -,, '!5 ?-P ~ r.l ~-1-----1-------------t--; 7700/9900 SERIES -i r-za, .. l(.,.J ~ ; ~ ~ ~ .3 7 /06/20 UPDATE TO 7TH ED. (2020) FBC LFS 0 ~ :. ~ ~ 2 6/01/17 UPDATE TO 6TH ED. (2017) FBC LFS PART OR ASSEMBLY: I.,, ~ ~ ~ 0 ~ 1 1/28/15 UPDATE TO 5TH ED. (2014) FBC JK VERTICAL 0) t0 (.,.J I\I_Q._DATE BY CROSS SECTIONS REVISIONS © 201 3 R.W. BUILDING CONSULTANTS INC. . . '4 b, ,,. ,,. . .. " . • A b, I ,t ,,. C• I l-1/4" MIN. • EMB. (TYP.) 1-1/4" MIN. EMB. (TYP.) ,,,,\\1111111 ,,, t SCH 111 /4 ~' V.•·=·····•--"10'',, ~ .-.. v.CEN-••. ')' ;,_..., ~ .... ··. ~ N • --o. 43409 •. Jul ·, y 7, 2 o -_1" \ * } * . . • Documents Prepared By~vo· '~. STATE OF .• ii.II ... ; 1\\."• . ~ ... Lyndon F. Schmidt -:,_,_~C:••.~OR\0~.••• ~ $' P.E. No. 43409 _.., U°8Jio•••••• .. ~ ,,, ,,,,,, NA\.. ,,,,, CD BUILDING CONSULTANf!!. I ,~b'.' Jl,W P.O. Box 230, Valrico, FL 33595 Phone No.: 813.659.9197 FBPE Registry No. 9813 .. °' N °' 0 <O ' _, u.. ~ 0 N 0 ~ u co '.t: O'I C: -~ ~ 0 ' u -r::: (I) :2 vi "iii c 2 "§ :c N °' 0 <O ~ ' _, u.. -G: 1 0.. 0.. <( t, ::, -0 e a.. ro -0 "§ u:: ~ z LU z <( ~ ct: LU a.. (I) 0 u C: ~ C: -~ ~ ct: 2X BUCK MASONRY OPENING CONCRETE ANCHOR NOTES: 7 2" (TYP.) (TYP.) BUCK ANCHORING 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR • ·. MiN. MIN/CLEARANCE MINO CLEARANCE .. ·•· ... •···• .\.·• .·•··•··E .. M .. ··s·E·o·.M·.E··N·. T·. ·.··.· Jbi.f.4SC>Nky< . fQl\,biAc:¥fJT:> TYPE<<< •< >SIZE . EDGE · ANCHOR><·.·.·· ITW TAPCON® ELCO ULTRACON® 1/4" 1-1/4" 1/4" 1-1/4" WOOD SCREW INSTALLATION NOTES: 2" 4" 1" 4" 1. Maintain a minimum 5/8" edge distance, 1" end distance, & 1" o.c. spacing of wood screws to prevent the splitting of wood. 4 " ( T Y P . ) I t J 7 = a . : - - q - > - ! : : : . 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 M A X . F R A M E S I Z E : 9 6 " X 7 2 " I I I I I I 2 X B U C K I I I I l X B U C K I I D I R E C T T O I I M A S O N R Y I I ( T Y P . H E A D & J A M B S ) I I I I I I I I I I I I F R A M E A N C H O R I N G 7 ; f l t ( . ' . ) 0 Z C ' \ I 0 : : " - ~ O x : c U = a : : z c o L u < ( O l { / ) L L . J • • 0 ~ ~ L L . J 0 < ( t : : : ! 0 ) I D 0 : : : ( / ) ~ : : E l . i . . . L t . J w ( / ) a ~ 0 ( / ) z ~ I ' - < ( < ( L i . . i : . : I ' - a : : : : , , : : > < u 0 : : : , u < e 0 ~ : : : i ~ 0 c o - . . . . . . . a : : c t . a . . f : 2 f : 2 . . J . . J : : . : : > - , I I ) ( . . ) ( . . ) u e : e : e : 0 I ' - - . : j - ( ' I - - 0 0 0 ( ' I ~ C \ J ( / ) E i E i 8 z 0 i ! : i ! : i ! : U ) I ' - ( 0 I { ) ~ e e e 0 : : : ~ ~ ~ ~ ~ ~ u a . . a . . Q : : i : : i : : > ~ 0 I ' - I { ) U J ( ' I - f - ~ w z ( 0 - ~ < ( f - 0 0 ~ . J 0 : : J I ' - ( 0 - U J z f < ) ( ' I - 0 □ z 0 4 / 2 5 / 1 3 I ! ) D A T E : z N . T . S . 