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1102 STOCKS ST - REV 3-16-20 OFFICE COPY Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN I City of Atlantic Beach Building Department GRAY IS REQUIRED. kW, 800 Seminole Rd, Atlantic Beach, FL 32233 %I 11, Q1-3i''( Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 0236 [V Revision to Issued Permit OR ❑ Corrections to Comments Date: Project Address: 1101.-- / I f0L4 S+P S-1 Contractor/Contact Name: Stthe t - I -°` °`Y"` Contact Phone: 611_ Lf -o Email: J YID- p / 41„....511, .ej , cp r_. Description of Proposed Revision/Corrections: go/1 - ---ria""-- I /4/474-,t--- affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) Ec;E WE • W.roposed revision/corrections add additional square footage to original sub , ' I?MAR 1 6 2020I) [�No ❑ Yes (additional s.f.to be added: xY: • vitiproposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) LYiApproved C Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments 'YL/G C 1t -f-u P i C IP.-L161 �n 1 co ei. Des•. is -nt Review Required: Building '_anning&Zoning Reviewed By Tree Administrator Public Works Public Utilities V 50/ o�O Public Safety Date Fire Services Updated 10/17/18 f.2. PRODUCT APPROVAL INFORMATION O ON SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) jlGZ. C *Project Address: 1 Jo Stocks Street, Atlantic Beach FL 32233 Permit#: 'f S/'— Da 35- '' *Owner/Project Name: ASM Riverside Holdings dba Mederos Homes / Stocksill. .7wh 1n +�►e.ov0.:2 34 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. Information regarding statewide product approval may be obtained at:www. loridabuilding.3:. . r®, Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# �iv°' A. EXTERIOR DOORS co 1. Swinging Plastpro Fiberglass Door FL-15221.1 & 15220.1 2. Sliding (IT-, ..--)3. Sectional Z c'd �� 4. Garage Roll Up Clopaq---c 9x7 Steel FL-15504.23 NJ 5. Automaticb912.1" 1/41r v`N1 GESS k--L- f(0 0 0.Z .... N. 6. Other > iT it4 B. WINDOWS W Qw o 1. Single hung Mi Windows & Doors Vinly FL-17676.1 1 Z G2. Horizontal slider Mi Windows & Doors Vinyl FL-13349.2 m 3. Casement 4. Double hung 5. Fixed Mi Windows & Doors Vinyl FL-18644.1 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker OFFICE P 11. Dual action Approved By Permit Desk 12. Other Building Department City of Atlartic Beach,El Page 1 of 4 Updated 10/17/18 Category/Subcategory _ Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding James Hardie Panel & Lap FL-13192.2 & 13192.4 2. Soffits CertainTeed Vinyl Soffits FL- 13389 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles GAF Asphalt Shingle FL-10124 2. Underlayments Owens Corning Rhino FL-27945 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Uut-` Y Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor Quick Tie Cable FL-13468 2. Truss plates Simpson Strong-Tie FL-10456 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G.SKYLIGHTS 1. Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 JOB COPY In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. 