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1832 TIERRA VERDE DR RES19-0018 WINDOWS, BEAMS, SLAB PERM OFFICE COPY ALL Revision Request/Correction to Comments **HIGINFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. vs / 800 Seminole Rd, Atlantic Beach, FL 32233 _� Xi 9- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Lr L,s' i -0u ( b N Revision to Issued Permit OR ❑ Corrections to CommentsDate: 692 () `72() am711 C�' Project Address: 'j ? 7-e4- a, - /(-4‘2- fid Contractor/Contact Name: 4 ` l/ �� < Contact Phone: c9) ! 5 / /` 7f Email: / ')61 `7« /1/ Description of Proposed Revision/Corrections: r \./ goe/lic S,‘ ,9-// >r--- er-s, , - ,-.--- ,—, u ''. affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) FEB 6 2020 • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: ) Building Der !rtrnent City of Atlantic Beach, FL • Will proposed revision/corrections add additio:. • ,\n building value to o[iQ ijl al submittal? ❑No ❑*Yes (additional increase in buildin; �1 55 OD /) (Contractor must sign if increase in valuation) /l`c *Signature of Contractor/Agent: %�� (Office Use Only) 1 rf Approved ❑ Denied I Not Applicable to Department Permit Fee Due $ Revision/Plan Review Comments 604 4 lad1 Jt, 13 cTc4 Coe/ (? vi i-ch cioc.v rin-eAIN pa7 f-r2 Department Review Required: ul ing a oning viewed By Tree Administrator Public Works Public Utilities t-/1 y)2o 2d Public Safety Date Fire Services Updated 10/17/18 - i----Lri Fi3r.k ,F,Et gawa crow 'C:111111110"''DADEApPROVCErjNTY ACCRWOID _....._..._.___ ACCREDFrED LABORATORY t , ':.',.•,:'!!;.1*,,,, , , ... July 30, 2017 Pingsheng Zhu, P.E. OFFICE COPX , ?---, s Product Compliance Engineer 1-- L.--- t -51q. 2_ James Hardie Building Products 10901 Elm Ave •:.,,. . , . Fontana, CA 92337 REVISION Re; NOA-17-0406.06BP# i2 3'/9-co/k Relative to FBC 2017 Project R10-2679AA-17 DATE .a- / /g /c020 . SIGNED 7)1 .. Dear Pingsheng: After review of the 2017 FBC, it is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida Building Code Referenced Standards in the 2017 FBC: 1 Wood AWC NDS-2015&SDPWS-2015 2 Structural Loads ASCEJSEI-7-10 3 Concrete.ACE-318-14 4 Masonry.TMS402-2016/AC1530-13/ASCE-5-13 5 Structural Steel.AISC 360-10(Including manual of steel construction 2010(1e'edition)) 6. Cold-formed Steel AISI 100-12 7 AluminumADM-1-2015 In addition, I am making the following Statement of Independence as requested: 1 Ronald Ogawa does not have nor does it intend to acquire or will it acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued 2 Ronald Ogawa is not owned,operated or controlled by any company manufacturing or distributing products it evaluates or inspect 3. Ronald Ogawa Inc does not have nor will it acquire a financial interest in any company manufacturing or distributing products for which reports are being issued. 4 Ronald Ogawa does not have,nor will it acquire a financial interest in any other entity involved in the approval process of the product Should you have any questions on anything, please contact me Sincerely, 7-------Th till% ()GAN °•••,... ti - • ' .i (. ' ''''---/Th`----,, 0%1 `...*..... ..*.;i-mArt' -...4 % ,..- • \•• , ' •• 7:- Ronald I Ogawa, RE. # % • , 'er A • . RI Ogawa & Associates, Inc : ' : I. 4 : * . IAS Laboratory Approval, TL 360 . . * IAS Quality Control Agency. AA-705 *:: * : ... : Di" cr ; i CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity „ .11.. - 1) FLORO :•/'• aiv — t ! State of Florida Approved Validator and Third Party Quality Control Agency -- gt.••••.. ..•.' \,\CI., %r' 0 I (714)292-2602 ..,_ A...., . YS/ONPA- ',/'1 II ron@riogawa corn „ "ifff1t#10'1 CC: Roger Ogawa- RI Ogawa & Associates. Inc. Karen Ogawa- RI Ogawa & Associates, Inc. ------------ Lab Address: 1985 Sampson Avenue,Corona,CA 92879•Phone(714)321-4939•Fax(714)908-1815•E-mail.rouer@riogawa com Mailing Address. 16835 Algonquin St #443,Huntington Beach:CA 92649•Phone 1702)491-3710•Fax(714)908-1815•E-mail:gebbiyAriogawa corn Engineering•Quality Control•Product Development•Inspections•Code Consulting•Expert Witness•Testing James'Hardie Building Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #13-0311.07" 1. Drawing No. PNL, PLK& SOFF,titled"HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013,prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA #13-0311.07" 1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel,prepared by Intertek Testing Services NA LTD,Test Report No. 100733361COQ-004, dated 08/24/2012,with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet,P.E. "Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202&203 03/18/96 A.N. Reeves P.E. 3. ATI 16423-2 PA 202 &203 03/18/96 A.N. Reeves P.E. 4. ATI 16423-3 PA 202 &203 03/18/96 A.N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA #15-0122.04" 1. Statement letter of code conformance to the 5th edition(2014)FBC issued by Ronald I. Ogawa&Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa,P.E. etafr 04 all 7017 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date:May 1,2022 Approval Date: May 4,2017 E-1 K WALL LENGTH • PRODUCT DESCRIPTION SEE HardiePanel0,Ceropanelei7,& Stud Spacing at 16'O.C. DETAIL A Prevent Panel Siding materials are 6+7 I. I nonasbestos fiber-cement products }- --a-. --_. _ r ik ,y5" ,��:` 5/8"lfilck t 5 I APA rated tested in accordance with ASTM Trr�t>i I ii PY ��------`- • ^•__--- -------�;(� Q�a��IA �. { plywood sheathing in C1186 Grade Il,Type A and meeting � ; i I i.1 II 1 i�T ,..', •.., ` .' accacdance with Florida the requirements of the Florida I.i 1.1 tt'f •�.;�\.