0 S C A L E : . 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 . : O : ' . ( I ] F L - 1 6 0 9 2 . 9 D - 1 _ _ § _ f : \ l S H E E T O F ( Q ) ' u -c: QJ ~ V) 1§ C 0 N "§ :r: N Cl'\ 0 "' ' ...J LL. -.;:; ~ E a. a. <( ~ z w z <( ~ ex: w 0.. ~ 0 u C ~ VI c .!!:! 9. ex: MASONRY OPENING CONCRETE ANCHOR NOTES: 2" (TYP.) BUCK ANCHORING 4" (TYP.)-i D (TYP.) I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ::.A·.·.·.·•·.N·••.·.•c·.••.: .. :H·.•.··.•.o·•.:·.· .. R•.··•.·> ANCHOR Mi1v.<< MIN. CLEARANCE·•· •MtN/CLEARANCE • ... 1.·.o ... ••.M .... A.· .. •.s.·.o ........ N.· .·.R ... Y.· ..................... ··./to.·•.A.· .·.:o.·. J. A.· ·.·.c.• .. E. NT.·.•····•·· > <TYPE << .. .· SIZE. .•• EMBEDMEN]" < EDGE ANCHbR\·.• .. ··. ITW l/4" TAPCON® 1-1/4" 2" 4" ELCO 114 .. ULTRA CON® 1-1/4" 1" 4" WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8" edge distance, I" end distance, & I" o.c. spacing of C J 7 = a . : " ' < t " i : ' . : : 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 M A X . F R A M E S I Z E : 7 2 " X 4 8 " 5 " ( T Y P . ) 1 1 I I 1 1 1 1 I I I I J M A S O N R Y : : ( T Y P . H E A D & J A M B S ) 1 1 1 1 F R A M E A N C H O R I N G - a . : t o ~ - a . : t o ~ [ D ~ ( / ) 0 0 0 ) 0 ) ~ 0 ~ r : : : : : : : > 0 0 l l : ' . a . . ~ l D : : : . w V J ~ l l : ' . 0 ~ ~ [ 2 [ 2 J . J ( . J U e : e : : o r - . . . N - 0 0 N N c : i d u . J L L J ~ ~ ! ' - . . C O ~ I : ? ~ ~ ; § c § 0 . . 0 . . : : ) : : ) ( . ' . ) : ' Z o : : > a : : ' < i - ~ x ( . _ ) : Z < ' - J < ( I ' - - L u . . ~ L u < ( ! : : : : ! 0 : : ( / ) L i . : l u a ~ Z Q ? < ( L i . : : x : > < ( . _ ) < ( : : , ~ e n _ ~ > - - , C D ( . ) 8 : ' S I - - 0 N ( / ) s z 0 ; E v i l { ) ~ I : ? C l : ' . : ~ c § C l . . : : : ) u z I J J 1 - z ~ ~ : : J I J J z ~ N - 0 □ . , z □ I - - - ' ' - - ' - _ . . _ _ . . . . . . _ . , _ _ . . . . . . . I ! ) D A T E : 4 / 2 5 / 7 . 3 Z 0 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 : i D R A W I N G N O . : a : [ I ] F L - 1 6 0 9 2 . 9 ~ - - - - - - - ~ .__-----------------------------------------.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - s H _ E _ E T . . . ; : ; : : 5 : ; : : _ o _ F - = 6 ; : ; ; ; . . . . . J g wood screws to prevent the splitting of wood. d, N a, 0 I.O ~ ' -' u.. ::-;:: 0 N 0 ~ u ro u.. .;:;; 01 C ·3 ~ 0 ' u -c QJ 31 vi "iii c 2 .