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 than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): Stephen B. Altman *Contractor Signature: *Company Name: ASM Riverside Holdings dba Mederos Homes *Mailing Address: PO Box 50765 *City: Jacksonville Beach *State: FL *Zip Code: 32240 *Telephone Number: 904-626-4628 *E-mail Address: Stephen©mederoshomes.com Cell Phone Number: 904-626-4628 Fax Number: Page 4 of 4 Updated 10/17/18 iS Ili _ 023 £ 623(0 1 I 2 I 3 I 4 + 5 I 6 r 7 I 8 Door Width 9'-2"Shown NOTE: Track configuration above the door opening does not affect See chart below for other the wind load rating of the door. F —.r— door widths F Bracket 1 DETAIL op sheet2d NOTE: For lite options see Sheet 3 of 3. Flee Brachii — ( .ee: Detail H(sheet _ /— / � 1; >- / � //�� /// /��� _ S6NGLGalvanized SteeITILE �•�� `l /7// /7 is „,,,17, , /4 -� 1111Z -a E V ii v Nom Q—I i fil E Door Height -- •-- D�etalo 2of or Lock fe3) CM 8'-0”Shown Manual soar(locks are �� ` — See Chan s n S # required unless an automatic Jamb Bracket ` v� — Y 13 Y operator is installed. "+1-3- 111411 (Dotal F(sheet 2 of 3) s below for other c / 0 door heights 0 er moi' °� D a i17/ n iiii "+/-3" 0_ ¢ 0 D t>. t---► � I_ Oh _ • f !11 Bottom Bracket End Hinge Strut&Strut Attachment Intermediate Hinge Detail C(sheet 2 of 3) Detail B(sheet 2 d 3) Detail E(sheet 2 of 3) Debit D(sheet 2 d 3) 10?+/-3e— Digitally signed by John E.Scates P.E. Date:2019.07.17 11:09:28-05'00' C Jamb bracket quantities shown ore for use NOTICE: C with grade 2 or better southern pine jambs. hem sa drowings ore a supplement to 1)I1 l(/ This product has been evaluated per ANS DASMA '08 for static ales the installation instructions for a \' '' / pressure. Supporting structural elements are to be standard door and only covers those \� E' $'� /// designed by a registered professional y \ engineer for specific wind loads. To procedures that vary from standard \\ (•,lila d, gin p \ f"•, door installation. If these specific �' / MHT 8082_80 SENumberDoc, Total Total 00f RIE$ � No.of �"�"�ss"d�B doorjamb maynot performnot asdesigned. No. r — 51737 HT 81 6 2_81 SERIES Sections ...aerie,eal4 NOTICE: _*: a •1*FE HT_8362_83 SERIES C-0' 3 3 2 The lite section of this door may be , HT 846284 SERIES e'-0' 4 3 2 replaced with a section with another 0 STATE OF lite style oro solid section. In either HT 7062_70 SERIES HT_106210 SERIES 8'-0" 4 9 3 c se the strut and stile configuration ....- 0••,FL ORtQ�••O\?\�� HT__7162_71 SERIES HT_12&2 12 SERIES 6,-84 3 9 should remain the same. / lc --- \ B HT_80&2_80 SERIES HT_72&2_72 SERIES HT_14&214 SERIES 8-9" 4 3 3 NOTICE: //// 8j0NAL t•A>\\ B HT_81&2_81 SERIES HT_73&2_73 SERIES HT_18&2_16 SERIES T-0' 4 3 3 Only one lite section per door is /0411111"%. HT_82 6 2_82 SERIES HT_74 6 2_74 SERIES HT_32&2_32 SERIES T-9' 4 3 3 permitted. The lite section con be HT_9O&2_80 SERIES Arlon Pullen iso BERMS HT_33&2_33 SERIES used anywhere o except for the 256 E Seo Artes,hur P.E. T$ 4 9 3 bottom section. If the lite section 2560 King Arthur Blvd. Ste 124-54 Dow Widths,Dosidn Preemies End Minim=Center I.11Nsum Center Minimum Center Imppaacc1t 7'-e" 5 4 3 is not the top section then the Lewisville, Texos 75056 Up To s -ps BIN*611 este. tinges tires Hinges Mee Hinges Resl.t * T-B" 4 3 3 struts must be located as shown in Florida P.E. N 51737 — B'-2 27.8 -31.4 Stade 1 1 1 1 1 1 NOT-17the STRUT CONFIGURATION on page W-2" 24.8 -28.0 811011 1 1 1 1 1 1 NO e'-0" 4 3 3 3 d 3 a#113880.2 Professional Engineer seal provided only for 10'-7 20.1 -22.7 Engin 2 2 1 1 2 2 NO verification of wind rood construction details. 