� p', . Build'ng Code Section Building Code. t ••. 23223 re comilrOng wl L.,1 , !• ; ' ,� ~�4 i' $ PANELDlMitif�LS]ONS 11 Water-resistive Width Length Thickness WALL lr�ail�. 91 2'-� : ` bonier per Florida 4' 8,9,10' 5116„ HEIGHT -� 7 -II,y r��it'�� ' ! � Building Code 1 Y +ter! 'C0. � , �' - �� Section 1404.2 DESIGN PROnSStlRE�ATtPJG vrrpdw�e . f ,r''-�i'0 Installation Design Pressure i i - a 2'X 4"S-P-F Wood Studs -76 psi s �- Wood Studs HanliePanel, Impact Resistant— PRODUCT RENEWED i --'41 at - .` Planks installed over 5B"thick/5 ply as complying with the Florida B -� SEC iIOh1 -B Cempanel, APA rated plywood sheathingBuildino Code Nailsat 16' O.G.(typ.) Prevail Panel NOA-No. 17-0406.06 3/8"Minimum Edge Distance Siding Expiration:,.te05/01/2022 Byif AIL HARDILEPANEL}C5AA NE_L,PREVAIL.PANEL SIDING INSTALLAT ON DETAILS Sheathing fastener,as described in All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's Miami-Da a Product Control _" Note 1 installation recommendations, and the applicable sections of the Florida Building Code. `N • Wood studs where Hardie Panel, Cempanet, Prevail Panel Siding will be installed shall be ..---- '\ Panel fastener,as described in designed by an Engineer or Architect per the Florida Building Code and the requirements of this /� \ Note 2 N.O.A. PR / REVISED . (Note 1]5/8"thick]5 ply APA rated plywood sheathing shall be attached to the studs in all iraliapifies*ft Ow-M>i& \5r accordance with Florida Building Code Section 2322.3.Estiliiibi Cella • The siding panels shall be installed over 5/8"thick/5 ply APA rated plywood sheathingsupported pP AcciFpursea Q4----_.z.�_ 1 HardiePanel,Cempanel, by a minimum of 2"X4"S-P-F wood studs spaced a maximum of 16"O.C. Hot �r 70,`? Prevail Panel Siding • [Note 2]The siding panel fastener shall be a 2"long,0.223"head diameter,0.092"shank ��%�' diameter,corrosion resistant siding nail;the fasteners shall be spaced at 6"O.C. at panel edges Elof'he ,, . � ba) i and intermediate studs;the fasteners shall be driven through the 518"thick/5 ply APA rated i"�01�` ` plywood sheathing into wood studs located at 16"O.C. 1 1, f/Water-resistive barrier per • Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from \, Florida Building Code Section corners. \` A .� 1404-2 ,\ / t HARDIEPANEL,CEMPANEL,PREVAIL PANEL 5/8"thick/5 ply APA rated , ' .4 ' I , INSTALLATION DETAILS WOOD STUD CONSTRUCTION plywood sheathing fastened in i' i' James Hardie Building Products,Inc. accordance with Florida Building ,` ri �+ ' '"', ',''; 10901 Elm Avenue Code Section 2322.3 J+� 1�.?�+� t '. Fontana, CA 92337 2"X 4"S-P-F Wood Studs Phone;909-356-6300 SIZE I FSCM NO PWG NO I REV The wall and soffit frames are to be designed Fax 909-427-0634 A f PNL�-PLK-SOFF 1 bythe Architect or Engineer of Record in . -'_ " anew 1 OF 12 compliance with the Florida Building Code. Creator:E.Gonzales SCALE 1/2" 1'-0Date:4/24/2013 1-- ___ - Cladding Fastener Spacing per Florida Building Code Section 2322.3 ----16.fl0in. P • - __i_..-_. J Framing • • '• E�Rn7UCi REVISED • Fastener Spacing per Florida Sheathing e■amtpl!i**wttbibe-FtoeAt Building Code Section 2322.3 BOIIEing Code •Accopsanre No -012 .i' Expin+Ilc/Bete 41Il11'E_+ 1. ' f 'AMA . Prr�duc4 C'Carol I•I I• a i if 1 f 1 {i �'�� Its .• .. .. , . _ • PRODUCT REVISED• PRODUCT RENEWED I I eskt .�� sr4. ,4 ' Se as complyingwith the Florida ��` to �y•'. �+Haddmig C'�ode i3 f. c27 Buildinoe I : • �' t ••t • A Pio 43.-4 NOA-No. 17-0406.06 • ` i'l = * ` �s/GII. 'l7 I * •. \ a�S Is Expiration' e05/01/2022 I -o STA O 15 BY i Cot B -'gyp " Ft0 • Miami-•a. '0�duct Control I — <�'S ""- i % /ONA� � ' • FRAMING ■ NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O.C.FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREBOTTOOMMCONNECTION) WITH 12" 16d COMMON NAILS(2 PER TOP AND NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING ■ NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD HARD(EPANEL,CEMPANEL,PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322.3 � '� ;: (.,ADDING James Building Products,1nG. ■ THE PANEL IS FASTENED WITH 2"LONG,0.223 HEAD ■' 1Hardie ild Avenue DIAMETER,0.092"SHANK DIAMETER, CORROSION JarnesHardie•; 1F0901 E CA enue RESISTANT SIDING NAILS, PLACE NAILS 6"O.C.AT 2337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 90g-356-6300 SIZE KSCM NO OWOHO Rev Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator: E.Gonzales SCALE 1"=1'-0" Date:4/24/2013 SHEET 2 OF 12 WALL LENGTH H SEE PRODUCTDESCR€PTlOFl Stud Spacing at 16"0.0. I HardiePanel®, Cempanel®,&Pi'evaile DETAIL A Panel Siding materials are nonasbestos BA-- l 1fiber-cement products tested in ! {t 1.I / . 