§ :c N a, 0 I.O ~ ' -' u.. .;:;; ~ e Q. Q. <( -u ::, -0 e c.. "' -0 "§ u:: ' ~ z w z <( 2 er:: w c.. ~ 0 u C ~ C -~ ~ er:: BILL OF MATERIALS ITEM I DESCRIPTION A 1 X BUCK (SG >= 0.42) B 2X BUCK (SG >= 0.42) C 1/4" MAX. SHIM SPACE D 1/4" X 2-3/4" PFH ELCO ORITW CONCRETE SCREW E MASONRY -3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G #8 X 2" PPH WOOD SCREW ( 1-7 /16" MIN. EMBEDMENT) J 1 / 4" X 2-1 / 4" PFH ELCO OR ITW CONCRETE SCREW 1 FRAME* 2 SLIDER PULL STILE* 3 LOCK STILE* 4 KEEPER STILE* 5 GLAZING BEAD* 6 SLIDER COMMON RAIL* 7 METAL ROLLERS w/ PLASTIC HOUSING 8 WEATHERSTRIP (0.230") 9 WEATHERSTRIP (0.380") 11 SILL TRACK 16 REINFORCEMENT (LOCK & MEETING STILE) (CS TYPE B HOT DIPPED G A L V . ) * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PR O D U C E D B Y EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSION S " . 1 /2" GLASS ---i--i BITE ® GLAZING DETAIL 1/16" X 1/2" GLAZING TAPE BY LAMATEK 7 /8" THICK GLASS 1 /8" ANNEALED AIRSPACE 1 /8" ANNEALED INTERCEPT SPACER 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 P V C P V C P V C P V C P V C P V C - - - A L U M S T E E L O P T I O N A L C O S M E T I C F L A N G E S i - - - - 1 . 9 " - - 1 o . o r ~ o 1 J 0 S U D E R P U U S T I L E 0 G L A Z I N G B E A D 0 S L I D E R C O M M O N R A I L - t 1 - 1 . 9 " ; ; ; ; ; 1 L □ 0 . 0 7 ' 0 . 7 3 " ~ ~ q C " ! 0 t 1 6 R E I N F O R C E M E N T L o c k & M e e t i n g S t i l e ~ f f i e n 0 ~ 0 0 ) r o 0 ) : : : E ~ w ( f ) 0 ( f ) . : . . : r : : : < ( 0 : : ( . ) 0 : : : , 0 f - 0 0 : : 0 : : < ( 0 . . 0 . . ~ ~ . . J . . . J O U ~ ~ - - - - - o r - - - C \ J ~ o o C \ J ~ c : i c : i W W ¢ : ¢ : " < . O e e ~ ~ c § c § C l . . C l . . : : : , : : : , [ : : ! C : i z O e n Q . . . J ~ - 8 ~ a j ( . ' . ) ~ z B J N 1 - - - : : S ~ ( . ' . ) L i . . . ~ 0 . . . J . . . J c i 5 ~ > - , m ( . ) ~ ' S t - ~ 0 C \ J e n f 3 z 0 ¢ : i n I ( ) ~ e a : : : ~ c § C l . . : : : , [ J z I l l 1 - z < ( ~ : : J I l l z " ) C \ J ~ O o z 0 - - . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . [ ! J D A T E : 4 / 2 5 / 1 J Z 0 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 . : 3 : ~ l ' l F L - 1 6 0 9 2 . 9 ~ t - - - - - - - ~ S H E E T _ § _ O F _ _ Q _ n - ,..._ __________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , _ _ - - = = - _ . . ; ; ; ; = - - . . 1 ~ RES21-0343