17-2' 14.1 -15.8 Simko 2 2 2 2 2 2 NO C-0' S 4 9 BYcarnia This product is designed and sold byPSF. The AHJ or Engineer of Record is responsible for determiningthe Maximum section height is 24 in. Q 42'HT 600.wq,moo,ema its®ffaWUT8D any 9 P if— ns1raf AAD SECTIONAL DOOR A PSF required for given site. Maximum door height is 16 ft. DESIGN PRESSURE.34.0-7/1.9 ISP A All doors, even those above the tested height, are available A N,+aOer my•MeONeift WL-0600-OI10-08-25-28L I ma 1 with jamb brackets or commercial full angle. The maximum spocin9 of the jamb brackets/track clips should be �� 111111111111111: WS 111111110!7/2/1/14eel itis 7/12/19 maintained. e�e�PeeY =asp See Sheet 3 1111111:11,3 1 i 2 r3 i 4 t 5 8I 7 I 8 OFFICE COPY Approved By Permit Desk Building Department • V 1 I 2 1 3 1 4 i 5 I 6 I 7 1 8 PUSH NUT PUSH NUT ■ 7/16' END HINGE TEK SCREW _ 7/16" ��� SeeDETAIL K for See DETAIL K for push nut push nut 14 Co Galvanized Steel , -- 1/4' X 3/4" Hex Washer Head F �� placement. welf Drillin 3 rBottom Bracketr' placement. 1s9 ( Pe ) F Iii=� �Iicrime, ADJUSTABLE TOP FIXTURE TEK SCREWlittlp, �! BOTTOMBCKET��� 12 Go 1/4' X 3/4' Hex Washer Head 1�1 TEK SCREWO � 13 Co Galvanized Steal y4_ Self Drilling (2 per Bracket) 1/4'X 3/4" Hex Woaher Head� TEK SCREWSelf Drilling (6 per Hinge) PUSH NUT — 1/4"X 3/4" Hex Washer Head 7 16'' Self Drllng (4 per Bracket) , BRACKETDROOM TOP I PUSH NUT ���a�� See DETAIL K for push nut QaD 7/16" placement. See DETAIL K for push nut DETAIL A LOW HEADROOM DETAIL B placement. DETAIL C BOTTOM SEAL E TOP BRACKET E 4 NM 2 1/4" x 2 3/4" E STRUT 18 Go 70 KSI Minimum INTERMEDIATE HINGE Galvanized Steel .11111 18 or 14 Go Galvanized Steel JAMB BRACKET A'I• TEK SCREW �- `4 Ilk 12 Go Galvanized Steel Q�a� SLIDE LOCK or LOCK BARS — illa1EK X RE4"(4H ex Woaher HeaO �� l, (not required with operator) aP 11Self Drilling per Hinge) 0 r (� �� I I,���'� TEK SCREW V . ..m .... . lirI■ 1/4" X 3/4' Hex Washer D NOTE: The location of the 24 BOLT & NUT �QIIyHead Self Drlling (4 perD intermediate hinges is TEK SCREW PIP 1/4-20 X 5/8" Carriage \�f'/ Slide Lock) indicated by the toggle 1/4"X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer dimples at the top of (1 per "at (1 per Jamb Bracket)DETAIL D lock section. DETAIL E Head Drilling igH2 Ie Intermediate Stile) DETAIL F DETAIL G — #110 AND*POUT _ f. BRACE WA 00 ° t , NOTE: Details on some views omitted for clarity. r� c II?� Double end stiles and end hardware may be C � o l provided on wider or heavier doors. C 11 �-- nMaximum \.%%E UH RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 1/2" FLAG BRACKET �% o\oirai••• I COMMERCIAL For Standard, High For Standard, High m i For Low Headroom & Vertical Liftg & Vertical Litt DETAIL K 00 000" , 1....k(i....:108.;ronn.rt.,117037:rj)` •• _With 2" Track and With 2" Track and With 3" Track and There should be a space of o•'' BOLTSingle End Stiles Single End Stiles Single End Stiles maximum 1/2" between the 5/16 X 1 5/8" Lag BoltALTERNATE BOTTOM BRACKETS roller hub and the outside01" (4 per Flag Bracket).edge of the roller holderODNOTE: The bottom brocket tested(shown in DETULc) a the lightest bracket ovoiloble. which is set by the push BOLT & NUT Track a 1 3/6', 1 3/4",2'&3" nut. &4/4020 Hee'Washer Bolt Nut ///, ;,``\ B (2 for Horizontal & 2 for Min. POLYURETHANE FILLED DOOR SECTION Min. Vertical Track) John E Scales, P.E. of 1' Minimal 28 Go Galvanized Painted Steel Skins of7" A v rj r I 2560 wis King Arthur Blvd. Ste 124-54 — _ J ' '1/ Lewisville. Texas 75056 _fie I/ Florida P.E. # 51737 `. .`.`.