5/8'thick/5 ply APA rated �__.. _•-• -1-----;-----:----_.-,-t • ,....____:.__..H ' , ! accordance w[th ASTM C1186 Grade II, j i ,,,,,,, 47„.� plywood sheathing fastened . ; t19 ai i i 0 G4 4 f\ to metal studs as described Type A and meeting the requirements of l ti� the Florida Building Code. • ' � - in Note 1 with Salida I est' I " ' t i• erl a \.•' " • PANELPIN EISLONs it xcode m f i ,1,71 v7 �• `i q ` Water-resistive Width Length Thickness WALL , 4 .i No. - \ barrier per Florida 4' 8,9,10' 5/16" HEIGHT a. • �� ( ` * N Building Code • . 'B !W I*" •i i, 'fit' Section 1404.2 pESIGiJ�RE5SLl$E RATJN_G_ yy _-0 : STATE 'F Miami • Producicoetr .:tii J� • Installation Design Pressure • �' • l i - 0,c; F40 R1Q r l 20ga.3-5/8"x I-518" Meal Studs -104 psf i �i V' Metal C-stud l 1 __ i ---:1-1"-.7.-----;----` /ONii Impact Resistant- ; -_ . • - ---_._._.__� >> HardiePanel, + "-' ri Panel installed over 5/8"thick/5 ply i 1 H H _S.i~CT_LO. 6 cempanel, B ,F__ I APA rated plywood sheathing I Nails at 6"Q.C.(typ.) Prevail Panel 318"Minimum Edge Distance Siding HARDiEpANELSEMPANELL,P( EVAILPANEL_SIDING INSTA_LI ATIO_N DETAILS . - All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's • D_ETAILA installation recommendations,and the applicable sections of the Florida Building Code. ▪ Metal studs where HardiePanel,Gempanel, Prevail Panel Siding will be installed shall be ,.' . Sheathing fastener,as designed by an Engineer or Architect per the Florida Building Code and the requirements of this «�61r N described in Note 1. N.O.A. Et.e�DtJ aewi EDF • \ • [Note 1]5/8"thick/5 ply APA rated plywood sheathing shall be attached to metal studs at e'oc the lorida at panel edges and all intermediate supports using a No.8-18,0.315"head diameter x 1-114`long ;11/1188Mie \ Panel fastener,as described In bugle head screw \ Note 2 be installed over V%o '�� r The b panels minmum 20 a,Nominal 33.5/8"X 1`518"Metal C-studsplywood spaced a maximum of 16" supportedY g I i "J ', O.C. Coeval ; HardiePanell)Siding [Note 2]The siding panel fastener shall be a minimum No.8-18,0.315"head diameter X 1-518" i long*ribbed bugle head screw("or screw shall have at least 3 full threads penetrating.metal -�- framing);the fasteners shall be spaced at B"0_C.at panel edges and intermediate studs;the %:711,--.,..V fasteners shall be driven through the 5/8"thick/5 ply APA rated plywood sheathing into metal Water resistive barrier per studs located at 16"Q.C. \` / Florida Building Code Section . Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from N // 1404.2 corners. r ,, HARDIEPANEL,CEM PANEL,PREVAIL PANEL --,'•-- 518"thick/5 ply APA ratedgi INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCT RENEWED plywood sheathing fastened t as complying with the Florida to metal studs as described -! James Hardie Building Products, Inc. Building Code10901 Elm Avenue NOA-No. 17-0406.06 in Note 1. JamesHardie Fontana,CA 92337 Expiration D. e05/01/2022 20ga,3-5/8"X 1.5/8"Metal C-stud phone:909-356-6300 SIZE FSCM NO owu'Na REV By tar , The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF 1 r.. the Architect or Engineer of Record in - Miam •a•e Product Control compliance with the Florida Building Code. Creator. E.Gonzales scan: 112"a 1'•0" Date:4/24/2013 -vHEeT 3 OF 12 ._- L____ Cladding H6.00in. 1.*- -*---16.00In. -T-- •I • I I � I I i 6.001n. I Framing 4' i I,I 1.'1I'i I Il I I II PRODUCT RENEWED 11 • 1.1 T I•j I'1 I Sheathing as complying with the Florida 11 6.00In. I I Building Codei-I I.I NOA-No. 17-0406.06 —1-- I" I I Expiration ' te05/01/2022 I P 6.00in. I I I I 1� i Miami . - •e Product Control I II I I I tit}11��, OSA ,r, _ i PRODIST REVISED 1.1 f•I ��'- 1/11 •S'• as complying CT a o c+mirng with tha Floriie 1 I I I ``t �,• �• rC' i. •. � e�Acceptance No � 1{GPailditig Cot*� ewe ryo(5 1" 1 I I 71 .I • ' Na. .4 12 C B ft t�iy%'" 1 I • I I .d STATE OF ,. tavm�e Product Control Ptoduof I.; I•I _ �0 Ft 0 R1QQ ' l' [l s 0NAL : , • NOMINAL 20 GAUGE 3-5/8"X 1-5/8"STEEL STUDS 16"O.C. FASTENED WITH 518"WAFER HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREB • THE WALLECF FRAMES ARE TO DESIGNED NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT T OR ENGINEER OF RECC ORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING ■ NOMINAL 518"THICK/5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6"OC AT PANEL ? FiARDIEPANEL,CEMPANEL,PREVAIL PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A I; HEAD S,0.315"HEAD DIAMETER X 1-1/4"LONG BUGLE INSTALLATION DETAILS METAL STUD CONSTRUCTION HEAD SCREW " 1 CLADDING f James Hardie Budding Products,Inc. • THE PANEL IS FASTENED WITH NO.8-18,0.315"HEAD I : 1rdie DIAMETER X 1-518' LONG CORROSION RESISTANT +�amesliardie. 