`..:.:::. ':sal 3L� I. ■ F.#16660.2 Professional Engineer seal provided only f or ROLLER ► �■ reritiaation of wind load construction details. BOLT&WASHER 13 L TRACK-2"Nominal WOOD JAMB I ut 6/16"5 1 6/8"Log Batt&2"O.D. 13 Go Galvanized Steel tested. 7/16"I.D.Flat Washer 3"Nominal 13 Go is oleo The vertical wood jamb 2" Diameter Nominal eTereao,an,mao,smtraeeB�M,vtes A NOTE: Jamb bracket most be in approved as an alternate. foetenare may be counter sunk Eleven Ball Nylon or DETAIL H WQTDWAD SBCTIONAL DW{ A direct contoot with the 2.6(No to provide a flat mounting Ten Ball Steel with NI 0860381 PRESSURE F]W'9ea!! drywall atlae.d). surface. See jamb attachment ABeddow rbmPnm' NOTE:The flet wash.,is not required details on sheet 3 for attaching a Minimum Workable ,lenmeim W1,0600-0110-08.25.28Lti for angle mount. jambs to the structure. Shaft Length Shown. asp mumMvs(N11 owe 701114!seRss!Trivte �ee�trsir ma* gee Sheet 3 MN:2 SP 3 1 I 2 1 3 1 4 } 5 I 6 I 7 I 8 1 2 I 3 I 4 5 8 I 7 8 PFASASTTENERHEADER CONTINUE MODEL NUMBERS AND LITE OPTIONS . NOTE:GLASS airflow ARE AVAILABLE M al1MMMIII.ACRYLIC,P0.YCM.OATE TEMPERED AND NSU ATLDOLA/n INR. F 'IMIR UTE OPTIONS AVA.ABLE F MODEL NUMBERS GAINSAY RAN01 RANDNO mii r+m=u. 2 XII GRADE 2 OR BETTER SOUTHERN AVAI.ABLE HOUSEM 012 2400 '"/OfR�'' PINE JAMBSHT_1482 14 SERIES X X SEE CHART FOR WOOD JAMB ATTACHMENT HT_16 8 216 SERIES X X TO BUILDING STRUCTURE WOOD JAMB ATTACHMENT /1T_32 a 2 92 SERIES X X BuildingBuilding ^ w...Wow 111•10C v rwr� HT_338 2 33 SERIES X X — sY1cILn Falwr Type uw.w.re Dry. 'Crew on HT_70 a 2108ERIES X X X X X Mn.2500 PSI b Taman+(PULS) r 2.80' Low M• 861 Hr_12&2 12 SERIES X X 4000 PSI Comets 1/4'wl 1' washer OPENING �,s OPENING -1.— HT_80 8 2_00 SERIES X E HEIGHT WIDTH Kw r 1 117O1.AW er 1.50' 1.50' 1.60' 24' 620 H7_81 82_81 SERIES X E MAXIMUM ON Spuds Pine Rr 31'VD8wi 150' 110• taw 24' 462 147_63&2 133 SERIES X 1 1A'O CENTER SPACING wwlr HT_04 i 2_84 SERIES X e e NOTE 270 mooted b Ir wY nut M Sa11Nn Pane Orode 2 ar bear. HT_ID 8 2_70 SERIES X FIRST FASTENER 4'b10' 11T_718271SERIES X — e I- ABOVE THE FLOOR a HT_72 8 2 72 SERIES X — HT 73 8 273 SERIES X HT_74 a 2_74 SERIES X • HT 80 a 2_80 SERIES X NT_81 a 2_81 SERIES X D .I .I .I .I .I8w X D I ION 31111! 3111 r 17114• 211? 211? Oro y ,4I �I �I �I I I I I x12510 AAY 1.1 III It 91/T s31/4• 1411!16• F HT L DAY Lxarr WOOING(a101-WDE.TALL B-•I • 4m•ricvnTrodnion Ins option i.oveileDl•In torn woe or n.ulat•d plea units only. B •11014 III I L •i BON C SE ION SE ION I I L L ION III - L L ION I �� vOM 111104 1CSMa j •! •! No.51737 _ 4r 1*= L L L L LI ' =*1 B L IE LGN L ION L roe S ,L I I I L1 ' I I I /,,'Fa ION ,+```````\ B John E Scales, P.E. 1 1 1 1 1 1 1 1 2560 wis King Arthur Blvd. Ste 124-54 — Lewisville. Texas 75056 _ Florida P.E. p 51737 #166802 Professional Engineer seal provided Only for verification of wind load construction details. BL7.1a At H1JHIH1 V?STYE700.SC 100E900MUS/11/42110 /� WM LOAD SECTIONAL DOM 0.110110 �t /4110N 0S:IIO011 S 4!NM HYMN SUET!4 T10AI 0 !MONO MONO 7!TONS 716710. 1IST5a 7i1QS NQ 1SPOM eexnaa 6 O S 1IOS 0011cnO0 Norl9.teee.m r nQr. DESIGN PRESSURE♦24,y-7L01� A WITH LITE SECTION AT TOP WITH LITE SECTION ANYWHERE EXCEPT THE TOP AND BOTTOM SECTION YW .Mem a.:WL-0600.0110.08-25.281. Ina I STRUT CONFIGURATION w.u..c... MIRIMt bays 1YVO NI!7/23/14 ISM Ms 7/12/19 •ewMrrN Mean See Sher 3 818!0.31P 3 1 I 2 j 3 I 4 t 5 I 8 1 7 I 8