10901 Elm CAAvenuee RIBBED BUGLE HEAD SCREWS(SCREW SHALL.HAW AT M NO FSCalta Na I REV LEAST 3 FULL THREADS PENETRATING THE METAL Phone:909-396-6300 SIZE I pNL-PI_K-SOFF it FRAMING),PLACE SCREWS 6"D.C.AT PANEL EDGES Fax 909.427_0634 A AND INTERMEDIATE STUDS Creator: E.Gonzales SCALE 1".1'-a" I Date:4124/2013 'SHEET 4 OF 12 �W 16.00in. 1-0-- 18 in.OC----... Cladding 6.O�in. I - . "I '• Framing I 1• I i • 1f 6.00in.00 I ! I Sheathing PRODUCT RENEWED . as complying with the Florida • - Building Code ,� NOA-No. 17-0406.06 { • 0.75in Expiration D.teO5/01/2022 "� • ByI• �,,r //r/ Miami-ea. - Product Control i V I ,t,16it l,� OGA�/�/ • ... ... ,.I REVISED `,1 ....` .t" '9 w with the Fle ids ,�_I p? rn6 with the Florida Code � 1 I ..No.44 ( 6` Aco oslvo lernie Cock / 'LJ`//,•6/ ,. . No -! a.1 all' •I�sU. ► A,121 • ---r---I—`_ BY , - t �:!"'irw` ce.roi • -o STATE OF =�cr ; 58,25in. I 0./,,. LQR1 �'• .� ,,s " • fi.. JQNAL 4,1 FRAMING • NOMINAL 20 GAUGE 3-5/8"X 1-5/8"STEEL STUDS 16" O.C.FASTENED WITH 5/8"LONG RIBBED BUGLE HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE ■ BYE THE ARCHITECTL AND EORT FRAMES ARE RECORDO DESIGNED NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) ENGINEER OF IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHINC •� NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD • SHEATHING TO METAL STUDS AT 6"00 AT.PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A ' NO.8-18,0.315"HEAD DIAMETER X 1-1/4"LONG BUGLE --, .0-, HARDIEPLANK,C£MPLANK,PREVAIL LAP SIDING HEAD SCREW �:' CLADDING INSTALLATION DETAILS METAL STUD CONSTRUCTION • PLANKS OVERLAP 1-1/4" • I r' • * THE EXPOSURE IS 8-114" James Hardie Building Products,.Inc. • THE PLANKS ARE FASTENED WITH NO,8-18,0.315" I 10901 Elm Avenue HEAD DIAMETER X 2-1/4" LONG CORROSION- amesHa.r die Fontana,CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS(SCREW Phone:909-356-6300 sits FSCnt NO DWG NO SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4"UP Fax 909-427-0634 A PNL-PLK SOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH Creator. E.Gonzales sCntt 1"=V-0" Date:4/2412013 SHEET 8 OF 12 ' STUD LOCATION -u WALL LENGTH r, SEE PRODUCT DESCRIPTION Stud Spacing at 16"0.C. DETAIL A HardieSoffitm&Cemsoffit®materials ark B*-- I i nonasbestos fiber-cement products tested in accordance with ASTM C1186 Grade II,Type A a =-- ' n;--•' -1 ' iR ' ' r4 '' • • ' '-'i—` i' and meeting the requirements of the Florida •.1 ( 1:1I i:+ Building Code. . •i i SOEEITQMENSIONS i ! 1 i I i ? 2^x 4"S-p-F Width Length Thickness WALL •'i i I'� • Wood Studs 4,' 8' 114" HEIGHT. ,, �. i 1 I.�. DESiGN�R£SSURE RATING . i I. HardieSoffit, Installation DesIgn Pressure i (• • Cernsoffit Wood Studs -70 psf I } i . , lRNr///rii�i�, SECTION$_Q %`''0 B'(J PftODtJCI REVISED . S J ; Nails at 4"O.C. (typ.)pRoDUCt'REVISED i v.idi aye t?lorid„ ` 3/8"Minimum Edge Distance •alW „ lying wide e FloridaFlorid► u,. ycode No. 4" 21 Bididing CodeAcceptance No - u- -'',,$ 4.1 / i �� !�1� -�'do _ STATE OF •• � D_ETA14A gy —Xe r►-- Y Product Control -9� F((?R IOP• `�'`t`. --�` //gy�p'Al /'/ ` \\\` Af��'""/ter//J flit!f / - \ . 1 \ HA_RDiESOEF_LT,CEMSOFFIT_PANEL_INSTALLADDN_I]ETAILS / \� Soffit fastener,as 2 All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's described in Note 1 installation recommendations,and the applicable sections of the Florida Building Code. PRODUCT RENEWED \, • Wood studs where HardieSoffit,Cemsoffit will be installed shall be designed by an Engineer or as complying with the Florida ' Architect per the Florida Building Code and the requirements of this N.O.A. Building Code w The soffit shall be installed over minimum 2"X4"S-P-F wood studs spaced a maximum of 16"O.C. NOA-No. 17-0406.06 - I HardieSoffit,Cemsoffit • :Note 1]The soffit fastener shall be a 2"long,0.223"head diameter, 0.092"shank diameter, Expiration • . e05/01/2022 corrosion resistant siding nail;the fasteners shall be spaced at 4"O.C.at panel edges and I ! intermediate studs;the fasteners shall be driven into wood studs located at 16"0.C.By 'f ,-� • Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from comers. ' Miami-.a•e Product Control i / \. / HARDIESOFFiT, CEMSOFFIT PANEL N. -.. I ..,1 INSTALLATION DETAILS WOOD STUD CONSTRUCTION --� Iv- Minimum 2"X 4"S-P-F Wood Studs : James Hardie Building Products,Inc_ The wall and soffit frames are to be ',J"a� . shard, . 10901 Elm Avenue designed by the Architect or Fontana,CA 92337 Engineer of Record in compliance Phone:909-356-6300 SIZE FSCM WO bW6 NO REV with the Florida Building Code. Fax 909-4270834 A PNL-PLK-SOFF 1 Creator: E.Gonzales SCALE 1/2"=1'-o" bate:4124P2013 SHEET 9 OF 12 4.0Oin.—►1 ..4--16.001n. r-1 Cladding . Framing . PRODUCT RENEWED as complying with the Florida - L Building Code N OA-N o. 17-0406.06 Expiration Da 05/01/2022 . a By 4,00in. Miami- Product Control Pm:Duct cEvlsf nn PR41 li el ,O G A I�/. as complying lying with the Flocida as comply w;�h lbs Florida of .. j • fisiiIi n@ C Building Code Acceptant*No h-a •s' Acaptarxe No La 11.47 �1 .• ► E.. . ,• Maw&PIM' 'q I • _ • A ;�> .r.yR1► f7 Na. 4121 �,,• �4►ii. By 1 . Miami 4 . P,.rAM Coartoi • Hurn•Dam Prothict Control STATE OF - Na, .' <4., S°IONA- - t „,I1/111//J) FRAMING NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O.C.FASTENED WITH 3-1/2" 16d COMMON NAILS(2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING d , l , ':j THE SOFFIT IS FASTENED WITH 2"LONG,0.223"HEAD HARDIESOFFIT,CEMSOFFIT PANEL DIAMETER,0.092 SHANK DIAMETER,CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4"O.C.AT PANEL - EDGES AND INTERMEDIATE STUDS James Hardie Building Products,Inc. Jarr em Avenue sHardi Fontana10901 'CA 92337 Phone:909-356-6300 SIZE FSCM N4 DWG NIO REV Fax 909-427-0634 A PNL-PLK SOFF 1 Creator.E. Gonzales scALE 1"= t`-0" Dare:4/24/2013 SHEET 10 OF 12 _ - -- WALL.LENGTH � —I PF�L7DiJGT I:3E5CRIP710_tJ Stud Spacing at 16"O.C. SEE HardieSoffie&Cemsoffit�materials BE--, DETAIL A are nonasbestos fiber-cement products + ► /•�-� • tested in accordance with ASTM 01186 •1__-.4__� -. --�-,. ' _ • r_ _•_.� ' +. __- .:.rt_ ( ` Grade II,Type and meeting the • !1! • 4, I•l E' \ ) requirements of the Florida Building PRODUCT RENEWED 1 Code. as complying with the Florida 1• - I•� Building Code SOFFIT DIMENSIONS 20ga.3-518"X 1 518" WALL ; NOA-No. 17-0406.06 Mete!C-stud Width Length Thickness HEIGHT i j l-'I •Expiration Dah-05/01/2022 4' 8' /." • E. f B %�� HardieSoffit, DESIGN PRESSURE RA _G ,l Y _ E• Cemsoffit • Miami-D.d Product Control I Installation Design Pressure 1 ! . Metal Studs -55��rr as r,,, B j -.{- 1-4- • SECTION B=B rRODUCt REVISED `q,`,1, A S • _ PRt9DUCt REVD with tlbe Fla . .Nails at 5 O.C.(typ) � ris willPlYiwgwiththeFlom Building Code ./ ` No. , 1 'z',- . 3/8"Minimum Edge Distance ids Code ,`, y No 1.3.0.4 foapwre NI . -d '' £xpu'9ti. l. /7510/72.1)17 —ti : * IF► s< is!1�r Ity rid, 1--33 % STATE OF ?*} ,, DEINIA By WAist .dret Comrerd Mi edc ProdeetCo�r*roi .. `{<`�'.4p j�}P ' 01; 7^JI` ``� )iARD(ESOFFIT,CEMSOFFfT PANEL 1NSTAL�g]fON DETA[LS Y T----/VA I. A r°°ttiill �, ```� • All installation shall be done in conformance with this Notice of Acceptan6�•!.thiWM�anufacturer's // 2 installation recommendations, and the applicable sections of the Florida Building Code. / \ Soffit fastener,as m Metal studs where HardieSoffit,Cemsoffit will be installed shall be designed by an Engineer or \ described in Note 1 Architect per the Florida Building Code and the requirements of this N.O.A. '� \ m The soffit shall be installed over minimum 20ga, Nominal 3-5/8"X 1-5/8"Metal C-studs spaced ( *-----------1----- •-�_�"�, a maximum of 15'O.C. HardieSofft, Cemsoffit m [Note 1]The soffit fastener shall be a minimum No.8-18, 0315"head diameter X 1-1/4"long" ribbed bugle head screw(`or screw shall have at least 3 full threads penetrating metal / framing);the fasteners shall be spaced at 6"O.C.at panel edges and intermediate studs;the fasteners shall be driven into metal studs located at 16"Q.C. \` ,% • Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from / corners. ! \ / \ / O , HARDIESOFFIT,CEMSOFFIT PANEL t `\`� i! ' INSTALLATION DETAILS METAL STUD CONSTRUCTION 4,rf James Hardie Building Products, Inc. 20ga,3-5/8" 1-5/8"Metal C-stud i° , '' 10901 Elm Avenue f The wall and soffit frames are to be Fontana, CA 92337 1designed by the Architect or Engineer Phone:909-356-6300 SIZE KStM NO OWO NO Rev of Record in compliance with the Fax 909-427-0634 A PNL-PLK-SOFF 1 Florida Building Code. Creator,E.-Gonzales SCALE" 112"=1',•0" Date; 4/24/2013 SHEET 11 OF 12 I __ 6.001n.-4.. -6- •e---•16.001n, Cladding . . � 4 . Framing "--..NN 1 11 1 00 in. ' PRODUCT REVISED • PRODUCT RENEWED 'le coaily"ilia the Flail" pgppa?Ct p • as complying with the Florida 9utldogCo4e ,/ at complying '1!loff3ar , I/II///��ii� BuildingCode Ihlo S �� ,'y NOA-No. 17-0406.06 .A ��' • 4+.�m✓��/ 'Acceptance -COfS ilifi • NINA '',. Expiration + 05/01/2022 P II,.. ��' � ,Eli :.,i C 1 8y Miami-D:d Product Control �i p tAo. l-, ! • -. F • 7/ 1 , _. „,..,... .......... -, SSIONN I FRANUN G., ..>>is.//Mil' • NOMINAL 20 GAUGE 3-5/8'X 1-6/8"STEEL STUDS 16"O,C. FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE ANDBOTFASTENED WITH NN° CTION) HEAD SCREWS(2 PER TOP NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) AND BOTTOM CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED ` BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CI ADDINI ' as HARDIESOFFIT,CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18,0.315"HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4"LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT LEAST 3 ;3 James Hardie Building Products,Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE } SCREWS 6"O.C.AT PANEL EDGES AND INTERMEDIATE I 10901 Elm Avenue STUDS am1"sHardi -, ' Fontana, CA 92337 Phone:909-356-6300 .. SIZE FSCM NO 1 DWat NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator: E. Gonzales sCa,Le 1"=1'-0" Date:4/24/2013 SHEET 12 OF 12 KRASUTSKY EVE ET AL C / 0 AD RIANA FOMI NAYA 1832 TIERRA VERDE DR ATLANTIC BEACH, FL. 32233 RE # 169542-5056 Tax District USD3 Property Use # of Buildings 0100 Single Family 1 Legal Desc. For full legal description see Land &Legal section below Subdivision 03709 SELVA TIERRA Total Area 8304 Query Date: Wed Nov 28 2018 Latitude: 30.3482 Longitude: -81.4015 ASCE 7-10 Windspeeds (3 -sec peak gust in mph*): Risk Category I: 119 Risk Category 11: 129 Risk Category III -1V: 140 MRI** 10 -Year: 76 MRI** 25 -Year: 87 MRI** 50 -Year: 97 MRI** 100 -Year: 105 HEIGHT19' 2 1 1 2 5 CALCULATION LOAD ON A BEAM # 1 TOP CHORD LIVE LOAD 20 plf DEAD LOAD SHINGLES 7 plf BOTTOM CHORD LIVE LOAD 0 plf DEAD LOAD 10 plf TOTAL LOAD 37 plf 4'6" WALL 63 plf FRONT RAFTERS 20' LONG x 37 = 666 plf BACK RAFTERS 18' LONG x 37 = 740 plf 666+740=1406 / 2 + 63 = 766p1f TOTAL LOAD 766 �If 22' SPAN REQUIRED 3 PLY 1 3/4" x 16" LVL BEAM WHICH PROVIDES 916 plf SPAN 22'x 766 = 16852 / 2 = 8426 Ib ON EACH END COLUMN 6 x 6x10' SP #2 PT CAPACITY 19854 Ib. SCOPE OF WORK ALTERATION LEVEL 2 STRUCTURAL WORK COMPONENTS AND CLADDING WIND PRESSURES (p.s.f.) FOUNDATION IN BASEMENT AREA 3 AND ARE STRUCTURALLY ADEQUATE FOR :BASE WIND SPEED REINFORCED TWO CMU COLUMN AND THREE STEMWALLS BUILDING ENCLOSURE C, RISK CATEGORY II, CONNECT ALL EXISTING COLUMNS WITH FOOTING (SEE DETAILS) 3 INTERNAL PRESSURE COEFFICIENT GCpi = 0.18 ENCLOSED BUILDING (END ZONES = 3'6") POUR SLAB (SHADED AREA) ROOF ANGLE 1.5 TO 6:12, Kzt = 1, Kd = 0.85, MRH =19' TO PROVIDE QUALITY FILL COLUMN AND STEMWALL ZONE PRESSURES. ZONE AREATHROUGH THE HOLE IN FLOOR PUT TWO COATS OF WATERPROOFING SOLUTION INTERIOR EXISTING STRUCTURAL WALL 1 INTERIOR ROOF ZONE 12.9 -20.64 4 INTERIOR WALL ZONE i NOTE" BEFORE STARTING ANY WORK ON REPLACING BEAM, PROVIDE SUPPORT OF EXISTING ROOF 23.48 - 30.96 DISCONNECT ALL PLUMBING AND ELECTRICAL FIXTURES 3 CORNER ROOF ZONE 12.9 - 51.6 GARAGE DOOR 16x7 DEMOLISH INTERIOR WALLS, NOTE.- OTE.ALL ALLEXISTING RAFTERS ARE CONNECTED WITH GARAGE DOOR 10x7 N/A A KNEE WALL WHICH SUPPORTED BYA CARRIER PEAK ROOF BEAM. NO WORK ARE GOING TO BE DONE NEITHER HEIGHT 24' ON RAFTERS NOR KNEE WALL 3 3 REMOVE EXISTING LOAD BEARING WALL IN KITCHEN AND DINING MEAN ROOF NOTE: THE PROCEDURE AND MATERIALS FOR THE INSTALLATION BEAM #1 AND BEAM #2 ARE THE SAME EAVE ROOF PLANS SHOW BEAM #1 HEIGHT 14' INSTALL BEAM #2 2 1 2 1 2 INSTALL BEAM #1 . 5 EXTERIOR EXISTING STRUCTURAL WALL (FRONT) 4 REMOVE EXISTING WINDOWS, MAKE BIGGER OPENING 4 1 INSTALLAND SEAL BIGGER WINDOWS INTO FRONT EXTERIOR WALL 5 5 a REPAIR T 1-11 SIDING 3 3 a INTERIOR KITCHEN a a REMOVE EXISTING KITCHEN CABINETS, a HIP CLOSE DOORWAY BETWEEN KITCHEN AND FOYER REMOVE POWDER ROOM INSTALL NEW CEILING INSULATION (R-30) INSTALL DRYWALL CEILING IN PROPOSED REMODELED KITCHEN SHOULD MATCH WOOD CEILING IN THE EXISTING DINING INSTALL NEW CABINETS INSTALL NEW TRIM AND BASEBOARD INSTALL FLOORING AC SYSTEM CHECK EXISTING DUCK SYSTEM IN THE WORK AREA ELECTRICAL ADD ADDITIONAL OUTLETS (SEE ELECTRICAL PLAN) INSTALL NEW APPLIANCES AND FIXTURES PLUMBING INSTALL NEW PLUMBING PIPES IN THE WORK AREA CONNECT NEW SINK, GARBAGE DISPOSER, DISHWASHER, REFRIGERATOR HEIGHT19' 2 1 1 2 5 CALCULATION LOAD ON A BEAM # 1 TOP CHORD LIVE LOAD 20 plf DEAD LOAD SHINGLES 7 plf BOTTOM CHORD LIVE LOAD 0 plf DEAD LOAD 10 plf TOTAL LOAD 37 plf 4'6" WALL 63 plf FRONT RAFTERS 20' LONG x 37 = 666 plf BACK RAFTERS 18' LONG x 37 = 740 plf 666+740=1406 / 2 + 63 = 766p1f TOTAL LOAD 766 �If 22' SPAN REQUIRED 3 PLY 1 3/4" x 16" LVL BEAM WHICH PROVIDES 916 plf SPAN 22'x 766 = 16852 / 2 = 8426 Ib ON EACH END COLUMN 6 x 6x10' SP #2 PT CAPACITY 19854 Ib. 3 COMPONENTS AND CLADDING WIND PRESSURES (p.s.f.) THESE PLANS CONFORM TO 2017 FBCR, & DESIGN CRITERIA USING ASCE 7-10 3 AND ARE STRUCTURALLY ADEQUATE FOR :BASE WIND SPEED 130 mph, BUILDING ENCLOSURE C, RISK CATEGORY II, o� 3 INTERNAL PRESSURE COEFFICIENT GCpi = 0.18 ENCLOSED BUILDING (END ZONES = 3'6") ROOF ANGLE 1.5 TO 6:12, Kzt = 1, Kd = 0.85, MRH =19' ZONE PRESSURES. ZONE PRESSURES 1 INTERIOR ROOF ZONE 12.9 -20.64 4 INTERIOR WALL ZONE 20.64 - 23.48 2 ROOF EDGE ZONE AND RIDGES 12.9 -33.54 5 END WALL ZONE 23.48 - 30.96 3 CORNER ROOF ZONE 12.9 - 51.6 GARAGE DOOR 16x7 N/A GARAGE DOOR 10x7 N/A PEAK ROOF HEIGHT 24' 3 3 3 3 MEAN ROOF EAVE ROOF HEIGHT 14' 2 1 2 1 2 5 4 4 1 5 5 a 3 3 a a a a a a s a HIP GABLE CALCULATION LOAD ON A BEAM # 1 TOP CHORD LIVE LOAD 20 plf DEAD LOAD SHINGLES 7 plf BOTTOM CHORD LIVE LOAD 0 plf DEAD LOAD 10 plf TOTAL LOAD 37 plf 4'6" WALL 63 plf FRONT RAFTERS 20' LONG x 37 = 666 plf BACK RAFTERS 18' LONG x 37 = 740 plf 666+740=1406 / 2 + 63 = 766p1f TOTAL LOAD 766 �If 22' SPAN REQUIRED 3 PLY 1 3/4" x 16" LVL BEAM WHICH PROVIDES 916 plf SPAN 22'x 766 = 16852 / 2 = 8426 Ib ON EACH END COLUMN 6 x 6x10' SP #2 PT CAPACITY 19854 Ib. CALCULATION LOAD ON A BEAM # 2 TOP CHORD LIVE LOAD 20 plf DEAD LOAD SHINGLES 7 plf pif BOTTOM CHORD LIVE LOAD 0 plf DEAD LOAD 10 plf TOTAL LOAD 37 plf BACK RAFTERS 16' LONG x 37 = 592 plf FRONT RAFTERS 6' LONG x 37 =222 plf 592+222 / 2 = 407 plf TOTAL LOAD 407 25' SPAN REQUIRED 3 PLY 1 3/4" x 16" LVL BEAM WHICH PROVIDES 411 plf SPAN 25'x 389* = 9725 / 2 = 4863 Ib ON EACH END COLUMN 6 x 6x10' SP #2 PT CAPACITY 19854 Ib. LVL BEAM 1 (3) 1 3/4x16x21' LVL BEAM 2 (3) 1 3/4x1 6x24.3"'. AREA OF WORK AREA OF WORK EXISTING PLAN SCALE 1/4" = 1' NEW 48x48 (3) WINDOWS ra D _c ca oo in M 3 3 --; 3 o� 3 CALCULATION LOAD ON A BEAM # 2 TOP CHORD LIVE LOAD 20 plf DEAD LOAD SHINGLES 7 plf pif BOTTOM CHORD LIVE LOAD 0 plf DEAD LOAD 10 plf TOTAL LOAD 37 plf BACK RAFTERS 16' LONG x 37 = 592 plf FRONT RAFTERS 6' LONG x 37 =222 plf 592+222 / 2 = 407 plf TOTAL LOAD 407 25' SPAN REQUIRED 3 PLY 1 3/4" x 16" LVL BEAM WHICH PROVIDES 411 plf SPAN 25'x 389* = 9725 / 2 = 4863 Ib ON EACH END COLUMN 6 x 6x10' SP #2 PT CAPACITY 19854 Ib. LVL BEAM 1 (3) 1 3/4x16x21' LVL BEAM 2 (3) 1 3/4x1 6x24.3"'. AREA OF WORK AREA OF WORK EXISTING PLAN SCALE 1/4" = 1' NEW 48x48 (3) WINDOWS ra D _c ca oo in M THESE PLANS CONFORM TO FLORIDA BUILDING CODES, 6th EDITION (2017), THE NATIONAL ELECTRIC CODE NFPA-70 (2014) & DESIGN CRITERIA USING ASCE 7-10 REVISION 2 ,4W 0 DRING5 PROVIDED BY ALLIANCE BUILDERS GROUP, INC AB__)e ABGYAL@GOMGAST.NET 904-234-1179 LopqLL M Pq Pq pg�a�� P, Q � W M 00 --; o� U�O�OU� U o oU �cc y:D THESE PLANS CONFORM TO FLORIDA BUILDING CODES, 6th EDITION (2017), THE NATIONAL ELECTRIC CODE NFPA-70 (2014) & DESIGN CRITERIA USING ASCE 7-10 REVISION 2 ,4W 0 DRING5 PROVIDED BY ALLIANCE BUILDERS GROUP, INC AB__)e ABGYAL@GOMGAST.NET 904-234-1179 LopqLL M Pq Pq pg�a�� P, Q � W M 00 o� U�O�OU� U o oU �cc Stanley P. Hoelle ARCHITECT FLORIDA REG.. No. AR9033 1114 MISTLETOE DR. DAYTONA BCH., F132117 (386) 295-9750 x� ww �w ox DATE: 11/28/2018 SCALE: SHEET: Al NOTE: ALL EXISTING RAFTERS ARE CONNECTED WITH A KNEE WALL WHICH SUPPORTED BY A CARRIER BEAM. NO WORK ARE GOING TO BE DONE NEITHER ON RAFTERS NOR KNEE WALL EXISTING RAFTERS DRILL 3/4" DIA 6" DEPTH EPDXY 12" LONG #5 ROD INTO HOLE. 15" BETWEEN DRILL 3/4" DIA 8" DEPTH TWO HOLES IN EXISTING FOOTING EPDXY MIN 35" LONG (2) #5 BARS INTO HOLE. LAP ALL BARS 25" MIN. �6-�I 4" Ore m Q FOOTING DETAILS \ NOT TO SCAT ADD 2 #5 REBAR IN EA DIRECTION AT THE BOTTOM ADD 2 #5 AT TOP NOTE: THE PROCEDURE AND MATERIALS FOR THE INSTALLATION BEAM #1 AND BEAM #2 ARE THE SAME COLUMN DETAILS NOT TO SCALE NOTE: EXTERIOR DOOR AND WINDOW OPENING LOCATIONS MAY VARY PER PLAN SIMPSON SIMPSON 3P2 MTS12 INSULATION DOUBLE TOP PLATE (2)2x8 W/ 1/2" FILLER 1/2" DRYWALL DOUBLE HEADER SIMPSON INSULATION LSTA21 EA SIDE STUDS JACK WALL SHEATHING 1/2" DRYWALL SIMPSON CS14 NOTE: FLOOR SHEATHING TO BE GLUED & NAILED 4" O.C. ON EDGES 2x4 BAND AND 6" O.C. IN FIELD SIMPSON U -BLOCK HETA20 w/3000 PSI WINDOW FRAMING DEATAILS JYP 1 16" PROPOSED REINFORCED COLUMN WALL TWO SIDES USE 3000psi G CONCRETE r— — — — — , L_ — — — — — — — — — — — — — — — — — — — — — — — — — — — J BASEMENT AREA SCALE 1/4" = 1' STEPS 1. IN WATER SHEDDING FASHION, STARTINGAT THE BASE OF THE TOP WALL WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING 2. APPLY SILL FLASHING (4 orb") 3. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE TO BOTH JAMBS. APPLY DISCONTINUOUS BEAD TO BOTTOM FLANGE LEAVING (2) 2" GAPS. 4. SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION 5. APPLY JAMP FLASHING 6. APPLY BEAD OF SEALANT AT HEAD 7. APPLY HEAD FLASHING 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT ® JAMB FLASHING APPLY CONT. SEAL TO THE MOUNTING FLANGE AT THE TOP (HEAD) AND SIDES (JAMB) OF THE WINDOW. EMBED JAMB FLASHING INTO SEALANTAND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT) SEAL THE WINDOW FRAME TO OPENING. APPLYA 3/8"NOM. DIATO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OF SLOTS. O\ O � 8 CUT LINE / SILL PAN FLASHING IS OPTIONAL WOOD FRAME CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION METHOD (FBC-R703.8) FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE 1. Exterior window and door openings. Flashing at exterior window and door opening shall extend to the surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door shall be installed in accordance with one or moor of the following or other approved method: 1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS. 1.2 THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 1.3 IN ACCORDANCE WITH FMAIAAMA100, FMA/AAMA200, OR FMAIWDMA250. 1.4 IN ACCORDANCE WITH THE FLASHING METHOD OFA REGISTERED DESIGN PROFESSIONAL. WEATHER RESISTANT BARRIER - WRB ATA45 DEGREE ANGLE CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIERAND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. Err SILL FLASHING SEE NOTE 3 WEATHER RESISTIVE BARRIER (WRB) WALL SHEATHING PLATE SECURE WRB AT THE TOP FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING HEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE 5EALANT- k1 INTERIOR VIEW TOP LEFT CORNER OF WIN W NOTES: 1 FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 4" WIDE) 2 COVER SILL TO AT LEAST DEPTH OF WINDOW, PLUS 2" ONTO FACE OF WRB 3 THE PAN SHAL DIRECT WATER TO THE EXTERIOR OVER SILL FLASHING 4 INSTALL FLASHINGAROUND REMAINING WINDOW UNIT 5 WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS OFFICE COPY THESE PLANS CONFORM TO FLORIDA BUILDING CODES 5th EDITION (2017), THE NATIONAL ELECTRIC CODE NFPA-70 (2014) & DESIGN CRITERIA USING ASCE 7-10 REVISION 1 2 3 4 DRAWINGS PROVIDED BY ALLIANCE BUILDER5 GROUP, INC A B--) Ry/ AB6VAL@C0MCA5T.NET q04 -234-117q U) O P4 z QQ Qj �zaaCq Cq LL o o� CYD Q Cq w� w I—I w Q P4 Pq �Pq I—I P GV 00 Stanley P. Hoelle ARCHITECT FLORIDA REG.. No. AR9033 1114 MISTLETOE DR. DAYTONA BCH., F132117 (386) 295-9750 PA� E`e 1 � e e NO. 9033 ED A� r1. (D O z z QQ Qj LL O LL DATE: 11/28/2018 SCALE: SHEET: 2/3 A continuous vapor barrier rated 1 perm or less is required across the interior side of all walls to be sided. EALING • Use, the best quality flexible, paintable, mildewresistant exterior grade sealant - material that meets ASTM C920, Class 25 or higher. • Seal around all openings such as window and door frames and at butt joints. • Seal all overdriven nails • Seal or flash all horizontal trim material in a manner that creates proper out -sloping. • WALL PANEL SHEATHING 8d (2 3/811x 0.128") NAILS RING SHANK 1. FASTENERS SPACED 6 INCHES ON CENTER AT EXTERIOR EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS • All siding joints must be located on studs • Nails must penetrate wood framing 1-1/2 in. BRANCH CIRCUITS The two 20 amp small appliance circuits serving the kitchen, pantry, breakfast room, and dining room shall have no other outlets - NEC 210.52 (13)(1) Kitchen exhaust hoods, garbage disposals, dishwashers, trash compactors and other motor loads shall not be on the same circuit as either of the two required small appliance branch circuits. NEC 210.52(B)(1) Bathroom receptacles shall be supplied by at least one 20 -amp circuit that shall have no other outlets. If the circuit serves a single bathroom, the lights in that bathroom may be on the same circuit - NEC 210,11(C)(3) Range circuits shall be a minimum 40 amp - NEC 210.19 (3) A general lighting circuit shall be provided for each 3 volt-amperes for every square foot. NEC 220.12 GFCI protection of receptacles shall be provided in: bathrooms, garages, accessory buildings, outdoors, crawl spaces, unfinished basements, kitchens, dishwashers, within 6 feet of all sinks & bathtub/showers, and laundry areas - NEC 210.8 AFCI protection of all circuits serving outlets (not just receptacles) in dwelling unit kitchens, family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreations rooms, closets, hallways, laundry rooms, and similar rooms - NEC 210.12 1 D(` SYSTEM, BEFORE INSTALLATION DRYWALL CHECK EXISTING DUCK SYSTEM IN THE WORK AREA ADD ADDITIONAL OUTLETS (SEE ELECTRICAL PLAN) INSTALL NEW APPLIANCES AND FIXTURES PLUMBING INSTALL NEW PLUMBING PIPES IN THE WORK AREA CONNECT NEW SINK, GARBAGE DISPOSER, DISHWASHER, REFRIGERATOR GFCI 5068 Elevation 1 E1 GREAT ROOM -- 14'-1" �RB36 m� 4040FX 5068 4040FX [a 2668 I I I I FOYER I I I MASTER BATH UP CLOSET WALK-IN CLOSET BEDROO=M2 5068 PROPOSED FLFCTRICALPLAN 5068 BEDROOM 3 OFFICE COPS` THESE PLANS CONFORM TO FLORIDA BUILDING CODES, 6th EDITION (2017), THE NATIONAL ELECTRIC CODE NFPA-70 (2014) & DESIGN CRITERIA USING ASCE 7-10 REVISION 1 2 3 4 DRAlNING5 PROVIDED BY ALLIANCE BUILDER5 GROUP, INC A - B -i l ABGVAL@COMCA5T.NET 904-234-1179 Stanley P. Hoelle ARCHITECT FLORIDA REG.. No. AR9033 1114 MISTLETOE DR. DAYTONA BCH., F132117 (386) 295-9750 - PAUL P4 Q �4 Qw 1 1 QN ' C'4 Z< cc �Y �� A ( by yy y� r�h� Ns� W U Uo 0o�� J Z�w o� W Stanley P. Hoelle ARCHITECT FLORIDA REG.. No. AR9033 1114 MISTLETOE DR. DAYTONA BCH., F132117 (386) 295-9750 - PAUL Q CYD 1 1 QN ' NO. 9033 Z< �Y �� A ( by yy y� r�h� Ns� W cyl� J Z�w W O �W~ �Z Stanley P. Hoelle ARCHITECT FLORIDA REG.. No. AR9033 1114 MISTLETOE DR. DAYTONA BCH., F132117 (386) 295-9750 - PAUL Q 1 1 1 1 ' NO. 9033 Z< �Y �� A ( by yy y� r�h� Ns� J Q U(D � Z< W �-- C) a J W DATE: 11/28/2018 SCALE: F7== SHEET: